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Plans (21) BU P2020 -00208 2o12 OFFICE COPY KEN McCRACKEN, ARCHITECT Archreectur•Program Management• ns RECEIVED 3a EXECUTIVE PARK III OIP (lilillll 111111 ItIINI ill 0.111111. 1111111 Ill ' !" IIIlllil IIn '+ (� IIIIIdirlll�R` I� Ilp `��IIII 101 ' li310I lllI 1 VIIIIIIIIIII VII , VIII ��plll }ur " IRVINE, CA 92614 nu + �I 11�� II � � i q � � I II IN 1II� �91111111111ll� An �Ibh, �I Ili, IIpltill IIII11 111111) 111161li II 1111111 Ilbluf III Iljhii 1111 ,I r �VIIE . � II, CITY OF TIGARD Contact Jeff Liederman BUILDING DIVISION 19491430-7051 jliedermantapmdginc.com NH I 1111 11011:111011111 11111111 ,�i�ll�l�� 11111111 1111 1111 11111 QV1 Milli I11li IIID'l I!I 111 1111 )111111 Illi '41111111111 II��i P 11O :: 11 1111111 i nn "III I II { I �,I 1 I 1 III II I lull III, �I�I b. �11111I o,,, 11) _En tDWI �1 iJfll m I111Ir 11111 I11j1111'I !' IIIdmIIIIi,I 11111 '1111111 Ilumi11II 'SII 111111 I{IIIII11111j,,, Illmaul hrl�I I I nn llll�ull V y+ I�I, Ill IIh Mumu Ip {! IIlI�I Illulml IIID III 4nn0 D �11011111 I I Illlcmro JEFF LJEDERMAN,ARCHITECT 111 .i Ill r1 ,,,,��``� 1111 huII II NII 14 ;11i:1�l Al) y 11hr. 1 1011 peau i LIN! Illliiia,ilIN' llm,i it SEAL: d11 Ihlll tii!(IfJ' NII lel T i Iipum1I111111 ,I I� 11111 Ill ' l� IIInu IINUIII !'' mlllll4III igfl ,( /}II II IlIIII111110II1I ILII . '° 1 �li 4 AL I1 < \ D r If 11111111AI11 �rrr��•�` IL LL�y � ru1111 I �. dlr �IVI I{IIIIUIl1u1 Idhlllul ql 'I INI. KENNETH J. C) M . RACKE -4 • " AM S, WA License#5599 s�9i �3 g rI ' OF "_ i! X10 Il ; _..`,, 1 - • ' IINIHiIlIiIH1 111 11' to% hili l I 1111 111111}1 1111 p '',11N{� �1>t4\ 11111 �III;IIEII 1111111 I1'`ti r - `.', ._. I 111 1 11 M 11�I h 11' ``•* ._ I__ .,1 t, Il I�I '111110- I Illi1111 1I II 1 I�� 111 I�I f r` 7 Tiu + I!•� { II Ai �Y I �j L I llillnl� All ' 1 '1111 1 I I ��r 111111 d�V � II, Ilnn hill 1H e[1 0 mum , Ido 1111 ihufl lllllli/II 0 8/2` /2 0 2 0 ). i L Ill! ILL 1111., I I __ amu 1111m„,go, 'ii11111111 huu! 1111111 (� KJM/2655 0 • 0 l, -,-Th- ,, __-,,. �� ' '�. '-.1,/----- 1 � 1 =.2 I,C1 j 1- i � 1,1r�. I �,.y7.� Ilk ri.-"\--�' �°� -`�1 y r.-.,\ r� +, '� ri7 �. '.\„`� P+, l) \ it /".;'• EP (' i G, I, �' �. - - CONSULTANT. 1,11 I 0 DIAMETER RE: REