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Plans (18) BU P2020 -00208 lot 2 KEN McCRACKEN, REVISION ARCHITECT III r p1111111) 111111111 1111111111111111 IIIIIq I I IIIII1II# 11111111 IIIII1II� IIIIIlIh. 1111 I 10311 P" 38 EXECUTNE PARK Architecture•Program Management•Pei-riving ill 111 . �� II! 111 �� �l�lllll �lllllqII•�I�II �I I�I SUITE 310 1 IIIIIIiIII III lI �IIII (IIID II� Illlllll I I�Illli II IIIAPPROVEDIRVINE, CA 92614 I� fliidIIhIIII iiI I �` 1IIII1111111111111 Al, ih�1p IlIlik. 1111111 1)1 hold +11I`IIIIiJIII I1 TWILIT +1111IIIII ll11 n11�`IIIIIll, All Illlir 1111 I. �Il ilk Liede,rr,ar, flu �3 ' a O a o ~ -oo ao S jI4edern 19491 1n®p-7051 Corn II 11IIII 1111111111111111111 111 L:4,,,,, �, 1II� +IrIIIIIIIIII �ll f11 11 I i�` ��I' LI I ��1 11111111:1111I lllllk[ 1 II IIII iilIIxI!I -� IIIIIIuu 1II 1 Ix4 IpxxElf +III I Illxl I I xxux Illfllll {IIII IID MIId� IRI4 111111 1�IIIII VIII Illi I I ISI -11\ 'I 3..,- 2,1- . )-0 LI IT Iill L Iln,lqI �pue .illdu€ II 7 i InupllP uum I I I gl1II II �liuuu Ip, naloam I 1p€,I�l • I luq� 11 I II' Ilii/'l II II III iunl nlinlpl IWdp w,il t ,II3oipp,, 1,,,, a nn�dIlulq I uiilIII Ndo IIIIuq11111'1:11I ii„,„ !1� o I I II �I �1�II II Ill �IlklrI►II14€ F hlI d } I uurml I u�rr q I7 I unl€I II .I II III III �IIIIIIItl pi IIII s �I II�1Ih .q �II ill , 'fir til 'i l III IP' I�� III , I III lluun€rinl' JEFF IJEDER11ArM1,ARCHITECT ell lam! lilllll':m .dl Ho elI '1 oil hnllll loud himl 4nn I� h11Slmldi dII III, Ilii nnunl+l I ,h, Ih unan in arim i IldnIIU!II1 I'I nI III 1111111 Illi II pl�+ Irllnn I dxll€ra III,11111uar0I1 aINllll i �I y �� D ARc I �nn3m�Il1, Illlnnnl} 'III l' IIII•�I Olfth IIII€�H'� � Ilpll ��� nI�III11IIiIUU IIII III. il; GI{mnlll� h,. r lulmlr�. IIII,I€n IIu€ �� KENNETH J.//C� r M RACKE J • Ia. AM S, WA 0 (i License#5599 .\ 0 V q��' 0�cc' l U Illpullllrllin ' IEII Iilllnllillllll I 1I I pullnuglli. uunlr poll# ::;;'' 1 lymll pool pop 11 is O� I I I I I 1� .� I ,, r�/� r� f I mu i 14I 11 L 1 I II mil it I IIII d mlmilp I .I Num II I tiii, ani r [1, a, 4,' 0111 "mill I I Idll O 8/2 U /2O G O u. LL i l IUUiI IL kl, I'll `hhlmn€di` .� 1 1 Ikpaed�€ IIII IIII, Ilp,uunii uu€,II `111uU IIIII€aI€o dll€neo 0 KJM/2655 -- •CONSULTANT: ,I,... {�uol,pi i' sll llwl., I� uy� ILII ` J T INFORMIll : ,��I I • . MIIIIIIIIIIIIIIIIIIIIIIIIIIM 0 DIAMETER RE: REFERENCE 1. THE ARCHITECT ASSUMES NO RESPONSIBIUTY FOR THE COMPLETENESS OF PLANS FOR PROPERTY INFORMATION: PROPERTY OWNER: OWNER MECHANICAL/PLUMBING REVISION ® AT -G- REFR. REFRIGERATED BID PURPOSES PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. PARCEL ID: RI 276327 BKM Pacific South TRS 224, LLC BKM Pacific South TRS 224 LLC ASEI ENGENEERING SHEET SHEET NAME Q Q Q Q ti CENTER UNE GA GAUGE REINF. REINFORCED # POUND or NUMBER GALV. GALVANIZED REQ'D. REQUIRED ZONING: C-G (GENERAL COMMERICAL) 1701 QUAIL STREET, SUITE 100 1701 QUAIL STREET, SUITE 100 2410 W. ROYAL PALM RD., SUITE A Z. THE INTENT OF THESE DOCUMENTS IS TO INCLUDE ALL LABORS, MATERIALS AND NEWPORT BEACH, CA 92660 NEWPORT BEACH, CA. 92660 PHOENIX, AZ 85021 ARCHITECTURAL -A- G.C. GENERAL RM. ROOM EQUIPMENT,AND TRANSPORTATION NECESSARY FOR COMPLETE AND PROPER LAND USE: OFFICE CONTACT: C.E. KAISER AB. ANCHOR BOLT CONTRACTOR R.O. ROUGH OPENING CONTACT: C.E. KAISER CONTACT: HECTOR MACIAS A00.00 COVER SHEET • NC AIR CONDITIONING G.I. GALVANIZED IRON R.O.W. RIGHT OF WAY EXECUTION OF THE WORK. ENTAIL' cekaiseri bkmmgmt.com PHONE: 949.301.9241 PHONE: 1602) 287-0300 x707 AC. ASPHALTIC CONCRETE GND. GROUND RCP REFLECT ED CEILING Ph: (949) 301-9241 EMAIL: cekaiserObkrnmgmt.com EMAIL macias@aseiengineering.com A00.05 GENERAL NOTES AC.T, ACOUSTICAL CEILING GR. GRADE PLAN 3. AN GENERAL CONTRACTOR AND HIS SUB-CONTRACTORS SHALL THOROUGHLY AOO.l 0a EGRESS PLAN &EXIT CALCULATIONS FAMILIARIZE THEMSELVES WITH THESE CONTRACT DOCUMENTS AND SHALL VERIFY THE TILE GYP. BD. GYPSUM BOARD -S- EXISTING SITE AND CONDITIONS PRIOR TO SUBMITTING A BID.ALL SUB-CONTRACTORS ARCH ITL " ` A00.10b EGRESS PLAN &EXIT CALCULATIONS A.F.F. ABOVE FINISH FLOOR -H- S.C. SOLID CORE SHALL PROVIDE ALL LABOR, SUPERVISION,AND MATERIALS OF EVERY TYPE WHICH MAY BE KEN McCRACKEN ARCHITECT ASEI ENGINEERING A00.11 ACCESSIBILITY DETAILS A.F.G. ABOVE FINISH GRADE H.B. HOSE BIBB SCHED. SCHEDULE NECESSARY FORA SUCCESSFUL COMPLETION OF ALL WORK TO BE PERFORMED INA 38 EXECUTIVE PARK, SUITE 310 2410 W. ROYAL PALM RD., SUITE A A00.12 ACCESSIBILITY DETAILS ALT. ALTERNATE H.C. HOLLOW CORE SECT. SECTION GOOD AND WORKMANLIKE MANNER ACCORDING TO THE TRUE INTENT AND MEANING PHOENIX, AZ 85021 AS.T.M. AMERICAN SOCIETY HDR. HEADER SHT. SHEET IRVINE, CA 92614 A00.13 ACCESSIBILITY DETAILS OF DRAWINGS AND SPECIFICATIONS. THE PROJECT WILL BE A VANILLA SHELL OF A PORTION OE AN EXISTING 46,550 S.F. BUILDING.THE CONTACT: VANDANA KELKAR CONTACT:JONATHAN NOLLOLA FOR HDW. HARDWARE SIM. SIMILAR AREA OF REMODEL WBE 29,543 S.F.THE EXISTING BUILDING EXTERIOR WILL REMAIN INTACT PHONE: 714.659.6739 PHONE: 602.287.0300 x718 ILL TESTING &MATERIALS HR. HOUR SPEC. SPECIFICATION 4. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT HAVE CONTROL OF EMAIL: jnollola®aseiengineering.com A0I.10 SITE PLAN FOR REFERENCE ONLY -B- HT. HEIGHT SQ. SQUARE WITH NO ADDED SQUARE FOOTAGE. THE REMODELED INTERIOR SPACE WILL BE SU&DMDED INTO EMAIL: vkellcar�mdginccom I } BLDG. BUILDING H.M. HOLLOW METAL S.S. STAINLESS STEEL AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,TECHNIQUES, (4) NEW SPACES FOR FUTURE TENANT(S). THERE IS NO SITE WORK PROPOSED. A02.00 PARTIAL DEMOLITION FLOOR PLAN SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION • A02.01 PARTIAL DEMOLITION FLOOR PLAN • BOT. BOTTOM HOR. HORIZONTAL ST. STEEL WITH THE WORK ON THIS PROJECT OR FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SCOPE OF WORK OUTUNE, INCLUDES BUT NOT LIMITED TO : B.O. BOTTOM OF HTG. HEATING STD. STANDARDA02.10 PARTIAL FLOOR PLAN SUB-CONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS DESIGN+BUILD • Z B.OA BACK OF HOUSE HVAC HEATING VENTILATION STOR. STORAGE SITE, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN DEMOLITION INTERIOR WORK 1001 SE WATER AVE., SUITE 261 A02.11 PARTIAL FLOOR PLAN W -C- &AIR CONDITIONING STRUCT. STRUCTURAL ACCORDANCE WITH THE INTENT OF THE CONTRACT AND CONSTRUCTION DOCUMENTS. • DEMOLISH (E) OFFICE WALLS AND DOORS FOR NEW OFFICE LAYOUT AS REQUIRED A02.20 PARTIAL REFLECTED CEIUNG PLAN • E C.B. CATCH BASIN H.W. HOT WATER S.O.V. SHUT OFF VALVE • REMOVE (E) FLOOR FINISHES PORTLAND, OR 97214 A02.21 PARTIAL REFLECTED CEILING PLAN • W CJ. CONTROLJOINT -I- SUSP. SUSPENDED • REMOVE (E) CEILING TILES AND GRID AS REQUIRED CONTACT: DON SNAJRX 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WORK WITH ALL A02.21 CEILING DETAILS Z CLG. CEILING I.E. INVERT ELEVATION -T • REMOVE (E) LIGHTING TRADES IN ORDER TO AVOID INTERFERENCE AND OMISSIONS. PHONE: (503) 560206 Q Q CLR. CLEAR INSUL INSULATION T. TREAD • REMOVE (E) HVAC DUCTWORKA02.30 FINISH PLAN-SUITE I00 a b. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT IN WRfTENG C.M.U. CONCRETE MASONRY INT. INTERIOR TEL TELEPHONE SAWCUT (N) ROUGH OPENINGS AT (E) EXTERIOR CONCREIE WALL FOR (N) DOOR{S) EMAIL: don@dl-wor-kspace.COM A02.31 FINISH PLAN-SUITE 101 PA 4 � � O UNIT -L- TEMP. TEMPERATURE OF ANY CONFLICTS, ERRORS,AMBIGUITIES, OR DISCREPANCIES THAT THE CONTRACTOR A02.32 FINISH PLAN-SUITE 102 • C/O CLEANOUT LAM. LAMINATED T&G TONGUE &GROOVE BLDG INTERIOR WORK HAS DISCOVERED IN THE CONTRACT DOCUMENTS OR SITE CONDITIONS. THE ARCHITECT • NEW INTERIOR DEMISING WALLIS) A02.33 FINISH PLAN-SUITE 103 • COL COLUMN LAV. LAVATORY T.O. TOP OF WILL ISSUE A WRITTEN RESPONSE. • NEW INTERIOR NON-BEARING PARTITION WALLS FOR OFFICES A02.34 FINISH SCHEDULE • COMM. COMMUNICATION LBS. POUNDS TYP. TYPICAL • NEW FINISHES CONC. CONCRETE LL. LANDLORD U- 7. GENERAL CONTRACTOR SHALL AMEND AND MAKE GOOD AT HIS OWN COST ANY • NEW CEIUNG CONT. CONTINUOUS -M- U..N. UNLESS OTHERWISE DEFECTS OR OTHER FAULTS IN HIS SUB-CONTRACTOR WORKMANSHIP AND/OR SUPPLIED • NEW LIGHTING A03.00 ENLARGED RESTROOM PLANS &DETAILS I. CONTR. CONTRACTOR MAX. MAXIMUM NOTED HVAC DUCTWORK MDF. MEDIUM DENSITY U.L UNDERWRITERS MATERIALS. • NEW ELECTRICAL PANELS C.W. COLD WATER A05.00 INTERIOR ELEVATIONS • -D- FIBERBOARD LABORATORY 8. EACH BIDDER REPRESENTS THAT HE HAS VISITED THE SITE, PERFORMED INVESTIGATIONS A05.01 INTERIOR ELEVATIONS DEFT. DEPARTMENT MECH. MECHANICAL -V DTL DETAIL NFL. METAL VERT. VERTICAL AND VERIFICATIONS AS HE DEEMS NECESSARY AND FAMILIARIZE HIMSELF WITH THE - LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND WILL BE 4 D.F. DRINKING FOUNTAIN MFR. MANUFACTURER V.C.T. VINYL COMPOSITE TILE RESPONSIBLE FOR ANY AND ALL ERRORS IN HIS PROPOSAL RESULTING FROM HIS FAILURE BUILDING DEPARTMENT: FIRE DEPARTMENT: A07.00 WALL/PARTITION DETAILS • - DIA DIAMETER M.H. MAN HOLE V.T.R. VENT THROUGH TO DO SO. 0 DIM. DIMENSION MIN. MINIMUM ROOF CITY OF TIGARD TUALATIN VALLEY FIRE&RESCUE A08.00 DOOR&WINDOW SCHEDULES • 'U DN. DOWN MISC. MISCELLANEOUS V.I.F. VERIFY IN FIELD 13125 SW HALL BLVD. 1 1945 SW 70th AVENUE 9. BID SHALL INCLUDE ALL MATERIALS, PRODUCTS, ETC. INDICATED IN THESE CONTRACT n . . . �. �.... W D.S. DOWN SPOUT MTD. MOUNTED -W- DOCUMENTS. SUBSTITUTIONS OF ANY MATERIAL PRODUCT, ETC. IS NOT ACCEPTABLE TIGARD, OR 97223 TIGARD, OR 97223 / \ --- (.3 DWG. DRAWING M.O. MASONRY OPENING W/ WITH WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT AND COULD BE SUBJECT TO BID PHONE: (503) 718-2439 PHONE: (503) 649-8577 (. STRCUTURAL , 1 rL -E- MUL MUWON W.C. WATER CLOSET DISQUALIFICATION. (E) EXISTING -N- WU WOOD BUILDING CODES SNI STRUCTURAL NOTES&SPECS Ln L Li- EA LL EA EACH (N) NEW W.W. WATER HEATER S1.0 FLOOR PLAN Z 4-- IN EIFS EXTERIOR INSULATION N.I.C. NOT IN CONTRACT W/O WITHOUT 2014 OREGON STRUCTURAL SPECIALTY CODE • SDI STRUCTURAL DETAILS ___-4 , IN FINISH SYSTEM NO. NUMBER W.W.F. WELDED WIRE FABRIC 2018 INTERNATIONAL BUILDING CODE (IBC) ELEC. ELECTRICAL N.R. NON RATED 2017 NATIONAL ELECTRICAL CODE (NEC) ENCL ENCLOSURE N.T.S. NOT TO SCALE 2018 UNIFORM MECHANICAL CODE (UMC) - EJ. EXPANSION JOINT -O- 2018 UNIFORM PLUMBING CODE (UPC) EQ. EQUAL O.C. ON CENTER 2019 OREGON FIRE CODE (OFC) M0.1 MECHANICAL SPECS, SYMBOLS&SHEET INDEX in ry EQUIP. EQUIPMENT O.D. OUTSIDE DIMENSION M1.1 MECHANICAL PLAN-TENANT 1 EXIST. EXISTING OPP. OPPOSITE M 1.2 MECHANICAL PLAN-TENANT 2 &3 EXT. EXTERIOR -P- F- P.L PROPERTY LINE M2MECHANICAL PLAN-TENANT 4 '7-- 4 - .1 C MECHANICAL SCHEDULES, CALCS&DETAILS LA F.D. FLOOR DRAIN P.L PLUMBING < IN F.F. FINISH FLOOR PLS. PLYWOOD SITE SUMMARY f n, RN. FINISH P.O.C. POINT OF CURVATURE SITE ADDRESS 11950 SW GARDEN PLACE PLUMBING - "UNDER SEPARATE PERMIT FLUOR. FLUORESCENT P.S.I. POUNDS PER SQUARE TIGARD, P0.I PLUMBING SPECS, SYMBOLS&SHEET INDEX CA 97223a F.O. FACE OF INCH ru' F.R.F. PT: R1276327 P1.1 PLUMBING PLAN-TENANT 1 .R.F. FIBERGLASS P.T. PRESSURE TREATED REINFORCED PANEL -R- SITE AREA 140,699 SF 13.23 ACRES) P1.2 PLUMBING PLAN-TENANT 2 &3 F.S. FLOOR SINK R. RISER PI.3 PLUMBING PLAN-TENANT 4 FT. FOOT/FEET (R) RELOCATED BUILDING SUMMARY P2.1 PLUMBING SCHEDULES, CALCS, DETAILS&SCHEMATICS REV DATE DESCRIPTION FTG. FOOTING RAD. RADIUS 4 FURR. FURRING R.D. ROOF DRAIN JURISDICTION: CITY OF TIGARD OCCUPANCY: B ELECTRICAL - `UNDER SEPARATE PERMIT A\ 11/1 7/20 CUBITCHANGES f`vV`} ,'-1 r` i :'7\.rir 'I,1 reJ ,i-, E0.1 GENERAL NOTES/LEGENDS/SHEET INDEX USE: OFFICE J CONSTRUCTION TYPE: V-B (EXISTING) r E0.2 SPECIFICATIONS FIRE SPRINKLERS: YES (EXISTING) E0.3 SPECIFICATIONS PLAN DETAIL REFERENCE °JO DOOR NUMBER X ) ALLOWABLE NUMBER OF STORIES: 2 PER TABLE 504.4 E1 .1 LIGHTING PLAN-TENANT 1 SHEET NUMBER - ALLOWABLE BUILDING HEIGHT: 40-0" PER TABLE 504.3 on sq,,,,Q El.Z LIGHTING PLAN-TENANT 2 &3 THIS SIGNIFIES DETAIL - WINDOW TYPE OX ALLOWABLE AREA: 36,000 S.F. PER TABLE 506.2 D ® E1.3 LIGHTING PLAN-TENANT 4 IS ON SAME SHEET - (E) NUMBER OF STORIES: 1 E2.I POWER PLAN-TENANT I COI WALL TYPE O (E) BUILDING HEIGHT: 20'-0" (NO HEIGHT CHANGE) E2.2 POWER PLAN TENANT 2 &3 ELEVATION REFERENCE - (E) BUILDING AREA 46,550 S.F. (NO NEW BUILDING AREA) E2.3 POWER PLAN-TENANT 4 SHEET NUMBER KEYNOTE I© O. E3.1 ONE LINE DIAGRAM /ENGINEERING CALCULATIONS PARKING ANALYSIS: NOT IN SCOPE OF WORK ..;-,k..1/4.' VILLA RIDGE D i E E3.2 PANEL SCHEDULES `�f�./ EXIT ANALYSIS: REFER TO EGRESS PLAN ON SHEET A00.10 E4.1 IECC COM CHECK REPORT SUB-ELEVATIONCO LEI l ER A EQUIPMENT CALLOUT (I) PRt,JECT SITE ELEVATION REFERENCE D B sky Nigh spons V A Tempor N'IY CfO�ed 111011111111111111.1111MMIIIIIIII Ns: SHEET NUMBER REVISION NUMBER /\ C ROOM NAME ROOM LABELF• DRAWN BY: MP �-� PLAN DETAIL REFERENCE ROOM NUMBER 101 y CHECKED BY: VK INIIIIIIIIII SHEET NUMBER �c� 11950Gardeo es' • ®ARCH. PROJECT NO.: X 1. FIRE ALARM (AS REQUIRED) COLUMN GRID LINE NUMBER BKM20004 U) Woodard Park _ 6fegon.MaL'iiry Y t I„I„I SECTION REFERENCE J ® DSOI mortis ■SHEET NAME: 1111111111111= 0 0 O u SHEET NUMBER - FINISH CALLOUT I XX I 0 c Z DETAIL SECTION REFERENCE . k ,, COVER SHEET 2 SHEET NUMBER - CEIUNG HEIGHT 1x•-x- land Oregon T V U ti, F CEILING FINISH CALLOUT - XX Fenn ELEVATION HEIGHT r iii,0'-0"AF.F. _ Creek Park \` �'��' .��;� ■SHEET NUMBER: z ELEVATION LOCATION 17".-1 r%- r ,. W LAYOUT STARTPO INT K Mart 9 ® I i W Goma NORTH �. . U KEN McCRACKEN, ARCHITECT I. ALL WORK AND MATERIALS SHALL BE IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE �� 1. NOTICE TO THE APPLICANT/OWNERJOWNER'S AGENT/ARCHITECT OR ENGINEER OF RECORD: AND LOCAL BUILDING CODES, REGULATIONS, ORDINANCES AND STANDARDS INCLUDING 28. PRIOR TO THE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT;THE BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION 38 EXECUTIVE PARK ADA AND OR OTHER ACCESSIBILITY CODES. CONTRACTOR SHALL SUBMIT A SIGNED CERTIFICATE TO THE DEPARTMENT OF BUILDING OF THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE SUITE 310 AND SAFETY STATING THAT ALL WORK HAS BEEN PERFORMED AND MATERIALS INSTALLED CITY OF TIGARD FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION IRVINE, CA 92614 2. THE CONSTRUCTION DRAWINGS,ADDENDA, BULLETINS, ETC.,ARE PROVIDED TO ACCORDING TO THE PIANS AND SPECIFICATIONS AFFECTING NONRESIDENTIAL ENERGY, MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS CONTAINED IN Conrad �;� , ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIRED AND ARE THE STATEMENT OF SPECIAL INSPECTIONS AND,AS REQUIRED BY THE OREGON 19491430-705 I INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION MATERIAL AND 29. ALL CONSTRUCTION RELATED PARKING MUST BE ACCOMMODATED ON-SITE. NO CONSTRUCTION CODE. jliederman®prridginc.com WORKMANSHIP THROUGHOUT. CONSTRUCTION RELATED PARKING IS PERMI I IED OF-SITE. 2. NOTICE TO THE CONTRACTOR/BUILDER/INSTAL I FR/SUB-CONTRACTOR/OWNER-BUILDER: 3. THE CONSTRUCTION DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION 30. REFER TO STRUCTURAL SHEETS FOR LIST OF REQUIRED STRUCTURAL SPECIAL INSPECTIONS. BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION CONCERNING EXISTING CONDITIONS, ETC.,VERIFICATION MUST BE DONE IN THE FIELD. OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF THE LARGE SCALE DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. 3 I. PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES, TEMPORARY GUARD RAILS, REQUIREMENTS OF THE CITY OF TIGARD FOR SPECIAL INSPECTIONS, STRUCTURAL AND CANOPIES NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY AS REQUIRED BY THE OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING 4. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF/HERSELF WITH THE LOCAL AUTHORITIES, SECTION 3306, CBC. COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND,AS REQUIRED JEFF LJEDERMAN,ARCHITECT EXISTING CONDITIONS AND REVIEW AND UNDERSTAND THE REQUIREMENTS OF THE BY THE OREGON BUILDING CODES. SEAL: 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. 3. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OF TIGARD, DEVELOPMENT SERVICES, ARCHITECT OF ANY DISCREPANCIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AUL IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. ,\ D A/Cy, CORRECTIONS AND REPAIRS REQUIRED DUE TO HIS/HER FAILURE TO DO SO. 33. ALL CONSTRUCTION VEHICLES SHALL BE EQUIPPED WITH THE MOST MODERN NOISE J MUFFLERS AVAILABLE AND ALL ENGINES SHALL BE KEPT PROPERLY TUNED. 4. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE CITY OF 5. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY TIGARD, DEVELOPMENT SERVICES, FOR TESTING MATERIALS, SYSTEMS, COMPONENTS,AND =Cv C.--)� KENNETH J. EXIS I ENCE AND LOCATION OF ALL EXISTING ABOVE AND BELOW GRADE, UTILITIES, 34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING EQUIPMENTS. ca._ M RACKE ___..- INCLUDING INCLUDING SANITARY SEWER, STORM SEWER,WATER, GAS, ELECTRICAL, TELEPHONE, ETC. CONSTRUCTION. • ANY DISCREPANCIES IN UTILITY LOCATIONS SHALL BE BROUGHT TO THE IMMEDIATE 5. FABRICATOR MUST BE APPROVED BY THE CITY OF TIGARD, DEVELOPMENT SERVICES FOR THE --AM S, WA ATTENTION OF THE ARCHITECT. 35. THE CONTRACTOR TO PROVIDE EFFECTIVE MEANS OF DUST CONTROL FOR THE SITE, SO AS FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP. (j---), License#5599 NOT TO CREATE UNFAVORABLE CONDITIONS THROUGHOUT THE DURATION OF /144- CONDITIONS �\ 6. ONDTHE O ONAND COMPLCTOR SHALL Y WITH SAFETY REUME SOLE DGULATIONSEAND RESTRICTIOR NS AS REQUIRED RED CONTRACTORSITE ON AND MEET THE SHALL BE RESPONSIBLE FOR OBTAINIREMENTS OF INLO�CODDES�AND ORDINANCES. THE 6. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO,AND NOTA 9�� OF 0��� SUBSTITUTE FOR,THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY'S BUILDING FOR WORKERS AND PEDESTRIAN PROTECTION DURING THE COURSE OF CONSTRUCTION INSPECTOR. 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 OS /26/2020 EXISTING CONSTRUCTION WITHIN AND ADJACENT TO JOB SITE. WHERE DAMAGE OCCURS, MORE RESTRICTIVE SHALL PREVAIL.ALWAYS INFORM CONFLICTING INFORMATION TO THE THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED AREA AND/OR MATERIAL AS ARCHITECT. KJM/2655 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 •- CONSULTANT: UTILITY SERVICES FOR THE PROJECT AND SHALL ALSO OBTAIN FINAL SITE ADDRESS. 7. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE ON 38. ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINED AT ALL TIMES AND PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE ANY SHUT DOWN OF UFE SAFETY OR BUILDING SYSTEMS SHALL BE APPROVED AND WORK,ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. COORDINATED IN ADVANCE WITH THE OWNER AND THE LOCAL BUILDING DEPARTMENT 8. THE DESIGN ADEQUACY,AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY 39. SIGNS, EXCEPT AS INDICATED ON ADA TOILET ROOM SIGNS,ARE PROVIDED BY THE SUPPORTS, ETC. DURING 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 ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE CONTRACTOR AND IS NOT TO BE PART OF THE 40. UPON COMPLETION OF PROJECT,THE CONTRACTOR SHALL OBTAIN ALL FINAL INSPECTIONS CONSTRUCTION AGREEMENT.THE GENERAL CONTRACTOR SHALL COORDINATE WITH AS REQUIRED BY THE 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 111 H FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK 42. THE CONTRACTOR AT HIS/HER OWN EXPENSE, SHALL KEEP THE PROJECT AND Z IN QUESTION OR RELATED WORK. SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE IN W CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND X 1 1. THE CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. WLm W >- ("AS-BUILT DRAWINGS")AND SHALL PROVIDE SAID DOCUMENTATION TO THE ARCHITECT& dem I, z THE OWNER UPON COMPLETION OF CONSTRUCTION-NO EXCEPTION ALLOWED. 43. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE SITE. THE a Q CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVES) OF THE LOCATION OF Z 12. DURING CONSTRUCTION SITE VISITS THE CONTRACTOR IS RESPONSIBLE FOR KEEPING DISPOSAL SITES. MEETING MINUTES AND SHALL PROVIDE COPIES OF RFI LOGS, UPDATED CONSTRUCTION m 4 O SCHEDULE WHICH SHALL ALSO INCLUDED AN ITEMIZED THREE (3)THREE WEEK OUTLOOK 44, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB AFTER 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. PER REQUIREMENTS ESTABLISHED BY THE OWNER, THE TENANT, OR BOTH, WHICH ARE UNDER SEPARATE CONTRACT WITH THE OWNER, OR THE TENANT, OR BOTH. 45. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION,WHERE REQUIRED PER STATE AND LOCAL CODES. 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. THE ARCHITECT FOR CLARIFICATION. 47. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING WHICH Lil 15. THE INTENT OF DRAWINGS IS TO INCLUDE ALL LABOR, MATERIALS AND SERVICES DOES NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND THE STATE&COUNTY L) NECESSARY FOR THE COMPLETION OF ALL WORK SHOWN, DESCRIBED, OR REASONABLY REQUIREMENTS. IMPLIED, BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. 48. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN AIR 16. INSTALL ALL MANUFACTURED ITEMS, MATERIALS,AND EQUIPMENT IN STRICT ACCORDANCE GRILLES, DIFFUSERS&DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING AUR ®- i , rn WITH THE MANUFACTURER'S SPECIFICATIONS, UNLESS NOTED OTHERWISE. DISTRIBUTION SYSTEMS. NJ 17. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALLS FOR SUPPORT OF 49. THE BUILDINGS UNDERGOING CONSTRUCTION,ALTERATION OR DEMOLITION SHALL BE r ALL EQUIPMENT, SHELVING,ACCESSORIES, SIGNAGE,AND OTHER DEVICES REQUIRED. DONE SO IN ACCORDANCE WITH THE STATE &LOCAL CODES. 1 l r 18. ALL PENETRATIONS SHALL RECEIVE CAULKING TO SEAL ANY TYPE OF ENERGY LOSS. I HI 19. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF ,..__...••' FIXTURES AND EQUIPMENT SUPPLIED AND/OR INSTALLED BY OTHERS. 1 20. ANY WORK INSTALLED IN CONFLICT WITH THE CONSTRUCTION DRAWINGS, WITHOUT THE PRIOR APPROVAL OF THE OWNER AND THE ARCHITECT SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. :: O 21. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY SPECIFIEDa Lr, , MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR THAT WILL CAUSE A DELAY ON U' IN THE CONSTRUCTION COMPLETION SCHEDULE. THE CONTRACTOR SHALL SUBMIT F__..---, CONFIRMATIONS OF DELIVERY DATES FOR ORDERS OF MATERIALS AND EQUIPMENT HAVING LONG LEAD TIMES. 22. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING REV DATE DESCRIPTION AND WILL BE CONSIDERED ONLY IF BETTER SERVICE FACILITIES,A MORE ADVANTAGEOUS oe, o INVALAGENCYSUBMITTAL 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 CI SUBMIT ONE (1) SET OF SHOP DRAWINGS. SHOP DRAWINGS SHOULD INCLUDE DETAILED, CV FABRICATION AND ERECTION DRAWINGS, SETTING DRAWINGS, DIAGRAMMATIC DRAWINGS, CNI AND MATERIAL SCHEDULES. LOCATION AND ORIENTATION OF ALL ITEMS SHOULD BE CLEARLY INDICATED, BEGIN FABRICATION OF SHOP ITEMS AFTER RECEMNG THE ARCHITECTS OR THE DESIGNER'S APPROVAL OF SHOP DRAWINGS. - N CO 24. THE ARCHITECTS REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OR - - O THE SUBCONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS UNLESS HE HAS, IN WRITING,AND BROUGHT TO THE ATTENTION OF THE - -- J ARCHITECT SUCH DEVIATIONS AT THE TIME OF THE SUBMISSION, NOR SHALL IT RELIEVE HIM Q /HER (CONTRACTOR) FROM RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP MINIIIMIIIMIIIIMMINIOINIMM I- DRAWINGS. H DRAWN BY: MP c 25. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CHECKED BY: VK c BUILDING PERMITS PRIOR TO STARTING CONSTRUCTION. ® CARH. PROJECT NO.: CO 26. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT,THE APPLICANT SHALL HAVE EVIDENCE OF CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE ON FILE WITH THE STATE BKM 20004 LABOR DEPARTMENT IN COMPLIANCE WITH CURRENT LABOR CODES. ®SHEET NAME: 27. PROVIDE CONTINUOUS INSPECTIONS AS SET FORTH IN STATE AND LOCAL CODES AND PER U CONTRACT DOCUMENTS AS NEEDED. GENERAL W NOTES Q ■SHEET NUMBER: _ F- Z SUITE #100-EXIT WIDTH AND NUMBER CALCULATIONS KEN McCRACKEN, ROOM GROSS AREA OCCUPANT OCCUPANCY ARCHITECT (S.F.) LOAD FACTOR LOAD rrcnit-rnre.Program Management•Permitting - - FUTURE LEASABLE AREA 7296 300 25 2041 100 21 38 EXECUTIVE E PARK OPEN OFFICE SPACE _ SUITE 310 I OFFICES 713 100 12 IRVINE, CA 92614 I CONFERENCE ROOM 174 15 12 Contacti ¢e eerman I i I I i _t_ti_I 1Tr u- 1 '` { 9 TOTAL AREA 10,224 70 jiiedermanc430-705i c.com rLt ' r — — -• GROSS SQUARE FOOTAGE OF SPACE AS DEFINED BY THE INTERIOR FACES OF THE • % BUILDING WALLS AND DEMSING WALLS. INCLUDES ALL OCCUPABLE AREAS, / / I % 1 r I ��'f] 4� cl I INCLUDING AREAS OF CIRCULATION. I ///// 1 ' ' _ I 4,I CONFERENCE NUMBER OF EXITS / / ] 1 ' U I OCCUPANCY EXITS TOTAL //// W 1 L,1 - I L _ OCC.LOAD 12 NUMBER OF EXITS REQUIRED LOAD REQUIRED PROVIDED JEFF LIEDERMAN,ARCHITECT / f IL GROSS AREA(S.F.I 174 II SEAL: / M 1 7 ,,,..1 1 -- 15 S.F./OCCUPANT 1 PER IBC TABLE 1006.3.1: OCCUPANCY LOAD 1-500=2 1 i-- - -] I i n I OCCUPANCY LOAD 501-1,000=3 70 2 2 OD A p I r " _I — OCCUPANCY LOAD MORE THAN 1,000=4 R�' I OFFICE V I I KENNETH J. �� 1 • 1,_ I 1 OCC.LOAD 2 Z M RACKE • GROSSAREA(S.F.] J Q I 0 E, SUITE#101 - EXIT WIDTH AND NUMBER CALCULATIONS s / 1100 S.F./0CCu>3,�CNr " q _ _ — — — I GROSS AREA OCCUPANT OCCUPANCY AM ROOM I I I (S.F.) LOAD FACTOR LOAD �� Ucense#5599 0,' / 2 a I i__ __, I I FUTURE LEASABLE AREA 2634 300 9 T OF v I �' �-5'-0" OPEN OFFICE SPACE 1448 100 15 lit- - � ��P I gni p\.. ® IOFFI OCC.LOAD 2E I ■ i� I� 1 1 I OFFICES 610 100 i008/26 8 262020 I GROSS AREA(S.F.) 110 1 y ■—_�� Q CONFERENCE ROOM 297 15 20 / / - (E] ELEC. RM. 1100 S.F./OCCUPANT I _ _ _ ® TOTAL AREA 4,989 54 KJM/2655 _ FF GROSS SQUARE FOOTAGE OF SPACE AS DEFINED BY THE INTERIOR FACES OF THE BUILDING WALLS AND DEMSING WALLS. INCLUDES ALL OCCUPABLE AREAS, ■CONSULTANT: IIIIIIIIIIIIIIM O `L<'� OFFICE I ' �' I I L INCLUDING AREAS OF CIRCULATION. 1. - ��h -� I OCC.LOAD 2 1 •I- } La-- 1 _1' 1 NUMBER OF EXITS M` 00 F.E. I GROSSAREA,1S.F.) 110 � I ll 1 NUMBER OF EXITS REQUIRED OCCUPANCY EXITS TOTAL L _- J '� I 1005.F./OCCUPANT I _ _ _ _ I I OFFICEOCC.LOAD 2 LOAD REQUIRED PROVIDED iI I • GROSS ARD°,{S.F.] 163 PER IBC TABLE 1006.3.1: f 00 5 F /OCCUPANT OCCUPANCY LOAD 1-500=2 I, _ _ _ _ _ _ _ — _ _ _ _ _ _ _ — IIII — _ _ _ _ _ _ _ _ 1 -_ ... I- - �, ; 54 2 2 I % I- -- -� 1 r ' �I OCCUPANCY LOAD 501-1,000=3 I Y OCCUPANCY LOAD MORE THAN 1,000=4 1 -1 I I I I OFFICE 1 I I t ,i I u. .� I I I OCC. LOAD 2 GROSS AREA{S.F.) 110 I L — — — — — OFFICE SUITE#102-EXIT WIDTH AND NUMBER CALCULATIONS 1100 S.F./OCCUPANT I + OCC. LOAD 2 ROOM GROSS AREA OCCUPANT OCCUPANCY 1 1 I GROSS AREA(S.F.) 110 (S.F.) LOAD FACTOR LOAD I 103'-4" _ _ — A - - 100 S.F./OCCUPANT FUTURE LEASABLE AREA 3820 300 13 BETWEEN EXITS I�-I � i i I I DISTANCE1 I ®-I - I I , OPEN OFFICE SPACE 1691 100 17 n 77 - _ _ OFFICES 220 100 4 W I I I_ \ \� CONFERENCE ROOM 196 15 14 Z 1 1 100 > 1 ;-/ RN -h% .mr/�I `--� TOTAL AREA 5,427 4$ LU I FUTURE LEASABLE AREA - - I I4' I - n GROSS SQUARE FOOTAGE OF SPACE AS DEFINED BY THE INTERIOR FACES OF THE I 1"" 11 Q I I V RESTROOM BUILDING WALLS AND DEMSING WALIS. INCLUDES ALL OCCUPABLE AREAS, X W �' I I OCC.LOAD 25 2 W I Its o . _--# z GROSS AREA(S.F.) 7296 I - OCG LOAD N/A INCLUDING AREAS OF CIRCULATION. I 300 S.F./OCCUPANT = I 1 CC GROSSAREA{S.F.] 56 M Z a I ` Z I -O TRANSIENT USE NUMBER OF EXITSOCCUPANCY EXITS TOTAL f Q I L - __2/ • NUMBER OF EXITS REQUIRED M O I — ----Nu., I LOAD REQUIRED PROVIDED ma . PER IBC TABLE 1006.3.!: 1 I- - - I OCCUPANCY LOAD I-500=Z 48 2 2 1 r — — — — — — — J OCCUPANCY LOAD 501-1,000=3 OCCUPANCY LOAD MORE THAN 1,000=4 I SUITE I I OFFICE OFFICE I 100 I OPEN OFFICE SPACE OCC. LOAD 2 OCC. LOAD 2 GROSSUITE #103 -EXIT WIDTH AND NUMBER CALCULATIONS EA I GROSS AREA OCCUPANT OCCUPANCY ®-PART I I I GROSS AREA{S.F.) 110 GROSS AREA[S.F.] 1 10 I OCC. LOAD 21 ROOM (S.F.) N 0 T%1 1 00 S.F./OCCUPANT 1 100 S.F./OCCUPANT S AREA(S.F.] Z041 100 S.F./OCCUPANT OPEN OFFICE SPACE 4527 LOADI FACTOR LOAD �_ LLI I f OFFICE OFFICE OFFICES 465 100 8 I I OCC. LOAD I 2 OCC-LOAD 2 IGROSS AREA[S.F.] 110 GROSS AREA(S.F.) 110 MAXIMUM TRAVEL I CONFERENCE ROOM 179 15 I E . I I 100 S.F./ DCWPANT 100 S.F./OCCUPANT , BREAK-OUT ROOM 183 15 13 ., DISTANCE = 155 I TRAINING ROOM 355 15 24 in L - I TOTAL AREA 5,709 103 - Z L — — _ — 1I0 — — — — — — — — — — — — — — — — — — — — — — En E En En — — — — — .. 0 do --, GROSS SQUARE FOOTAGE OF SPACE AS DEFINED BY THE INTERIOR FACES OF THE wf BUILDING WALLS AND DEMSING WALLS. INCLUDES ALL OCCUPABLE AREAS, _ .- - _ I- -aro.---_,_ —.7 - a----r-r-i--a--r-r---. -_•--- - - rr r ■ ... —..�..——— — ... - r........ -- —— _ — —.�— .r _ INCLUDING AREAS OF CIRCULATION. • _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r I r r r • . NUMBER OF EXITS ! �, I - : I I ` I � 1 -I 1 NUMBER OF EXITS REQUIRED OCCUPANCY EXITS TOTAL —, I I I I MAXIMUM TRAVEL 1 LOAD REQUIRED PROVIDED DISTANCE = 98' PER IBC TABLE 1006.3.1. r-- - _ I . ' L I - I j T OCCUPANCY LOAD 1 500=Z I __ .. ,.:, I -; I I - OFFICE SUITE 103 2 2CD OCCUPANCY LOAD 501 1,000=3 �t OCC. LOAD 2 101 I I OCCUPANCY LOAD MORE THAN 1,000=4 1 1 1 1 1 ` 100 S.F./OC GROSS AREA{CUPANT I 1 0 cr- (n 1 FUTURE LEASABLE AREA - Ir _ A _ _ _ _ 1 _ _ _ _ L _ _ _ _ 1F.. ` I OCC. LOAD 9 1 16• J //30�1G/�9=q' GROSS AREA S.F.S. /OCCUP634 ANT 1 1-.1:__ , I.I O I N '\ IG'?s- le F E I - REV DATE DESCRIPTION I -r 0924/20 UMI.AGENCY%MATTAL - _ _ _ _ _ _ 1 r _ _ _ _ _ _ _ _ - I I. I ==L--1- i 112'-2" I DISTANCE BETWEEN EXITS 1 I I _ - I 1 I II _ SUITE I NOTE: I � 1 I Ilr 101 I EMERGENCY LIGHTING IS TO PROVIDE A O I I (OPEN OFFICE SPACE I I I , I MINIMUM OF 1 FOOT CANDLE OFCD ILLUMINATION AT FLOOR LEVEL AT ALL _ OCC- LOAD 15p. -- — — r POINTS ON THE EGRESS PATH. d" I II� � L CN I w L i _i GROSS AREA{S.F.j 1448 J CV I I I 100 S.F./OCCUPANT �- — _ :_ 1 ._ m ( (E) MENS R.R. — — o — — — — 1 I. s C 1 OCC. LOAD N/A L — co I N {E] ELEC. RM. I • I., N GROSS RAREA TRANSIENT 156 LTE SAFETY EGRESS CALCULATIONS o o 1, I TRANSIENT USE Q I I c , KEY DESCRIPTION J I I - Q f. :� (E)WOMENS R.R. --- �`5-0'�` 1 (E) 1ANITOR/ 1 s OCC. LOAD wA 60" BY 60" CLEAR FLOOR SPACE AT EXTERIOR OF DOOR. DRAWN BY: MP STORAGE GROSS AREA(S.F.) 155 MAXIMUM SLOPE OF 2.0%IN ANY DIRECTION. C CONFERENCE 1 i TRANSIENT USEo CHECKED BY: VK C � � • �. KO GROSS AREA{SAF.) 297 1 - F — — — ■ARCH. PROJECT NO.: CO 15 S.F./OCCUPANT I �ry�� - ---- ACCESSIBLE PATH OF TRAVEL I U I * r4) ` i _ r� _ _ _ _ _ _ _ _ I — — — (MIN. 44" CLEAR WIDTH} BKM20004 1 �% _ ■SHEET NAME: SEE I/A02.I I _ L-_1 I i 1 I SEE 1/A02.I I EXIT SIGN (ARROW INDICATES DIRECTION). 0 f �� - - 1 - - 4— - - —MAXIMEI EL - - - - �® SEE ELECTRICAL SHEETS. Z MATCHLINE - - - _ - _ �� _ * - 1 — MATCHLINE ��—' EGRESS PLAN & EXIT I 1 DISTANC 74' 0- EXTERIOR EXIT LIGHT. SEE ELECI KICAL SHEETS. w -- > I I C� 1 CALCULATIONS Q 1 I II M 111 NORTH TACTILE PAVING WARNING SURFACE. SEE J iACCESSIBILITY SHEETS. ■SHEET NUMBER: _ oaa _ Q 1/8" = 1'-O I �IiiTn I , = EGRESS PLAN EGRESS LEGE I ,SII III 1„,, 1m u. ., ,-, \T-...„, z SUITE #100 - EXIT WIDTH AND NUMBER CALCULATIONS KEN McCRACKEN, ROOM GROSS AREA OCCUPANT OCCUPANCY ARCHITECT (S.F.) LOAD FACTOR LOAD Architecture•program management•Permitting FUTURE LEASABLE AREA 7296 300 25 OPEN OFFICE SPACE 2041 100 21 38 EXECUTNE PARK 5UffE 310 OFFICES 713 100 12 IRVINE, CA 92614 CONFERENCE ROOM 174 15 12 Contact:Jeff Uederman {949}430-7051 TOTAL AREA 10,224 70 jii:..i�.,,c„.Axndginc.corn 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. NUMBER OF EXITS GROSS AREA S F 1 OCCUPANCY EXITS TOTAL II - STORRAvGE N I 1 55 NUMBER OF EXITS REQUIRED LOAD REQUIRED PROVIDED JEFF UEDERMAN,ARCHITECT I CONFERENCE • I + I TRANSIENT USE OCC.LOAD•20 I • r ■SEAL: .1: GROSSAREA(S.F.! 297 I _ Iv\ 1 PER IBC TABLE 1 LOAD 1 [5 S.F./OCCUPANT I . OCCUPANCY 1 500=2 70 2 2 aCEDAR �-t� ` OCCUPANCY LOAD 501-1,000=3 �� / U.ffi ! Ril n -- �5 ` MB ■w IMO M■ — — — — — — s Mk I OCCUPANCY LOAD MORE THAN 1,000=4 /y� - - - - - - - - - - 1! - - 41k1 - - - + - - :: MENRACKE SEE I�,400.Im L 1 I - SEE- - oo.lo MATGHL I NE ! — I r w —_ R MAXIM �� EL -, MATGHL I NE01.1_1.1.1SUITE #101 - EXIT WIDTH AND NUMBER CALCULATIONS DISTANC 74' I • I j � � ) I 'J ROOM GROSS AREA OCCUPANT OCCUPANCY - AM S, WA - r I (S.F.) LOAD FACTOR LOAD license#5599 I - FUTURE LEASABLE AREA 2634 300 9 , � OF --� _ - L — L — — . . — — . — — I� — - I OPEN OFFICE SPACE 1448 100 15 = I I`` /J I OFFICES 610 100 10 I OFFICE 0 8/26/20.20 1' T fi CONFERENCE ROOM 297 15 20 OCC.LOAD 2 S I VI ! I • ! I TOTAL AREA 4,989 54 Kim/2655 I GROSS AREA IS.F.) 110 (E) MENS Z.R. (E)WOMENS R.R. I I 100 S.F./OCCUPANT L — m. u ■I sun L-1 ENS LOAD N/A OCC.LOAD N/A 1 j GROSS SQUARE FOOTAGE OF SPACE AS DEFINED BY THE INTERIOR FACES OF THE ■CONSULTANT: 1 102 I GROSS AREA[S.F.) 147 GROSS AREA[S.F.j 143 I BUILDING WALLS AND DEMSING WALLS. INCLUDES ALL OCCUPABLE AREAS, immussmisamm TRANSIENT USE TRANSIENT USE I I INCLUDING AREAS OF CIRCULATION. I 'OPEN OFFICE SPACE I I Li NUMBER OF EXITS OFFICE —• OCC LOAD 17 / NUMBER OF EXITS REQUIRED OCCUPANCY EXITS TOTAL I I GROSS AREA{S.F.1 1691 LOAD REQUIRED PROVIDED OCC.LOAD 2 7 1___. 100 5.F./OCCUPANTmi ���,� F.E. — GROSS AREA[S.F.) 110 I I 1q 4 PER IBC TABLE1006.3.1: 1 100 S.F./OCCUPANT L me — — — — >.I I OO I OCCUPANCY LOAD 1-500=2 5-01 I I OCCUPANCY LOAD 501-1,000=3 54 2 2 �1''�� SURE I OCCUPANCY LOAD MORE THAN 1,000=4 102 4 - - - — 1 — — 1=1 IMI � I — - - I to , I FUTURE LEASABLE AREA- I I I OCC LOAD 13 I II SUITE #102- EXIT WIDTH AND NUMBER CALCULATIONS IGROSS AREA{S.F.) 3820 I I 300 S.F. F /OCCUPANT I ROOM GROSS AREA OCCUPANT OCCUPANCY t (S.F.) LOAD FACTOR LOAD I I FUTURE LEASABLE AREA 3820 300 13 99'-2' OPEN OFFICE SPACE 1691 100 17 IDISTANCE BETWEEN EXITSImi 11 OFFICES 220 100 4 r I I CONFERENCE ROOM 196 15 14 Z 1 - I TOTAL AREA 5,927 48I 111 W I I GROSS SQUARE FOOTAGE OF SPACE AS DEFINED BY THE INTERIOR FACES OF THE I BUILDING WALLS AND DEMSING WALLS. INCLUDES ALL OCCUPABLE AREAS, W } CONFERENCE --' I INCLUDING AREAS OF CIRCULATION. Q Z OCC.LOAD 14 i�f-,,,-- Q GROSS AREA{S.F.} 196 `ri I� I 1 I NUMBER OF EXITS II � 15 S.F./OCCUPANT `k=L' I I MAXIMUM TRAVEL I I NUMBER OF EXITS REQUIRED OCCUPANCY EXITS TOTAL Q O ' III DISTANCE = 84' I LOAD REQUIRED PROVIDED MA Z U L._ - PER IBC TABLE 1006.3.1. OCCUPANCY LOAD 1-500=2 -l I - — — — — J I OCCUPANCY LOAD 501-1,000=3 48 2 2 . - - - i L _ _ _ _ _ _ _ 4 ! """' MO "m"" °"* ow Ell OCCUPANCY LOAD MORE THAN 1.000=4 I OFFICE ---- L.- Iocc. LOAD 2 - _——�- . ..,, ... _ � _ GROSS AREA[S.F.) 110 0 1 Om INE II ND • `1 1 Alkali. Li IT. ROOM 100 S.F./OCCUPANT • I I r SUITE #103- EXIT WIDTH AND NUMBER CALCULATIONS1 ON OCC.LCNSp !�1/A I OFFICE I 1� - I GROSSAREA IS.F.) 89 ROOM GROSS AREA OCCUPANT OCCUPANCY I EXEMPT (S.F.) LOAD FACTOR LOAD I OCC. LOAD 2 I I ,� L■r, I GROSS AREA IS.F.j I 1 10 I -_ - s I II _ - '. OPEN OFFICE SPACE 4527 100 46 Iii Em. EN m me 1 I 100 S.F./OCCUPANT I — = I I r' — L RESTROOM U I OFFICES 465 100 8 BREAK-OUT ROOM I 11111- 11r - OCC. LOAD N/A I r I = CONFERENCE ROOM 179 15 12 OCC. LOAD 13 I• I I GROSS A1 TRANSIENT USE I I BREAK-OUT ROOM 183 15 13 M GROSS AREA(S.F.) 183 L — .. — — I I 15 S.F./OCCUPANT I I TRAINING ROOM 355 15 24 1 M■ IMO iIM ` +011 iM Ell I I TOTAL AREA 5,709 103 LU NJ TRAINING ROOM GROSS SQUARE FOOTAGE OF SPACE AS DEFINED BY THE INTERIOR FACES OF THE I 0 r i OCC.LOAD 24 BUILDING WALLS AND DEMSING WALLS. INCLUDES ALL OCCUPABLE AREAS, GROSS AREA(S.F.) 355 INCLUDING AREAS OF CIRCULATION. ] - -- ni o . �:F.E. I I 15 S.F./OCCUPANT I I NUMBER OF EXITS ( � OCCUPANCY EXITS TOTAL .� 98 l a I I NUMBER OF EXITS REQUIRED LOAD REQUIRED PROVIDED - 5'-0" . ---L DISTANCE BETWEEN EXITS I �� PER IBC TABLE1006.3.1. M v) n I1'1OCCUPANCY LOAD 1-500= 2 103 2 2 P � � � � � ` I OCCUPANCY LOAD 501-1,000=3 t - Q iI 1 r _ _ _ _ _ _ _ NM .0 • ... — — — .,. — — — — ... — — .I . . . . . -0 OCCUPANCY LOAD MORE THAN 1,000=4 -� 0 iCr , ( 1 , lam ' SU ITE I I I III 1103 I I1 I I OPEN OFFICE SPACEINIMIMMIIIMINIIIIIIMIM OCG LOAD 46 REV DATE DESCRIPTION GROSS AREA IS.F.I 4527 E, 08/24/20 INfTIALAtaENCYK 100 S.F./OCCUPANT , ',,.e,:F.E. IMS , � i � � �� �IS'� --]-- I- I I \l-Ow NOTE: 1 EMERGENCY LIGHTING IS TO PROVIDE A 0 CNJ I __, 7.\\. t 1 1- ''iii MINIMUM OF I FOOT CANDLE OF CONFERENCE I% i__1 L_ 1 - I ' ' ILLUMINATION AT FLOOR LEVEL AT ALL O OCC.LOAD 12 _ - GROSS AREA(S.F.) 179 I w I w I POINTS ON THE EGRESS PATH.• N 15 5.F./OCCUPANT + I I I I CV 00 00 n —rr g1 f,;:Y DESCRIPTION I I— I I— L___�..� ` 1 __ _ 60' BY 60"CLEAR FLOOR SPACE AT EXTERIOR OF DOOR. DRAWN BY: MP I OFFICE •OFFICE Ea MAXIMUM SLOPE OF 2.0%IN ANY DIRECTION. I DCC. LOAD I 2 OCC. LOAD 2 CHECKED BY: VK I GROSS AREA IS.F.1 1 18 GROSS AREA 1S.F.) 127 — — — m 100 S.F./OCCUPANT 100 S.F./OCCUPANT ■ARCH. PROJECT NO.: I ACCESSIBLE PATH OF TRAVEL - (MIN. 44" CLEAR WIDTH) BKM20004 ■SHEET NAME: IIIIIIIMINMEMM T® EXIT SIGN (ARROW INDICATES DIRECTION). I� ®� p �/ (� SEE ELECTRICAL SHEETS. Z EGRE:SI ,PLAN V Oc E/�IT w 0- EXTERIOR EXIT LIGHT. SEE ELECTRICAL SHEETS. CACULATIONS NORMiNgiiiiikW TACTILE PAVING WARNING SURFACE. SEE i*i'2a�igi:^'°°oboe ACCESSIBILITY SHEETS. ■SHEET NUBER: IIIMINIM Q ,�1` fir- ■ ■ I� IIIDIlli'II1 1is = 1•-01 EGRESS LEGS III, ki �v I ul ,r z REQUIRED ACCESSIBLE ACCESSIBLE PARKING SPACE NOTES: \\ PARKING SPACES KEN McCRACKEN, \\ TOTAL PARKING REQUIRED MINIMUM NUMBER OF 1. CAR PARKING SPACES SHALL BE 96 INCHES WIDE MINIMUM AND VAN PARKING SPACES SHALL BE ARCHITECT IN LOT ACCESSIBLE SPACES 132 INCHES WIDE MINIMUM, SHALL BE MARKED TO DEFINE THE WIDTH,AND SHALL HAVE AN (Z� I TO 25 I ADJACENT ACCESS AISLE. VAN PARKING SPACES SHALL BE PERMITTED TO BE 96 INCHES WIDE rr�,ieect<xe'gam'�'PermittE9 II zero so z MINIMUM WHERE THE ACCESS AISLE IS 96 INCHES WIDE MINIMUM. ACCESS AISLE MARKED T i �� 51 TO 75 3 2. ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE.TWOPARKING SPACES SHALL BE PERMITTED PARKING 38 EXECUTIVE PARK DISCOURAGE PARKING IN THEM , // Qty` 101 701150 s TO SHARE A COMMON ACCESS AISLE ONLY SUITE 310 LP 151 TO 200 6 3. ACCESS AISLES SERVING CAR AND VAN PARKING SPACES SHALL BE 60 INCHES WIDE MINIMUM. IRVINE, CA 92614 �, 201 TO 300 7 4. ACCESS AISLES SHALL EXTEND THE FULL REQUIRED LENGTH OF THE PARKING SPACES THEY SERVE. 301 TO 400 a 5. ACCESS AISLES SHALL BE MARKED TO DISCOURAGE PARKING IN THEM. Contact Jeff Liederman 401 TO 500 9 6. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY,ACCESS AISLES SHALL BE PERMITTED TO 19491430-7051 J+ sol TO loco z PERCENT of TOTAL BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR VAN PARKING SPACES WHICH jliederman®pindgint.com 1001 f+IVD QUER 20 PWS E FOR E/A I • CA O 100 OVER 1000 SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES. J '°�0 7. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN z Z VAN `G LEVELARE NOT PERMITTED. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 2 8. PARKING SPACES,ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A / 1 `Ys C VERTICAL CLEARANCE OF 98 INCHES MINIMUM. VAN CAR O ��F 9. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT CARS AND VANS,WHEN Luvi PARKED, CANNOT OBSTRUCT THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES sa'9,� � JEFF UEDERMAN,ARCHITECT �0�� \\ PARKING SURFACE \ ■SEAL: 41 /A,, U PARKING SIGN / L1.1 w %r \\ c.c'-)7,-6,,„ ,c,,,%:,,. , �� \�\ q� SIGNAGE AND IDENTIFICATION OF SPACE NOTES: \��` �i P? 04. C. KENNETH J. C� gil 1. PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL MC RACKS �� �� 96" PERMITTED OF ACCESSIBILITY COMPLYING WITH SECTION 703.6.3.I. 2. SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN ADDITIONAL LANGUAGE • 4 �; ��. WHERE AISLE IS 96". ORAN ADDITIONAL SIGN WITH THE DESIGNATION VAN ACCESSIBLE." AM S, WA 132" �, 60" J 96" ) *S3 3. SIGNS SHALL BE 60 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND License#5599 MIN. MIN. MIN. WHERE AISLEDIS 46" �\� C ANGLED PARKINGX12 c�� SURFACE MEASURED TO THE BOTTOM OF THE SIGN. OF PERPENDICULAR PARKING O� ACCESSIBLE PARKING SPACES N.T.S. _ N.T.S. 08/26/2020 S02 I r 502.7 KJM/2655 maam mors ■ PROTRUDING OBJECT NOTES: CURB RAMP NOTES: - •CONSULTANT: z �J`- _____\_. I I. OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE 1. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:i 2.WHERE PROVIDED, CURB THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE ), )- RAMP FLARES SHALL NOT BE STEEPER THAN I:1 D 4 INCHES MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. 2. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO 2. FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS SHALL :.0 1 N_ NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR PARKING ACCESS AISLES. INCHES MAXIMUM AT LEAST AS CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, Z INCHESOINIMUM AND 80 NCHES2MAXIMUM ABOVE THE FINiSHOFLC}OR OR 'I- - - - - WIDE AS CURB RAMP X> 12" EXCLUDING ANY FLARED SIDES. 0 q �� i( GROUND. 38 . THE CLEAR WIDTH OF CURB RAMP RUNS EXCLUDING ANY FLARED SIDES), SHALL BE 36 INCHES 1/4" MINIMUM. I/4° 2 3. WHERE A SIGN OR OTHER OBSTRUCTION IS MOUNTED BETWEEN POSTS OR 4. LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS.THE LANDING CLEAR LENGTH D 1/Z" ^ T PYLONS AND THE CLEAR DISTANCE BETWEEN THE POSTS OR PYLONS IS FLARED SIDES I:10 MAX. SHALL BE 36 INCHES MINIMUM.THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE 1/4" N Vx 4" MAX 4" MAX X> 12" GREATER THAN 12 INCHES,THE LOWEST EDGE OF SUCH SIGN OR DONS MEASURED PARALLEL CURB RAMP, EXCLUDING ANY FLARED SIDES LEADING TO THE LANDING.THE SLOPE OF THE ^ OBSTRUCTION SHALL BE 27 INCHES MAXIMUM OR 80 INCHES MINIMUM LANDING IN ALL DIRECTIONS SHALL BE 1:48 MAXIMUM. '_ ABOVE FINISH FLOOR OR GROUND. THE SLOPING PORTIONS OF 5. THE CROSS SLOPE OF CURB RAMPS SHALL BE 1:48 MAXIMUM. HANDRAILS SERVING STARS AND RAMPS SHALL NOT BE REQUIRED TO SLOPE �O� ' 6. COUNTER SLOPES OF ADJOINING GUTTERS,AND ROAD SURFACES IMMEDIATELY ADJACENT TO COMPLY. THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20.THEA ADJACENT SURFACES AT TRANSITIONS VERTICAL CHANGE IN LEVEL BEVELED CHANGE IN LEVEL 4„ MAX POST MOUNTED PROTRUDING OBJECTS 4. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES AT CURB RAMPS TO WALKS,GUTTERS,AND STREETS SHALL BE AT THE SAME LEVEL MINIMUM ABOVE THE FINISH FLOOR OR GROUND. T 5. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. PERPENDICULAR CURB RAMP CHANGES IN LEVEL NOTES: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIISMIIEIIIEIIIIIIII . CHANGES IN LEVEL OF 1/4 INCH HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL AND 48" MIN. WITHOUT EDGE TREATMENT. 2. CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MINIMUM AND 1/2 INCH HIGH MAXIMUM SHALL Z BE BEVELED WCHANGES IN LEVEL GREATER THAN 1/2 INCH HIGH SHALL BE RAMPED. z WITH A SLOPE NOT STEEPER THAN 1:2. � Z W 3. 2 X W J I. h IN a) 4 ° PARALLEL CURB RAMP PROTRUDING OBJECTS VERTICAL CLEARANCE CURB RAMPS N.T.S. N.T.S. N.T.S. 406 CHANGES IN LEVEL 303w �> �i �1� _ ] . 307vu: 07.03, 07,03, 07.0EL 12 MIN HANDRAIL NOTES: r . .I I DOMINANT DIRECTION OF TRAVEL A! I' .I 1. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS THAT EXCEED 6 INCHES IN RISE. 'Co OD 2. HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. / INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE CONTINUOUS BETWEEN ,`rr m FLIGHTS OR RUNS. 1/2" MAX �� 3. TOP OF GRIPPING SURFACES OF 38 INCHES MAXIMUM VERTICALLY ABOVE WALKING SURFACEES,SSTAIR NOSINGS,AND RAMP SURFACLS SHALL BE 34 INCHES MINIMUM ES.DHANDRAILS SHALL BE ATA " UJ CONSISTENT HEIGHT ABOVE WALKING SURFACES, STAIR NOSINGS,AND RAMP SURFACES. L). STAIRS RAMPS WALKING SURFACES 4. CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACES SHALL BE 1-1/2 INCHES MINIMUM. CARPET TILE HEIGHT 5. HANDRAIL GRIPPING SURFACES SHAM BE CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE __ , OBSTRUCTED ALONG THEIR TOPS OR SIDES.THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL NOT 1 1/2" MIN BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH.WHERE PROVIDED, HORIZONTAL -\- TOP HANDRAIL PROJECTIONS SHALL OCCUR 1-1/2 INCHES MINIMUM BELOW THE BOTTOM OF THE HANDRAIL GRIPPING Z IN EXTENSION AT STARSSURFACE. LONG DIMENSION I 1 I IN 1 1/2" MIN I 6. HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF PERPENDICULAR TO = 0 F- 1-1/4 1-1/4 INCHES MINIMUM AND 2 INCHES MAXIMUM. DOMINANT 7. HANDRAIL GRIPPING SURFACES WITH A NON-CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIRECTION OF ((v aN DIMENSION OF 4 INCHES MINIMUM AND 6-1/4 INCHES MAXIMUM,ANDA CROSS-SECTION DIMENSION TRAVEL HANDRAIL CLEARANCE OF 2-1/4 INCHES MAUQMUM. /1 1/2" MAX. f P 12" MIN 8. HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT TO THEM SHALL BE FREE OF SHARP OR77.777 NOTE: ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. ELONGATED OPENINGS X=TREAD DEPTH 12" MIN 9. RAMP HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MINIMUM 0 BEYOND THE TOP AND BOTTOM OF RAMP RUNS. EXTENSIONS SHALL RETURN TO A WALL,GUARD, OR ni. k THE LANDING SURFACE,OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN. GROUND SURFACE NOTES: () X / X/ 10. AT THE TOP OF A STAIR FUGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 I INCHES MINIMUM BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. EXTENSIONS SHALL RETURN TO 1. FLOOR&GROUND SURFACES SHALL BE STABLE, FIRM AND SUP RESISTANT. C A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN 2. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, L.() I ADJACENT STAIR FLIGHT. PAD OR BACKING OR NO CUSHION OR PAD. 1 i. AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A 3. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. EXTENSION MORE THAN 1/2 INCH DIAMETER. BOTTOM HANDRAIL HANDRAIL SHALL RETURN TO A WALL GUARD,OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE 4. ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS EXTENSION AT STAIRS EXTENSION AT RAMPS HANDRAIL OF AN ADJACENT STAIR FLIGHT. PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL INIIIINIIIIIMINI11111111=M111111116t AIME REV DATE DESCRIPTION N.T.S. _ N.T.S. j - C6/24/20rnrctNcrweMrrr� 505 • 302 0i as 07.08. RAMP NOTES: * 60" MIN. .{' t 60" MIN. 4, 4' 60" MIN. 4' t -, WALKING SURFACES NOTES: I. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER _Z 1. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM,AND SUP RESISTANT. 2. CROSS SLOPE OF RAMP RUNS SHALL NOT BE 51 LEPER RADIUS 1/2"THAN 1.12. 1 1/2"MAX. 1 1/2" MAX. 2 Z 2. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. 0 THAN 1:48. MAX I 3V MLU( 1 1 ZO 2 3. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48. N LANDING RAMP RUN LANDING RAMP RUN LANDING Z 3. CHANGES IN LEVEL OTHER THAN THE RUNNING SLOPE il 4. WHERE THE ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN ELEMENT WHICH (,� AND CROSS SLOPE ARE NOT PERMITTED ON RAMP RUNS. f \ ` IS LESS THAN 48 INCHES WIDE, CLEAR WIDTH SHALL BE 42 INCHES MINIMUM APPROACHING N 4. THE CLEAR WIDTH OF A RAMP RUN SHALL BE 36 INCHES I �-�-� I THE TURN, 48 INCHES MINIMUM AT THE TURN AND 42 INCHES MINIMUM LEAVING THE .Cr MINIMUM. HANDRAILS AND HANDRAIL SUPPORTS THAT RADIUS OF TREAD EDGE ANGLED RISER CURVED NOSING BEVELED NOSING 11- l II II ` II.L------1.II TURN. WHERE THE CLEAR WIDTH AT THE TURN IS 60 INCHES MINIMUM COMPLIANCE WITH N I ARE PROVIDED ON THE RAMP RUN SHALL NOT PROJECT f' cSECTION 403.5.1 SHALL NOT BE REQUIRED. INTO THE REQUIRED CLEAR WIDTH OF THE RAMP RUN. II i �'IIS �I" ^�hr ,I 1I 5. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING 00 -AT LEAST AS WIDE AS RAMP 5. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES I I J t I I SPACES AT INTERVALS OF 200 FEET MAXIMUM. PASSING SPACES SHALL BE EITHER:A SPACE 60 RUN STRAIGHT CHANGE IN DIRECTION MAXIMUM. STAIRWAY NOTES: III-��II I� II "I �$ INCHES MINIMUM BY 60 INCHES MINIMUM, OR,AN INTERSECTION OF TWO WALKING Z 6. RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE I I �� J SURFACES PROVIDING A T SHAPED SPACE. J BOTTOM OF EACH RAMP RUN. 1. ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM II II 6. THE CLEAR WIDTH OF ACCESSIBLE ROUTES SHALL BE 36 INCHES MINIMUM Ct 7. RAMP LANDING SLOPES SHALL NOT BE STEEPER THAN TREAD DEPTHS. RISERS SHALL BE 4 INCHES HIGH MINIMUM AND 7 INCHES HIGH MAXIMUM. 4-42" MIN. )( )( 42" MIN. a. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32 INCHES Q I- 1:48• TREADS SHALL BE 1 1 INCHES DEEP MINIMUM. MINIMUM FOR A LENGTH OF 24 INCHES MAXIMUM PROVIDED THAT REDUCED 8. LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS Z. OPEN RISERS ARE NOT FERMI I 1 LD. X<48" 36" MIN/30 36" MIN. WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48 INCHES LONG DRAWN BY: I- THE WIDEST RAMP RUN LEADING TO THE LANDING. 3. TREADS SHALL BE PERMITTED TO HAVE A SLOPE NOT STEEPER THAN 1:48. 180 DEGREE TURN X<48" MINIMUM AND 36 INCHES WIDE MINIMUM. c-c .1' - 9. LANDING CLEAR LENGTH SHALL BE 60 INCHES LONG 4, THE LEADING 2 INCHES OF THE TREAD SHALL HAVE VISUAL CONTRAST OF DARK-0N-LIGHT DEGREE TURN CHECKED BY: C MINIMUM. CHANGE DIRECTION BETWEEN RUNS AT OR UGHT-ON-DARK FROM THE REMAINDER OF THE TREAD. IEXCEPTION I ■ARCH. PROJECT NO.: CO NDi 10. LAMPSA THAT SCHAALL HAVE ICLEAR LANDING 60 INCHES 5. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE 1/2 INCH D MINIMUM BY 60 INCHES MINIMUM DDEGIREES MUM.MAXIMUM FROM VERTICAL. THE PERMITTED PROJECTION FF THE NOSING SHALL *RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30 2 48" MIN. 14 BKM20004 11. A CURB, OR BARRIER SHALL BE PROVIDED THAT PREVENTS EXTEND 1-1/2 INCHES MAXIMUM OVER THE TREAD BELOW. ■SHEET NAME: U Z THE PASSAGE OF A 4 INCH DIAMETER SPHERE,WHERE ANY PORTION OF THE SPHERE IS WITHIN 4 INCHES OF THE TOP LANDING LANDING o FINISH FLOOR OR GROUND SURFACE. Z2 2 ]Z : ANSI A 1 17. 1 W 43 Z.o m -- m !..c. ACCESSIBILITY C� _1 m DETAILS Q ACCESSIBLE ROUTES ■SHEET NUMBER: IIIIMI Q oil LFIII �11311 1 N.T.S. � rup I N.T.S. I N.T.S. IIIIIp 1- 1405 . 504 WALKING SURFACES I. III RIII dill. 11111 '� Z -7-32" MIN.* *32" MIN.* *32" MIN,* DOOR NOTES KEN McCRACKEN, M. Off 1. REVOLVING DOORS, REVOLVING GATES,AND TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE AND SHALL i a E` r - ` - 7 r I - - COMPLY WITH SECTIONS 402.3 AND 402.4. ARCHITECT I { I I- I 2. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL. 6 .,.\] °�� 18" MIN. _ - - - - 3. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH z z I z I 1 z 1 c, z I 8" MIN. ( I I I < ' I z_ 2 1 I z { SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP,WITH THE DOOR OPEN 38 EXECUTIVE PARK • 24" MIN. 90 DEGREES. IN ALTERATIONS,A PROJECTION OF 5/8 INCH MAXIMUM INTO THE REQUIRED CLEAR WIDTH SHALL BE Architecture-Program Management•Permitting J b I /, i ' 1 36" MIN. ,o I I 22" MIN. I I 24" MIN. I PERMITTED FOR THE LATCH SIDE STOP. SUITE 310 "' ( N- j A L. 4. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE IRVINE, CA 92614 HINGED DOOR SLIDING DOOR FOLDING DOOR I I I 1....c___�8, I I - - { I i FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES Contact Jeff Lederman CLEAR WIDTH OF DOORWAYS �. J J I. - - - J } L - J - --� ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES. 1949)430-7051 siimmii- � � � � d -� 5. MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 jlieaerrr,an®pmdgrnc.com INCHES OF THE LATCH SIDE OF A DOORWAY, PROJECTS MORE THAN 8 INCHES BEYOND THE FACE TI THE DOOR, tilirilliiiiiillill.1111,,ii- / \ 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. 6. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL NOT SLOPE STEEPER THAN 1:48. \ 48" MIN. \I Z .I 60" MIN. \i' z 7. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH HIGH MAXIMUM. 2 8. THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48 INCHES I- - - --1 MINIMUM PLUS THE WIDTH OF DOORS OR GATES SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS II I • j I r - - - _ J t 1 I r -I I I SHALL PRDVIDE ATURNING SPACE. JEFF UEDERMAN,ARCHITECT ,� 12" MIN. zZ I9. HANDLES, PULLS. LATCHES, LOCKS,AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL BE OPERABLE WITH SEAL: II 1I I I z I I T 2" MIN. i i g 12" MIN.� ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE • 1, I I Eo ' \ I c0 I I Co \ I 24" MIN. I x I 24" MIN. I 10 - 1 22" MINI I o0 I 22" MIN. 1 REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. I I I I I itip'I` 'i' I -�' I ' "a I /� ` \ i, 10. OPERABLE PARTS OF HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR 011 - - L - - - J 'I, k " L - - J L J ,, I- J 4 L J ,� OR GROUND. CEDAIQC - - - - 1� 11. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE y� / \ ,r TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. \� \u- Z 12. THE FORCE FOR PUSHING OR PUWNG OPEN AN INTERIOR DOOR OR GATE SHALL BE 5 POUNDS MAXIMUM. KENNETH J. �� f X48" MIN. 4� 13. THE FORCE FOR PUSHING OR PUWNG OPEN REQUIRED FIRE DOORS SHALL BE THE MINIMUM OPENING FORCE , M RACKE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. \ 1 L J J L A J L J k J LiJ 14. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASURED • \ / VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR - AM S, WA GATE. f� License#5599 FRONT APPROACH, PUSH SIDE, FRONT APPROACH PUSH SIDE, DOOR PROVIDED WITH LATCH APPROACH. PUSH SIDE LATCH APPROACH, PUSH SIDE, HINGE APPROACH. PUSH SIDE HINGE APPROACH, PUSH SIDE, 15. AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH SECTION 404.3. FULL-POWERED AUTOMATIC Vii ���\ DOORS IN SERIES FRONT APPROACH DOOR PROVIDED WITH BOTH PUSH SIDE BOTH CLOSER AND LATCH DOOR PROVIDED WITH CLOSER DOOR PROVIDED WITH BOTH DOORS HS i COMPLY WITH ANSI/BHMAAI 56.10. LOW-ENERGY AND POWER,ASSISTED DOORS SHALL COMPLY WITH / OF O CLOSER AND LATCH CLOSER AND LATCH I N.T.S. 08/26/2020 DOORS 1404 07.0620 KJMl2655 SIGN TEXT 2. WHERE ATACTILE SIGN IS PROVIDED AT A DOOR,THE SIGN SHALL BE LOCATED ALONGSIDE •CONSULTANT: I. WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH THE DOOR AT THE LATCH SIDE.WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS BOTH VISUAL AND TACTILE CHARACTERS,OR TWO SEPARATE SIGNS, ONE WITH VISUAL. WITH ONE ACTIVE LEAF,THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF.WHERE A AND ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED. TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH IWO ACTIVE LEAFS,THE SIGN SHALL 2. RAISED CHARACTERS SHALL BE DUPUCATED IN BRAILLE. BE LOCATED TO INE RIGHT OF THE RIGHT HAND DOOR.WHERE THERE IS NO WALL SPACE .t NI 3. RAISED CHARACTERS SHALL BE 1/32 INCH MINIMUM MOVE THEIR BACKGROUND, AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS El UPPERCASE AND SANS SERIF FONT. SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE _ 4. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM 1 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 1\ w UPPERCASE LETTER"I". THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN 5. STROKE THICKNESS OF THE UPPERCASE 1±ITER"I"SHALL BE 15 PERCENT MAXIMUM OF THE POSITION. \ HEIGHT OF THE CHARACTER. TEXT -;; 1 CHARACTERS DIRECTIONAL SIGN ISA SIGN VISUALTEXT II f l t 1 SIGN NIBRAILLESHALBE CONTRACTED(GRADE 2I AND SHALL COMPLY WITH SECTION 703.4. WITH EITHER CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH.CHARACTERS BRAILSHALL CONTRAST WM-I THEIR BACKGROUND WEITHER LIGHT CHARACTERS ON A DARK ENTRY&DIRECTIONAL SIGN NOTES: -� / 2. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH BACKGROUND OR DARK CHARACTERS ON A UGHT BACKGROUND. \ z / Z g TABLE 703.4.3.THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE 2. VISUAL CIHARAC I ERS 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 - - - . ' ,a0 LETTERS OF THE ALPHABET, INITIALS,AND ACRONYMS. ACCESSIBILITY. #Eim. 'i7L- 3. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL 2. SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUNDS SHALL HAVE A NON-GLARE FINISH. FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED PICTOGRAMSSYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUNDS, W T1-I EITHER A LIGHT _:4.,„„ ,:t7 _Q1,. ,.r aEt*x HEIGHT OF TACTILE CHARACTERS BELOW THE ENTIRE TEO-. BRAILLE SHALL BE SEPARATED 3/8 INCH MINIMUM AND 1/2 INCH 1. PICTOGRAMS SHAT 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 CHARACTERS AND 3/8 INCH MINIMUM FROM RAISED BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. 3. DIRECTIONAL SIGNS THAT INDICATE THE LOCATION OF THE NEAREST ACCESSIBLE ENTRANCE 1"" BORDERS AND DECORATIVE ELEMENTS 2. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON-GLARE FINISH. PICTOGRAMS SHALL SHALL BE PROVIDED AT NON- ACCESSIBLE ENTRANCES. z CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A IIIW SIGN INSTALLATIONDARK PICTOGRAM ON A LIGHT FIELD. E 1. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE XW z FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST o z BRAILLE CELLS AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND Q Q SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST UNE OF RAISED CHARACTERS. E Ca 11 IE O Li N.T.S. j I N.T.S. 201 703 1703.6 07.08. m,0e. STORAGE: 9. NUMERIC KEYS SHALL BE ARRANGED IN A 12-KEY ASCENDING OR DESCENDING CHECKOUT COUNTERS: TELEPHONE KEYPAD LAYOUT.THE NUMBER FIVE KEY SHALL BE TACTILELY DISTINCT FROM 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-OW AISLES SHALL BE PROVIDED IN ACCORDANCE 1 2 3 7 8 ( g 2. A CLEAR FLOOR OR GROUND SPACE SHALL 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, - ll 1 J 3. STORAGE ELEMENTS SHALL COMPLY WITH AT LEAST ONE OF THE REQUIRED ACCESSIBLE CONTRAST SHALL BE EITHER UGHT-ON-DARK OR DARK-ON-UGI-TE ACCESSIBLE CHECK-OUT AISLES SHALL BE DISPERSED. REACH RANGES. 11. FUNCTION KEY SURFACES SHALL HAVE TACTILE SYMBOLS AS FOLLOWS: ENTER OR 4 [ 5 6 4 5 6 4. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT PROCEED KEY: RAISED CIRCLE;CLEAR OR CORRECT KEY:RAISED LEFT ARROW;CANCEL KEY: I i 2. CHECKOUT COUNTER SURFACE HEIGHT SHALL BE 38 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.THE TOP OF 11 IE i GRASPING,PINCHING,OR TWISTING OF THE WRIST.THE FORCE REQUIRED TO ACTIVATE RAISED LETTER EX ADD VALUE KEY:RAISED PLUS SIGN; DECREASE VALUE KEY:RAISED �+ COUNTER EDGE PROTECTION SHALL BE 2 INCHES MAXIMUM MOVE THE TOP OF THE COUNTER SURFACE ON THE AISLE SIDE OF THE 7, 8, 9 1 2 3 OPERABLE PARTS SHALL BE 5 POUNDS MINUS SIGN. CHECK-OUT COUNTER. * 0 # D # 12. THE DISPLAY SCREEN SHALL BE VISIBLE FROM A POINT LOCATED 40 INCHES ABOVE THE --€ r _ \IA L.-), I ATM REQUIREMENTS: CENTER OF THE CLEAR FLOOR SPACE IN FRONT OF THE MACHINE. --'� SALES AND SERVICE COUNTERS: 13. CHARACTERS DISPLAYED ON THE SCREEN SHALL BE IN A SANS SERIF FONT.CHARACTERS 12-KEY 12-KEY I. A CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. SHALL BE 3/16 INCH HIGH MINIMUM BASED ON THE UPPERCASE LETTER"IS CHARACTERS g I. WHERE PROVIDED,AT LEAST ONE OF EACH TYPE OF SALES COUNTER AND SERVICE COUNTER SHALL BE ACCESSIBLE.WHERE M 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 DARKCo 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 UGHT BACKGROUND. m m 2. THE ACCESSIBLE PORTION OF THE COUNTER TOP SHALL EXTEND THE SAME DEPTH AS THE SALES OR SERVICE COUNTER TOP. Z r\I OPERABLE PARTS SHALL BE 5 POUNDS. 14. BRAILLE INSTRUCTIONS FOR INITIATING THE SPEECH MODE SHALL.BE PROVIDED. 7is4 3. A PORTION OF THE COUNTER SURFACE THAT IS 36 INCHES LONG MINIMUM AND 36 INCHES HIGH MAXIMUM ABOVE THE FINISH LLJ NI 3. OPERABLE PARTS SHALL BE WITHIN AN ACCFCSIBLE REACH RANGE. =1.11111 FLOOR SHALL BE PROVIDED.A CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR A PARALLEL APPROACH ADJACENT TO 0 N, 4. AUTOMATIC TELLER MACHINES SHALL PROVIDE THE OPPORTUNITY FOR THE SAME DEGREE THE 36 INCH MINIMUM LENGTH OF COUNTER. OF PRIVACY OF INPUT AND OUTPUT AVAILABLE TO ALL[NM/DUALS. FOODSERVICE COUNTER CHECKourASLE COUNTER 4. WHERE THE PROVIDED COUNTER SURFACE IS LESS THAN 36 INCHES LONG,THE ENTIRE COUNTER SURFACE SHALL BE 36 INCHES CN 5. MACHINES SHALL BE SPEECH ENABLED.OPERATING INSTRUCTIONS AND ORIENTATION, HIGH MAXIMUM ABOVE THE FINISH FLOOR. VISIBLE TRANSACTION PROMPTS,USER INPUT VERIFICATION, ERROR MESSAGES,AND ALL 5. WHERE COUNTERS OR TELLER WINDOWS HAVE SECURITY GLAZING TO SEPARATE PERSONNEL FROM THE PUBLIC,A METHOD TO 1 DISPLAYED INFORMATION FOR FULL USE SHALL BE ACCESSIBLE TO AND INDEPENDENTLY 36" MIN. FACILITATE VOICE COMMUNICATION SHALL BE PROVIDED f USABLE BY INDMDUALS WITH VISION IMPAIRMENTS.SPEECH SHALL BE DELIVERED RAISED Q THROUGH A MECHANISM THAT IS READILY AVAILABLE TO ALL USERS, INCLUDING BUT NOT COUNTER FOOD SERVICE ONES: a G LJMIIEDTO,AN INDUSTRY STANDARD CONNECTOR ORATELEPHONE HANDSET.SPEECH ACCESSIBLE- "' SHALL BE RECORDED OR DIGITIZED HUMAN,OR SYNTHESIZED. COUNTER /� I _--� 6. SPEECH SHALL BE CAPABLE OF BEING REPEATED OR INTERRUPTED.VOLUME CONTROL •,k I 1. WHERE SELF-SERVICE SHELVES ARE PROVIDED,AT LEAST 50 PERCENT,BUT NO FEWER THAN ONE, OF EACH TYPE PROVIDED SHALL 1 SHALL BE PROVIDED FOR THE SPEECH FUNCTION. COMPLY WITH REQUIRED REACH RANGES. __.1- i _ 7. WHERE RECEIPTS ARE PROVIDED,SPEECH OUTPUT DEVICES SHALL PROVIDE AUDIBLE 2. THE TOPS OF TRAY SLIDES SHALL BE 28 INCHES MINIMUM AND 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. Ln BALANCE INQUIRY INFORMATION, ERROR MESSAGES,AND OTHER INFORMATION ON g __ cCD ' O THE PRINTED RECEIPT NECESSARY TO COMPLETE OR VERIFY THE TRANSACTION. m n t �}i - 4- 8. AT LEAST ONE TACTILELY DISCERNIBLE INPUT CONTROL SHALL BE PROVIDED FOR EACH ATM REACH HEIGHT FUNCTION.WHERE PROVIDED.KEY SURFACFS NOT ON ACTIVE AREAS OF DISPLAY -'I' r SCREENS,SHALL BE RAISED ABOVE SURROUNDING SURFACES.WHERE MEMBRANE KEYS H. ARE THE ONLY METHOD OF INPUT, EACH SHALL BE TACTILELY DISCERNIBLE FROM SERVICE COUNTER FRONT EL VAT1ON SURROUNDING SURFACES AND ADJACENT KEYS. MMIMIMMINIIIIM REV DATE DESCRIPTION N.T.S. i N.T.S. 08/24/20 MIK AGBVCYSUBMITi1L ATMS 707904 et 07 OEL 07.0EL FORWARD REACH: --.r, , I I. WHERE A FORWARD REACH IS UNOBSTRUCTED,THE HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM 60" MIN. 60" MIN. f_ nPIVD ANE LOW FORWARD REACH SH LL BE 15 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND.• CD 2. WHEREAHIGHFORVWARDREACHISOVERANOBSTRUCTION,THECLEARFLOORSPACESHALLEXTENDBENEATH '� N THE ELEMENT FDR A DISTANCE NOT LESS Tl-IAN I1HE REQUIRED REACH DEPTH OVER THE OBS RUC11ON.THE - z 7 2 �_-• HIGH FORWARD REACH SHVJ_BE 48 INCHES MA IMUM WHERE THE REACH DEPTH IS20 INCHES MAXIMUM. \ I I ZI II_1 WHERE THE REACH DEPTH EXCEEDS 20 INCHES,THE HIGH FOfRWARD REACH SHALL f3E 44 INCHES MAXIMUM \ :b I a1 Z g I I b I i I � N f �" c" AND THE REACH DEPTH SHALL.BE 25 INCHES MAXIMUM. m I Q �l _ L .- J L_I - - �� t d" y J L J I �� I 48" MIN. 36" MIN. N �, ,I, y. SIDE REACH: 1\ / I I k L - ----- I1 00 1. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE \ / N BASE REACH DEPTH REACH DEPTH REACH DEPTH � ` � � � - - � � X30" MIN.* ��� � __ - - � C7 10" MAX. 10" MAX. 10" to 24" MAX, REACH IS UNOBSTRUCTED,THE HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM AND THE LOW SIDE REACH _ U SHALL BE 15 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. J 136" MIN. 1 FORWARD PARALLEL A I I J j 2. AN OBSTRUCTION SHALL BE PERMITTED BETWEEN THE CLEAR FLOOR OR GROUND SPACE AND THE ELEMENT x 1 i I SIDE REACH WHERE THE DEPTH OF THE OBSTRUCTION IS 10 INCHES MAXIMUM. 12' MIN.J LT 2" MIN. -4- L - -Q 3. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH REACH DEPTH SIDE REACH IS OVER AN OBSTRUCTION,THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAXIMUM AND CIRCULAR SPACE T-SHAPED SPACE 60" MIN. f DRAWN BY: H REACH DEPTH THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAXIMUM.THE HIGH SIDE REACH SHALL BE 48 INCHES CLEAR FLOOR SPACE NOTES: 9, • 20" MARX - GREATER THAN / A' MAXIMUM FORA REACH DEPTH OF 10 INCHES MAXIMUM.WHERE THE REACH DEPTH EXCEEDS 10 INCHES,THE ALCOVE CHECKED BY: 20"to 25" MAX. HIGH SIDE REACH SHALL BE 46 INCHES MAXIMUM FORA REACH DEPTH OF 24 INCHES MAXIMUM. TURNING SPACE NOTES: 1. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. ■ARCH. PROJECT NO.: =IMM CO 2. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MINIMUM BY 48 INCHES h /�^� D l 1 . SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. MINIMUM. BKM20004 I L OOO`T^ u) Ig -1 g 2. CIRCLE TURNING SPACE SHALL BE A SPACE OF 60 INCHES DIAML I ER MINIMUM.THE SPACE 3. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE PERMI I I ED TO r r- SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE. INCLUDE KNEE AND TOE CLEARANCE. •SHEET NAME: 1grs4bo 11111k'_ 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 („) ?fir/,!�, �;�i7;9 ANSI :MA �;;, ` BASE 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 z hiii -!"i•- ,, 1 �//LW J TI► - J 12 INCHES MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF 5. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN W T r 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. CD 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 I Q SPECIFIED. C I%ll L.� ■SHEET NUMBER: J Q REACH RANGES N.T.S. . = N.T.S. - - I N.T.S. l I'" 308 304 1305 Z m.08. 07.0a2o m,0a �,, SINGLE USER SIZE: DRINKING FOUNTAIN NOTES KEN McCRACKEN, i. NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED.WHEN PROVIDED, ONE LOWERED DRINKING I. 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•Permitting TOILET COMPARTMENT SIZE: BE SUBSTITUTED FOR TWO SEPARATE DRINKING FOUNTAINS. 59'MIN. 59"MIN. 3. UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE POSITIONED FOR A FORWARD APPROACH AND CENTERED ON 38 EXECUTIVE PARK ®FLOOR MOUNTED WCr ' •FLOOR MOUNTED WCr I. WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES WIDE MINIMUM MEASURED PERPENDICULAR TO THE SIDE WALL, THE UNIT. SUITE 310 56'MIN. 56" MIN. 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 56" MIN. r i -/- i CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL 5. OPERABLE PARTS SWLL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR Contact�Liederman ®WALL MOUNTED WC WALL MOUNTED WC TWISTING OF THE WRIST.THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS. 19491 430-7051 TOILET COMPARTMENT DOORS: 5" MAX 6. SPOUT OUTLETS SHALL BE 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. jiiedertnan�prndginc.corrl ran 15" MIN. 7. THE SPOUT SHALL BE LOCATED 15 INCHES MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES MAXIMUM FROM THE TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION 404 EXCEPT THAT IF THE APPROACH IS �` E OF THE UNIT, INCLUDING BUMPERS. 2 0 2 O 2 O TO THE LATCH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE STALL AND ANY OBSTRUCTION 8. THE SPOFRONT UT SHALL PROVIDE A FLOW OF WATER 44 INCHES HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES MAXIMUM g H SHALL BE 42 INCHES MINIMUM. 4 ) FROM THE FRONT OF THE UNIT.THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO 2.3. WHERE LOCATED NSHALL BE O THE FDIN THE FRONT I20NT PARTITION,THE DOOR OPENINGON OR IN THE DE WALL SHALL BE04RINCHES PARTITIONFARTHEST 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 ONINIIIIIIIIIMIIIIIIIIII FIXTURES NOT FARTHEST FROM THE WATER CLOSET.WHERE LOCATED IN THE SIDE WALL OR PARTITION,THE DOOR OPENING SHALL BE 4 INCHES ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAXIMUM.WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES AND JEFF LIEDERIv1AN ARCHITECT ALLO D MAXIMUM FROM THE FRONT PARTITION. 7 . 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT,THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES WITHIN WC ` 4I . THE DOOR SHALL BE SELF-CLOSING. o MAXIMUM. II SEAL:IIIIIIIIII CLEAR SPACE DOOR SHALL NOT 5. A DOOR PULL COMPLYING WTIH SECTION 404.2.6 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. r'_ 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. 41114 20. �_♦ 'a Pk MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. REQUIRED MINIMUM ,►!�!/ rn AREA OF THE ;(4)� �.l ��ED ASC [I COMPARTMENT TOE CLEARANCE: V41\Y �/ SIZE OF CLEARANCE AT SIDE OUT SWINGING DOOR SIDE IN-SWINGING DOOR I I. THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9 INCHES MINIMUM ABOVE THE ` r C KENNETH J. WATER CLOSETS IN FINISH FLOOR AND 6 INCHES DEEP MINIMUM BEYOND THE COMPARTMENT-SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION M RACKE SINGLE USER RESTROOM SUPPORT MEMBERS. 2. COMPARTMENTS FOR CHILDREN'S USE SHALL PROVIDE ATOE CLEARANCE OF 12 INCHES MINIMUM ABOVE THE FINISH FLOOR. • 3. TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66 INCHES WIDE. -AM S, WA 59"MIN. 59" MIN. DRINKING FOUNTAIN DRINKING FOUNTAIN License#5599 0 FLOOR MOUNTED WC' -/ /-FLOOR MOUNTED WCC AMBULATORY ACCESSIBLE COMPARTMENTS: SPOUT LOCATION ELEVATION //11(' �0� 56" MIN. 56'MIN. I I. AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE A DEPTH OF 60 INCHES MINIMUM AND A WIDTH OF 36 INCHES. OF O) WALL MOUNTED WC +�WALL MOUNTED WC Z. TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION 404, EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY ,yL� q I OBSTRUCTION SHALL BE 42 INCHES MINIMUM. THE DOOR SHALL BE SELF-CLOSING.A DOOR PULL COMPLYING WITH SECTION )IJ til KING FOUNTAINS I N.T.S. 08/26/2020 DOOR 404.2.6 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH.TOILET COMPARTMENT DOORS SHALL NOT SWING INTO 1109 5602 1ur�rsess O I Z 0 LOCATION THE MINIMUM REQUIRED COMPARTMENT AREA m. Z_ � I 2 OVERLAP: ■CONSULTANT: ��13 1/2'MIN. 1. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET,ASSOCIATED GRAB y i 13 1/Z" MIN. !' 4' MAX. BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES,ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND J 4 �\ J 7.- 4" WITHIN THESREQUIRED AT OTHER REQUIRED WATER CLOSET CREW l��E TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED 4„ MAX- 42" MIN. SWING INTO THE A oFDHE MINIMUM WATER CLOSET: ,tr_ COMPARTMENT [1 1. THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE.THE CENTERUNE OF THE END OUT-SWINGING DOOR END IN-SWINGING DOOR TOILET COMPARTMENT WATER CLOSET SHALL BE 16 INCHES MINIMUM TO 18 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION, EXCEPT THAT THENSU�TE HPES '1- DOORS WATER CLOSET SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM FROM THE SIDE WALL OR PARTIT1ON IN THE AMBULATORY 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 0 --. n -'ARTITION -PARTITION O HIGH MAXIMUM. z LAVATORY NOTES: WALL HUNG TYPE STALL TYPE / 6" MIN. - / 6" MIN. 0 1. A CLEAR FLOOR SPACE POSITIONED FOR A FORWARD APPROACH,AND KNEE AND TOE URINAL NOTES: `O CLEARANCE SHPROVIDED. 1. URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE WITH THE RIM 17 INCHES 2. THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND TOECES. MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. �' , '` ` 3. LAV OR SAND SINKS SHAH BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM 2. URINALS SHALL BE 13-1/2 INCHES MINIMUM MEASURED FROM THE OUTER FACE OF 6-V-- 9" MIN. V >t" 12" MIN. THE URINAL RIM TO THE BACK OF THE FIXTURE. IN I l OR COUNTER SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 3. A CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BEz -'t- 2 4. CONTROLS FOR FAUCETS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIREW -\------12 TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST.THE FORCE REQUIRED TO PROVIDED. Z I N ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS. HAND-OPERATED METERING FAUCETS 4. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH ELEVATION ELEVATION T SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT W >- 6" MIN. ADULT CHILDREN 36" II :o 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 0 z OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS. d Q ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. Z f TOE CLEARANCE TOE CLEARANCE AMBULATORY COMPARTMENT maiE O N.T.S. i N.T.S. N.T.S. 1605 ;603,604 606 _ m.°& moa m.°a ■ ■ GRAB BAR NOTES: CLEAR SPACE 2 1. 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 ---39"-41" / 2 ON THE REAR WALL FIXTURE. r 54" MIN. i °D 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 INDMDLJAL USE AND A 30 INCH X 48 INCH MAXIMUM FROM THE REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM THE REAR Ii r CLEAR FLOOR SPACE IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, 12" MAX. WALL. " DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED �` 3. A VERTICAL GRAB PAR 18 INCHES MINIMUM IN LENGTH SHALL BE MOUNTED WITH THE FOR ANY FIXTURE 42" MIN. BOTTOM OF THE BAR LOCATED 39 INCHES MINIMUM AND 41 INCHES MAXIMUM ABOVE = r P Lu THE FLOOR,AND WITH THE CENTER UNE OF THE BAR LOCATED 39 INCHES MINIMUM ANDile En z TOILET ROOM ACCESSORIES 41 INCHES MAXIMUM FROM THE REAR WALL •- 2 1. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM m 1- 4. THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG MINIMUM AND EXTEND FROM THE EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. o :._ n m CENTERUNE 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. I I . MINIMUM ON THE OTHER SIDE. DISPENSER UNIT LOCATION 3. SHELVES SHALL BE LOCATED 40 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISHrn 'F 5. THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24 INCHES LONG MINIMUM, CENTERED FLOOR. ? ON THE WATER CLOSET,WHERE WALL SPACE DOES NOT PERMIT A LENGTH OF 36 INCHES 4. WHERE TOWEL OR SANITARY NAPKIN DISPENSERS,WASTE RECEPTACIJ=S, OR OTHER ACCESSORIES SIDE WALL GRAB BAR MINIMUM DUE TO THE LOCATION OF RECESSED FIXTURE ADJACENT TO THE WATER ARE PROVIDED IN TOILET FACILITIES,AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN y LLJ ry CLOSET. ACCESSIBLE ROUTE.ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 48 INCHES MAXIMUM 6. GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DLAME I ER OF 1-1/4 ABOVE THE FINISH FLOOR. 1-112" INCHES MINIMUM AND 2 INCHES MAXIMUM. 5. TOILET PAPER DISPENSERS SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF MIN. 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 C -if-36" MIN. r BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE DISPENSER SHALL BE BELOW THE GRAB PAR, 18 INCHES MINIMUM ABOVE THE FINISH FLOOR AND I 24" MIN. I /12' MIN. f-12 INCHES MINIMUM. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ff TO MIRROR SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL NOT BE OFA TYPE THAT ABOVE SHALL BE 12 INCHES MINIMUM. ` - I r �� °C l� SURFACE CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. 8. GRAB BARS SHALL BE INSTAL I FD IN A HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36 -�-_ PROJECTING OBJECTS RECESSED OBJECTS INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING g g M ck/1) a SURFACE. SPACING OF GRAB BARS 9. GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE Eo OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. TRANSFER SIDE 10. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. •F. 7 11. GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT0 THE SPECIFIED LOCATIONS AND THAT DOES NOT OBSTRUCT THE REQUIRED CLEAR FLOOR SEAT TOWEL WASTE PRODUCT TOWEL SOAP MIRROR 0-, �.•' i SPACE. COVER & DISPENSER 12. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL DISPENSER WASTE 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. IIMNIIIIIIIIF REV DATE DESCRIPTION N.T.S. N.T.S. 201 08r24rzo MAL AGENCY SUBMITTAL 604,609 603,604 07.0E1m.aa TOE CLEARANCE 1. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR GROUND AND 9 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED TOE CLEARANCE. f- - - - - z 2. TOE CLEARANCE SHALL EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT. 0 3. WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR SPACE,THE TOE O } I o CLEARANCE SHALL EXTEND 17 INCHES MINIMUM BENEATH THE ELEMENT. '�u �� ' MSN L - - 4. SPACE EXTENDING GREATER THAN 6 INCHES BEYOND THE AVAILABLE KNEE CLEARANCE AT 9 INCHES N 4 ABOVE THE FINISH FLOOR OR GROUND SHALL NOT BE CONSIDERED TOE CLEARANCE. d" X / 5. TOE CLEARANCE SHALL BE 30 INCHES WIDE MINIMUM. N 6" MAX. 17"-25"J co ELEVATION PLAN KNEE CLEARANCE O I. SPACE UNDER AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FINISH FLOOR OR GROUND TOE CLEARANCE SHALL BE CONSIDERED KNEE CLEARANCE. J 2. KNEE CLEARANCE SHALL EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT AT 9 INCHES ABOVE THE Q FINISH FLOOR OR GROUND. _ I- 8" MIN 3. WHERE KNEE CLEARANCE IS REQUIRED UNDER AN ELEMENT AS PART OF A CLEAR FLOOR SPACE,THE KNEE I` 2 CLEARANCE SHALL BE 11 INCHES DEEP MINIMUM AT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND, Dom' 2 AND 8 INCHES DEEP MINIMUM AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND. CHECKED BY: 2 b. 4, BETWEEN 9 INCHES 27 INCHES THE FINISH FLOOR OR GROUND,THE KNEE CLEARANCE SHALL m Z Z BE PERMI I I ED TO REDUCE AT RATE OF I INCH IN DEPTH FOR EACH 6 INCHES IN HEIGHT. ■ARCH. PROJECT NO.: M `� i 5. KNEE CLEARANCE SHALL BE 30 INCHES WIDE MINIMUM. BKM Z 0004 Irv ), L - - - J ■SHEET NAME: IMIMMIMMII U ,` ANSI Al 17. 1 Z 11' MIN. UJ ELEVATION PLAN ACCESSIBILITY co DETAILS Q KNEE CLEARANCE ■SHEET NUMBER: "`"J Q tI ill � .11111111N.T.S. I `.2] 306 ,dlII, ® '11111111 m. Z KEN McCRACKEN, ARCHITECT „" 38 EXECUT1VE PARK /\o \\w "" SUITE 310 ,1a\\\\\\\\\\\\o\��\ IRVINE, CA 92614 Vovvvv�•\� ... ♦ Contact Jeff Uederman p�\\ 4\ \ \\\�"�\\\ 1 19491 4347051 00 ,`\\ \ �, aom /1-'8' 44/ . çO2.l1 A r -. • / • 1� //// f 11 JEFF UEDERAAfW,ARCHITECT WV f:; 4_ 111 SEAL: •\\\ it zf; et• Ni, 0" • • - ♦ ,\cc _ ARC 1ili ♦ C� KENNETH J. I �` = Ilk1 46,520 S.F. . ♦ M RACKE _.-: I 4 d"----,:fr:"\;:l COMMER : ,,, BU1LL7LNG ,♦ p- AM • rs1 � I ` ♦ rS� License#5599 - -0:-.6 W = �• 08/26/2020 i t••,00 � � If952 119591 •�a. a• �� 01 ■CONSULTANT: a•• 1111,`` 1 N.I.C. -�� _, .+s ,��. � , + 11954 #x► �/� �� = ♦♦ 1 1956 + • 111111° •a.,�•' 111001111111111 ♦Ti11958 +\ •��• `•a�• 11, it\ • 7 , .s. . ...ge .__ ,________ -d- I" _..„,_) 0001\,6. w \ - N. ° \ ,1 I 11111 W Z W � la . X 0 Z < a oc0011111 12000 I rZaE ° N.I.C. /A COSilik \ % -,.. . oiilieoK\c M . \ ______------- a,r p Ln n,,r,, ;}';1'' , �'' 1� i�[ �1�1 111 )010 OW, NO tea �� il;��;i�. ' ��.., 'SII,►1, L_L__________\9__________,___----_L„,I, N IM, '1 `Il�u,i;h, '4,,A(:+,\„;` S '`� 6 ,}I`tI, i,r1�11 1A.,„ y� ',,I I� 1 . ,noun��� ,,,,„I1��I„, {�I �,��,,,u �,,, 4 W 1 wv 0 1 � \ 111 \ 1 Ln a •• ft Z 0.., u / 3 til • • ,� I WV 12060 N.I.C. M/ ' � zeariNik / � r z•� 1111 i 110. -9.- hi O z. • . 41 plimimummmumfilli 7 1 , / 121oo i �n 1 Z3Z , \ iiiiir N.I.C. P I.I.C. Raj . ,, v m........ REV DATE DESCRIPTION 12150iftftt3 1 , � 'o, \ oa�no � K 0 ,..:i !, Qj I1/Imo ae�rrapwaFs I ea N.I.C. 711 • . 411 1 ti� C 4 t O _4,1OP ..._ ________ ._ler O _ N KEY DESCRIPTION 0 7 ________________________ N_ MIIIM11111111111111111•11111111•11 r..... SCOPE OF WORK UMT UNE DRAWN 6Y: MP r”' i ___________ 1— CHECKED BY: VK (E) PROPERTY UNE ■ARCH.PROJECT NO.: IIIIIMINIMIIIM ® (E)ACCESSIBLE PARKING BKM Z 0004 LV ■SHEET NAME: 0 ** ** NOTE: —t- -t- -4- -E- — (E)ACCESSIBLE PATH TO PUBLIC WAY EXISTING SITE PLAN Z FoR R oNLy No CHANGES To,SITE. 0 30 60 120 1130 240 ,,,....� *F SITE PLAN IS FOR REFERENCE ONLYOR REFERENCE v I I ONLY SCALE: 1"=60.-0" NORTH ■SHEET NUMBER: ~ Z SYMBOLS LEGEND 0 _ - ----I ( # KEYNOTE DESCRIPTION KEN McCRACKEN, ( 3 Q 1 Q I 1. (E) EXTERIOR WALL TO REMAIN, PROTECT IN PLACE. ARCHITECT I I Architecture•Program Management•Permitting I 2. (E) DOOR TO REMAIN. INSPECT, PATCH &REPAIR TO ASSURE IN GOOD WORKING ORDER N i I u 1 U = 11 °r, u L, 38 EXECUTNE PARK •�O �� F' 3. (E) STOREFRONT SYSTEM TO REMAIN. PROTECT IN PLACE. SUITE 310 �� 4„...../ J / I IRVINE, CA 92614 ' C. 4. (E) ELECTRICAL ROOM TO REMAIN. Eso cContact Jeff Liedennan 15 ® 5. (E) COLUMN TO REMAIN. PROTECT-IN-PLACE. GC TO INSPECT GYP. BD. FINISH; PATCH, REPAIR, I9I430-705I ii I I I jliedeiman®pmdginc.com ,�, VI � IIPAINTASNECESSARY.�`"� 0N CO 6. (E)WALL PARTITION TO REMAIN. PATCH CRACKS, HOLES, DAMAGED AREAS AS NEEDED TO i7\ •\ _ (1 .jI RECEIVE NEW PANT \� 0 / III 7. REMOVE EXISTING FLOORING IN THEIR ENTRY INCLUDING BUT NOT LIMITED TO TILE,VCT, ETC. / \\''‘ I�--- -_-- -.L-� � - ® DOWN TO IXISTLNG CONCRETE SLAB-FILL-IN CRACKS, PITTING, ETC.AS REQUIRED CLEAN & I PREPARE SLAB AS REQUIRED PER NEW FINISH & MANUFACTURING REQUIREMENT. JEFF UEDERMAN,ARCHITECT ® \�\, � 1.18. REMOVE ALL INTERIOR WALLS INCLUDING GYP. BOARD, STUDS, PLATES,ANCHORS, BLOCKING, SEAL: �� I BRACING, ETC. -GENERAL CONTRACTOR SHALL VERIFY AND LOCATE ALL STRUCTURAL WALLS _-__ __ ___i_____ -- ___ - LL - --M IIS INCLUDING BEARING WAI 1 C, SHEAR WALLS, ETC.AND COMPLY WITH DEMOLITION GENERAL m_,\ NOTE 13. %ED AR rrr; 4 6C• HORS, I F 9. REMOVE EXISTING SUSPENDED CEILING ASSEMBLY INCLUDING LIGHT FIXTURES, DIFFUSERS, � KENNETH J. 16� DUCTS, METAL SUSPENSION,TILES, ETC.AND EXPOSE STRUCTURAL SYSTEM. M RACKS J �\r \ \ 7\ -h- � 10. COMPLETELY REMOVE Al LIGHT FIXTURES. CUT AND CAP POWER AND CONDUITS TO PANEL c . © $ Li \J AM 5, WA /4117 :;\--' 11 { 11. COMPLETELY DEMOLISH AND REMOVE Al HARD UD GYP. BD. CEILINGS AND ASSOCIATED �� License#5599 �\ COSTING i Ni • 172-< 2 �' FRAMING. TYP. '972- 01')�� o ELECTRICAL RM. / C 19 ___ / ® 12. REMOVE ALL(E) ELEC. SUB-PANELS. CUT&CAP POWER AND CONDUITS TO MAN PANEL GC OF { 4 �/ _ TO ENSURE REMOVAL OF SUB-PANELS DOESNT INTERFERE W/INFRASTRUCTURE LEADING TO A o / 5 �- `24 - C ELECTRICAL ROOM. 08/26/2020 "\'1 ( 20 © TYP. \ 1 13. COMPLETELY DEMOLISH &REMOVE (E) RESTROOMS. PLUMBING FIXTURES TO BE COMPLETELY)) KJM/2655 1 - l/< \ , REMOVED. CUT&CAP(E) PLUMBING LINES BELOW SLAB. G.C. TO SALVAGE &REUSE (E) ) , 6 FIXTURES\)111H APPROVAL BY OWNER. ) ___..�._,._,.. ���� ._ __ _ ,,. ,_�_. �. ,. _ .v......�. ._`. �. ._ .. ._v._,) I111CONSULTANT: -I E'Y 7 A G 14. COMPLETELY REMOVE (E) STOREFRONT ASSEMBLY AND SAW CUT(E)CONC.WALL ABOVE 1 3 STOREFRONT TO CREATE 10'-0'W x 10'-0"H OPENING. PREP OPENING TO RECEIVE (N) ROLL-UP DOOR. 15 __ 15. FURRED WALL AT PERIMETER OF EXTERIOR WALL TO REMAIN. INSPECT, PATCH, REPAIR FINISH AS __ -- ---- _?_-mil __fi_ -.11. NECESSARY. , \ \ \ N 11 1J/ _=_= �� 7 16. CAREFULLY REMOVE (E) HERCUUTE GLASS WAIL SYSTEM AND SAFELY STORE FOR REUSE IN T.I. -J \ I- _ I I NB 17. COMPLETELY REMOVE (E) PLUMBING FIXTURE. CUT&CAP(E) PLUMBING LINES BELOW SLAB. II , N 9 J I 10 G.C. TO SALVAGE &REUSE (E) FIXTURES WITH APPROVAL BY OWNER. 1I/ ell12 ® 1$. REMOVE (2) BAYS OF STOREFRONT AND PREP OPENING FOR (N) STOREFRONT DOOR. I j I , 19. (E) GAS METERS TO REMAIN. PROTECT-IN-PLACE. \ MI N 11 I r11 .\ REMAIN.(E) ROLL-UP DOOR TO REMN. GC TO INSPECT IF IN GOOD WORKING AND COSMETIC 1 I I I 23 , CONDITION. I iiI I 21. IE)ACT GRID CEILING TO REMAIN, PATCH & REPAIR AS NECESSARY. I I r 22. COMPLETELY REMOVE ALL LIGHT FIXTURES. (E) POWER AND CONDUITS TO REMAIN FOR(N) LED 1STING I FIXTURES TO BE INSTALLED AT SAME LOCATION. I 1 3 1L61N� i t (_( lô 23. LOCATION OF (N) DEMISING WALL. REFER TO A02.10. W IE_ I = 24. REMOVE &RELOCATE (E) PENDANT UGHT FIXTURES AT(N) BREAKROOM. W . X " 1 \ \ KEYNOTES - DEMOLITION ari m - -- �- o I I m , 7 _ I. ALL SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVAL OF OWN DEBRIS. - r "/ - 2. GENERAL CONTRACTOR SHALL MAKE NECESSARY ARRANGEMENTS TO PROVIDE SECURED STORAGE FOR 1 1i 7 l ALL REUSABLE MATERIALS. \ 1 1 8 1 3. "AS-BUILT' DIMENSIONS AND EXISTING CONDITIONS MAY NOT HAVE BEEN VERIFIED. \ I I 1 I I 0 \ -N 16 ) DISCREPANCY BETWEEN ACTUAL BUILD OUT AND DEMOLITION PLANS MAY EXIST. • / I I I I ® CONTRACTOR TO FIELD VERIFY. N T fA-PART Ti I 22 _r.,- I3 4. GENERAL CONTRACTOR ALONG WITH SUBCONTRACTORS&EQUIPMENT VENDORS SHALL VISIT THE IL_.J 24 in- PROJECT SITE TO EVALUATE ALL ELECTRICAL.. MECHANICAL. &PLUMBING SERVING EXISTING CAR WASH , _J i I EQUIPMENT TO DETERMINE WHAT CAN BE RE-USED.JSED. \ \ 1 1____ 5. GENERAL CONTRACTOR SHAH VISIT THE PROJECT SITE TO VERIFY ALL FIELD CONDITIONS AS THEY RELATE I 1 I- 11 l� TO DEMOLITION INDICATED ON THIS PLAN. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY DISCREPANCY IS i ill-t- II 11 I FOUND. I \ i I I j E I IN j 6. GENERAL CONTRACTOR SHALL EXECUTE ALL DEMOLITION AND REMOVAL CAREFULLY, SO N I I I I I N, I I I I I 0 AS TO MINIMIZE INTERFERENCE WITH EXISTING CONDITIONS, NEW CONDITIONS, OR SITE -----rj•- I 1 (� t - �� 1 ® , CONDITIONS. IF ANY STRUCTURAL COMPONENTS ARE UNCOVERED UNEXPECTEDLY EI- ,II l I 1 DURING DEMOLITION,THE GENERAL CONTRACTOR SHALL STOP WORK IMMEDIATELY --.._..-----...-- i l ------ 1 Tl - I AND NOTIFY THE ARCHITECT AT ONCE. 1_11 U 11 12- __ I - _^ _ _= I ==J�1� I 7. WHERE PLUMBING, MECHANICAL OR ELIC I RACAL SYSTEMS/ITEMS ARE SPECIFIED TO BE O C 23 ® I REMOVED, THE GC SHALL ENSURE THAT THE SYSTEMS ME ABANDONED/SEALED/CAPPED TO THE EXTENT THAT THEY IN NO WAY INTERFERE WITH FINAL FINISH CONDITIONS. ``=. 1 2 THERE SHALL BE NO INDICATION OF PREVIOUS INSTALLATION WHATSOEVER. ANY z -_ __ k w DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AT ONCE. Ln rF =_ I I 14 iv O 8. WHERE EXISTING WALLS, CASEWORK FIXTURES, EQUIPMENT, ETC.ARE TO BE REMOVED, ••- II 1 zO �' NEWLY REVEALED SURFACES SHALL BE CLEANED SO AS TO ACCEPT NEW FINISH 0 II - O MATERIALS AS IDENTIFIED 1N ROOM FINISH SCHEDULE. ALL UNNECESSARY'BRACKETS, ," CUPS, HANGERS, NAILS, LEDGER BOARDS, ETC.THROUGHOUT THE SPACE SHALL BE A k w REMOVED. WORK SHALL BE PERFORMED SO AS TO LEAVE NO INDICATION OF PREVIOUS \ fl © DEMOLITION. iNif r-, Q TYP. I J 9. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE ANY AND ALL SAW CUTS OF � �� EXISTING CONCRETE SLAB WITH THE WORK OF OTHER TRADES. ALL SLAB CUTS/REMOVAL 7 SHALL BE MINIMIZED WHEREVER POSSIBLE. CONCRETE INFILL AT AREAS OF SAWCUT IS TO 3 , --,, 16 8 BE OF MINIMUM THICKNESS CONSISTENT WITH (DOSING CONCRETE SLAB. NEW w- �-I p r// I 14 1- -1 7� I[1]Li ` CONCRETE INFILL MUST BE ABLE TO PASS THE CALCIUM CHLORIDE TEST OF 3 LBS. OR LESS hI Li 1 ?- � PER 1000 SQ. FT.WITHIN 30 DAYS OF POUR. I 1 9 10. IRREGULARITIES IN THE EXISTING FLOOR SLAB, OR ANY CREATED DURING THE REV DATE DESCRIPTION Z4 10 I 2 DEMOLITION PROCESS SHAM BE IMPROVED TO A SMOOTH FINISH IN PREPARATION FOR 6 I A 124 1 14 L SMOOTH PATHS OF TRAVEL FLOAT MATERIAL IS TO BE SUITABLE FOR FUTURE NEW FINISHES.ABRUPT FLOOR LEVEL CHANGES ME TO BE GROUND/ FLOATED FOR 08/24/20 INIMAGENCYSUOMrrn� O A 11/17/20 a�avr CHANGES 4) rii APPLICATION OF INTERIOR IMPROVEMENT FINISHES. CONFIRM EXISTING CONCRETE SLAB Er �* _ . TO BEA MIN. OF 4"THICK AND SUITABLE FOR INSTALLATION OF BOTH CARPET AND © 1 I ii I I � N\ O T1LE.(I.E., MUST PASS THE CALCIUM CHLORIDE TEST OF 3 LBS. OR LESS PER 1000 SQ. FT.) 11 � I ii _ y WITHIN 30 DAYS OF POUR. mi 1$ ) I I LI ___ 7 I I 11. WHERE LANDSCAPE 1S DISTURBED DURING DEMOLITION, EVERY EFFORT TO RELOCATE 7.://F 1kI r _ _ I I I PLANTINGS TO AVAILABLE GROUND LOCAL TO THE AREA OF WORK MUST BE MADE. ANY � I� C.II 1 Y OM® I EXISTING IRRIGATION SYSTEMS THAT SUPPLY THE AREA OF DEMOLITION OR THAT SUPPLY , 4 ) -_� ==�0-==T ri bD(11S11T�IC. 1 I OTHER LANDSCAPE AREAS BEYOND,ARE TO BE PROTECTED DURING DEMOLITION TO ELECTRICAL RM. U -1 110 C _ I I ENSURE CONTINUED OPERATION. SYSTEMS NO LONGER NEEDED DUE TO DEMOLITION ___ ___ I I ARE TO BE CAPPED AT THE DEMOLITION BOUNDARY. D D ® -- r -�® 1 12. AT PATCHES TO EXISTING CONCRETE SLAB, INFILLS LESS THAN 1 S.F. CAN BE PREPARED BY T-8"-/ 6 ( 11L i I SCARIFICATION OF EXISTING FACES. PATCHES OVER 1 S.F. REFER TO SLAB INFILL NOTE, - - Li I DOSING _r----- ----� 1 THIS SHEET. Q DEMO STOREFRONT JANITOR 1i • 1 i # \ I I 3 13. VERIFY STRUCTURESi &LOAD BEARING WALLS BEFORE ANY WALLS ARE REMOVED. PROVIDE N © """ L_ r- I 16 1 SHORING BRACING AS REQUIRED TO MAINTAIN STRUCTURAL STABILITY OF EXISTING iii-ii_ SEE I/AO�.O _ I-__- �-- ----J 1 SEE I/AO2.O Ilili STRUCTURE DURING DEMOLITION. CEASE OPERATIONS AND NOTIFY THE ARCHITECT N - - - - - - _ _ _ _ _ _ _ _ _ IMMEDIATELY IF THE STRUCTURE APPEARS TO BE ENDANGERED. DO NOT RESUME MATCHL I NE �' I I i .. I '� I MATCHL I NE OPERATIONS UNTIL CORRECTIVE MEASURES HAVE BEEN TAKEN. DRAWN BY: MP = I I II � I I '� I I I g �' 1 `" I I I CHECKED BY: VK 11 I I II 11 I I I I ` GENERAL NOTES - DEM': ■ARCH. PROJECT NO.: �r cn II II LI It r 11 n rlI 1 0 ® \ I 1I I // \". C. II ISI` • KEY DESCRIPTION BKM20004W I I I I L L I I I I - ! I SHEET NAME: Ur N --� I (E)WALL CONSTRUCTION TO REMAIN Z _ ; ; /� I 1 11 �� I ; 11 PARTIAL DEMO Q ' I L = _ I I I O _ _ (E) CONSTRUCTION TO BE DEMOLISHED I p l _ L_ c i II -�` FLOOR PLAN U I I _,..---CO 5 II tti O ( === (E) STOREFRONT WINDOW TO BE REMOVED NORTH SHEET NUMZ W PARTIAL FLOOR PLAN 1/8''= 1 -0. SYMBOLS LEGEND J 0 1 C # ) KEYNOTE DESCRIPTION KEN MCCRACKEN, 1. (E) EXTERIOR WALL TO REMAIN, PROTECT IN PEACE. ARCHITECT Architecture•Program Management•Permitting 2. (E) DOOR TO REMAIN. INSPECT, PATCH &REPAIR TO ASSURE IN GOOD WORKING ORDER A 3. (E) STOREFRONT SYSTEM TO REMAIN. PROTECT IN PLACE. 38 EXECUTIVE PARK SUITE 310 ' • = 4. (E) ELECTRICAL ROOM TO REMAIN. IRVINE, CA 92614 I I © 11 II I I I I I I Contact Jeff Liedermarz I I I I 5. (E) COLUMN TO REMAIN. PROTECT-IN-PLACE. GC TO INSPECT GYP. BD. FINISH; PATCH, REPAIR, 19491430-7051 18) 1 I - 11 , 7 I I PAINT AS NECESSARY. jliederrnarndginc.corn II --FTI___- -1r 9__F 1 II 4 ) II E I �I I� \ III I r 6. (E)WALL PARITTION TO REMAIN. PATCH CRACKS, HOLES, DAMAGED AREAS AS NEEDED TO bOM I �-�- - EXISTING L I I `� ® RECEIVE NEW PAINT n . J-' ELECTRICAL RM. U leo - 1 7. REMOVE EXISTING FLOORING IN THEIR ENTRY INCLUDING BUT NOT UMITED TO TILE, VCT, ETC. Jf Jf --- -_-_- DOWN TO EXISTING CONCRETE SLAB-FILL-IN CRACKS, PITTING, ETC.AS REQUIRED-CLEAN & D O 6 ® - I- -�@ PREPARE SLAB AS REQUIRED PER NEW FINISH &MANUFACTURING REQUIREMENT. JEFF UEDERMAN,ARCHITECT 7•-8" - �--�� p.'� L = ■SEAL: EXISTING - 8. REMOVE ALL INTERIOR WALLS INCLUDING GYP. BOARD, STUDS, PLATES,ANCHORS, BLOCKING, DEMO STOREFRONTill ,.: JANITOR `r -- 1 BRACING, ETC. GENERAL CONTRACTOR SHALL VERIFY AND LOCATE ALL STRUCTURAL WALLS © ... L_ ih J 3 INCLUDING BEARING WALLS, SHEAR WALLS, ETC,AND COMPLY WITH DEMOLITION GENERAL I 1 oil 'I r- 16 NOTE 13. „C �ED ARn// °I.!1.1) SEE I/A02.OQ I _ _ _ _ _ _ _�-_ �-_� -----� _ _ _SEE I/AO2.0 O �. [/7/ _ I_ _ _ _ _ _ _ _ _ 9. REMOVE EXISTING SUSPENDED CEILING ASSEMBLY INCLUDING LIGHT FIXTURES, DIFFUSERS, \� MATGHL I NE 3- MATGHL I NE DUCTS, METAL SUSPENSION,TILES, ETC.AND EXPOSE STRUCTURAL SYSTEM. KENNETH E �� I k I I II I 4 ri t I ° I r 1 M RACKE II " I I I II II I I I 10. COMPLETELY REMOVE ALL LIGHT FIXTURES. CUT AND CAP POWER AND CONDUITS TO PANEL L • I I I I I y II I I I � �\ TYP. ' AM S, WA I k II I ______L IL] 11. COMPLETELY DEMOLISH AND REMOVE ALL HARD LID GYP. BD. CEILINGS AND ASSOCIATED �� License n 5599 I 1 1�-I ® �\ I I I k /� �-,; ® Iii FRAMING. TYP. q7 �� L I Q, OF I I _I L L I I I I _ 12. REMOVE ALL(E} ELEC. SUB-PANELS. CUT&CAP POWER AND CONDUITS TO MAN PANEL. GC h c ` 7 H J I TO ENSURE REMOVAL OF SUB-PANELS DOESNT INTERFERE W/ INFRASTRUCTURE LEADING TO II /� I I I ! I II 1 ELELIRICALROOM. 08/26/2020 IIII Ii \ 1 Pi Z - I = 1II I '1\13. COMPLETELY DEMOLISH &REMOVE E RESTROOMS. PLUMBING FIXTURES TO BE COMPLETEL K1M/2655 L -- J J I I wLMOVED. CUT&CAP(E) PLUMBING LINES BELOW SLAB. G.C. TO SALVAGE & REUSE (E) 3 I I 14 N O FIXTURES WITH APPROVAL BY OWNER. ■CONSULTANT: 3I E 1 '° G 14. COMPLETELY REMOVE (E}STOREFRONT ASSEMBLY AND SAW CUT(E) CONC.WALL ABOVE ~`'�'~' -Jr'' w STOREFRONT TO CREATE 10'-0'W x 10'-0"H OPENING. PREP OPENING TO RECEIVE (N) ROLL-UP I a I 0 DOOR. \ t 15. FURRED WALL AT PERIMETER OF EAI !EXTERIOR WALL TO REMAIN. INSPECT, PATCH, REPAIR FINISH AS 1 a I I NECESSARY. ® TYP 16 I ® I 16. CAREFULLY REMOVE (E) HERCUUTE GLASS WALL SYSTEM AND SAFELY STORE FOR REUSE IN T.I. 11011 1 I OS ■ 1 I 17. COMPLETELY REMOVE (E) PLUMBING FIXTURE. CUT&CAP(E) PLUMBING UNES BELOW SLAB. - I G.C. TO SALVAGE &REUSE (E) FIXTURES WITH APPROVAL BY OWNER. I _� 7 I I_ 18. REMOVE (2) BAYS OF STOREFRONT AND PREP OPENING FOR (N) STOREFRONT DOOR. 8I 9 � 19. (E) GAS METERS TO REMAIN. PROTECT-IN-PLACE. MID w _ ?, O 20. (E) ROW-UP DOOR TO REMAIN. GC TO INSPECT IF IN GOOD WORKING AND COSMETIC 10 Er I II II j 4:: , CONDITION. o�_: ® 1 v 1 1 11 --- j\.-.- --.--.-.- ,-.-.--,-.-,-- -...- ,--- „-�-.,,-.-.,,-V .--- -, . 3 24 I i I I I `\ O 21. (E)ACT GRID CEIUNG TO REMAIN, PATCH &REPAIR AS NECESSARY. I I I '- w [ COMPLETELYAI 22. REMOVE ALL UGHT FIXTURES. (E} POWER AND CONDUITS TO REMAIN FOR (N) LED- I I II I� 0 FIXTURES TO BE INSTAJ I FD AT SAME LOCATION. ('- I II I _u 23. LOCATION OF (N) DEMISING WAIL. REFER TO A02.i 0. W r II I _ - 24. REMOVE &RELOCATE (E) PENDANT UGHT FIXTURES AT(N) BRFAKROOM. W } II II -� XZ Q n III II I Ui KEYNOTES DEMOLITION Z r� I 1 O IL a CO I 1 3 ■ U L3_)-----,..,,,,,_.„,..... 1 I I I 11 = 1. ALL SUBCONTRACTORS WLL BE RESPONSIBLE FOR REMOVAL OF OWN DEBRIS. Ii I I 1 I II I I I 2. GENERAL CONTRACTOR SHALL MAKE NECESSARY ARRANGEMENTS TO PROVIDE SECURED STORAGE FOR I J 1 I I t ALL REUSABLE MATERIALS. 1 I L = = 3. "AS-BUILT" DIMENSIONS AND EXISTING CONDITIONS MAY NOT HAVE BEEN VERIFIED. I I I I I I I / DISCREPANCY BETWEEN ACTUAL BUILD-OUT AND DEMOLITION PIANS MAY EXIST. I I I II I I i� CONTRACTOR TO FIELD VERIFY. II I 4. GENERAL CONTRACTOR ALONG WITH SUBCONTRACTORS&EQUIPMENT VENDORS SHALL VISIT THE I I1 I I I I 0 -- PROJECT SITE TO EVALUATE ALL ELECTRICAL, MECHANICAL.&PLUMBING SERVING EXISTING CAR WASH ® j 1 ® EQUIPMENT TO DETERMINE WHAT CAN BE RE-USED. CC) I I I 11 5. GENERAL CONTRACTOR SHALL VISIT THE PROJECT SITE TO VERIFY ALL FIELD CONDITIONS AS THEY RELATE Lll I I 1 �� TO DEMOLITION INDICATED ON THIS PLAN. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY DISCREPANCY IS I I I J I I I I FOUND. I 1 1- = r f I 6. GENERAL CONTRACTOR SHALL EXECUTE ALL DEMOLITION AND REMOVAL CAREFULLY, SO I I J 1 1 I 1 " AS TO MINIMIZE INTERFERENCE WITH EXISTING CONDITIONS, NEW CONDITIONS, OR SITE IZ L3_,)---- ......- L c _J I `� I 1 6 © CONDITIONS. IF ANY STRUCTURAL COMPONENTS ARE UNCOVERED UNEXPECTEDLY IDURING DEMOLITION,THE GENERAL CONTRACTOR SHALL STOP WORK IMMEDIATELY II I AND NOTIFY THE ARCHITECT AT ONCE. 7. WHERE PLUMBING. MECHANICAL OR ELECTRICAL SYSTEMS/ITEMS ARE SPECIFIED TO BE .� I I I REMOVED, THE GC SHALL ENSURE THAT THE SYSTEMS ARE ABANDONED/SEALED/CAPPED 1 I I TO THE EXTENT THAT THEY IN NO WAY INTERFERE WITH FINAL FINISH CONDITIONS. i- f EXISTING I I I HALL THERE SHALL BE NO INDICATION OF PREVIOUS INSTALLATION WHATSOEVER. ANY e z O • Q L. _1 BUILDINGDISCREPANCIES SBE BROUGHT TO THE ATTENTION OF THE ARCHITECT AT ONCE - NP. jI - 8. WHERE EXISTING WALLS, CASEWORK FIXTURES, EQUIPMENT, ETC.ARE TO BE REMOVED, . I -I I I NEWLY REVEALED SURFACES SHALL BE CLEANED SO AS TO ACCEPT NEW FINISH MATERIALS AS IDENTIFIED IN ROOM FINISH SCHEDULE. ALL UNNECESSARY BRACKETS, „,_ n 111 0 CUPS, HANGERS, NAILS, LEDGER BOARDS, ETC.THROUGHOUT THE SPACE SHALL BELL ,,,--- I I jI n 0, REMOVED. WORK SHABE PERFORMED SO AS TO LEAVE NO INDICATION OF PREVIOUS ::: ---.... II 1 11 6 DEMOLITION. + r i, II 9. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE ANY AND ALL SAW CUTS OF �- M I I I_ij EXISTING CONCRETE SLAB WITH THE WORK OF OTHER TRADES. ALL SLAB CUTS/REMOVAL ; 1 - I L SHALL BE MINIMIZED WHEREVER POSSIBLE. CONCRETE INFILL AT AREAS OF SAWCUT IS TO { ' I' BE OF MINIMUM THICKNESS CONSISTENT WITH EXISTING CONCRETE SLAB. NEW --_ 1 - CONCRETE INFILL MUST BE ABLE TO PASS THE CALCIUM CHLORIDE TEST OF 3 LBS. OR LESS T H- 1 PER 1000 SQ. FT. WITHIN 30 DAYS OF POUR. L0tui El7 i 10. IRREGULARMES IN THE EXISTING FLOOR SLAB, OR ANY CREATED DURING THE IMMIIIIIIIIIIIIIMIMMIIIIII t I I 8 F DEMOLITION PROCESS SHALL BE IMPROVED TO A SMOOTH FINISH IN PREPARATION FOR REV DATE DESCRIPTION Li II = 9 © NEW FINISHES.ABRUPT FLOOR LEVEL CHANGES ARE TO BE GROUND/FLOATED FOR 08/24/20 MkAGB4Q'SUBMITTAL O 10 TYP. SMOOTH PATHS OF TRAVEL FLOAT MATERIAL IS TO BE SUITABLE FOR FUTURE /1\ 1i/17/20 CLIENT LIMO 1J I I 11 _ APPLICATION OF INTERIOR IMPROVEMENT FINISHES. CONFIRM EXISTING CONCRETE SLAB O ii IN 12 _ TO BEA MIN. OF 4"THICK AND SUITABLE FOR INSTALLATION OF BOTH CARPET AND - 24 I - TLE.(I.E., MUST PASS THE CALCIUM CHLORIDE TEST OF 3 LBS. OR LESS PER 1000 SQ. FT.) \ I I / WITHIN 30 DAYS OF POUR. \ '- 11. WHERE LANDSCAPE IS DISTURBED DURING DEMOLITION, EVERY EFFORT TO RELOCATE // I I PLANTINGS TO AVAILABLE GROUND LOCAL TO THE AREA OF WORK MUST BE MADE. ANY • 1.-_-_-,_ EXISTING IRRIGATION SYSTEMS THAT SUPPLY THE AREA OF DEMOLITION OR THAT SUPPLY I I © OTHER LANDSCAPE AREAS BEYOND,ARE TO BE PROTELI ED DURING DEMOLITION TO I, I I I ENSURE CONTINUED OPERATION. SYSTEMS NO LONGER NEEDED DUE TO DEMOLITION I I I ARE TO BE CAPPED AT THE DEMOLITION BOUNDARY. © I I 1 12. AT PATCHES TO EXISTING CONCRETE SLAB, INFILLS LESS THAN 1 S.F. CAN BE PREPARED BY II I I I I SCARIFICATION OF EXISTING FACES. PATCHES OVER 1 S.F. REFER TO SLAB INFILL NOTE, 0 0 I I I THIS SHEET. Q ® ® 1 I 13. VERIFY STRUCTURE &LOAD BEARING WALLS BEFORE ANY WALLS ARE REMOVED. PROVIDE CN _ II SHORING BRACING AS REQUIRED TO MAINTAIN STRUCTURAL STABILITY OF EXISTING CD r r n ° CV -� 11 n II n 1 I n n IliI n e n ad STRUCTURE DURING DEMOLITION. CEASE OPERATIONS AND NOTIFY THE ARCHITECT - IMMEDIATELY IF THE STRUCTURE APPEARS TO BE ENDANGERED. DO NOT RESUME '' • N- 1 1 I I OPERATIONS UNTIL CORRECTIVE MEASURES HAVE BEEN TAKEN. DRAWN BY: MP N- 1 1 1I © I © © © 1 OD I CHECKED BY: VK L-- - I - - - - -J MARCH. PROJECT NO.: 10111111 KEY DESCRIPTION BKM Z 0004 W IN SHEET NAME: Ur (E)WALL CONSTRUCTION TO REMAIN Z PARTIAL DEMO Q - (E) CON51 KUCFION TO BE DEMOLISHED I FLOOR PLAN U NO - (E) STOREFRONT WINDOW TO BE REMOVED ■SHEET NUMBER: I- NORTH /8"= I'-0" I w PARTIAL DEMO FLOOR PLAN ' SYMBOLS LES' k: - I 0 ( # ) KEYNOTE DESCRIPTION: KEN McCRACKEN, • WORK TO BE DONE DURING NORMAL BUSINESS HOURS.ALL NOISY WORK TO BE DONE 1. (E) EXTERIOR WALL; INSPECT, PATCH, REPAIR&PAINT (E) INTERIOR WALL FINISHES. ARCHITECT BEFORE OR AFTER BUSINESS HOURS. Nchrlecnue•Program Management•Permitting • TELEPHONE/DATA CABLING TO BE INSTALLED BY TENANTS REP.ALL PHONE/DATA CABLING 2. (E) CONCRETE SLAB TO REMAIN. PATCH/REPAIR AS NEEDED AND PREP TO RECEIVE NEW TO BE INSTALLED AND TIED INDEPENDENTLY PER CODE,TO STRUCTURE ABOVE. FINISHES. "FUTURE LEASABLE AREA"CONC. FLOOR: LIGHT GRIND TO REMOVE FLOORING 38 EXECUTIVE PARK • ADJUST UTILITY METER AS REQUIRED BY NEW SUITE DEMISING. I ADHESIVE &OTHER MINOR IMPERFECTIONS. SUITE 310 • EXISTING HVAC/MECHANICAL TO REMAIN.AIR BALANCE NEWLY DEMISED SUITES. ( 20A( 20 \,k 17 L -( 20 - - -I IRVINE, CA 92614 • CONTRACTOR TO PROVIDE SCHEDULE WITH BID. 1A07.00/ I 3. (N) ELECTRICAL PANEL REFER TO ELEC. DWG'S. Contact Jeff Uedernan • TENANT TO PROVIDE BLANK COVER PLATES FOR AND UNUSED PHONE/DATA OUTLETS. 36'-5" �� 32 [949)430-7051 • CONTRACTOR TO PATCH, REPAIR,AND PREP WALL FOR PAINT AT DEMO'D OUTLET •Odgin .*g TYP. I I jliedermdrepmc,can I 4. REMOVE EXCESS DUCTWORK AND MECHANICAL SYSTEMS USED BY PREVIOUS TENANT. LOCATIONS. ••' • AS-BUILT DIMENSIONS MAY NOT HAVE BEEN VERIFIED. CONTRACTOR TO FIELD VERIFY I P u u u L. 1;' I it i� i, u 15 J u ll 1 • BALANCE NEW SPACE(S)AS APPLICABLE. CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. ® 21 }� f=4 • FURNITURE,WORKSTATIONS AND FILES TO BE PROVIDED BY FUTURE TENANT. PLAN IS - ' BREAK TYP Q - 5. (N) HM DOOR & FRAME. PANT DOOR& FRAME PER FINISH SCHEDULE A02.31. REFERENCE ONLY. TENANT TO PROVIDE LAYOUT AND ANY CRITICAL DIMENSIONS AND S►ELECTRICAL REQUIRMENTS. C16 / • • • 1 6, (N} ROLL UP METAL DOOR W/WEATHER STRIP. REFER TO DOOR SCHEDULE A08.00. • PROVIDE NEW BLDG. SIL). CARPET, RUBBER BASE AND PAINT THROUGHOUT, U.O.N. REFER JEFF LJEDERMAN,ARCHITECT TO FINISH SCHEDULE. 6 /// O6 N • I -6" ® • ZO- �^ 7. (N) 6' FULL-HT PARTITION WI 5/8"GYP. BD. FINISH. SEAL: • ALL INTERIOR PARTITION, PENETRATIONS,AND OTHER OPENINGS IN THE BUILDING SHELL // ( > OD 1 Q WORK COPIER/ °11 I8�1 ...,1_7___) SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED. A07 00 8. (N) FULL-HT 1-HR RATED DEMISING WALL QED AR • WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL GYP. BD., REMOVE EXISTING CORNER AD7. BEADS NEW FINISH. OTHER ACCESSORIES,ALIGN FACE OF PARTITIONS, TAPE &SAND SMOOTH FOR I '(107 r�•� I 9. (N) 8'-0"H S.C. WOOD DOOR W/MTL FRAME & HARDWARE. \�7�� Ate, • ALL EXISTING EXTERIOR DOOR & FRAME ASSEMBLY TO REMAIN, UON. PATCH &REPAIR AS 1.- - - - r I KENNETH J. �n t. 9 II O , I 10. N INTERIOR SIDELITE WINDOW. 3'-0"x 6'-6" DRYWALL WRAPPED OPENING SET IN M RACKE REQUIRED. A [ } • ALL EXISTING EXTERIOR WINDOW&FRAME ASSEMBLY TO REMAIN, UON. PATCH &REPAIR AS ' I t 11'4) 1/2" I "U"-CHANNEL(ALIGNED WITH TOP OF DOOR FRAME). • REQUIRED. REPLACE ANY DAMAGED GLAZING TO MATCH EXISTING. ■ ■ Q OFFICE ® T AM S, WA • GYP. BD. INSTALLED WITHIN THE BUILDING SHALL MATCH EXISTING. ® 103 20 alb 11. PROVIDE (NJ BUILDING STANDARD 4" COVED RUBBER BASE AND PAINT THROUGHOUT, �� License#5599 • REPLACE ALL(E) ELECTRICAL WALL DEVICES WITH WHITE DECORA • EACH NEW SUITE TO HAVE INDEPENDENT ELECTRICAL& MECHANICAL SERVICE, REFER TO OFFICE 1 ® = I C U.N.Q. REFER TO FINISH SCHEDULE FOR ADDfTIONAL INFORMATION. '9/ ' l ''' MEP PLANS. 30 Q 3,181 SFC4OF 12. PROVIDE FIRE D(TINGUISHER(S)-WALL-MOUNTED AT"FUTURE LEASABLE AREA"; • PROVIDE NEW WALL MOUNT FIRE EXTINGUISHERS AS REQUIRED BY CODE, KIDDE © b `' f II - <> O RECEPTIONN #21005779, 2A 10B; C l I - SEMI-RECESSED AT OFFICES. MOUNT SO THAT HANDLE OF EXTINGUISHER IS 46"TO 48"AFF 08/26/2020 11952 OR PER FIRE DEPT. REQUREMENTS. • ALL RECEPTACLES, SWITCHES, SENSORS, OUTLET COVERS ARE TO BE LEVITON DECORA, WHITE THROUGHOUT, GC TO REPLACE AS REQUIRED FOR UNIFORM APPEARANCE. �)ELEC.Z. - OFFICE 100) ti1rz�5, ROOM 4 D (103) I 13. G.C. TO PROVIDE GYP. BD. ON ALL(E) EXPOSED WALL SURFACES. EXTEND OFFICE FINISHES I9 0 I TO 6"ABOVE (N) CEILING. ■CONSULTANT: GENERAL NOTES PI ® I • ® I \ 14. (N) FULL-SIZE REFRIGERATOR, SS FINISH. CONTRACTOR FURNISHED/CONTRACTOR INSTALLED. © _ 30 ;Q A (103) • I --..--.„,.---,---..-----,----,-----.-------,-. I i 15. (N} 34"H COFFEE BAR COUNTER W/CAESARSTONE COUNTERTOP, SINK&BUILT-IN BASE WIF E b A0 2020 CABINET. REFER TO PLUMBING DWG'S. G.C.TO PROVIDE MILLWORK FOR COUNTERS AND • F10E O `� SHELVES. REFER TO SHEET A03.00 FOR DETAILS. 0 © (1(_)3..> c w SHELVES. - ..ES. �-...A03. -�_-R DET-�- OFFICE N 0 _ 16. COPY/WORK CENTER WITH BUILT-IN BASE CABINET&34"H COUNTERTOP. G.C.TO PROVIDE 1 U j II 17 l A07.00 MILLWORK FOR COUNTERS AND SHELVES. 22z--(10Drj: 17. (N) PLUMBING FIXTURES. PROVIDE INSTA-HOT AT R.R LAV.AND COFFEE PAR SINK. :9 11, TT i, ,62i b EYP. © © (103)OFFICE 18. PROVIDE (N)VINYL FLOOR TILE, 6" RUBBER COVE BASE AT RESTROOMS. PROVIDE FRP PANELS (103) ON WALLS TO EXTEND TO 60"AF.F. _ - /�20 J q OOFFIC9 )E_© `�� 19. (E) HM DOOR& FRAME TO REMAIN. PAINT DOOR& FRAME. 'FUTURE LEASABLE � TYP I Q Tr® Ate" 102 .C=PI 0 20. (E) STOREFRONT TO REMAIN. 7,138 SF - ' ■ MD I '' 1 04 104 ' ~ ' 21. (N) BLINDS AT ALL EXTERIOR WINDOWS AT OFFICE AREAS, TBD BY OWNER. W 2 TYP 4 1 UNISEX f - 12 18 li�f I R r li 0 22. EXTEND(E) FURRED WALL AT EXTERIOR PERIMETER TO UNDERSIDE OF DECK AT WAREHOUSE. W I ® TYP I IY - MATCH EXISTING CONSTRUCTION AND INSULATION. MATCH EXISTING FINISH. z n -~� 23. (E) COLUMN TO REMAIN, PROTECT-IN-PLACE. PAINT. a 10/11ErAl I Z - - - - L 1{] 11 ) zo f as 4 I ) 24. (E) DEMISING WALL, INSPECT, PATCH &REPAIR AS REQUIRED. CO f U GO A03.00 \\--(- 16 ) (:F.E. TYP. ( COPIER/ 25. (N) EXTERIOR WALL INFILL AT(N) OPENINGS.WALL TO MATCH (E) CONSTRUCTION AND WORK AREA FINISHES. A ,.....___-•,..,,,i26. (N) STOREFRONT DOOR AND GLAZING. REFER TO DOOR SCHEDULE A08.00. 16'-0" ' 4'-10" ' 1 1'-6" F., ■ r 0 , m 27. (E) STOREFRONT DOOR TO REMAIN. REFER TO DOOR SCHEDULE A08.00. b� . . . .- -.r... `i A\28. NOT USED. I OPEN OFFICE/ ® _ (29. (N) UNIT HEATER AT"FUTURE LEASABLE AREA" SPACE. REFER TO MECH. DWG'S. &STRUCT. NOT-A--PART IA SHOWROOM ,,P zo DWG'S. 30. (E) INTERIOR PARTITION TO REMAIN. INSPECT, PATCH AND REPAIR AS REQUIRED. 2 W in 4 31. RELOCATED (E) INTERIOR CURTAIN WALL. U 10'-0" 1 10'-6" 10�" %r 10'-6" ( 8 ( 8 0 Fa�.E. ' _ �R - - - - - - ... 1 "." - - - _ �{ 3a 3J1 3.A , aa ) a a o OFFICE o OFFICE '1•7-/ OFFICE OFFICE 1 OFFICE [5 `' NJ (103) (I 03 (03 (103 � � � � -FUTURE LE�sABLF I I � � r _ �' 3,098 SF I 6 I (1°6) 1 O 7 O ( 10 ) �O (103) ��I© }� 1 1 24 o N -_ TYP ® L1 KEYNOTES REV DATE DESCRIPTION - ® 18 e%F.E. E 2 KEY DESCRIPTION 08/24/20 INITIAL AGENCY SUBMITTAL Q I 1/17/20 CLIENT CHANGE . I 1'-4 1/2" i A07.00 ( 16 PIEAR/EA _ y12 .- (107 m r ) (±13_,) .-V� I I (E)WALL CONSTRUCTION TO REMAIN 1 -i 16-0" i I I 6 OFFICE 2 CONFERENCE 1 Q O is (106) I 1.7) (N) EXTERIOR WALL INFILL-TO MATCH (E) CONSTRUCTION. 2,478 SF ROOM OD (102)\ I I IN) INSULATED INTERIOR I-HR RATED DEMISING WALL TO BOTTOM OF _ . RECEPTION _ _ ® 1' �' 1,1 � - II ® STRUCTURE ill *10b - (N) INSULATED INTERIOR PARTITIONCONSTRUCTION TO BOTTOM OF ......_____----( 1) Q VESTI LEO / 102 al n STRUCTURE �� >r�t/ 11111111.1(105) (N} INSULATED INTERIOR PARTITION CONSTRUCTION TO 6"ABOVE CEILING ® 0 , - 7 TYP C 30 i. (104 104 NISDC ,_------- 1 �) O I; :1 (N) SIDELIGHT WINDOW O n OPEN OFFICE/ II (q ELEC. UNISEX R.R. ® © N i SHOWROOM RM. R.R. �L'J� 7A la ( 23 I O# WINDOW SYMBOL-REFER TO SCHEDULE A08.00 _ O 1011 13'-5" I I 20 26 20 ) ® 17 30 s- O._ - A� -- -- ._ TYP ( # ) DOOR SYMBOL - REFER TO SCHEDULE A08.00 iiIIIIIIIIIIIIIIMIlt r-- TYP BREAK r` I' rte, - - -� ' ���' 8 20 DRAWN BY: MP - . NEW 20 ® AREA 30 I • 7 u I �L�"` Q 17 9DETAIL INDICATOR CHECKED BY: VK 8 0 UNISEX II ,© i ( 8 O A07.00 ■ARCH. PROJECT NO.: MINII 11954 r ( E I R.R. UNCitorte^+, EYP 0 WALL PARTITION INDICATOR . n 7 t 7 I 104 104 R.R. -REFER TO WALL DETAILS ON SHEET A07.00 {f) LLI ■ - - - 1MCi1 FIRE EXTINGUISHER: III SHEET NAME: Ur `� F.E. I 1 I� -6' 8'-6" "FUTURE LEASABLE AREA'-KIDDE 2k 10B:C; 5 I RS; MODEL#2 1005779 P,03.00 VESTIBULE �' :Q WITH WALL BRACKET 888-16591 BY AMERD(OR APPROVED EQUAL. Z SEE /A02.111 _ _ - ( _ - (102) - _ _ - - SEE /AQ2.I Iiiii OFFICES-GENERIC-KIDDE#468044 RECESSED WHITE STEEL FULL GLASS. PARTIAL Q MATGI-111 1 NE 1 20 ® BREAK AREA 0 C 0 , M?�TGHL NE 75' MAX. TRAVEL DISTANCE TO EXTINGUISHER (CFC 906) FINAL I - I. , 22 I APPROVAL/LOCATTON AS DETERMINED BY FIRE DEPT. INSPECTOR FLOOR PLAN v T� NORTH ACCESSIBLE FLOOR CLEARANCES. I- SHEET NUMBER: 111111111MEMIIIIIIIIIM Z PARTIAL FLOOR PLAN ��1 ILII' W 1/8"= 1-0" Illli li J >� IIuG��,����, U ( # ) KEYNOTE DESCRIPTION: KEN McCRACKEN, • WORK TO BE DONE DURING NORMAL BUSINESS HOURS.ALL NOISY WORK TO BE DONE 1. (E) EXTERIOR WALL; INSPECT, PATCH, REPAIR&PAINT (E) INTERIOR WALL FINISHES. ARCHITECT BEFORE OR AFTER BUSINESS HOURS. Architecture•Program management•Permining • TELEPHONE/DATA CABUNG TO BE INSTALLED BY TENANTS REP.ALL PHONE/DATA CABLING 2. (E) CONCRETE SLAB TO REMAIN. PATCH/REPAIR AS NEEDED AND PREP TO RECEIVE NEW TO BE INSTALLED AND TIED INDEPENDENTLY PER CODE,TO STRUCTURE ABOVE. FINISHES. "FUTURE LEASABLE AREA'CONC. FLOOR: UGHT GRIND TO REMOVE FLOORING 38 EXECUTIVE PARK • ADJUST UTILITY METER AS REQUIRED BY NEW SUITE DEMISING. ADHESIVE &OTHER MINOR IMPERFECTIONS. SUITE 310 • EXISTING HVAC/MECHANICAL TO REMAIN.AIR BALANCE NEWLY DEMISED SUITES. IRVINE, CA 92614 • CONTRACTOR TO PROVIDE SCHEDULE WITH BID. 3. IN) ELECTRICAL PANEL REFER TO ELEC. DWG'S. Contact Jeff Uederrnan • TENANT TO PROVIDE BLANK COVER PLATES FOR AND UNUSED PHONE/DATA OUTLETS. (9491430.7051 • CONTRACTOR TO PATCH, REPAIR,AND PREP WALL FOR PAINT AT DEMO'D OUTLET jliederrnanOpmdginc.carn 4. REMOVE EXCESS DUCTWORK AND MECHANICAL SYSTEMS USED BY PREVIOUS TENANT. LOCATIONS. • AS-BUILT DIMENSIONS MAY NOT HAVE BEEN VERIFIED. CONTRACTOR TO FIELD VERIFY 1 BALANCE NEW SPACES)AS APPLICABLE. CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. • FURNITURE,WORKSTATIONS AND FILES TO BE PROVIDED BY FUTURE TENANT. PLAN IS 5. (N) HM DOOR& FRAME. PAINT DOOR&FRAME PER FINISH SCHEDULE A02.31. REFERENCE ONLY.TENANT TO PROVIDE LAYOUT AND ANY CRITICAL DIMENSIONS AND - r ELECT f21CAL REQUIRMENTS. I r , - OPEN OFFICE/ ELL-C ' UNISEX �.��_.R,R, ® © 6. (N) ROLL UP METAL DOOR WI WEATHER STRIP. REFER TO DOOR SCHEDULE A08.00. • PROVIDE NEW BLDG. STD. CARPET, RUBBER BASE AND PAINT THROUGHOUT, U.O.N. REFER 101 SHOWROOM RM. R.R.B Y 1A c) CO ■SEAL: JEFF UEDERMAN,ARCHITECT TO FINISH SCHEDULE. �i 13'-5" 0 0 Tr 7. (N) 6" FULL-HT PARTITION W/ 5/8"GYP. BD. FINISH. • ALL INTERIOR PARTITION, PENETRATIONS,AND OTHER OPENINGS IN THE BUUILDING SHELL 771} 20) ® 17 ), 30 *"^ i, �..n I O ' I 20 SI-All BE SEALED, GASKETED, OR WEATHER EXISTINGSTRIPED SHELL GYP.REB RED. - - NEW 20 3 ® AREA 14 ) N. 30 i � U 1 Eni .. ,,,m„,: (8� 8. (N) FULL-HT 1-HR RATED DEMISING WALL QED A,Q • WHERE PARTITION LAYOUT INTERSECTS SHELL BD., REMOVE EXISTING CORNER z/ BEADS AND OTHER ACCESSORIES,ALIGN FACE OF PARTITIONS,TAPE &SAND SMOOTH FOR i ( 8 5+, ; O IBEX II M C (-8-)-\ 5A 9. (N) 8'-0"H S.C.WOOD DOOR W/MTL FRAME &HARDWARE. ���� �!�� NEW FINISH. 11954 • I I O �?n4 f R.R. 1.0)CO 1 ,�, O C3 KENNETH J. • ALL EXISTING EXTERIOR DOOR & FRAME ASSEMBLY TO REMAIN, UON. PATCH &REPAIR AS I UNISEX REQUIRED. I I� ( E i i 104 1 R.TZ CO r �. 10. [N) INTERIOR SIDELITE WINDOW. 3'-0"x 6'6" DRYWALL WRAPPED OPENING SEf IN M M . RACKE • ALL EXISTING EXTERIOR WINDOW& FRAME ASSEMBLY TO REMAIN, UON. PATCH &REPAIR AS I __. t [ -��� I �. V "U"-CHANNEL(fWGNED WITH TOP OF DOOR FRAME). REQUIRED. REPLACE ANY DAMAGED GLAZING TO MATCH EXISTING. I H III "• ' •• _ I AM S, WA I I -6` l ( 8'-6" - e license!R 5599 • GYP. BD. INSTALLED WITHIN THE BUILDING SHALL MATCH EXISTING. SEE I/AOR.I pp3.00 VESTIBULE SEE I/7�O?.1 O 11. PROVIDE (N) BUILDING STANDARD 4" COVED RUBBER BASE AND PAINT THROUGHOUT, c� � • REPLACE ALL(E) ELECTRICAL WALL DEVICES WITH WHITE DECOR& _ - - / 102 - ++� - - - - _ _ °.!1.I) U.N.Q. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 9�� ��C� • EACH NEW SUITE TO HAVE INDEPENDENT ELECTRICAL&MECHANICAL SERVICE, REFER TO MATGHL I NE I ® BREAK 14 ) °� TYP MATGH1.,I NE OF O MEP PLANS. ZO AREA 17 ) - O 12. PROVIDE FIRE EXTINGUISHERS)-WALL-MOUNTED AT"FUTURE LEASABLE AREA"; • PROVIDE NEW WALL MOUNT FIRE EXTINGUISHERS AS REQUIRED BY CODE, KIDDE- I © = In 0 \_< ® SEMI RECESSED AT OFFICES. MOUNT SO THAT HANDLE OF EXTINGUISHER IS 46"TO 48"AFF 08/26/2020 #21005779, 2A; TOB; C • ALL RECEPTACLES, SWITCHES, SENSORS, OUTLET COVERS ARE TO BE LEVITON DECORA, 1 102 D ( 18..) Z9 ) ® OR PER FIRE DEPT. REQUREMENTS. KJM/2655 WHITE THROUGHOUT, GC TO REPLACE AS REQUIRED FOR UNIFORM APPEARANCE. ITYP 13. G.C. TO PROVIDE GYP. BD. ON ALL(E) EXPOSED WALL SURFACES. EXTEND OFFICE FINISHES III CONSULTANT:-20_)-\\' L21 0 r TO 6"ABOVE (N) CEILING. 1 s i, 17� - L 1� A Q FT 14. (N) FULL-SIZE REFRIGERATOR, SS FINISH. CONTRACTOR FURNISHED/CONTRACTOR INSTALLED. 0FFicEO - I I -1�\,1-��1-Th Th tel'%'Th- lTh Th `"V1 - - - -,'�'1/1��.^ 'Th'fl '1'1'1.'1_1r\ '1�7� O I I 6 �15. (N) 34"H COFFEE PAR COUNTER W/CAESARSTONE COUNTERTOP, SINK&BUILT-IN BASE I J X(103) (106) CABINET. REFER TO PLUMBING DWG'S. G.C.TO PROVIDE MILLWORK FOR COUNTERS AND ) I ` I I SHELVES. REFER TO SHEET A03.00 FOR DETAILS. ) ...{... 0 II i I 10 ) ® ® O 16. COPY/WORK CENTER WITH BUILT-IN BASE CABINET&34"H COUNTERTOP. G.C.TO PROVIDE 0 ® ' MILLWORK FOR COUNTERS AND SHELVES. - - rAO C:F.E. I _. __ . 9 (Z9"}-� , 17. (N) PLUMBING FIXTURES. PROVIDE INSTA HOTAT R.R LAV.AND COFFEE BAR SINK. TYP 103) OPEN OFFICE/ "FUTURE LEASABLE SHOWROOM AREA I I . 18. PROVIDE IN)VINYL FLOOR TILE, 6" RUBBER COVE BASE AT RESTROOMS. PROVIDE FRP PANELS I so 14O 4,070 SF 2 (106) 6 ON WALLS TO EXTEND TO 60"AF.F, (1 O \--Cn MO 19. (E) HM DOOR& FRAME TO REMAIN. PANT DOOR& FRAME. 1195G12 II CO OFFICE 3 L!'-J L. ® 20. (E)STOREFRONT TO REMAIN. TYP RECEPTION 2,36 f SF N ® ® m 21. (N) BLINDS AT ALL EXTERIOR WINDOWS AT OFFICE AREAS, TBD BY OWNER. W ,, 12'4" 2T0-7-1 (----18 005) 22. EXTEND(E) FURRED WALL AT EXTERIOR PERIMETER TO UNDERSIDE OF DECK AT WAREHOUSE. W .y A07.00 ® MATCH EXISTING CONSTRUCTION AND INSULATION. MATCH EXISTING FINISH. X " W z • r p - __ -� _ i CO © 23. (E) COLUMN TO REMAIN, PROTECT-IN-PLACE. PANT. Z 11 107 I 24. (E) DEMISING WALL, INSPECT, PATCH &REPAIR AS REQUIRED. CCI E Q 1.1 _ I ® 20 25. (N) EXTERIOR WALL INFILL AT(N) OPENINGS. WALL TO MATCH (E) CONSTRUCTION AND / FINISHES. 20 ROOM { 1 .-a 18 ( 17 26. (N) STOREFRONT DOOR AND GLAZING. REFER TO DOOR SCHEDULE A08.00. ', _ - I i M7.00 TYP 1 i 1 I 18 (403.00 27. (E) STOREFRONT DOOR TO REMAIN. REFER TO DOOR SCHEDULE A08.00. 8 O NI' _ 1 ., O8 _____I r11" - ALIGN 1 28. NOT USED. - .-�-. �^ -- 00 ' N 1 I ,�..._.-7-i" �� 8-o" , . Ln . r-rte--� � � � wry'-z r r--r -� -rr�-a-- LJ . '- 29. (N) UNIT HEATER AT"FUTURE LEASABLE AREA SPACE. REFER TO MECH. DWG'S. &STRUCT. O� Pei � Of I N DWG'S. _ O R.� .� ` 7A UNISEX I 4 (.. CT)------..-- ( 0 Q BREAK- `Q - �'I O[-�' ' m (108) I.T.ROOM I 30. (E) INTERIOR PARTITION TO REMAIN. INSPECT, PATCH AND REPAIR AS REQUIRED. en N ( 20 OFFICE OFRCE 104 104 QI , I I E .I L +i 31. RELOCATED (E) INTERIOR CURTAIN WALL =� Ln U Lill � � � _ _ � _ .� (107)rl 15'-I 1/2" .r NI I _ 743 c103) 103) 4 f 1 17 �mT 1 I (30 t 1 A07.00O 10 O I I TTP. I 1 O (109) O ( 9 TYP 0 0 I I ®TYP ZO CD 1 I 1 TRAINING 12'-1" )( :Q 10'-0" ! I 1,-0- 4'-1" 9'-0" 3-4` ® ROOM O L 0 1W II c n „,___ 0 -- �F.E• 18 I 4 LIILP i IpLn II0 � I 1 r O ) OPEN OFFICE/ 1 I U Lt ( 101 . 0 SHOWROOM } I ' V) I- 11958 - 11958 p ( RECEPTION oBREAK I5'112" .2. 11111101M1111111111111•11111 ( ; AREA 11 KEYN ' = REV DATE DESCRIPTION 26 _ ® 5OFFICE 4 CIO 690 SF ell 30 - 00/24/20 Tann KENCY9urK elar 7YP ® ® KEY DESCRIPTION QI 11/17/20 Q tG-P S I i 0 c y .i (E)WALL CONSTRUCTION TO REMAIN ■ F.E. WM "-Car) (N) EXTERIOR WALL INFILL TO MATCH (E) CONSTRUCTION. 20 * 18'-0` -:1- _ - ( 18 C4-0"- - - {SN)TRUCTURE INSULATED INTERIOR 1-HR RATED DEMISING WALL TO BOTTOM OF ( 31 n07.0o [ © 10) - - O (Typ O (N)STRUCTURE INSULATED INTERIOR PARTITION CONSTRUCTION TO BOTTOM OF 9 ) ® 107 I 103) _ (103) L..d (N) INSULATED INTERIOR PARTITION CONSTRUCTION TO 6"ABOVE CEIUNG 7j-ai = - 1 E - l 20 �` CONFERENCE11") 0 OFFICE OFFICE COPIER/ CI I: :I (N) SIDELIGHT WINDOW N ROOM - � WORK AREA O# WINDOW SYMBOL-REFER TO SCHEDULE A08.00 0 OD { 16 ) ® c ( # ) DOOR SYMBOL- REFER TO SCHEDULE A08.00 1•�) TT DRAWN BY: MP � -f - -_-Irn- n - n �, n r. n n b 15'-2 1rZ' DETAIL INDICATOR CHECKED BY: VK T- N- I rt -�� I 10'� 1 I/-9 I/Z' ! I MARCH. PROJECT NO.: IMIIIIIIIIIMIll I 20 ) 7 ( 1 7--\ 20 \-( 0-.) 20 ) \-(76DI WALL PARTITION INDICATOR L - - ��oo 0 -REFER TO WALL DETAILS ON SHEET A07.00 BKM20004 CO TTP. I1 EV W F E FIRE EXTINGUISHER: ■SHEET NAME: 0 "FUTURE LEASABLE AREA"-KIDDE 2A1013:C; 5 I RS; MODEL#21005779 Z WITH WALL BRACKET 888-16591 BY AMEREX OR APPROVED EQUAL OFFICEXS-GENERIC DISTANCE TO EXTINGUISHERE#468044 WHITE STEEL LFFINAL GLASS. PARTIAL IFIL = MATRAVEL 74 �� APPROVAL/LOCATION AS DETERMINED BY FIRE DEPT. INSPECTOR FLOOR PLAN o NORTH ACCESSIBLE FLOOR CLEARANCES. F- ■SHEET NUMBER: z - W PARTIAL FLOOR PLAN 1/8" I'-0" SYMBOLS LEGEND o �- U ( # ) KEYNOTE DESCRIPTION KEN McCRACKEN, 1 I ARCHITECT 1. OPEN TO STRUCTURE ABOVE. I H , ILI I 2. (N) 2'x4'SUSPENDED ACOUSTICAL CEILING TILE, SEE FINISH SCHEDULE&DETAILS ON SHEET AQZ.21. 3$EXECUTIVE PARK ` 41lli: SUffE 310 NE, CA 92614 -0 3. (N) ILLUMINATED EXIT SIGN, SEE ELECTRICAL DWG'S. nu / — t a CLC. Cacont 4)Jeff Lleclerman //(/ 4771 Z 4. (N) 5/8"GYP. BOARD CEILING ON METAL STUD FRAMING. jliede�mareprrldgfncc«n 4 td-0-caG. 14 5. (N) RECESSED CAN UGHTS- SEE ELECTRICAL DWG'S. .-, 6. (N) EXTERIOR WALL PACK FIXTURE. SEE ELECTRICAL DWG'S. 1 © G. - 7. (N) MECH GRILLE &DIFFUSERS. SEE MECH DWG'S. '•� I1 r41(-1G,,3.2 A 8. NOT USED. � JEFF UEDERMAN,ARCHITECT 1 1 I 1 i _ ■SEAL: ■ Uw �` I 9 REUSE (E) R30 BATT INSULATION WHERE POSSIBLE, REPLACE WHERE MISSING. (N)SCRIM c. iiiINIMillIMMI BAGGING AT UNDERSIDE OF WAREHOUSE ROOF DECK THROUGHOUT. �n�D A pn/ 1L__ . tam - 10. (N)VANITY LIGHT FIXTURE. SEE ELECTRICAL DWG'S. �� KENNETH J.�� • 11. (E) EXTERIOR WNL_PACK SEE ELECTRICAL DWG'S. RACKS C, •��® ��1— ilE 12. OUTLINE OF (E) RTU AND DUCT DROPS ABOVE. SEE MECHANICAL DWG'S. :4-j 5, WA��I ti se#5599LEI CLG. ! - /i\13. (E)ACT GRID CEILING TO REMAIN, INSPECT AND REPAIR AS NECESSARY. REPLACE ` cQ i 7 � DAMAGED OR MISSING CLG.TILES. PANTIE) �C ��(, laaG. T —�- OF 051 / 1 , / \\ / 1 A 0 2 14. (N} LED LIGHT FIXTURE. REFER TO ELEC DWG'S. / � ,, t.,,� i / 08/26/20 20 r 7 a -' / I I IT. KJM/2655 - 1 a-0'LG. I— I I , 2 ) ■CONSULTANT: F 2 ....41111111 _..1 L - - - J C4� err. !Cr:Cry;G. -/-1 EQ. E0 — ' 1 :- OM kin I:) la-0"CLG. ' 1 td©. • o r‘r13. 1 D , 1 1 _, �l1 1 ■A . B'-0" • . 8'-0'CLG. I '"M C 4 ) __ -- © FL • O 0I Ell '1' k(r ,Nn7r, 12 c X ` Z >�4�1 1 1 irr. '',a a CJ EQarn' z a- r _I . 1 1 ' I g ,c, .f- — 7 tZ'H 1 ] caX 1 ., 1 1 1 V 4 1a zac F__D L — J NOT-A-PART C 7-f--,.. .4)-, LI , (-,r113./-\\t COLn I;--- 11-"; ‘f•- 1 ' - ` , 'IL aG a-0'QiG. —� 1 �T• . �T. ©W C Z 1 to I Q- 2 ` I 1 a I I I 2 E ON Ln 1 J IIIoN. Lu li © 0 --*--{_g�� i .I OPEN TO Ii 4 411-.l a-0`CLG. — L411- 1 DECK IN n ' , m` 2 N • — I 1 j1 ON 1 - i --4411i111111111 ° 0 I I KEY DESCRIPTION - — EQ. Q.-- _ _ - - - -\ - -. - - ( 14 ; W. I IIIIIIIIIIIIIIIIIIIIMINIMIIIIIIIIIIIIIIIMIllk �� A I I (N)ACT GRID CEILING GRID:ARMSTRONG 15/16"PRELUDE; REV DATE DESCRIPTION © I I )N)ACT TILE:)ACT 3} REFER TO CEIUNG DDETA LS SHEET 2x4 "DUNE SECOND LOOK-2712 OB/24/20 MNUi9VCY SiJIITH 1 a-0-CLG iwn I I I TYP. 1 A I(/17/20 aeitCH/MB 'Tr. ):1_.aiAll QG. e ( 2 ) � ( }, 1a-o-TYP. V. (� giadia . - 6 (N) GYP. BD. CEILING, PAINTED —� i T . TYP. ..:,� .4 {"t u.. _ �.,, � ' .-,a\ I 8'-0'CLG. Ill B'-0'QG. v; ® D It __I.Addll - (N} 2x4 LED UGHT FIXTURE'TOPAZ FLAT PANEL LED - I LEI GYP.BD. 4 TYp, • T M. F-L X4/50W/835/D-75', REFER TO ELEC. DWG'S ,' l � 10-0 CLG i l �. ® ® 10 14 ) ( 2 ) L i i o I (N) HIGH PAY LIGHT FIXTURE"LffHONIA LED STRIPUGHT ZL1 D OR 6 Li 1 / 1W• - 0 PHILLIPS UNBAR FLUXSTREAM STRIP", REFER TO ELEC. DWG'S I =.= �� t: t, - J LEI�'� (N} 6" ROUND INTERIOR RECESSED LED LIGHT FIXTURE, REFER TO aELEC. DWG'S. G. ® O O NI O - 8'47 CLG. g�CLG. (N)WALL MOUNTED VANITY LIGHT FIXTURE AT RESTROOMS N ® I_1 C 4 ) I y I "LITHONL�g•CONTEMPORARY CYLINDER 2-LIGHT BRUSHED NICKEL 3KCI LED#FMVCCL24IN MVOLT 90CRI BN M6', REFER TO ELEC. DWG'S. U CNI............. ,..,.. t �' G I ® (N) ILLUMINATED EXIT SIGN W/BATTERY BACK-UP, 'UTHONIA DRAWN BY: MP r [Ai EDGE UT EDGE/EDGR". REFER TO ELEC. DWG'S. x— © ® 4CHECKED BY: VK 1— Sm SEE I/Ao2.21(iii0.__. r _ - I . �,� ' SEE_ I/A02.21H ):::( "Ir'''MATGHL I NE 11 G. �� MATGHL I NE (N} HVAC SUPPLY-REFER TO MECHANICAL DWG'S. ■ARCH. PROJECT NO.: / BKM20004 w / (N) HVAC RETURN -REFER TO MECHANICAL DWG'S. II SHEET NAME: Ur i0r-0' • • 1, ,. / © NOTA: PARTIAL REFLECTED Q w = 1. SEE ELECTRICAL SHEETS FOR UGHT FIXTURE I Q n I I SPEOFICAT1ONS. CEIUNG PLAN NORTH 2. SEE MECHANICAL SHEETS FOR MECHANICAL DIFFUSERS . H EG, i . I , ■SHEET NUMBER: IIIIIMMININg. z W •-r:' � i ty �.. f.`,,7 �r'� ^' rt F +�`.- -J _- r J I I I �a „'J . - J 0 # ) KEYNOTE DESCRIPTION KEN McCRACKEN, ARCHITECT 1. OPEN TO STRUCTURE ABOVE. ria ecnxe.tea„Management.Permining 2. (N) 2'x4'SUSPENDED ACOUSTICAL CEILING TILE, SEE FINISH SCHEDULE&DETAILS ON 3$E)ECUT VE PARK SHEET A02.21. SUITE 3 I 0 3. (N) ILLUMINATED EXIT SIGN, SEE ELECTRICAL DWG'S. IRVINE, CA 92614 Contact Jeff Uederman (9491430-7051 ii1 o 0 4. {N) 5/8"GYP. BOARD CEILING ON METAL STUD FRAMING. Iuedelrr�ar xnd�nccom Y • +` - J (EI GYP.BD. 5. (N) RECESSED CAN LIGHTS- SEE ELECTRICAL DWG'S. CLG. ® O O El c 8'-0"CG. 8'-0"CLG. 6. (N) EXTERIOR WALL PACK FIXTURE. SEE ELECTRICAL DWG'S. ii 14 ) ® ®� 4 +�—�I 7. (N) MECH GRILLE &DIFFUSERS, SEE MECH DWG'S. lJ 1 TEFF LIEDERMAN,ARCHITECT 4... 1(J4T A 8. NOT USED. ■SEAL:MIMIIIIIIIIIIIIIIIMMIIIIIMIMMIIIII 2 41111111111 0 SEE I/A02.210 --�_ A 9. -IRE-USE-(E) R30 BATT INSULATION WHERE POSSIBLE, REPLACE WHERE MISSING. IN)SCRIM _ _ _ _ _ _ — — SEE i i rev x_.20 `+' _ _ SACKING AT UNDERSIDE OF WAREHOUSE ROOF DECK THROUGHOUT. MATGHL I NE 1a-0o. . _ r — MATGHL I NE � � AR�yi © A1) 10. (N)VANITY LIGHT FIXTURE. SEE ELECTRICAL DWG'S. �� KENNETH J. .--0._7 11. {E) EXTERIOR WALL PACK. SEE ELECTRICAL DWG'S. M RACKE 10'•0"CLC. TIP• • Q 12. OUTIJNE OF {E) RTU AND DUCT DROPS ABOVE. SEE MECHANICAL DWG'S. AM S, WA ^^'�`�""�`�"t�vv�-�`�"�'�- "„�"� _ "1'1'1'1'1'1'1^'�.`�'�'� (1 License#5599 ilk [I A 13. (E)ACT GRID CEILING TO REMAIN, INSPECT AND REPAIR AS NECESSARY. REPLACE � V'1i-z., �\ I I DAMAGED OR MISSING CLG.TILES. PAINT{E)TILES. i OF 0'', i EC. o' J"ilo� 14. {N) LED LIGHT FIXTURE. REFER TO ELEC DWG'S. 08/26/2020 101.0.1 i iiI - I - moi ® • I I I KW/2655 TYP. ..i N ■ - I 8 _ ■CONSULTANT: , C_1?-/tLI II 11cit. 3 0 9 L _ J 1 1 OPEN To II 7 DECK II ---77,-?).2 CLa. • L1 „ , I 6 N ■ TYP. RCP KEYNOTES IILILI/ii LI1 mommminI- 10.-0- Ia-0"a . III. -C7� Z all 1 E IL X xi' }a i Z a a Zf I1 1.1 COg8 r L_ i123 ZL- III X10'-0"CLG. a-0”CIG. 5 © © , -1 r 7 I • i0 :0 10 H70igia . ATO • .1 I 8'-0"CLG. 8'-0"CIG. pl I = la CLG C 4 )'�' �) Itll = L2 ) E. • - J .I I CO, .. i---[-- . H . I I TYP. -\. I .4111_ o - In NI �� . _ ,. Z Ni7 wLn u rn irmi ( 7 )__1i LAI — r -I - e;iii o TYP. I I I NA - L1 I 1 a-0'CLG. 10'-0"u G. I ' Z 6 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 MJ1t t1ure•Program Management•Penrumng Section 25.1.D.2.d.2: ALL LIGHT FIXTURES TO BE POSITIVELY ATTACHED TO SUSPENDED CEILING GRID SYSTEM. SYSTEM. (ASCE 7,SECTION BE SECURED FROM LIGHT& MUST BE SPACED A MINIMUM OF 6" LATERAL FORCE BRACING....A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO THE IN ADDITION, PROVIDE INDEPENDENT WIRE SUPPORT FROM THE FIXTURE HOUSING TO 13.5.6.2.2) MECHANICAL FIXTURES AT FROM ALL HORIZONTAL PIPING OR 38 EXECUTVE 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. HORIZ. 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 erman SECTION: • FIXTURE 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE Contact Jeff 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 jliedermareprndginc.corn 1. INA STRUCTURE WHERE THE ROOF SYSTEM IS COMPOSED OF BEAMS, SUPPORT WHEN HEAVY-DUTY i 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. AIR TERMINALS OR SERVICES: REQUIRED IF A 48" 2. THE STRUT SHALL BE VERTICAL,AND SHALL NOT HANG MORE THAN 1 MODULAR HANGER IN 6 OUT-OF-PLUMB.SOME EXAMPLES OF ACCEPTABLE STRUTS ARE AS ALL CEILING MOUNTED AIR TERMINALS OR SERVICES TO BE POSITIVELY ATTACHED TO PATTERN IS FOLLOWED. LIGHT FIXTURE FOLLOWS: CEILING SUSPENSION MAIN RUNNERS. IN ADDITION,PROVIDE INDEPENDENT WIRE t LESS THAN 56 LBS.) JEFF LIEDERMAN,ARCHITECT STANDARD CEILING GRID SUPPORT FROM THE AIR TERMINAL OR SERVICE TO THE STRUCTURE ABOVE AS FOLLOWS: ■SEAL: EMT: ELECTRICAL METALLIC TUBING • AIR TERMINALS OR SERVICES WEIGHING 20 TO 56 POUNDS, PROVIDE TWO #12 GAGE WIRES (MAY BE SLACK) �D �� 112" TO 5'-10' • AIR TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS SHALL BE �� ��Q ��/ SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE WITHOUT USING THE CEILING `\ 3/4" TO 7'-8" SUSPENDED SYSTEM FOR DIRECT SUPPORT. [CISCA] � KENNETH J. M RACKE 1" TO 9'-9" n LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER PROVIDE MINIMUM OF 2 SCREWS AT THAN 6 FEET FROM WALLS SUSPENDED " AM S, WA 41.111111,1. PP IT CORNERS OF SUPPORT WIRES, CEILING GRID OR SCREW ON T-BAR SAFETY CLIPS AT � cense#5599 SIDES OR ENDS. *.CONDUIT CAN BE FLATTENED AT THE ENDS AND CONNECTED TO THE T-BAR MAIN RUNNER WITH ONE#10 SHEET METAL SCREW [1 AND TO THE STRUCTURAL ROOF/FLOOR MEMBER WITH TWO#10 WOOD SCREWS.OTHER CONNECTIONS ARE ACCEPTABLE, BUT ''' or O'� SHOULD FIRST BE SUBMITTED TO THE BUILDING DIVISION FOR REVIEW. SCALE SCALE - - - -- � NUMBER 12 GAUGE VERTICAL NOT USED 12 LIGHT FIXTURE @SUSPENDED CLNG. 4 08/26/2020 I HANGER WIRE INSIDE OF CONDUIT, N.T.S. N.T.S. KJM/2655 1 TIE TO STRUCTURE ABOVE AND GRID. ■CONSULTANT: IIIIIIIIIMIIIIIIIMMINIII UNDERSIDE OF FLOOR OR MIN.#1 2 GAUGE MEMBER DEPTH: / FLANGE WIDTH: (EXAMPLE:6"= 600 X 11100 INCHES) (EXAMPLE: 1 5/8"= 1.625"- X 1/100 u ROOF STRUCTURE ABOVE. ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 INCHES. / INCHES) ALL FLANGE WIDTHS ARE Tf��°�N [] FOR ALL'T'SECTIONS MEMBER DEPTH IS THE INSI 1 IN 1/100 INCHES. A SEE SCHEDULE FOR MAXIMUM DIMENSION. HEIGHT. CEILING GRID USES #12 GAUGE 11 - -7- ± 3/8" SPLAY WIRE HANGERS AT 45 DEG. 600 0 162 - 54 • mill EMT SLEEVE. MIN. AND 90 DEG.TO EACH OTHER (4 STYLE: MATERIAL THICKNESS: U y ACOUSTICAL CEILING CLR. WIRES) (EXAMPLE:STUD OR JOIST SECTION = ) S . (EXAMPLE:0.054 IN.= MIL$gi MIL=1/1000 IN.) �' 8" BEGINNING 48"FROM ELEVATION STARTING POINT OF GRID AND TILE THE FOUR ALPHA CHARACTERS UTILIZED BY THE MATERIAL THICKNESS IS THE MINIMUM BASE METAL SUSPENDED CEILING SYSTEM, LAYOUT AND IN BOTH DIRECTIONS AT DESIGNATOR SYSTEM ARE: THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS ` �/ 4 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, 1�- DRILLN5/32"D1/8" IAER HOLE ? d STATE&LOCAL CODES. F =FURRING - 41144S\ AND INSTALL 1/8"DIAMETER r) � (} 45'TYP, BOLT AND LOCKING NUT. CEILING SPAN TABLE NOTES: TUBES SHALL LAP 4" - 6 X 1. VALUES ARE FOR SINGLE SPANS. �� MINIMUM. Q ¢ O O 2. ALLOWABLE CEILING SPAN CALCULATIONS BASED ON 33KSI YIELD STRENGTH STEEL. I O t ± � o 3. FOR FULLY BRACED CEILINGS, USE MID-SPAN BRACED VALUES. CROSS RUNNER. 1 4. END BEARING LENGTH = 1"MINIMUM. 12 GAUGE WIRE SPLAYED IN (4) DIRECTIONS-9v— - DEGRES APART AT 12'-0"O.C.EACH WAY -- SLOT END OF TUBE TO FIT Q 4 PSF OVER TOP OF MAIN RUNNER. LATERAL SUPPORT OF COMPRESSION FLANGE UNSUPPORTED MID-SPAN I" 6 MAIN RUNNER. JOIST SPACING (!N.} O.C. JOIST SPACING (IN.) O.C. Z Mr Q O + ± O SECTION: (MIL) 12" 16" 24" 12" 16" 24" 1111 W 3625125 18 9'-5" 8'-9" 7'-9" 13-3" 12.-3" 10-10" E ATTACHED :: 0 O O .- - - x W >- - _ Ix 362S125 27 10'-8" 9'-11" 8'-10" 15-3" 14'-2" 12'-7" SUSPENDED CEILING SYSTEM, 1' 0 z _ ' SEE REFLECTED CEILING PLAN, SEE 16-0" 12'-0" 3625125 30 11'-0" 10'-2" 9'-2" 15-8" 14'-6" 13'-1" I d 'PLAN,.... — .. ,,-0" Z 2, I r p CIRCLE INDICATES REQUIRED 3625125 33 11'-5" 1 10'-7" 9'-5" 16'-3" 15'-0" 13-6" T fa i 0 -- I LOCATION OF COMPRESSION U 3625125 43 17-9" 11'-8" 10'-5" 17'-9" 16-5" 14'-8" G U¢ POSTS. — .. — —... z _ Q `�_. 362S137 27 12'-1" 11'-2" 10'-1" 1T-5" 16'-2" 14'-6" d. _ .� Q 4 D CEILING SYSTEMS ARE TO BE USED S ALE 11 SUSPENDED CEILING GRID SGALE 7 3625137 33 12'-11" 11'-11" 10'-8" 18'-5" 17'-1" 15-4" N U _ ATTACHED AT 2 ADJACENT NOTUSED N.T.S. N.T.S. .O WALLS OR SOFFITS 3625137 43 14'-3" 13-2" 11'-9" 20'-1" 1$'-7" 16.-7" o 362S162 33 14'-8" 13'-7" 12'-2" 20'-9" 18'-11" 16'-6" :o E UNATTACHED - 12'-0" /OC Typ. / NOTE: LATERAL BRACING:4-12 GA.WIRES SECURED TO MAIN AT SUSPENDED CEILING: MINIMUM 12 3625162 43 16' 2" 14' 11" 13'4" 22' 7" 20' 7" 17'-11" METAL STUDS: RUNNER WITHIN 2"OF CROSS RUNNER INTERSECTION AND GAGE VERTICAL SUPPORT WIRE AT 400S125 II 27 11'-0" 10'-2" 9'-1" 15'-9" 14'-7' . 13'-]" 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" THE FOLLOWING SPANS ARE BASED UPON STUDS HAVING A 1-5/S"LEG WITH A 3/8"RETURN. DOUBLE STUDS ARE " "" - '-� - - - .---.�._ --- CONNECTED TOGETHER IN THE SHAPE OFA 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.EA. O.C.W/ (2) 1 1/2"x 9"GA.STAPLES @ 4005125 30 11'-4" 10'-6' 9'-5" 16'-2" 15'-0" . 13-5" !,-�: w WAY BEGINNING 6'-0"MAX.FROM WALL. LOOP& (1) ACROSS LAP.3 FULL -`,. THROUGH THE CEILING TILE REQUIRE MINIMUM. 2-INCH _� RINGS, SLEEVES, OR ADAPTERS THAT WILL ALLOW A TURNS MINIMUM WITHIN 3"LENGTH 4005125 33 11'-9" 10'-10" 9'-8" 16'-9" 15'-6" 13'-10" V MINIMUM 1-INCH CEILING MOVEMENT IN ALL HORIZONTAL 4005125 43 13-0" 12'-0" 10-8" 18'-3" 16'-10" 15-1" STEEL STUDS DIRECTIONS. ALTERNATIVELY, A SWING JOINT CAN BE - RPOVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION 4005137 27 12'-5" 11'-6" 10'4" 17'-11" 16'-7' 15-0" 1-5/8 X 20 GA. TO 17-0" 1: '' TO ACCOMMODATE THE 1-INCH MOVEMENT. [ASCE 7. 400S137 33 13-3" 12.-3" 11'-0" 18'-11" 17'-7" 13-10"/ =J. DBL 1-518 X 20 GA TO 15'-0" SECT 13.5.6.2.2] ANCHOR WIRES TO - - - AT OPEN GRID:VERTICAL SUSPENSION � I STRUCTURE ABOVE 4005137 43 14'-7" 13'6" 12'-0" 20'-T' 19'-1" 17-1" `- l V WITH THREADED ROD PER OTHER LI_I 2-1/2"X 20 GA TO 13'6" DETAILS. SUSPENDED CEILING 4005162 33 15'-1" 13'11" 12'-6" 21'-8" 20-1" 17-10" ' DBL 2-1/2"X 20 GA TO 15'-0" , - :� 4005162 43 16-7" 15'-3" 13'-8" 23'-5" 21'-8" 19'-4" ATTACH THE METAL STUD TO THE T-BAR MAIN RUNNER AND STRUCTURE ROOF/FLOOR MEMBER WITH TWO #8 111 45 0 0 600S125 27 12'-4" 11'-5" 10'-4" 17-10" 16'-7' 14'-11" aja [ i Ai SCREWS. 450 45 NOTE: 600S125 30 12'-9" 11'-9" 10'-7' 18'-4" 17'-0" 15'-4" 0 i 1 - 45o Ilk 600S125 33 13'-2" 12'-2" 10'-11" 1$' 10" 17-6" 15-9" moi- NOTE: mum PROVIDE b"CLEARANCE 1111111 11111111111111111111)11111111V11 NI 1l 11111111 11111[ 111111111 11111111 i �� AT ALL PIPES &DUCTS, ETC. 600S125 43 14'-5" 13'-3" 11'-10" 20'-5" 18'-11" 16'-11" 0_ O 1. STRUTS OTHER THAN EMT MAY REQUIRE ENGINEERING CALCULATIONS. 600$137 33 14' 10" 13'9" 12'4" 21'4" 19' 10" 1T 10"a BRACING WIRES MUST BE ATTACHED2. STRUTS OVER 12 FEET MAY REQUIRE ENGINEERING CALCULATIONS. LONG AND r TO THE GRID AND TO THE STRUCTURE 600S137 43 16'-2" ]4'-11" 13'-4" 23'-0" 2]'-4" 19'-2" HEAVY STRUTS PRESENT ADDITIONAL SEISMIC HAZARD;THEREFORE,THE APPLICANT SPRINKLER HEAD, SEE FIRE IN SUCH A MANNER THAT THEY CAN , s n I MAY BE REQUIRED TO PROVIDE CALCULATIONS SHOWING THAT ADDITIONAL STRUT 2" PROTECTION DRAWINGS MAIN RUNNER CROSS RUNNER SUPPORT A DESIGN LOAD OF NOT 600S162 33 16'-10" 15-7" 14'-0" 24'-4" 22'-7" 20'-4" a— �J 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" 1 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) MINEMNIIIIIMME MTL.SCREWS @ THE GRID&(2) SCREWS AT THE STRUCTURE,SPAN PER TABLE ABOVE. ICC#ER-4943P REV DATE DESCRIPTION SCALE 1 SCALE SCALE 0824/20 INI1NLAGENCY S EMTT/1L SPRINKLER CEILING PENETRATION 311=1.-0'11 0 SUSPENDED ACOUSTICAL CEILING i N.T.S. 1 6 ALLOWABLE CEILING SPANS - L/240 N.T.S. 2 . 2"MAX 8" - HORIZONTAL BRACE. MAX • GENERAL CEILING NOTES - - Co STRADDLE STUD BELOW AND FASTEN TO TOP _ (V TRACK WITH (4) #8 SHEET METAL SCREWS (2 EA. 1. SUSPENDED CEILINGS SHALL BE HEAVY DUTY AND COMPLY WITH ASTM C 635, ASCE 7-10 SECTION 13.5.6, O SIDE OF STUD) ASTM C 636, AND ASTM E580, SECTION 5 IN SEISMIC DESIGN CATEGORIES D, E & F. C\.1 -- SUSPENDED CEILING CROSS o SYSTEM. SEE CEILING PLAN. 3 2. ASCE 7-10 SECTION 13.5.6.2.2 REQUIRES: N RUNNER �� 160° 00° ''''' ` MAIN RUNNER 2" 4 ' �w . -�!�% - (2) STUD ORIENTATION - - �� A) THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2". WHERE 0 �` 45' TYP / � (CONNECT � 12"O.C.) PERIMETER SUPPORTING CLIPS ARE USED, THEY SHALL BE QUALIFIED IN ACCORDANCE WITH APPROVED ` "UNATTACHED" ( �` � TEST CRITERIA. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL � ` 1 1 I I BE ATTACHED TO THE CLOSURE ANGLE OR CHANNEL.THE OTHER END IN EACH HORIZONTAL DIRECTION J / 11 SHALL HAVE 3/4" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A- Q 0 1 1 `0" / CLOSURE ANGLE OR CHANNEL. " ''. I- 12GA. BRACING W/4 TIGHT TURNS IN 1 1/2" EACH END. Mi,�, �� SPLAY WIRE BRACING IN CLUSTERS OF FOUR WIRES ATTACHED TO '►� �b j% �� �,/ DRAWN BY: MP MAIN RUNNER WITHIN 2"OFA CROSS TEE SECTION. p' \� M4[- 11� �� 8) FOR CEILING AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION c \�� 11 � / 1J THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 S.F., EACH WITH A RATIO OF THE LONG CHECKED B1': 1/K m [� TO SHORT DIMENSION LESS THAN OR EQUAL 4, SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSIS ARE ■ARCH. PROJECT NO.: 2'! • I PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT 3-5/8"X 20 GA. STUDS-SCREWED W/ 7/16"9 GA. FRAMING SCREWS @ . DEMONSTRATE CEILING PENETRATIONS AND CLOSURE ANGLES OR CHANNELS PROVIDE SUFFICIENT BKM 20004 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. 1,00I PROVIDED WITH CLOSURE ANGLES OR CHANNELS IN ACCORDANCE WITH SECTION 13.5.6.2.2.A AND ■SHEET NAME: INIIIIIMIN111011101•11111M ›- "ATTACHED" 11 HORIZONTAL RESTRAINTS OR BRACING. U MR ML- Z 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 w ORTHOGONAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE INCHES FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT ARE NOT PROVIDED WITH BRACING CEILING DETAILS 0 MANUFACTURED STRUTS MAY BE ACCEPTABLE iE 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 DIVISION FOR REVIEW. LARR # 25380 CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE INDEPENDENTLY OF THE CEILING. UPON THE CLOSURE ANGLE ■SHEET NUMBER: J Q COMPRESSION STRUT • SCALE 13 CEILING WALL ATTACHMENT 1 SCALE 9 HORIZONTAL WALL BRACE GENERAL CEILING NOTES SCALE SCALE N.T.S. N.T.S. 1 N.T.S. N.T.S. z KEN McCRACKEN, • ARCHITECT ■ _I Architecture•Program managemenK•Permitting ■ ■ 38 EXECUTIVE PARK ■ ■ SUITE 310 ■ IRVINE, CA 92614 ■ Contact Jeff UederTnan I =, I9491 430-7051 ■ jliedertnan®pmdginc.com ■ I I I ■ =i ■ ■ ■ ■ JEFF UEDERMAN,ARCHITECT ■ ■SEAL: ■ ,._, ■ II ,\<3= V_D At5, c KENNETH J. C) ■ M RACKS ■ ■ ' AM S, WA lJ f� License#5599 O\ sl (` IIFUTURE LEASABLE AREA �c OF �� I WALLS P-8 NOTE: IFL9 BASSBOARD AT GYP.BD. ■ B'ASE B-1I 08/26/2020 I ■ KJM/2655 ■ COFFEE BAR zr ■ IWALLS Rt UNO Il CONSULTANT: IIIIIIMIIMMIIIIIMMI ■ ■ I FLOOR LW-1 1 \ © I a SSE B-1 II A45.00 I 1 =, I ( 1 r -. \\.A��\.; : �\\ \\\\\\\\\;\�\\\\\\\ ��\\\\\\\\\\�\\\\\\\\\\\\�\\\��Ay\AV� \\�\\\\\\\\V , \\\,\\\\\v\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\�\\\\\\\\V�\�\,\:�`:\:: A\\�A\��A� �� ��` \\\:�����y�\� iiii! I 1 1 ■ 1 1 -, ] LJ ■ I RESTROOM 1 i1 WALLS Rl - � 1. - � - � �. II I 1 I FLOOR LVT 1 1 f� .. i / 1 i 1 `,1 I BASE B-1 I CD aR2 gp-� ___a-2 P-2 L • w 1 1w. I OFFICE I OFFICE • �I OFFICE OFFICE • ■ 1 I WALLS P-1 UNO WALLS P I UNO I WALLS P-1 UNO WALLS P-1 UNO ■ 1 © FLOOR FL-I NOCTURNE FLOOR FL-I NOCTURNE FLOOR FL-1 NOCTURNE FLOOR FL-1 NOCTURNE ■ l ■ r 1 i ' BASE &1 I BASE B-1 I BASE B-I BASE B-1 1 • IH111l 111 ���iiimmiiIII i 1 7- Noimunian ' 1 11`1111 ■ I,u N \ N IF! WI 111 I MI I1 ,- ir ., i�. 2 I 1 ►, I I ��t '3 I ii '� �► 3 r-pp-- ,� i - (• Pr05.00 I P 2 I WALLS RESTROOM 1 r ___ _ X Z I FLOOR LVT-I I 1 P2 Q ■ BASE B-I 2 1 �i �.irrrir J ■ I�I ,II � ENiI � I� I� ill )-7 a x°- • i ■ Caz3 ALL FURRED COLUMNS IN ■ OPEN OFFICE I OPEN OFFICE OPEN OFFICE AREA ONLY,7/_ ■ WALLS P-I UNO I WALLS P-1 UNO ■ TO BE PANTED P-3:.TYP. ■ FLOOR FL-1 NOCTURNE MEI FLOOR FL-I NOCTURNE ■ BASE; B- I BASE B- � P2 , -y P2 ) • J 7‘.1.= II 4i 1 i a) 1 1 a 1 . 4__, 0� • 11 1 �. J ..._ 1 I _ c_p ■ �.2 OFFICE --� I OFFICE _- I CONFERENCE Ln ) yyy��f ■ WALLS P-1 UNO I WALLS P-1 UNO I WALLS P-1 I ALL FURRED COLUMNS IN FLOOR FL-I NOCTURNE 1 FLOOR FL-1 NOCTURNE I FLOOR FL-1 NOCTURNE = 7 I ;OPEN OFFICE AREA ONLY, - BASE B-1 I BASE B-1 . . -- _. BASE B I N TO BE PAINTED P-3. 1W. I 1 ) .-o -__ - _�_ 1 Liik � J i I i 1 '.7.7,//j—IL I li...____, 1 I I 1717171— __ E U_ Al_ IF_ A 1, LIll ll IP n ' n - g 4 < (NI ' i L . 0 - SUITE - Q 11952 'gym. REV DATE DESCRIPTION NOTE: REFER TO FINISH A,�A*<���11��t ,rzlL � o I SCHEDULE SHEET A02.34 ��� A II/17/20 CLIENT CHANGES NORTH 1/4" = 1'-0" FINISH PLAN - SUITE 1 W , WALLS CEILING ( # ) KEYNOTES REMARKS: RM.# ROOM NAME HGT. REMARKS FLOORING NOTES; MAT. FINISH MAT. FINISH 1. USE WRX GYPSUM BOARD AT ALL WET WALLS. AFF. I. PRIOR TO INSTALLATION OF ANY RESILIENT FLOORING MATERIALS, CONTRACTOR IS TO PERFORM 1. G.C. TO PROVIDE GYP. BD. 0/ METAL FRAMING ON ALL(EJ EXPOSED WALL SURFACES CALCIUM CHLORIDE TESTS TO DETERMINE IF SURFACES ARE SUITABLY DRY, FREE OF OLD I 1 AT OFFICE AREAS. TYP COFFEE BAR GYP. BD. PER 10'-0" ACT - O ADHESIVES, CURING COMPOUNDS AND HARDENERS, IF A'PL ICABLE,AND READY TO RECEIVE FIELD CARPET-DIRECT GLUE AT OFFICE &CONFERENCE AREAS 2. NEW RESTROOMS-PROVIDE TEXTURED GRAY FRP TO 48"AF.F. APPLY ALUMINUM TRIM PLAN 2. PROVIDE FLOORING TRANSITION STRIP. BEADS. TYP OFFICE GYP. BD. PER I0'-O FLOORING. CONTRACTOR IS TO FOLLOW TESTING GUIDEUNES AS PROVIDED BY THE ACT - 00 MANUFACTURER(S) OF FLOORING MATERIALS BEING INSTALLED IN ORDER TO ENSURE 3. THERMOSTAT"VENSTAR COMMERCIAL COLORTOUCH#T8800, SEE MECH. DWGS INTEGRITY OF INSTALLATION WARRANTYR . 0 CV TYP OPEN OFFICE GYP. BD. P 10'-0" ACT .. ©O 2. ADHESIVES FROM PREVIOUS INSTALLATION ARE TO BE REMOVED BY MECHANICAL MEANS SUCH 4. RECEPTACLES/SWITCHES/SENSORS"LEVITON DECORA•'WHITE AS BEAD BLASTING OR GRINDING. - ' . 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SUITE 11954 I F— •SHEET NUMBER: MIMINIMIIIIII= z w FINISH PLAN KEYNOTES ROOM SCHEDULE - SUITE 11954 FINISH LEGEND & .i'.' \,_ 0 • .�_,___��:__-�_,_..;._ ,. • I — KEN McCRACKEN, t - mmm■■■■m■mr•m■ mo■■■■■■mm _ .m mommm■■■ammo■m■■■m■ommamam ■m■■■mom� �/� :��� �■■■■■■■ •■■■■■■■a■■■■■■■■■■■■■■■■■■i■w■■a■■■w■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■� ARCHITECT j .I• r Architecture'Program Management•Permitting 1 0 1 -1 r I — -_- 1 1 -- , f 7 i- ' 38 EXECUTIVE PARK I _..._-. / r f _A . 1 / R.R.VESI1BULE / / f SUITE 310 I __ '. / .' _ Phi P-6 I 2 / WALLS P 1 © 1 / IRVINE, CA 92614 1 I r f r / ' '� FLOOR LVT-1 / _ 2 1 COFFEE BAR I / ` / / -/ � / i / f Contact Jeff Uedesman rr iam� WALLS P 1 UNO / / / A BASE &I / ;- / / ! 1 1 / -. / 1 / / - / 449 4347051 1 �� / FLOOR LVT-1 / - / ,. /-- / / l , , / / / �= P-2 _ jliedennarpmdgirx.com / BSE &1 ,. / / /. / /. / % !" //` /: . . . //////////////////�J _ ` - =7III - PA5.00 � Will l /----/ Q ( R2 ) JEFF LIEDERMAN,ARCHITECT T___ — •SEAL: 1111 - ,\ V__D ARCy ( P2 ) IC..3 KENNETH J. 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SUITE F- ■SHEET NUMBER: IIIIIIIIII z ' r.--,,,,--,--,,-, r-' UJ FINISH PLAN KEYNOTES ROOM SCHEDULE - SUITE 11956 FINISH LEGEND & NOTES I`.v-I``= --/,' 101 0 ri--,..,.■■■..■...■.........■■■■�i'g■■■.■■■.■■■ � I � � � � �l� � KEN McCRACKEN, ■■■■■■��■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■s■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.■■■■.■■■■■■■■■■■■■■■■■■■■■■w - ARCHITECT 1..�- /rcJ�tecttre•Program Management•Permimng I _ �`' RESTROOM , RESTROOM�_ I 38 (ECUTFVE PARK IWALLS P-I I WALLS P1 LT.ROOM SUITE 310 I FLOOR LVT-I ••I FLOOR LVT-i P$ Q I WALLS P-8 IRVINE, CA 92614 0 I OFFICE BASE B-1 BASE B-I TYF. { FLOOR FL-9 OFFICE 1 WALLS P 1 UNO / _._..__ . . { Contact e433o-051 WALLS P-I UNO BASE' N/A • g FLOOR FL-3 NOCTURNE .2 { FLOOR FL-3 NOCTURNE _i I ^ i _ ' - / P 2, jliederrreanaxndgirx.com BASE B 1 I BASE B I a �- r I _ t "I _ -__ /-. . . l BREAK-OUT ROOM I WADS P-1 UNOTi ! 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License#5599 OF 0 08/26/2020 KJMJ2655 ■CONSULTANT: INIIIIII H Z W I ZI (0 z da Za Imis M < co Ln UI ,diii M cr- IN ��j , KEY DESCRIPTION 1 MANUFACTURER KEY I DESCRIPTION 1 MANUFACTURER FLOORING NOTES. Ili 0 , n ---, FLOORING PAINT 1. PRIOR TO INSTALLATION OF ANY RESILIENT FLOORING MATERIALS, CONTRACTOR IS TO PERFORM STANDARD CARPET SCHEME#1 (GREEN SCHEME ) 24"x 24"SHAW-STYLE: DISTRICT SITUATION 51210 PAINT SCHEME#1 (GREEN SCHEME) (P1) SW7005 'PURE WHITE', (P2) SW7673 'PEWTER CAST, CALCIUM CHLORIDE TESTS TO DETERMINE IF SURFACES ARE SUITABLY DRY, FREE OF OLD — --y 1 COLOR: OPTION#1 SHALE 08597 OPTION#2 NOCTURNE 08557 5%ACCENT CARPET: STYLE:APPLIED SHAW 1 (P3) SW671 1 'PARAKEET SHERWIN WILLIAMS ADHESIVES, CURING COMPOUNDS AND HARDENERS, IF APPLICABLE,AND READY TO RECEIVE < ri n re COLOR: NIGHT VISION 04326 FLOORING. CONTRACTOR IS TO FOLLOW TESTING GUIDELINES AS PROVIDED BY THE Ln \---- STANDARD CARPET SCHEME#2 (ORANGE SCHEME ) 24"x 24" SHAW-STYLE: DISTRICT SITUATION 512 I 0 PANT SCHEME#2 (ORANGE SCHEME) (P1) SW7005 'PURE WHITE', (P2) SW7673 'PEWTER CAST, MANUFACTURER(S) OF FLOORING MATERIALS BEING INSTALLED IN ORDER TO ENSURECD FL 2 COLOR: OPTION#1 SHALE 08597 OPTION#2 NOCTURNE 08557 5%ACCENT CARPET: STYLE:APPUED SHAW 2 (P4) SW6892 'CARNIVAL' SHERWIN WILLIAMS INTEGRITY OF INSTALLATION WARRANTY. COLOR: LAVA 04675 P 2. ADHESIVES FROM PREVIOUS INSTALLATION ARE TO BE REMOVED BY MECHANICAL MEANS SUCH 9 _ �— PANT SCHEME#3 (BLUE SCHEME) (P1) SW7005'PURE WHITE', (P2) SW7673 'PEWTER CAST', AS BEAD BLASTING OR GRINDING. A STANDARD CARPET SCHEME#3 (BLUE SCHEME } 24"x 24"SHAW-STYLE: DISTRICT SITUATION 51210 3 SHERWIN WILLIAMS 3 COLOR: OPTION#1 SHALE 08597 OPTION#2 NOCTURNE 08557 5%ACCENT CARPET: STYLE:APPLIED SHAW (P5) DE5895'DIVE IN' COLOR: COSMIC 04429 REV DATE DESCRIPTION PANT SCHEME#4 (RED SCHEME) (P1) SW7005 'PURE WHITE', (P2) SW7673 'PEWTER CAST, 08124/20 Irrrvv nr>ricrvJer�rrrK STANDARD CARPET SCHEME#4 (RED SCHEME ) 24"X 24" SHAW-STYLE: DISTRICT SITUATION 51210 4 (P6) SW6868'REAL RED' SHER AN WILLIAMS i 1n7rzo WENT a s 4 COLOR: OPTION#1 SHALE 08597 OPTION#2 NOCTURNE 08557 5%ACCENT CARPET: STYLE:APPUED SHAW CEILING FINISH NOTES COLOR: LASER 04885 5 DOOR/WINDOW FRAMES-COLOR MATCH TIMELY ALUMATOME OR (P7) SW7663 'MONORAIL SILVER' INSULATION ABOVE DECK PANT ALL ELECTRICAL CONDUITS, HANGERS,AND HVAC DUCT SAME COLOR AS BOTTOM OF DECK 5 NOT USED 6 DOOR PANELS- (P8) 'PEWTER CAST SW7673, OR (PI) 'PURE WHITE'SW7005 (SEE ROOM FINISH SCHEDULE). INSULATION BELOW DECK 7 TSAR GRID-COLOR MATCH ARMSTRONG PRELUDE INSULATION COVERED BY WHITE SCRIM ATTACHED TO JOISTS. PAINT ALL ELECTRICAL CONDUIT, 6 NOT USED CONDENSATE PIPES, HANGERS,AND RIGID DUCT TO MATCH SCRIM. 8 SHEEN: OFFICE-EGGSHELL I RESTROOMS, DOORS& FRAMES-SEMI GLOSS I WAREHOUSE &STORAGE-FLAT I FIRE SPRINKLER PIPES 7 NOT USED CEILING UNDER NO CIRCUMSTANCES ARE FIRE SPRINKLER PIPES TO BE PANTED. PROTECT DURING PAINTING. ACOUSTIC CEIUNG TILE: 24" X 48"X 5/8", 'DUNE SECOND LOOK' 2712, SQUARE LAY-IN, COLOR: TEE GRID 8 NOT USED ACT 2 SUSPENSION SYSTEM: 15/16" 'PRELUDE, COLOR MATCH ARMSTRONG PRELUDE - N CD MISCELLANEOUS I 9 POLISHED CONCRETE-GRIND/LIGHT POLISH TO 50 GRIT RESIN FINISH W/PENETRATING SEALER-LOW C' REFLECTIVITY 13FIBERGLASS REINFORCED PANEL(FRP): GLASBORD-FSI, 4'X 10'COLOR: 'GENERIC TEXTURED GREY'WASHABLE TRP I SANITARY SURFACE RESTROOM WAINSCOT DRAWN BY: MP r_ LVT 1 LVT OPTION#1 SHAW-STYLE:TERRAIN II 0655V, COLOR: SHADE 00548( L-VT-1} SHAW I CHECKED BY: VK 1— ATH I ADA COMPLIANT ALUMINUM THRESHOLD EXISTING TO BE FIELD VERIFIED. v— iARCH. PROJECT NO.: NOT USED NOT USED 1 PLASTIC LAMINATE-BLACKENED STEEL 8918-58-BASE CABINET' FORMICA. BKM 20004 W ■SHEET NAME: IMMIIIMMOIT PL 2 PLASTIC LAMINATE-LINEN D427-60-COUNTERTOPS WLSONART Z BASE 1 RUBBER BASE OPTION#1, 4" OFFICE/6" RESTROOM-COVED RADIUS-20 CHARCOAL(B-I) JOHNSONITE iPLASTIC LAMlN FE-f .l-iE1',1 R BBONWOOD 8836-58-BASE CABINETS FORMIC"-, FINISH = B SCHEDULE - 4 PLASTIC LAMINATE GRAPHITE 837-58-UPPER CABINETS FORMICA. V H PL 5 PLASTIC LAMINATE -ECUPSE MOXIE Y0483-60-BASE CABINETS WLSONARTII SHEET NUMBER: IIIIIIIIIRIMMTIIMIIIIIIIIIII z ILI ROOM FINISH SCHEDUL _I U KEN McCRACKEN, ADA COMPLIANT SIGN TO ARCHITECT EQ.i EQ. i BE SIDE INSTALLEDOF DOOR. aiteaON PUSH rvoec re. „Management• 9 RE: 7/A00.12 38 EXECUTIVE PARK SUITE 310 COUNTERTOP AND SPLASH ADA COMPLIANT 6"x$" IRVINE, CA 92614 FROM 3/4" PLYWD. 1/- SECURED TO 2X4 SIGN TO BE INSTALLED ON Contact Uederman 1 FRAMING ®SINK. I PUSH SIDE OF DOOR. jliederr�a Ir pmdg'rnc.com 2'-0" COUNTER AND SPLASH TO RE: 7/A00.12 \ RECEIVE PLASTIC LAMINATE _ ON ALL EXPOSEDdi T __t_ _ - _ _ . , 1I �� SURFACES. (PL-2) - NINIF GARBAGE DISPOSAL .o J 2 JEFF LIEDERMAN,ARCHITECT I 1 CABINET, 314" PLYWD. �t SEAL: r� fr=,, 4:a � CONSTRUCTED W/ I/4" .- � ,�<3_D ARC m PLYWD. BACK,ALL EXP. � �� U SURFACES TO RECEIVE � /�' v PLASTIC LAMINATE. U C3 KENNETH J. OM RACKS INSULATED PIPES AND BASE CABINET A I. .1 DISPONSAL PER ADA 4 • REQUIREMENTS - AM S, WA FIN. FLR. License#5599 OF 3 1'-0" 2U CABINET SECTION AT SINf� 3/4" = 1'-0" - 3" = 1'-0" - _. , „- -- 1/2"= 1'-0" _ �®,� USED 1/32."==i1„0'-c).." 12"= I'-0" 08/26/2020 KJM/2655 A MIRROR SUPPLIED BY G.C.AND - T.O. REFLECTIVE SURFACE ■CONSULTANT: 11111111111111111111111111111111111.1 INSTALLED BY G.C. IN ACCORDANCE _ CERAMIC TILE OVER WITH ADA REQUIREMENTS i SETTING BED OVER METAL LATH OVER GENERAL NOTE FOR SOLID SURFACE COUNTER v,/\ BLDG. PAPER CABINETS: SPLASH &SIDES W/ Iv STAINLESS STEEL LAVATORY 2x WOOD BLOCKING 1. CABINETS MUST BE COMMERCIALE ATTACHED TO STUD PREMIUM GRADE, BUT ARE NOT 2'-0" WITH L1.5 x 1.5 TOP& REQUIRED TO FOLLOW THE WIC 'T`v •- _40" MAX. STANDARDS OR INSPECTIONS. - B.O. REFLECTIVE SURFACE BOTTOM BOTH ENDS- N TYP. r 2x8 HORIZ. BLOCKING 2. CABINETS TO BE SECURELY ATTACHED 2'-0" N CONTINUED BETWEEN STUDS STAINLESS STEEL GRAB TO WALLS WITH SCREWS � � COUNTERTOP AND SPLASH, 3/4" PLYWOOD �\ \ f'% � � ` BAR IN SECURE TO ZX BLOCKING. COUNTER AND m \ N SPLASH TO RECEIVE PLASTIC LAMINATE ON - t-I ALL INTERIOR CABINET SURFACES TO �� J ALL IXPOSED SURFACES. rt ' :\ 1 0,_ RECEIVE WHITE MELAMINE FINISH. 8" (- -� INSULATE ALL EXPOSED PIPING —' ADJUSTABLE SHELF, 3/4" PLYWOOD Co FROM BELOW LAVATORY TO ~, WITH HARDWOOD STRIP t6 FRONT AND ,� SLIDING DRAWER, PLASTIC LAMINATE FACE WALL ALUMINUM SHELF STANDARDS. . :� AND FACE EDGES WITH, REQUIRED o - ' i , / z __ I " HARDWARE. INTERIM SURFACES TO RECEIVE I Z L„ WHITE MELAMINE FINISH. U NI m L1 1/2" W y b. 2x8 HORIZ. BLOCKING 1 1/2' W CONTINUED BETWEEN STUDS XZ RESIUENT BASE I CABINET, 3/4' PLYWOOD CONSTRUCTED KNEE/TOE 6" :„.;_,,,J SE FACE OF STUD Z WITH 1/4" PLYWOOD BACK,ALL CLEARANCEO E, REFER TO FINISH Z ir f Cr BASE CABINET T " m` 17" \ W Z US �_ FIN. FLR. • 3/4" = 1'-0" 3"= 1'-0" 3/8"= I'-0" .__ 3"= I'-0' r r,i E'3.1 1 _ 1`!I - - - - yr r ,�r�\ /4''' r' �, t rn �'ti I RESTROOM ACCESSORIES ( # ) KEYNOTE DESCRIPTION RESTROOM CLEAR FLOOR SPACE GENERAL NOTES 1. NOT USED. ITEM SPACE REQUIRED. MIN CLR ET TYPE QTY ITEM MANUFACTURER MODEL DESCRIPTION NOTE: I. ALL EQUIPMENT SHALL MEET LOCAL ACCESSIBILITY REQUIREMENTS. 2. PROVIDE WALL BLOCKING AT ALL GRAB BARS AND WALL MOUNTED FIXTURES. CO EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED. SEE DETAIL 31A03.00 A TOILET 60"X 59" __ Ln A 1 TOILET TISSUE DISPENSER BOBRICK B-2730 SIGNS SHALL BE CONTRASTING IN COLOR FROM DOOR 2. PROVIDE PLASTIC CORNER GUARDS AT EDGES BELOW 6'-0". 3. TANK TYPE TOILETS: GLACIER BAY 2 PIECE 1.1/1.6 GPF HIGH EFFICIENCY DUAL FLUSH B SINK 30"X 4$" B 1 MIRROR BOBRICK B 165 2436 24"x36" CHANNEL FRAME MIRROR„ ADA#N2316 PUSH SIDE OF 3'-0" DOOR 48"X 4$" POLISHED STAINLESS STEEL 3. PROVIDE 4" HIGH BACKSPLASH AT ALL COUNTERTOPS THAT TERMINATE AT WALL. C FRONT APPROACH 12" MIN CLR ON 13ACKSPLASH TO MATCH COUNTERTOP MATERIAL. 4. LAV SINK-WALL HUNG KOHLER#K-2031-0 GREENWICH WALL MOUNT BATHROOM SINK PUSH SIDE C 1 UTILITY HOOK BOBRICK B-6707 SATIN-FINISH STAINLESS STEEL CONTRASTING 1/4" 4. SANITARY NAPKIN DISPOSAL.UNITS, IF PROVIDED, SHALL COMPLY WITH SECTION (WHITE), FAUCET"DELTA" }ADA)#$7Tf 05 SINGLE HOLE HANDEI, CHROME PULL SIDE OF 3'-0" DOOR 54"X 60" 4j Lll THICK EQUALATERAL FRONT APPROACH 1$" MIN CLR ON - I 1B-309.4 AND SHALL BE WALL MOUNTED AND LOCATED ON THE SIDEWALL Ln U ry EDGESTRIANGLE WITH 12" BETWEEN THE REAR WALL OF THE TOILET AND THE TOILET PAPER DISPENSER, 5. G.C. TO INSTALL TRUEBRO LAVGLJARD-UNDERSINK PIPE COVERS FOR SUPPLY AND PULL SIDE 0� D 1 GRAB BAR {REAR) BOBRICK B-5806 x 36 4+60" - EDGES ADJACENT TO THE TOILET PAPER DISPENSER.THE DISPOSAL UNIT SHALL BE DRAIN VALVE. 3 - __ 1 A.F.F. LOCATED BELOW THE GRAB BAR wrrH THE OPENING OF THE DISPOSAL UNIT 19 E 1 GRAB BAR (SIDE) BOBRICK B-5806 x 42 INCHES MINIMUM ABOVE THE FINISH FLOOR. 6. SCHLUTER SYSTEMS TRANSMON WALL STRIP;ANODIZED ALUMINUM. 1/8" RADIUS (TYP.) M ON ELONGATED FRONT TOILET SEAT (WHITE) GENERAL NOTES: F TOILET SEAT BEMIS 1955CT 000 5. THE WATER CLOSET COMPARTMENT SHALL BE EQUIPPED WITH A DOOR THAT 1. G.C. TO PROVIDE BLOCKING FOR RESTROOM ACCESSORIES AND SHELVING AS REQUIRED - L HAS AN AUTOMATIC-CLOSING DEVICE. BY MFR., DASHED LJNES ON ELEVATIONS REPRESENT APPROXIMATE LOCATION OF SURFACE MOUNTED VERTICAL TANK 4+60" - BLOCKING. I t1171 W 1 SOAP DISPENSER BOBRICK B-2111 SATIN-FINISH STAINLESS STEEL A.F.F. 6. REFER TO PLUMBING DRAWINGS FOR ALL FIXTURE TYPES. 2. REFER TO PLUMBING SHEETS FOR SPECIFICATIONS OF ALL FIXTURES. I CONTRASTING o H 1 WASTE RECEPTACLE BOBRICK B_279 SURFACE MOUNTED UNIT, 1/4"THICK 12" 3. ALL WALL MOUNTED PLUMBING FIXTURES ARE TO BE SUPPORTED BY IN-WALL CARRIERS, I 4 n SATIN-FINISH STAINLESS STEEL DIA CIRCLE SEE PLUMBING SHEETS. sW-.1112 N 6 1-1/2" 4. REFER TO WALL DETAILS ON SHEETA07.00 I BOBRICK B-6806 x 18 TUBING W/ CONCEALED SATIN-FINISHMOUNTING STAINLESS0 J 1 GRAB BAR (VERTICAL) 0 1 SANITARY NAPKIN DISPOSAL BOBRICK B-254 SURFACE MOUNTED SATIN-FINISH -. , 1 - -- i I ^K^ �^ ^�� DOOR SYMBOL V STAINLESS STEEL I H RECESSEDSTAINLESS SATIN-FINIS L 1 SEAT COVER DISPENSER BOBRICK B-301 STEEL VyV, ..,.�,��""� T REV DATE DESCRIPTION r M 1 PAPER TOWEL DISPENSER BOBRICK B-262 SURFACE MOUNTED SATIN-FINISH l STAINLESS STEEL _ �' 08/24/20 AJffNLAA�TJCYSUBMTR,i1 I II 11/17/20 GENT CRINGES 0 /CI 8'-0"AF.F. 8'-0"A.F.F. I \ Y GYP. BD. CLG. GYP. BD. CLG. 1 -H © 1 4'-6" MIN. i t - - 5 A P1 l e 4 A03.00 2 ALL WALLS B - - - - - ` 39"-41" f B-1 ;9 b D \ 3 M r• El f © I I 0 ,� �� �-- © B I G 6 © © 'I 6 _ N D , o 6CNI I � � D - I I � - - -• � � O \\ I - C I _. I_� , - ( \ DB I CSV � _ \ - - I iiiiiimim- ti I 1 o E -F I� I r L G 1 DRAWN BY: MP C� // N / \ IC � 3 I 0 1C �� 1 - . ! 1 CHECKED BY: VK /r.9 g // FRP 1 O L - _ - J L ' ' ( 3 }� —� - - I A i - - n ss ` ■ARCH. PROJECT NO.: h CD Ing BKMZ 4 co / ALL WALLS 1 1 H ®�� // © ^Eo m © I - - ■SHEET NAME: Ur / cr N U �, 2 T-b" ENLARGED z O'-0" FIN�FLR. / 4 O'-0" FIN. FLR. ., \ RESTROOM i 0 U 1 2 &, 3 © 4 24" MIN. LAN 1— ALL WALLS 42" MAX. ■SHEET NUMBER: z IJJ 1/2"= 1'-0" I I/2'' = 1'-0" JTYPICAL RESTROOM ELEVATIONS _ I 0 KEN McCRACKEN, ARCHITECT Architecture•Program Management•Permitting 38 EXECUTIVE PARK SUITE 310 -i I 0'-2" '' 2'-9" /- -i 8'-6" i- IRVINE, CA 92614 Contact Jeff Ciederma, •• '- jifed�rrlar>949)mpmnglr c com ■ . . • • • ■ ■ ■ ■ ■ ■ ■ ■ ■ . . ■ ■ E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ u t 0 . L Oi— = 1 N A o � iIII IIIIIMIIIIIIIIIIIIIIIIIIMMIIMMIIIMIII I l I L I I I I I I I IOM 1 11 I i I I I I I I TI i I I II I i i I I i I I I I II t?IuI11 ` 1 � IF - 1I I bo l I I I ` I ` 12 J 1 I I-1 IC li i 1 I I I 6 13ACKSPLP5H e 1 I I I I ! I I I �f 1 1 9 o M RACKS — I — r I I II I I I 1 1 I 1 1 ■ ■ I I I I I I 1 I E I I • I I 11 i 1 ! I �� I I IM S. WA PL-5 I I I E I I I I I I I e e ! E I i I A I I ! I I L P -, 1 PL-5 7:0_,:-L:ense #5599I I�I �� I - I I I I I u {�\ _ Q Q 0 � p p I I I I i '--t 7 I � �i I 1 I I V �i� _ 06 0 � OrnQ m � - _ -- _ — — - - •` I 1 l I I I �l I I 1 1 - - _ - - � � A , �� V� O�� I I I I I I I I 1 I i I I II I J I I I ! I t I I I I m I I I I I I I I I I I I I Z TOE 100C f I 1 I I I I I I I I I 1 I I I I 1 I I I 1 I 1 1 • • �� I I I I I I 1 I I I-- ---- I - I Toy MK 08/26/2020 I I I ! I I I I I I T l RASE CABINET&ADJUSTABLE SHELVING WITH ADA 1 1 1 1 i 1 1 1 1 j__:_ 1 1 1 I I i i l 1 1 1 1 KJM/2655 I I I I I I ! I I I I 1 i BASE CABINET&ADJUSTABLE SHELVING WITH ADA COMPLIANT SINGLE BOWL STAINLESS SINK ADA I I 1 I I I I I I I I I I COMPLIANT SINGLE BOWL STAINLESS SINK,ADA COMPUANT FAUCET, UPPER CABINET WITH ' ■CONSULTANT: IIIIIMIIMIIIIIMIIIIIIIMIIIIIIII l I I 1 1 I I 1 + I I 1 1 COMPLIANT FAUCET, UPPER CABINET WITH ADJUSTABLE SHELVING. I i i I I ' I ' E ' I I 1 I I 1 i ` 1 ' I I 1 1 1 I ADJUSTABLE SHELVING. 11 ELEV 'A' PLAN ELEV 'A' PLAN CABINET PLAN & ELEVATION - SUITE 11956 3/13"= 1-0" 5 CABINET PLAN & ELEVATION - SUITE 11954 i 3/a"- 1'-0" 1 I I I I I I I I I I 1 I 1 1 I f I I 1 i I I I I I ! I I I I I I I I I 1 1 F I I I I I I I I I I I I I I 1 ! I I I I I I I I i I I ! f 1 I 1 1 I 1 I I I I { 1 I I I 1 1 I I INH II II I I I I 1 I I I' I I II f I II I f 1 ! i II ! I1 I i I I I 1 I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 11 I I I ! I I I I I I I I I A [ I I I I I I r �� I I I 1 I I Et', }A j.1 I 1 1 I I! �-{�. Z ' I I I I i T'11 I I i s I! I I I I 1 I 1 ! � 1 �1 1 C I I i I /1, 1 4 1 I I 9 - - le Z r - I / I I I 1 7 I I 1 I 1 I Q I I' 1 , 5 I I I 6 1 . 1 ' I I I I r l I i t I I I I © 3. b I ! I I r I I I I I I I 1 I 1 I Q II! ! I I I I l I I V. I I I 1 i I I S ` 1 I I �i I I ` I I I /` /� 1!` I ` I 1 I 1 b [V I / I 13.11 : I 1 I/ 1 I 1 I I 1 1 ! 1 I I © 1 11 — [ �H I I I I I I I I I I n I 111 I I I ` E I I I l I / Y I I ! I I I I I ! / I I e i IMMO © 8 PL-5 II 1 F e o o lr o � � O � _ o o e e e � e '► •.-i 8'-0" ;•. ���1 GI =.,,, ,. ._ cy-,, � �- ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ , ■ ■ ■ ■ ■ * ■ ■ ■ ■ ■ . _ - — - - - — _ - - m TOE KIM • i 1 I d % - / L7TOE� •`;` ql BASE CABINET&ADJUSTABLE SHELVING WITH ADA .' 10'-2" i 2-.9" COMPLJANT SINGLE BOWL, STAIN'FCS SINK,ADA BASE CABINET&ADJUSTABLE SHELVING WITH ADA in {�) M COMPLIANT FAUCET, UPPER CABINET WTTH COMPLIANT SINGLE BOWL STAINLESS SINK ADA ADJUSTABLE SHELVING. COMPLIANT FAUCET, UPPER CABINET WITH CN NI ADJUSTABLE SHELVING. M ELEV 'A° PLAN ELEV °A° PLAN cN ti 0 3/8"= 1'-0" 1 1 3/8"= 1-0' Cl CABINET PLAN & ELEVATION - SUITE 11954 3 CABINET PLAN & ELEVATION - SUITE 11952 2 1 -"--- C # ) KEYNOTES , NI 6 . . . .l CABINETRY: 0 Ln . A. (SCHEME 1)-FORMICA-BLACKENED STEEL 8918-58-BIOSE CABINETS (PL-1) V `— V) I— I 2'-0' I 2=0"—,- _ -0" B. (SCHEME 2)-FORMICA-ASHEN RIBBONWOOD 8836-58-BASE CABINETS (PL-3) NIMIIIIIIIIMIIIIIIIIIIIMMINIMIIIM ,- ' REV DATE DESCRIPTION I I - C. +SCHEME 3}-FORMICA-ECLIPSE MOXIE Y0483-60-RASE CABINETS(PL-5} ---- — F 08/24/20 NIYL/�iBVCYSIJ TI! - 2. COUNTERTOP-WILSONART-LINEN D427-60 (PL-2) ,L 11/17/20 Q,IE�ITOwUGES 11 - - - - ii IC 3. BAR SINK-ELKAY DAYTON GE 12521 STAINLESS STEEL SINK SINGLE BOWL TOP MOUNT SINK _ _ _ ^�_ 2 (ALTA). SEE PLUMBING DWGS. 1 0 __ - - - - - �� 4. BAR SINK FAUCET-AMERICAN STANDARD#7074000.075 COLONY PRO SINGLE HANDLE -_ _...,. KITCHEN FAUCET. SEE PLUMBING DWG'S. j Z1 5. INSTA HOT WATER HEATER, BELOW COUNTER-CHRONOMITE INSTANT-FLOW SR. SEE 15 C Il' A B ix• ) PLUMBING DVVG'S. 2 3. '40 1 1� b N - - - - � - - -OEM NIC - 1 © _ ti. - y y © - 6. 30"W FULL-SIZE REFRIGERATOR, BY OWNER. 3 - ��� 7. LVT FLOOR FINISH. REFER TO FINISH SCHEDULE A02.31. C7 J CD .13.11 8 — - ■ ■ /� �H I l_ ��_ _ j _ 8. LOCATIOCN N OF (N) COPY MACHINE (PROVIDED BY TENANT) CD • I ��� •�_ 1- -_-_ - - - 1 9. SCHL�ITER FLOORING TRANSITION STRIP. N PL-5 --1 o o I PL-5 �L- a -- O - - - - - - i - IMOMIIIIIIIIIIIIIIIIIIIIIMEMINIIIIIIMIN f` -111111117. I D I D = VI I s •I - - - - /��6_ DRAWN BY: MP - - - - - - N- 1- g ,/� 'a' g ..... = = m / m - - - CHECKED 13Y: VK t' -_- \ Mil MARCH. PROJECT NO.: IIIIMINIMMM TOE KICK • TOE KKK _ 8 "o,• 2 • UGENERAL NOTES: BKM L 0004 BASE CABINET&ADJUSTABLE SHELVING WA17/1 N 1. DOOR&DRAWER PULLS: GUDERITE-CC STAINLESS STEEL 6-1/8*LONG SOLID HANDLE BAR ■SHEET NAME: W ITH COMPLIANT SINGLE BOWL, STAIN'FCS SINK,ADW - PULLS#5001-96-SS-10. COMPLIANT FAUCET, UPPER CABINET WTTFI I 1—I 2. REFER TO PLUMBING SHEETS FOR SPEOFICAT1ON OF COFFEE ROOM FIXTURE. INTERIOR Q ADJUSTABLE SHELVING. u 3. REFER TO WALL DETAILS ON SHEET A07.00 ELEVATIONS v ELEV 'B' ELEV 'A' PLAN PLANi- M SHEET NUMBER: =M=IMIIIMMIIII z �� - - w CABINET PLAN & ELEVATIONS - SUITE 11952 3/8"= 1-0" KEY°, ' ETES -I U KEN McCRACKEN, ARCHITECT Archrwr.,r•Program Management•Permang 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Contact Jeff Liederman (949)430-7051 flied, . d,. dginc.com JEFF LIEDERMAN,ARCHITECT ■SEAL: i KENNETH J. M RACKS iiii D • 'AM S, WA A Lr? License#5599 Thl ---____. ` 8 F �F 0� "Cil 08/26/2020 KJM12655 ) ■CONSULTANT: ONO GED 0 q 15 o 3. 2 n o LTJ FIVO TIN i> rn Thi\ ., OE fax I BASE CABINET&ADJUSTABLE SHELVING WITH ADA - ! COMPLIANT SINGLE BOWL, STAINLESS SINK.ADA �2-0 �- COMPUANf FAUCET, UPPER CABINET WITH H ADJUSTABLE SHELVING. 1 II W z " V' z >d a Ne Z a ELEVFA' PLAN CO z ° -- • :.. 3/8 = I -0 00 Ln W 6 Ls) H m NirN -7- - W '4 .'. 0--. l ' 5 g Z ° { I I F III ON Lll JI o FSO - 1 - °�� , I _ � _ C # KEYNOTES L - - - _. - _ �, 1. GABANETRY: 0 n - A. (SCHEME I)-FORMICA BLACKENED STEEL 8918-58-BASE CABINETS (PL--1) B. (SCHEME 2)-FORMICA-ASHEN RIBBONWOOD 8836--58-BASE CABINETS (PL-3) _ it_ 1 C REV DATE DESCRIPTION _ _ - - '1l _ _ C, (SCHEME 3)-FORMICA ECLIPSE MOXIE Y0483 60 BASE CABINETS{PL 5} ■ 00/24/20 NIKAGENCY51.BIITTAL — — — -2- - - - 2. COUNTERTOP-WILSONART-LINEN D427-60 (PL-2) , , 11/17/20 CLIENT G-wNca — 03. BAR SINK-ELKAY DAYTON GE 12521 STAINLESS STEEL SINK SINGLE BOWL TOP MOUNT SINK ( — (ADA). SEE PLUMBING DWGS. 4. PAR SINK FAUCET-AMERICAN STANDARD#7074000.075 COLONY PRO SINGLE HANDLE 7 KITCHEN FAUCET. SEE PLUMBING DWG'S. 15 —` 5. 1NSTA HOT WATER HEATER, BELOW COUNTER-CHRONOMITE INSTANT-FLOW SR. SEE ( 2z Z 1 _9 ) , PLUMBING DWG'S. 0 o w� �/ ` ' J 6. 30"W FULL-SIZE REFRIGERATOR, BY OWNER. BACKSPLASH LI 13. OD 1 7. LVT FLOOR FINISH. REFER TO FINISH SCHEDULE A02.31. O I .n _FL. b CV 8. LOCATION OF (N) COPY MACHINE (PROVIDED BY TENANT} Co `2'-0'� 50 �� . v N PL-5e o - F — II - o AI H _ 9. SCHLUTER FLOORING TRANSITION STRIP. VI i > pin ( / ' m _6- DRAWN BY: MP - _ ' Illp. — - — \ CHECKED BY: VK � TOE mac • •� _ ■ARCH. PROJECT NO.: i. BASE CABINET&ADJUSTABLE SHELVING WITH ADA / GENERAL NOTES: BKM20004 20004 COMPLIANT SINGLE BOWL, STAINLESS SINK ADA 1. DOOR&DRAWER PULLS: GLIDERITE-CC STAINLESS STEEL 6-1/8" LONG SOLID HANDLE BAR ■SHEET NAME: W • COMPLJANT FAUCET, UPPER CABINET WITH PULLS#5001-96-55.10. ADJUSTABLE SHELVING. 2. REFER TO PLUMBING SHEETS FOR SPECIFICATION OF COFFEE ROOM FIXTURE. INTERIOR Q 3. REFER TO WALL DETAILS ON SHEET A07.00 = ELEVATIONS v ELEV 'A PLAN ■SHEET NUMBER: z .. 3is-_ �' w ! - - 6 KEYNOTES JJ NOTE: KEN MCCRACKEN, 1 SHEATHING TO NOT :E INSTN I FD ON BACK SIDE OF STUDS IN VOID LOCATIONS ARCHITECT t FIRE SEALANT ----- P'-L----.1,,, — CONT. MIN. GAP FOR _ _ _ _ A - am Management W/BACKER ROD , —�� DEFLECTION 1 1 _ FIRE-SAFING MATERIALS PER r 1 1 1 38 EXECUTIVE PARK CONT. 18 GA DEEP LEG -- ' \ MANUFACTURER'S iik SEE CLG PLAN / I + + 1 I SUITE 310 IRVINE, CA 92614 DEFLECTION TRACK(1 1/2" MIN. RECOMMENDATIONS TO B.O. STRUCTURE I T - J Contact Teff uedem>an DEEP LEGS) CONNECT TO ACHIEVE 1-HR FIRE RATING ` _ .. )949)430-7051 I 1 ROOF STRUCTURE AS SPECIFIED jliedermarapmdgirrc.com / + + • IN TRACK ATTACHMENT 20 GA CONT. TRACK TO MATCH SCHEDULE. DO NOT ATTACH STUD WIDTH ATTACH W/ (1)#12 pSHEATHING TO TRACK SCREW IN EACH STUD <IP \\- CONNECT O� STRUCTURE O OD 1-HR RATED 1--I { ~� �1 1 E..-) 15 ADD 19 MIL STUD �•j� WHEN USING 19 e I Z + I IIISEAL:JEFF UEDERMAN,ARCHITECT MIL TRACK.ATTACH W/(2)#8SCREWS® 1 + + + + 12"O.C. 1 .o IL 1111 i SEE TYPES BELOW CONT. 18 GA DEEP LEG —�4 . `�/ M . GAP FOR SEE CLG PLAN - - i� �1 \��� �i�� DEFLECTION g.0. CLG SEE CLG PLAN C� KENNETH J. DEFLECTION TRACK{1 1/2" M . B.O. CLG M RACKE CONNECT TRACK TO VERT STUDS DEEP LEGS) CONNECT TO ROOF )7-4- CONTINUOUS TRACK +. I W/(1)48 SCREW IN EACH FLANGE OF EACH STRUCTURE AS SPECIFIED IN TRACK CONT.TRACK TO MATCH STUD \ • [GAGE TO MATCH - �' STUD, EXCEPT INSTALL(2}-#8 SCREWS IN EACH ATTACHMENT SCHEDULE. DO NOT WIDTH ATTACH W/ (1)#12 - AM S, WA FLANGE AT VERT STUDS WITH DIAGONALS ATTACH SHEATHING TO TRACK n SCREW IN EACH FLANGE OF -� /A� \ 5/8" GYPSUM BOARD CEILING, UNE OF CLG WHERE OCCURS. License#5599 t. WALL STUD) NOTE: FOR DOUBLE STUD DIAGONALS, "SECOND" NON-RATED V EACH STUD _-�\-- SEE FINISH SCHEDULE & -_ -_- REFER TO CEILING PLANS. �j� ��� (4)-#$SCREWS . 01 /__ STUD SHALL END AS CLOSE AS POSSIBLE TO END CONTINUOUS METAL CEILING PLANS CONTINUOUS METAL I '__ CONNECTION, TOP&BOTTOM. BRIDGING SYSTEM AS .-- '-' BRIDGING SYSTEM AS I I. - - -_ 3- __ 1'-0" REQUIRED METAL STUD AS SPECIFIED BELOW, REQUIRED - METAL STUD AS SPECIFIED BELOW, 08/26/2020 HEAD TRACK ATTACHI�,'"i: ( REFER TO STUD CHART FOR GAUGE i� REFER TO STUD CHART FOR GAUGE 0SA07O I2 II FINISH AS REQUIREMENTS AND SPACING. FINISH AS REQUIREMENTS AND SPACING. KJM/2655 _ -. x7.72.1 SPECIFIED BELOW SPECIFIED BELOW `_ _ CONT. TRACK TO MATCH STUD & FINISH WIDTH ATTACH W/11)#12 r SCHEDULE ATTEN°AI1ON ° ■CONSULTANT: SCREW IN EACH FLANGE OF THERMAL INSULATION AS EACH STUD PROVIDE SOUND SPECIFIED BELOW FLOOR ANCHOR AS CONT. FIRE SEALANT W/ ATTENUATION AS SPECIFIED BELOW SPECIFIED IN TRACK BACKER ROD ATTACHMENT SCHEDULE '-t77'77\71, 17\'7 � 1\\47 DIAGONAL BRACING OPTIONS 4.y \\.\\\\<\-\\"\\.\\E\ .. ' I / =1` V\ �V v �� y i. v ---i I — / FLOORROOM FINISHFINISH AND BPSSCHEDULE.E PER FLOOR ROOM FINISH FINISH AND BASESCHEDULE.PER 1 1 I I TYPE 1 TYPE 2 TYPE 3 11A."'\ 1 lA I 1 + + 1 I I J _, 1- - - - - - I �r (1} STUD 0,-0„AF.F. I I " 0'-0"AF.F. 1 L 1 �-... #8 SCREWS® 1 Z"c/c FINISHED FLOOR J B I-HR RATED I� _ / \ 1 FINISHED FLOOR I .1.4\ �1 12) STUDS (2) STUDS w/ . \ CONTINUOUS TRACK TOP ICONT. TRACK TO MATCH #8 SCREWS® 12"c/c &BOTTOM, SAME FLOOR ANCHOR AS STUD WIDTH ATTACH W/ WALL IIIIIIINIMMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIM THICKNESS AS STUD. �� TYPE DESCRIPTION DESCRIPTION SPECIFIED IN TRACK (1) #I2 SCREW IN EACH TYPE 115---'\ I \ I 2C ATTACHMENT SCHEDULE FLANGE OF EACH STUD Cq PARTIAL HEIGHT WALL-3 5/8" METAL STUDS W/5/8"GYP. BD., BOTH SIDES+ R-11 SOUND \ O PARTIAL HEIGHT WALL 3 5/$" METAL STUDS W/ 5/8" GYP. BD. + R1 1 SOUND ATTENUATION /' \ - ATTENUATION Z PARTIAL.HEIGHT WALL-6" METAL STUDS W/ 5/8" GYP. BD., BOTH SIDES+ R-1 I SOUND W \\ / \ - CB ATTENTL.JATION STUD SIZE STUD MAX DIAGONAL LENGTH W } THICKNESS TYPE 1 TYPE 2 TYPE 3 I `_ t9 Q 3 5/8"x I 1/4" 19 MIL 8'-0" 14'-0" 18'-0" 14 a ` 3 5/8"x 15/8" 33 MIL I0'-0" 18'-0" - - a \ + ®NONRATED O \ u m � � LIGHT GAUGE METAL FRAMING ST 1 1/2"= V-0" j 3"= I'-0" 1 1/2"= I'-0" • • 1 1/2"= V-0" ,�15 02.22.1 SILL TRACK ATTACHMENT DETAIL ,.o,�„ 0222.1 AVON-RATED RESTROOM PARTITION 05- 07p0-03 `` r WALL CONSTRUCTION ' I'1ART AND ATTACHMENT MATRIX05A0, _...j________ 02.71.19 022119 PER PLAN REFER TO INDMDUAL DETAILS AND MFG MIL. THICKNESS - STRUCTURAL GAGE NUMBER CROSS REFERENCE E �' INSTALLATION INSTRUCTIONS FOR REQUIRED 20 GA. 33 MIL \\ \ SCHEDULED \ \ CEILING FINISH �� SCREW TYPE TO ATTACH ITEMS TO BLOCKING. 18 GA 43 MIL \\\ WHEN NOT SPE IFI Y INDICATED \ . � C CAU_ ND CATED USE MIN. 16 GA 54 MIL mole- .. , . LLL A.KT Ppt \ \ \ STUD/TRACK C� \ \ \ \\\ CLG '� / #8 SELF TAPPING SHEET METAL SCREWS. 14 GA 68 MIL DEIGN „� e:sTr�ltlu \. : ,\ / - ao s1€� OD �� ��1:HEADER BOX 6'O 12 GA. 97 MIL �� _ r r SHIMS AS REQUIRED 'C BLOCKING IS FOR ELEMENTS f ,m ,x 1,, ---.,,"r ` WITH J MAX. VERTICAL LOAD I I rte : - J L. — J O s� GYP. BD. METAL Q EXAMPLE CROSS REFERENCE: �_�� �� OF 100 I FIC PER L.F.AT A CONTINUOUS w--.- CORNER BEAD 3 5/8", !8 GA STRUCTURAL METAL STUD=362 S 162-43 ��_ o MAX. OF 7" FROM THE FACE �� �RECTICLAI 51PT FRY REGLET DRML�25 Q OF WALL RACK rESTEOINTOP TRAO: Jr EXTRUDED ALUM. 'L' STUD S=STUD FLANGE SIUAT ROOF SYSTEM,Sff s<_ - E� P�• EQ. TRIM MOULDING Q DEPTH T=TRACK WIDTH THK. a SCHEDULE m� ��• 1 1/2" DEEP GLAZING \ =3.625" =1.625" =43 MIL. CHANNEL WITH =3 5/8" =1 5/8" =18 GA. , Jam, - 1 cc DRY-GLAZING GASKET \ .. n 0 1r ..> u_, I/Z"TEMPERED GLASS Q II` �_ 0ffTECI+�T� _ LEST®N TOP PTRACK TRA 20 5 DAG PENGL4'OUSHED i I WALL STUD TABLE g Ln MAK. IC> Uhl) 0 1/2' EXTRUDED ALUM. • O WALL HGT. STUD SIZE SPACING REMARKS 'Z'REVEAL MOLDING ♦ 10'-0" 362S162-33 !6" O.C. •T111...0.------------------- FINISHED FLOOR AS NOTCH TRAC __s_______,___.__A_K $ sa ca. o I. SCHEDULED AT EA STUD. \ 16'-0" 362516243 16' O.C. eo.n� eo.a� '' 8 GA BACKING TRACKME OF 18'-0" 362SI62-54 16` O.C. < NJ 6 , , ' "-"' l-ERE Ln LENGTH +SIZE AS a� 20'-0" 36251 62-68 OR 6005162-33 I6" O.C. 1 ® OC\-. ofE SPECIFIED IN DETAILS >it: COMO FLANS. o FLAR0E. f 22'-0" 6005162-33 16" O.C. r ATTACH TO EA STUD W/ —. 1— (3) #8 PAN HEAD SCREWS. 24'-0" 6005162-43 !6" O.C. �\--� NEP/BRICGING SYSTEM -�— ETAL STUD FRAMING 26'-0" 6005162-54 16" O.C. —� �� I REV DATE DESCRIPITON 28-0 ' " 60051 bZ-54 16" O.C. KETAL STUD^s s eC�1 ^° METAL mors sPEcs>m er3a v /20 NTIAL AGENCY_ qq � s r 3-= l'-0" I 3"= I'-0" P''�'A5 NA I�rosnoo�xrFOR cvr# SPEaP®eacw 11ESERTOsnoawir oacw,Ge Q R 4rz0 Oi1NGES d r S,T r � 1 r'� j HIRSHAS [ 1�arFssrtsMnm�ovrx b sem+ aEanl AND SPACING_f• "- J :Acer En D F TA]LLL l ?. LASE ° z+ i S n i N _ a si6� SCHEME osA07oat a 30-0" 800516243 16" O.C. SCHEDULE 0772.1 NOTES: LIGHT GAGE FRAMING SCREW CONNECTIONS PR7rLE SOLIDPR[l pE Sp�FR7 1) THIS DETAIL SHALL NOT BE UTIUZED IF STUD DEPTH EXCEEDS 8" • UNLESS NOTED, LIGHT GAGE FRAMING CONNECTIONS SHALL BE MADE USING#8 SCREWS. SEE 2) RIGID FACING MATERIALAPPUED TO BOTH STUD FLANGES MAY BE DETAIL I 5/A07.00 FOR DIAGONAL BRACING CONNECTIONS. ®.oma FELON UTIUZED IN LIEU OF U-CHANNEL., PROVIDED THE FOLLOWING CRITERIA AT LOCATIONS WHERE SHEATHING MATERIAL IS PLACED AGAINST THE SCREW HEADS OF LIGHTGAGE A) STUD HEIGHT DOES NOT EXCEED 16' METAL FRAMING CONNECTIONS, PANCAKE HEAD SCREWS SHALL BE USED SO THAT THE SHEATHING e n 6 E "F ` B) SHEATHING APPLIED TO BOTH STUD FLANGES FULL HEIGHT MATERIAL REMAINS STRAIGHT AND SMOOTH. PER APPLICABLE AS.T.M. STANDARDS .f . C) STUD SHALL BE BRACED IF ONE FLANGE IS TEMPORARILY WHEN MUWON MATE IS INSTA I Fr) �O -v UNSHEATHED FURRING WALL HEAD ATTACHMENT i DIRECTLY AGNNST GLASS ADDITIONAL , '� D) STUD GAUGE IS A MAX. OF 16 GIA. FLUOR FT-115H AND BASE PER FLOOR MASH ANIO BASE PR GASKETAND/CRFSIVE IELD REQ UIREDaFASTENER,rrp MATERIAL OF BUILDING FASTENERS ��or1F*m+so e f r�alrra�I �F O IBY OTHERS) - r f s�NG \PARTITION 1/Z" MIN. MIL. STUD FRAMING L _ J L _ J Co METAL �� AS SCHEDULED - - - h o«S ,,,�, ` ,; `- CV GASKET WITH A SW - /‘ . /\' h. Axl / / 1 / 1 DRAWN BY: MP ON BOTH SCES 1 1/2"x 1/2"x 16 GA 3 5/8" MTL. STUD. #12-14 x I 1/4"TO EACH STUD OPTIONAL SERIES 91 I J COLD-ROLLED y#, CHECKED BY: VK r FINN-FORMS I 1 CHANNEL®4'-0" O.C. %# . 6" MIL. STUD. #12-14 x 1 1/4"TO EACH STUD ■ARCH. PROJECT NO.: *3�'THI 3 GLASS 'J ' MAX.VERTICALLY ., ,4 s y. - TYPE •DESCRIPTION TYPE DESCRIPTION T� �I � � !-HR RATED FULL HEIGHT WALL-6" METAL STUDS W/ 5/8"TYPE 'X'GYP. BD. ON BOTH SIDES FULL HEIGWT WALL-:"N MET:TT:DS W/5/8` GYP. BD., BOTH SIDES+iZ1 1SOUND BKM Z®®O'Y CI) SILL AND HEADTRACK ATTACHMENT SCHEDULE OO +R-11 SOUND ATTENUATION 'A ATTENUATION W\� MATERIAL OF BUILDING FASTENERS B FULL HEIGHT WALL SULABOVE GLAZING-6" METAL STUDS W/5/8" •GYP. BD., ■SHEET NAME: •MuwoN MALE CAN BE INSTALLED AGAINST t/B THICK GLASS. 2"x 2" x 16 GA, CHANNEL CUP CONCRETE SLAB (2) 3/16" 0 POWDER ACTUATED SHOT PINS® 16" O.C. (I 1/4" I B BOTH SIDES+ R-1 I SOUND ATTENUATION z INSTALL THE G^SITTAGAINST THE GLASS SCE FIRST. ANGLE, LENGTH SHALL BE I/4" EMBED) WALL PARTITION Q BEING CAREFUL TO ONLY LET THE GASKET COME IN CONTACT LESS THAN STUD WIDTH. WITH 7-IE GLASS MIRING INSTALLATION. FASTENED TO STUD AND METAL DECK (2)#10-16 x 2" SCREWS® 16" O.C. SCHEDULEI CHANNEL W/ (4) #8 SCREWS METAL DECK W/CONCRETE (2) 3/16" 0 POWDER ACTUATED SHOT PINS® 16" O.C. (I 1/4" 0 EMBED) F- I METAL DECK W/UGHTVVEIGHT FILL (2)#12-14 x 2" SCREWS 016" O.C. ■ HEET NUMB z LLJ 1 I NTS r 3"= l'-0" 3" = l'-0" - I 1/2''= 1'-0" 1 1/2"= 1'-0" J MULLIO ,, MATE DET ',IL i - 05-A0700-09 1 HR RATED FULL HEIGHT PARTITION 05-,x0700.06 __ . .. 05- 0700-0i - � . . -_ - - -� - 05,^070413 _ �]� ,+�L 12.72.1 _ _ - NA - 02-22-I 02.22.1 C-R-1 0 NOTES: I.T. ROOM DOOR OFFICE DOOR EXIT DOOR KEN McCRACKEN, JAMB SIMILAR. HOLLOW METAL FRAME & DOOR OVERHEAD COILING DOOR SOLID CORE WOOD HOLLOW METAL FRAME & DOOR ARCHITECT AT JAMBS, INSTALL �, PER DOOR PER SCHEDULE , PER ! ProgramArchitecture• Management.Permitnng MINIMUM OF 3 JAMB SCHEDULE SCHEDULE CUPS PER SIDE (TYP). CONC. WALL CLOSER @ 1 I- PER i PER 5/8" GYP. BD. 16 GA. H.M.HMtSCHEDULEI EXIT SCHEDULE 38 EXECUTIVE PARK ROOM-SIDE` FRAME 15 I SUITE 310 CONT. SEALANT u IRVINE, CA 92614 5/8" GYP. BD. AROUND PERIMETER 8 I -16 GA. H.M. 16 Contact Jeff uederman I \ 5/8" DIA. X 4"TITEN HD. - TYP J{ 949)4347051 INTERIOR PARTITION PER DOOR J o LLJ J jliedermanwpmdginc.tom R-11 BATF WALL TYPES. INTERIOR o w o INSULATION U.O.N. X U = S EXTERIOR Criss U j 1 I �+ (2) 5/8" DIA. X 4"TITEN ♦-_ w w w rY L6x6x3/$STL. HEADER � / '-'-' � � ALARM PANT 16 � LEDGER INSTALLED7 v ( 14 DEVICE WHER. STUD/TRACK HEADER HD AT JAMB SIDE 1 1 ��BOX (TYP) ON WARM SIDE ONLY SCHEDULEDSIM- TEMPERED 11 JEFF UEDERMAN,ARCHITECT I eQ - I - - FIN. FLK. II SEAL: CONT. SEALANT 0/ r FRAME. • Y PER SCHEDULE J A EACHSBACKROIDE TYP PER DOOR SCHEDULE. CONT. SEALANT CONT, SEALANT & TYPE "A" TYPE "B" r TYPE r rCr r KICK PLATE WHERE O 1 1 EACH SIDE -SCHEDULED < �D A/)� I 1 "- BACKER ROD COO SERVICE DOOR rr rr \�`(��` TYPED � '�' KENNETH J. �� M RACKS -7 r METAL FLASHING 'J' METAL BEAD , I DOOR AND FINISHES DOOR SCHEDULE PER FUTURE LEASABLE AREA DOOR l `i-=-,,. PER SCHEDULE SCHEDULE • - ALUMINUM SIDEUTE SOLID CORE WOOD ASSEMBLY d I DOOR PER SCHEDULE 6'-0" -AM S, WA PER �i PAR (1� License#5599 GLAZING-SEE - p PER ySCHEDULE� V q�[� ���\ WINDOW TYPE V SCHEDULE ( ( C OF Qi 12 `-'I / VISION GLASS �th, , , 12 08/26/2020 3"= I'-0° MEAD / JAMB INTERIOR DOOM 3 = i -0 1 HM DOOR HEAD (JAMB SIM.} 3" = 1'-0" 1 r I>i -- 1f/u�(y\/ N s.�� _, Lu �Z ,ThN / LU n FURRING ON WALL OVERHEAD. SEE NOTE: ? / Lt Liii \ / �^ •CONSULTANT: V INTERIOR FINISH SCHEDULE. WHERE NECESSARY ADJUST MORTAR DOOR FRAME (BEYOND) f U U \\ 1i��l 17.1 ANCHOR DOOR HOUSING TO WALL PER BED OR ADD UNDERLAYMENT TO Q O \ O \ t1 n w \ �u w o n w \ MANUEr)FACTURER'S INSTALLATION GUIDELINES. MAINTAIN ACCESSIBILITY \ \ '\ r` DOOR SCHEDULE PER SCHEDULE w \ w \ / / im REQUIREMENTS AT TRANSITIONS .. _ ___ -_ = I -- 7 BUILDING WALL BETWEEN DIFFERENT FLOORING TYPES. FINISH FLOORING r -- - s._ ;Q-1- / \ / PER PLAN ;o �j NOTE: ¢ KICK PLATE WHERE ( 1 , 10"KICK - r 11 6"x6" SELF WEATHER STRIPPING SET 7c KICK PLATE WHERE 10" SMOOTH ADHERED APPLY CONTINUOUS +1 ZINC TRANSITION STRIP SCHEDULED 0 �_2 SCHEDULED PLATE (TYP) SURFACE SEALANT AT ALL iFC SUPPLIED AND INSTALLED BY > SYMBOL ODY ii ii EXPOSED EDGES. FLOORING CONTRACTORDOOR TYPE AND FINISH ALUMINUM THRESHOLD W/ Co. . . O ,,, TYPE "E" TYPE "F" TYPE "G" TYPE H g . I� n PER SCHEDULE SEALANT II I i GALVANIZED MANUALi ji ' N ',....----- Iiii1_14,.j i - OPERATION CHAIN % CONC. SIDEWALK GALVANIZED STEEL I BEYONDL-.;••• ,: . CHANNEL ANCHOR SANDED ELASTOMERIC \ . r SEALANT AT PERIMETER NOTE: ; JOINT{TYP.) SEE DETAIL 10 FOR Ei RESILIENT FLOORING GALVANIZED JAMB SLEEVE 1 ADDITIONAL INFORMATION ON I WHERE OCCURS PER / CERAMIC TILE Z AROUND PERIM1=1 tR OF STEEL SLEEVES AND ANCHORS. v) FINISH SCHEDULE. FLOORING WHERE DOOR OPENING. PRIME -� I OCCURS. W AND PANT TO MATCH (ir1L.. ,. ". E EXTERIOR BUILDING WALLS. 1/2"ASPHALT SATURATED FELT W } EXPANSION JOINT CHAIN LOCK HASP ACCESSIBLE ZINC THIN SET MORTAR z � TRANSfT10N STRIP. BONDING BED. � Z a STEEL DOOR GUIDE. CONCRETE SLAB, REFER TO STRUCTURAL V FINISH FLOOR DRAWINGS Ca E O 1"= 1'-0" = 3.= 1 -0" I/4 = 1 -0 , _ ',, _ - 3 r-ID" 4 DOOR & WINDOW ELEVATIONS �✓ CLI-D00424,0805-11 .- 03-DOOR-A,0805-05 - cQ.�.,a I 0222.18 - - Mig. M NOTE: NOTE: DOOR HARDWARE SCHEDULE DOOR SCHEDULE WHERE BUILDING WALL AT WOOD FRAMING SUBSTITUTE 3/8"x 2" 11\-..-, "~ GRO�JP � I�Tf DOR VVI~M GROUP 5: RESTROOM (SINGLE ACCOMMODATION) MATERIAL DIFFERS, THIS DETAIL LAG BOLT FOR HD ANCHORS AND#12 x 3" IS TO BE CONSIDERED'SIM." GALVANIZED SMS FOR WEDGE ANCHORS. QTY. DESCRIPTION FINISH MFR.1 I QTY. DESCRIPTION FINISH MFR. DOOR FRAME 3 EACH HINGES 5BB1 4.5 x 4.5 NRP 630 IVE 3 EACH HINGES 5B31 4.5 x 4.5 652 IVE LOCATION NO. DOOR SIZE OD 1 EACH DOOR PULL HANDLE -TO MATCH (E) STOREFRONT DOORS - - 1 EACH LEVER (PRIVACY) - FALCOLN - DANE BRUSHED ALUM. -- -- (W x H) THICKNESS TYPE MAT'L FINISH MAT'L FINISH HEAD JAMB SILL HRDW. GRP. KEY REMARKS L GALVANIZED L 3" x Z" x 1/4" 13 1 EACH DOOR PUSH BAR TO MATCH (E) STOREFRONT DOORS 1 EACH SURFACE CLOSER 4011 b89 LCN CONTINUOUS. MITER AND _ 1 EACH SFIC CORE (BY OWNER) 626 INS 1 EACH WALL STOP -GENERIC - BRUSHED ALUM. (WALL-MOUNT) 626 IVE (E) STOREFRONT <100> (E) 3'-0"x 7'-0" (PR) -- -- -- -- - -- -- -- -- F FILLET WELD CORNERS. 1 EACH MORTISE CYLINDER 80-116 626 SCH 3 EACH SILENCER SR64 GRY IVE _ LOW HIGH 1 EACH SURFACE CLOSER 41 1 1 SLUSH 689 LCN 1 EACH KICK PLATE 8400 10'1x 2" LDW 630 IVE CONTINUOUS BEAD STOREFRONT (101) 3'-0"x 7'-0" (PR) H GLASSUPRE-FIN ALUM. PRE-FIN OF SEALANT, �� HEAD 1 EACH DOOR THRESHOLD 171 A MSES10 AL PEM /s SIMPSON WA25Z14MG. SEALS BY DOOR MFR. e I, --9 k 'C I I I INSTALL 4 PER JAMB AND EDGE OF DOCKZ WAREHOUSE 102 3'-0"x 8'-0" 1-3/4" F S.C. PAINT TIMELY PAINT 12/A08.0012/A08.001 1/A08.00 2 VISION GLASS 1-r) U rn AT HEAD ANGLE. f BELOW WHERE GROUP 2: OFFICES / WAREHOUSE NI OCCURS. OFFICE <103> C S.C. PAINT TIMELY PAINT 12/A08.0012/A08.0011/A08.00 2 SIMPSON TITEN QTY, DESCRIPTION FINISH MFR. 3' 0"x 8' fl" 1 3/4" THD37300H AT EACHL3 EACH HINGES 5BB1 4.5 x 4.5 652 IVE STEEL ANGLE AT DOCK 1 EACH LEVER (PASSAGE) - FALCOLN - DANE BRUSHED ALUM. OI DOOR MANUFACTURERS RESTROOM <104> 3'-0"x 8'-0" 1-3/4" G S.C. PAINT TIMELY PAINT 12/A08.00]2/A08.001 1/A08.00 5 ' EDGE BELOW WHERE 1 EACH SURFACE CLOSER 401 1 689 LCN IAMB MOUNTING TAB. BUILDING OCCURS. 1 EACH WALL STOP - GENERIC - BRUSHED ALUM. (WALL-MOUNT) -- -- ) Ln I" WALL FURRING WALL WEATHER STRIP 3 EACH SILENCER SR64 GRY NE LEASABLE AREA EGRESS <I05> 3'-0"x 7'-0" 1-3/4" D H.M. PAINT ) TIMELY PAINT 8/A08.00 8/A08.00 4/A08.00 4 E 1-111 O 7-- WHERE OCCURS PER r - PROVIDED BY DOOR INFERIOR FINNIIS1HH MANUFACTURER. GROUP 7: I.T. CLOSET ROLL UP DOOR <106> 10'-O"x 10'-0" - B STEEL PRIMED GUIDE - 15/A08.0014/A08.0013/A08.00 3 D 0 ADD SHIM GROUP 3: ROLL-UP DOOR QTY. DESCRIPTION FINISH MFR. C 0 INTERIOR ELEVATIONS. i AS READ. QTY. DESCRIPTION FINISH MFR. 3EACH HINGES 5881 4.5 x 4.5 652 IVE =� � f CONFERENCE ROOM <IN> 3'-0"x 8'-0" PER PLAN GLAZ. HERCULITE DOOR `� _ I/ • ► 1 EACH SFIC CORE (BY OWNER) 626 INS PLYWOOD WANSCOT TO STEEL OVERHEAD ANY HARDWARE AND/OR LOCKS BY 1 EACH 'STOREROO ' LOCK N8OBDC SPA 626 SCH 0 Ln - < 48:AFF WHERE OCCURS. 12" CLEAR - i COILING DOOR. PRIME OWNER'S VENDOR 1 EACH KICK PLATE 8400 10"x 2" LDW 630 IVE I.T. ROOM i 08 A SC PAINT TIMELY PAINT L90 x 3"x 3"x 3/16"GALVANIZED AND PANT PER 1 EACH MOP PLATE 8400 6"x 2" LDW 630 IVE 3' 0"x 8'-0" 1 3/4" 12/A08.0012/A08.001 1/A08.00 7 EXTERIOR ELEVATIONS. 1 EACH WALL STOP -GENERIC - BRUSHED ALUM. (WALL-MOUNT) 626 IVE STEEL CORNER PROTECTOR AROUND - GROUP 4: BACK ALARMED EXIT 3 EACH SILENCER SR64 GRY IVE BREAK ROOM <109> SC PAINT TIMELY PAINT I2/A08.0012/A08.0011/A08.00 8 COILING DOORJAMB GUIDE BY 3'-0"x 8'-0" 1-3/4" C FURRED OPENING. ATTACH WITH#10 DOOR MANUFACTURER. QTY. DESCRIPTION FINISH MFR. 2 EACH VIEWER U696B 626 IVE - _-,.,_ - X 2" SMS AT 18' O.C. 1 EACH SURFACE CLOSER 4011 689 LCN 3 EACH HINGES 5BB1 4.5 x 4.5 NRP 630 IVE >' EXISTING DOOR © 3' 0"x - - - PAINT - PAINT - - - - PAINT EXISTING DOOR & FRAME , REV DATE DESCRIPTION 1 EACH EXIT ALARM DEVICE V40 X EH - CD-99 STRIKE AL DET 1 1/2"= 1'-0" 1 EACH SFIC CORE (BY OWNER) 626 INS I GROUP 8: BREAK AREA �. �", oarz4rzo �rrUtxElucrsr�enrrrni o3D0012-A0eo5-10 --.- 1 EACH MORTISE CYLINDER 80-116 626 SCH I QTY. DESCRIPTION FINISH MFR. 11n7rz0 QffNTCHANGES 02.22.18 1 EACH SURFACE CLOSER 41 1 1 SCUSH 689 LCN 1 EACH DOOR SWEEP 315CN AL PEM 3 EACH HINGES 5881 4.5 x 4.5 652 IVE GALVANIZED STEEL CHANNEL 1 EACH THRESHOLD 171A MSES10 AL PEM 1 EACH PASSAGE SET NDI OS SPA 626 SCH1 EACH KICK PLATE 8400 10"x 2" LDW 630 IVE NOTE: REFER TO SHEET A02.31 FOR FINISHES. SEALS BY DOOR MFR. IWAiLSLEEVE BEYOND 1 EACH MOP PLATE 8400 6"x 2" LDW 630 IVE 1 EACH WALL STOP GENERIC BRUSHED ALUM. (WALL MOUNT) 626 IVE3 EACH SILENCER SR64 REMARKS DOOR NOTES / WHIP AND TRANSFORMER SUPPLIED BY MFG. DET 1 EACH SURFACE CLOSER 4011 689GRY ILCN VE 1. ALL DOOR FRAMES TO BE TIMELY, PAINT COLOR TO MATCH ALUMATONE SC-108. OGENERAL CONTRACTOR TO PROVIDE A LATCH GUARD. 2. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT DOORJAMB GUIDE O GENERAL CONTRACTOR TO PROVIDE A FORCE-ENTRY/ HEAVY DUTY DOOR. THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT OR WITHOUT REQUIRING HTHE ABILITY TO GRASP THE OPENING HARDWARE (C.B.C. SECTION 1008.1.8). WINDOW SC BEYOND. OC INSTALL NEW PANIC HARDWARE. DOORSILL WEATHER 3. EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY STRIPPING COILING DOOR CLOSURES PROVIDE WALL MOUNTED CHAIN HOOK AND BOTTOM SLIDE LATCHES WITH LOCKS. SPECIAL KNOWLEDGE OR EFFORT OR WITHOUT REQUIRING THE ABILITY TO GRASP CD WITH S - PAR TH WEATHER BOOT THE OPENING HARDWARE . BY DOOR MANUFACTURER. WINDOW # I GLAZING FRAME REMARKS O PROVIDE STAINLESS STEEL KICK PLATES ON EACH SIDE OF NEW DOOR. Q X (� H) TYPE THK, ' EDULE. , JAMB HEAD SILL 4. ANY (N) OR (E) DOOR THAT IS PART OF THE EXIT SYSTEM IS TO BE PROVIDED WITH A (V ELASTOMERIC O NOT USED. TACTILE EXIT SIGN MOUNTED IN ACCORD WITH ACCESSIBILITY SHEETS. A 3'-0"X 7'-6" TEMP. y" ALUM. PRE-FIN. 16/A08.00 16/A08.00 SEALANT BEAD �r 1��� FINISH FLOOR- GO NOT USED. 5. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH A MINIMUM OF ONE DRAWN BY: MP SMOOTH FINISH B (PER PLAN)X 8'-0" TEMP. 1" ALUM. PRE-FIN. - - - HERCULITE DOOR SYSTEM INTERNATIONAL SYMBOL OF ACCESSIBILITY, TO BE VISIBLE TO PERSONS ALONG CHECKED BY: VK T O NOT USED. In ARCH. PROJECT NO.: APPROACHING CIRCULATION PATHS. 1- HOLD SLEEVES CONTINUOUS L90 x 2"X 2"x 3/8"WITH 6. GENERAL CONTRACTOR TO VERIFY PROPER FUNCTIONING, LATCHING, LOCKING, BKnn20004 U) OFF SLAB WELDED STUD ANCHOR AT 24"O.C. WINDOW NOTES AND SEALING (WHERE APPLICABLE) OF ALL EXISTING PERSONNEL AND ROLL-UP W (AT NEW CONCRETE ONLY) O INTERIOR FACE OF DOOR AND FRAME TO BE PAINTED AS SCHEDULED. EXTERIOR FACE OF DOORS. GENERAL CONTRACTOR IS TO SERVICE/ REPAIR ANY DOORS NOT IN ■SHEET NAME: 0 1. WINDOWS SHALL BE TIMELY ALUMATONE REFER TO MANUFACTURER'S DOOR AND FRAME TO BE PAINTED TO MATCH EXISTING. PROPER OPERATING CONDITION. DOOR WINDOW �n I��1) �, Z SPECIFICATIONS FOR ADDITIONAL INFORMATION. W I I V & r. O PROVIDE RODENT BLOCKING SWEEP ON BOTTOM EDGE OF DOOR. SCHEDULES I 2. WINDOW SYSTEM FINISH AND COLOR: CLEAR ANODIZED. I 3. MULLION WIDTH, DEPTH AND THICKNESS PER WINDOW MANUFACTURER. DETAILS 0 / / ■SHEET NUMBER: IIMIIIIIIII z -_ , - - - W 3"= V-0" SILL AT COILING DOOR - DOOR & WINDOW SCHEDULES1.1 �. --a 0222.18 U STATEMENT OF SPECIAL INSPECTION : LIGHT GAUGE METAL STRUCTURE ABBREVIATIONS KEN McCRACKEN, ARCHITECT PER CBC 2019, SECTION 1705, THE RETROFIT ANCHOR BOLT CONTAINED ON THESE PLANS WILL REQUIRE A 1. THE EXTENT OF THE STRUCTURAL LIGHT GAGE FRAMING IS SHOWN ON THE DRAWINGS AND INCLUDES AB ANCHOR BOLT MI MALLEABLE IRON Architecture •Program Management Permitting SPECIAL INSPECTION. THE SEISMIC AND WIND-FORCE-RESISTING SYSTEM USED IS AN ARCHITECTURAL PARAPET ALL COLD FORMED FRAMING 22 GA AND HEAVIER, IT INCLUDES BUT IS NOT LIMITED TO INSTALLATION BTWN BETWEEN (N) NEW CC CENTER TO CENTER PTDF PRESSURE TREATED DOUGLAS FIR 38 EXECUTIVE PARK BRACED ABOVE THE CENTER OF MASS. THE STRUCTURE WILL REQUIRE SPECIAL INSPECTIONS BE PERFORMED ON OF ROOF JOISTS, FLOOR JOISTS, WALL STUDS, AND RUNNER TRACKS COMPLETE WITH CLIPS, BRIDGING, CJ CONSTRUCTION JOINT PSL PARALLEL STRAND LUMBER SUITE 310 THE SEISMIC AND WIND-FORCE-RESISTING SYSTEM. THE OWNER IS REQUIRED TO CONTRACT WITH A QUALIFIED STIFFENERS, ETC. REQUIRED FOR A COMPLETE TRAINING PACKAGE. IRVINE, CA 92614 AND REGIONALLY APPROVED SPECIAL INSPECTION AGENCY MEETING THE REQUIREMENTS OF CBC 1704A.1. THE 2. MATERIALS: ALL MEMBERS SHALL BE COLD FORMED FROM STRUCTURAL QUALITY SHEET STEEL MEETING DT CONTROL JOINT 2900Fb, 290Fv, 2.0E CLR CLEAR NTS NOT TO SCALE Contact: Jeff Liedermon OWNER WILL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING THE SPECIAL INSPECTIONS DURING THE THE REQUIREMENTS ASTM 446, GRADE A, MINIMUM YIELD OF 33 KSI FOR 20 GA, AND LIGHTER, AND (949) 430-7051 CONSTRUCTION WORK AS REQUIRED PER THE BELOW TABLE. OWNER IS TO PROVIDE BUILDING DEPARTMENT MEETING THE REQUIRES ASTM A653, GRADE D, MINIMUM YIELD OF 57 KSI FOR 18 GA, AND MEETING CONC CONCRETE OH OPPOSITE HAND jlIederman®pmdginc.com WITH REQUIRED NOTIFICATIONS UPON COMPLETION OF SPECIAL INSPECTION WITH DOCUMENTATION FROM REQUIREMENTS ASTM A653 SS GRADE 50 CLASSI, ASTM A570 GRADE 50, OR ASTM A607-92 GRADE EE, CONTIN .... CONTINUOUS PC PIECE THE SPECIAL INSPECTION AGENCY. ENGINEER OF RECORD IS TO BE NOTIFIED IF ANY VARIATIONS TO PLANS HAVE MINIMUM YIELD OF 55 KSI FOR 16 GA, AND HEAVIER, ALL MEMBERS SHALL BE MARKED SO THAT CP COMPLETE PENETRATION PP PARTIAL PENETRATION BEEN DONE DURING THE CONSTRUCTION OF THE ABOVE NOTED FORCE-RESISTING-SYSTEM. SUPPLIED MATERIALS CAN BE FIELD VERIFIED. DF DOUGLAS FIR PW PANEL WALL 3. INSTALLATION: DL DEAD LOAD RDWD REDWOOD a. WALL STUDS: INSTALL STUDS IN CONTINUOUS TRACKS, SIZED TO MATCH STUDS TOP AND BOTTOM, (E) EXISTING SC SHEAR CONNECTOR AND SECURE THE STUDS TO THE TRACKS WITH APPROVED CONNECTIONS, INSTALL BRIDGING AS EJ EXPANSION JOINT SDSTS SELF DRILLING SLF TAPPING SCRW JEFF LIEDERMAN, ARCHITECT TABLE 1705.3 INDICATED ON THE DRAWINGS. EN EDGE NAILING SP STRUCTURAL PLY VMSEAL FB FACE OF BLOCK SPEN STRUCTURAL PLY EDGE NAILING VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED b. DO NOT SPLICE ANY FRAMING MEMBER EXCEPT AS SHOWN ON THE DRAWINGS OF WITH THE FC FACE OF CONCRETE STFNR STIFFENER STANDARD APPROVAL OF THE ARCHITECT/ENGINEER. FF FINISH FLOOR STGGRD ... STAGGERED FLR FLOOR T&B TOP & BOTTOM o ,Ess c. ALL FRAMING COMPONENTS SHOULD BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR FS FACE OF STUD T&G TONGUE & GROOVE e� °a 4. Inspection of anchors post --_ X AC1318-14, MEMBERS OR AS REQUIRED FOR AN ANGULAR FIT AGAINSTY AN ABUTTING MEMBER. FTG FOOTING TN TOE NAIL , �� 9` � installed in hardened concrete 3.1.1-2, 17.1 GA GAUGE TOF TOP OF FRAMING WESLEY members. d. TOP AND BOTTOM TRACKS TO BEAR DIRECTLY ON STUDS/POSTS, WHERE IT OCCURS. GLB GLUED LAMINATED BEAM TOS TOP OF STEEL CULLUMBER x e. USE LIGHT-GAUGE SHIMS IN BOTTOM TRACK TO ACCOUNT FOR SLAB IRREGULARITIES. HDR HEADER UNO UNLESS NOTED OTHERWISE No. 80675 4 / / f. STUDS/POSTS MUST BE FASTENED ON BOTH SIDES OF TOP AND BOTTOM TRACKS, WHERE IT HSB HIGH STRENGTH BOLT (A-325) W/ WITH Ex,, 0 cl 21 HT HEIGHT W/O WITHOUT \4s 1 s VI )� • OCCURS. JH JOIST HANGER (SIMPSON) WP WORK POINT .442....... 4. CONNECTIONS: LL LIVE LOAD WS WOOD SCREW °F cpo_ EXISTING & DEMO NOTES a. WELDS: WELDING SHALL BE IN CONFORMANCE WITH AWS D1.1 & D1.3 USING E60XX OR E7OXX LS LAG SCREW WWF WELDED WIRE FABRIC I ELECTRODES. THE ENGINEER OF RECORD MAY REQUEST A NONDESTRUCTIVE TEST TO VERIFY LSL LAMINATED STRAND LUMBER CENTERLINE PROPER WELDS. 2325 Fb, 310 Fv, 1.55E IL PLATE EXISTING CONSTRUCTION NOTES: LT WT LIGHT WEIGHT # NUMBER OF POUNDS SY CONSULTAN b. STEEL SCREWS: LVL LAMINATED VENEER LUMBER - SQUARE 1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING JOB CONDITIONS, REVIEW ALL DRAWINGS AND 2600Fb, 285Fv, 1.8E 0 ROUND OR DIAMETER VERIFY DIMENSIONS, ELEVATION, AND MEMBER SIZES PRIOR TO CONSTRUCTION OR MATERIAL I. SELF DRILLING AND SELF TAPPING, OF THE SIZE REQUIRED FOR LOADINGS, PROVIDE EXTERIOR MFR MANUFACTURER I`<I CONTINUOUS WOOD IN SECTION PURCHASE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IN WRITING OF ALL COATING FOR BREWS EXPOSED TO THE EXTERIOR. ---_,.1 WOOD BLOCKING IN SECTION DISCREPANCIES AND EXCEPTIONS BEFORE PROCEEDING WITH THE WORK. ii. USE #10 TEKS UNLESS OTHERWISE NOTED, FROM: PRIMESOURCE BUILDING PRODUCTS, HILTI SELF �1 END OF WOOD PIECE DRILLING SCREWS OR EQUALLY APPROVED. CULLUMBER ENGINEERING 2. THE REMOVAL, CUTTING, DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL BE PERFORMED WITH GREAT AND DESIGN INC CARE IN ORDER TO NOT JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING STRUCTURAL SYSTEM. iii.SCREW PLACEMENTS: MINIMUM EDGE DISTANCE END DISTANCE, AND SPACING SHALL BE THREE IF STRUCTURAL MEMBERS OR MECHANICAL, ELECTRICAL, OR ARCHITECTURAL FEATURES NOT INDICATED TIMES THE SCREW DIAMETER, SCREW SHALL BE SUFFIEICIENT LENGTH TO ENSURE PENETRATION FOR REMOVAL INTERFERE WITH THE NEW WORK, THE ENGINEER OF RECORD SHALL BE IMMEDIATELY INTO STUD BY AT LEAST TWO FULL DIAMETER THREADS. 6930 DESTINY DRIVE NOTIFIED AND PRIOR WRITTEN APPROVAL SHALL BE OBTAINED BEFORE REMOVAL OR MODIFICATION OFGENERAL CONSTRUCTION NOTES SUITE 300 MEMBERS. #10 #3 POINT 0.036 -0.175 ROCKLIN, CA 95677 #12 #3 POINT 0.036"-0.210" 19161 251-9798 3. THE CONTRACTOR SHALL PROMPTLY REPAIR DAMAGE TO EXISTING FRAMING CAUSED DURING THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK AND CONSTRUCTION cullumbereng.com CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP. CONTACT THE ENGINEER OF RECORD #12 24 #4.5 POINT 0.125" 0.375" MEETS ALL CURRENT FEDERAL, STATE, COUNTY, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC. TO VERIFY THE PROPOSED REPAIR SOLUTION, #12-24 #5 POINT 0.250"-0.500" THESE CODES ARE TO BE CONSIDERED PART OF THE SPECIFICATIONS FOR THIS BUILDING AND SHOULD C. POWDER DRIVEN SHOTS: SIZE AND SPACING AS REQUIRED TO PROPERLY ANCHOR THE FRAMING BE ADHERED TO EVEN IF THEY ARE IN VARIANCE OF THE PLAN. DEMOLITION SHORING NOTES: MEMBERS USE CHARGE AS APPROPRIATE FOR ACTUAL USE FOR HILTI, INC. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE DRAWING (DO NOT SCALE DRAWING.) 3. THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTANT CONSTRUCTION SUPERVISION AND ASSUMES 1. THE CONTRACTOR I5 SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF ALL DEMOLITION WORK D. BOLTS: THE STANDARD DIAMETER OF HOLES FOR BOLTS LESS THAN %" 0 SHALL BE LIMITED TO THE NO RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS, NOR RESPONSIBILITY FOR AND FOR PROVIDING ALL NECESSARY TEMPORARY SHORING, BRACING AND PROTECTION AS NECESSARY BOLT DIAMETER PLUS 1/32-INCH. STANDARD DIAMETER OF HOLES FOR BOLTS 1/x" 0 OR GREATER SHALL BE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE, OR PROCEDURES, OR FOR SAFETY FOR SAFETY, STABILITY AND PROTECTION OF ALL EXISTING ELEMENTS AND STRUCTURE TO REMAIN. PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES FOR A TEMPORARY SHORING AND BRACING SHALL BE ADEQUATE TO RESIST ALL APPLIED LOADS INCLUDING LIMITED TO THE BOLT DIAMETER PLUS 1/16 INCH. (PER 2004 AS NORTH AMERICAN SPECIFICATIONS SECTION DEAD LOAD, LIVE LOADS, SNOW LOADS AND CONSTRUCTION LOADS, TO PROVIDE STABILITY, AND TO E3a) BOLTS SHALL BE INSTALLED USING "TURN OF THE NUT" METHOD. SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. PROVIDE FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL ANY REQUIRED MODIFICATIONS TO THE 4. REFER TO ARCHITECTURAL SHEETS FOR FLOOR PLANS, EXTERIOR ELEVATIONS, AND WINDOW AND STRUCTURE ARE COMPLETED. DOOR SIZES AND TYPES. 00 WOOD DESIGN CRITERIA - SUSPENDED HEATER PLATFORM 0__ cn 1. ALL WOOD IN DIRECT CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR. SEISMIC CRITERIA GRAVITY LOADING C 2. BEARING AND SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES, LAPPED AT WALL AND PARTITION SDC D SPACE HEATER 90 LB 'I INTERSECTION WITH 3-16D NAILS, SITE CLASS D lJ 1 3. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS. RISK CATEGORY II WIND CRITERIA (NOT IN SCOPE) 4. PROVIDE BLOCKING AT ALL CEILING LEVELS. SEISMIC IMPORTANCE FACTOR 1.0 ULTIMATE WIND, Vult 96mph 1 I 1 co- III hrp 5. ALL STRUCTURAL WOOD SHALL CONFORM WITH THE FOLLOWING SPECIFICATION: U RESPONSE MODIFICATION FACTOR 2.5 BASIC WIND, Vasd 77mph / � c\DOUGLAS FIR - COAST REGION - WCLIB GRADING RULES NO.17 DF NO.2, U.N.O. SEISMIC FORCE RESISTING SYSTEM: WIND EXPOSURE C C3--) Q ON REDWOOD - CALIFORNIA REDWOOD ASSOCIATION GRADING RULES, LATEST EDITION. NON-STRUCTURAL COMPONENTS GLUED LAMINATED BEAMS - SHALL BE 24F-V4 OR 24F-V8 FOR CANTILEVERED BEAMS. BEAMS SHALL SOIL BEARING ALSO BE MANUFACTURED AND IDENTIFIED AS REQUIRED IN ANSI/AITC A190.1 AND ASTM D3737. SS 0.863g N/A n STANDARD SPEC. FOR STRUCTURAL GLUED LAMINATED TIMBER AITC 117 LATEST ADDITION. SUBMIT S1 0.395g ) ^ SHOP DRAWINGS PRIOR TO FABRICATION OF GLUED-LAMINATED MEMBERS. S 0.691g CODES PLYWOOD - U.S. PRODUCT STANDARDS PSI AND PS2. PLYWOOD SHALL BE APA RATED EXPOSURE 1, OR D5En ' Li_ EXTERIOR, AS REQUIRED; STRUCTURAL 1 AND C-D TO MEET PS1 AND PS2 AS REQUIRED. CDX (C-D S°1 0.525g ASCE 7 16, CBC 2019, AC1318 14, NDS 2018 I I I 0 EXPOSURE 1) OR OSB (ORIENTED STRAND BOARD) @ FLOORS ADN ROOF - U.N.O. 0 6. PRESSURE TREATED DOUGLAS FIR - AWPA (AMERICAN WOOD PRESERVERS' ASSOCIATION) U1. USE CATEGORY UC2 FOR INTERIOR USE. WATERBORN PRESERVATIVES SHALL HAVE A MINIMUM RETENTION L LEVEL OF 0.25 LB/FTA3 AND SHALL NOT CONTAIN CHROMIUM, COPPER, OR ARSENATE. NEWLY EXPOSED 0 r Q n SURFACES, RESULTING FROM FIELD MODIFICATION SUCH AS CUTTING, BORING, OR HANDLING, SHALL BE ON E 0/ FIELD TREATED IN ACCORDANCE WITH AWPA M-4. 7. HOLES FOR BOLTS IN WOOD SHALL BE BORED WITH A BIT OF THE SAME NOMINAL DIAMETER AS THE ( r� Ln Q BOLT PLUS %6"• J Q) Lr) 8. HOLES FOR LAG SCREW SHALL BE BORED TO THE SAME DIAMETER AND DEPTH AS THE SHANK AND THE REST NO LARGER THAN THE ROOT OF THE THREAD. I s- I- 9. LAG SCREWS AND WOOD SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE. SOAP MAY BE STRUCTURAL INDEX USED TO LUBRICATE THE SCREWS. REV DATE DESCRIPTION 10. ALL BOLTS AND LAG SCREWS SHALL BE PROVIDED WITH METAL WASHERS UNDER HEADS AND NUTS WHICH BEAR ON WOOD. APPLIES ALSO TO INSERTED EXPANDING FASTENERS, RED HEAD ETC. 08/24/2C INITIAL AGENCY SUBMITTAL SNO STRUCTURAL NOTES & SPECIFICATIONS 51.0 FLOOR PLAN 11/13/20 AGENCY RESUBMITTAL BOLT DIAMETER MI WASHER STEEL WASHER I SD1 STRUCTURAL DETAILS 12" DIA. 2" DIA. X15/16" 3" X 3" X''4" 5/g" DIA. 2%" DIA. X15/18" 3" X 3" X1/4" 3/41, DIA. 3" DIA. X 7/6" 3" X 3" X 5/6" 7/8" DIA. 31/2" DIA. X 7/6" 3/2" X 3%2" X%g" 1" DIA. 4" DIA. X%2" 3%" X 3%" x3/8" 11. ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED ON INSTALLATION AND RETIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. 12. BLOCK SP JOINTS WITH 2X4 FLAT BLOCKING WHERE NOTED ON ROOF OR FLOOR FRAMING PLANS AND WITH BLOCKING SAME AS STUDS AT WALLS. 13. LAY ALL STRUCTURAL PLYWOOD ON ROOF AND FLOORS WITH FACE GRAIN PERPENDICULAR TO SUPPORT UNLESS NOTED OTHERWISE. iinimmiffinlillnillINIMMINNIIIMI 14. CONNECTOR HARDWARE MODEL NUMBER ARE THOSE FOR SIMPSON SRONG-TIE COMPANY. DRAWN BY: EQUIVALENT CONNECTORS WITH ICC ACCEPTANCE MAY BE SUBSTITUTED WITH WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. ALL JOIST HANGERS SHALL BE SIMPSON U SERIES UNLESS NOTED CHECKED BY: OTHERWISE. MARCH. PROJECT 15. FASTENERS FOR PRESERVATIVE TREATED & FIRE RETARDANT TREATED WOOD SHALL DE OF HOP DIPPED NO.: , ZINC COATED GALVANIZED STEEL (PER ASTM A153, CLASS G185), STAINLESS STEEL, SILICON BRONZE OR 3 VI 20004 COPPER. THE COATING WEIGHTS FOR ZINC COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A ®SHEET 153. NAME: 16. ALL WOOD FRAMING SHALL HAVE LESS THAN 19% MOISTURE CONTENT AT TIME OF INSTALLATION. STRUCTURAL NOTES & SPECS ESHEET NUMBER: SN1 GENERAL FOUNDATION NOTES KEN McCRACKEN, ARCHITECT 1. THE CONTRACTOR TO COORDINATE STRUCTURAL PLANS WITH ARCHITECTURAL FOR BEST INSTALLATION Architecture •Program Management •Permitting INSTRUCTIONS. NOTIFY STRUCTURAL ENGINEER AND/OR ARCHITECT OF ANY PLAN DISCREPANCIES. 2. REFER TO STRUCTURAL DETAIL SHEET SD1 FOR TYPICAL AND SPECIFIC DETAIL TYPES. 38 EXECUTIVE PARK 3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MEASUREMENTS AGAINST THE ARCHITECTURAL PLAN SUITE 310 SET. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE EOR AND DESIGNER BEFORE IRVINE, CA 92614 FORMING AND/OR POURING CONCRETE. Contact: Jeff Liederman 4. WOOD STUD AND BLOCKING MEMBERS TO BE DF#2 OR BETTER. (949) 430-7051 5. LIGHT GAUGE METAL STUD FRAMING NOTES AS INDICATED IN DETAILS jliederman@pmdginccom E JEFF LIEDERMAN, ARCHITECT no I f KEY PLAN 1111SEALININIMINIMINI ',.. K"'----._k_'I t'kAL — —� o o QRa�EsstoN — n �o 4C KL ..,..���...... �� , WESLEY �� I I `' CULLUMBER G :��� w No. 80675 r-. p s i it 0 •-•T rJ /i LI 4.-•-.4, • ��aF CAL OP ------ _ [ . . . . w w , 1 ■CONSULTAN 1 I II [ Ili ■ ��—I 1--\ WALL MOUNT SPACE I SCOPE AREA ........,,7411 PARTITION WALLS HEATER (90#). REFER TO CULLUMBER ENGINEERING PER ARCH. PLANS SHEET SD1 _ AND DESIGN INC 0 3 6930 DESTINY DRIVE I L., 1).1?_ •_t- SUITE 300 . • ROCKLIN, CA 95677 [ _______ ,--- f ! I p iI —171 (9161251-9798 REFER TO ARCHITECTURAL - / I o a cullumbereng.com i ,./ AND MEP PLANS FOR TENANT IMPROVEMENT PLANS Li 11111111M111 I WALL MOUNT SPACE (E) EXTERIOR CONC. HEATER (90#). REFER TO WALL SHEET SD1 n I, II \ II II II 00 I I 0_ Lip Zr T (f) ill I 1 1 C5) QC\ CL 0--) 1 )- c) o I 1 . . � T iii o� 0 0 r, ri I i Mrr r 1 CpLn Q a-, , 0I____ .,___ ,-) ,., 1 I MI I REV DATE DESCRIPTION 08/24/2C INITIAL AGENCY SUBMITTAL 11/13/20 AGENCY RESUBMtFTAL „ } I ��11 I II FLOOR PLAN - SCALE: 1/8" = 1'-0" DRAWN BY: CHECKED BY: •ARCH. PROJECT NO.: 3 KIv 20004 ▪SHEET IIIIIII NAME: FLOOR PLAN 4SHEET - .. . NUMBER: 51 . 0 KEN McCRACKEN, j /// j /� Architecture •Program ARCHITEC�Management •Permitting 1 2 38 EXECUTIVE PARK 6" CEILING OR ROOF 6" _ / SUITE 310 M N. / FRAMING LINE M.N. - % IRVINE, CA 92614 1 Contact: Jeff Liederman SPACE HEATER BRACKET (949) 430-7051 SUPPORT PER MANUF. / jliedermanC�pmdginc.com REQUIREMENT WALL MOUNTED BRACKET MOUNTING KIT - / BRACKET ATTACHMENT -,L -/ \ / / PER DETAILS BELOW BY MANUF. JEFF LIEDERMAN, ARCHITECT /4 SEAL EXISTING (E) WALL II SPACE HEATER BY / 7Ro f E S 5 1 D OTHERS / o c'' Nq� / / WESLEY - / �� CULLUMBER x MIN. / MIN. No. 80675I im m Ex.. 031-21 SIDE VIEW FRONT VIEW 1,r VI �i.� • :::_ SPACE HEATER CLEARANCE 1 OF (2) METAL STUD BRACE 111CONSULTAN1111 362S162-43 TO (E) WALL TOP /' TRACK W/ (3) #10 TEKS 45' MAX. ,',' • < / --- PROVIDE DIAG. BRACE IF li (E) PARTITION IS NOT SECURED AT TOP CULLUMBER ENGINEERING NEW BLK'G AND DESIGN INC INSTALL NEW BRACKET --- BACK PLATE TO SOLID (E) METAL STUD (E) METAL STUD 6930 DESTINY DRIVE BLK'G SURFACE. REMOVE WALL / WALL SUITE 300 r, / GYPSUM BOARD AS � ROCKLIN, CA 95677 NEEDED 1y2.. 0 (2) 1/21'0 THRU BOLTS - ,,. (916)251-9798 MIN. cuuumbereng.com MINIMUM THRU-BOLT - SPACING '== ', (AA) PROVIDE SOLID PLY BLK'G 6" - AS NEEDED (3) #12 WOOD OR \ SD1) TEK SCREWS TO IM BLK'G ENDS 1 NEW 4X12 DF#2 HEATER SUPPORT BRACKET 1/2 BLK'G BTWN (E) HEATER SUPPORT BY MANUF. MIN. WALL STUDS BRACKET SIMPSON A34ATT&B W/TEK SCREWS TO SECTION AA y___ METAL STUD rlY ATTACHMENT TO METAL STUD WALL 2 Q 00 r-, (2) METAL STUD BRACE Li) 362S162-43 TO (E) WALL TOP 0--) TRACK W/ (3) #10 TEKS Cil N / 45° MAX. `\ • ,',' r n \• </�/ PROVIDE DIAG. BRACE IF LJ 1 [ -='� (E) PARTITION IS NOT 111 SECURED AT TOP NEW BLK'G I I I U (\ INSTALL NEW BRACKET (E) WOOD STUD BACK PLATE TO SOLID —1"--1 _ (E) WOOD STUD WALL L1 J ---J BLK'G SURFACE. REMOVE a WALLEn GYPSUM BOARD AS A �� ) NEEDED 11/211 (2)/2"0 THRU BOLTS rY1 MINIMUM THRU-BOLT MIN' 0..., I I I I W (2) 16D TO BLKIG CD 0 SPACING 6 • = 3AA ENDS AT TOP, MID, I 1 /7'P SDI.) AND BOTTOM f n/ NEW 4X12 DF#2 HEATER SUPPORT CY ^ Q n HEATER SUPPORT BRACKET 11 ] /211 I BLK'G BTWN (E) BRACKET BY MANUF. MIN. WALL STUDS L� 0 Q - SIMPSON A34 AT T&B Q REV DATE DESCRIPTION ATTACHMENT TO WOOD STUD WALL 3 oa/24/2 INIPAL AGENCY SUBMITTAL 11/13/20 AGENCY RESUBMITTAL (E) METAL DECK - r/ ;r -Jv._- (E) STEEL TRUSS �` NEW METAL STUD BRACE. COPE AND BEND END TO TRUSS TOP 116„ (E) CONC. WALLL CHORD W/ (2) #12 TEKS MINIMUM THRU-BOLT MIN. r.:.--- SPACING ..--.1 r (2) 1 "O CARBON STEEL _ 6" HILTI KWIK BOLT 3 WI A r`= 31/" EMBEDMENT T ROOF STEEL FRAME 1Y DRAWN BY: HEATER SUPPORT BRACKETCHECKED 8Y: MIN. (E) ROOF SHT'G BY MANUF. •ARCH. PROJECT ,! No.: 3KM20004 __,1,_i_ (E) WOOD RAFTER OR NEW METAL STUD BRACE. ®NAMET MiniiiiiiMiiii TRUSS TOP CHORD COPE AND BEND END TO TRUSS TOP CHORD W/ (2) ST R U CT U RAL #12 TEKS OR WOOD SCREWS DETAILS AT ROOF WOOD FRAME ■SHEET NUMBER: ATTACHMENT TO CONCRETE WALL 4 BRACE TO ROOF STRUCTURE 5 S D 1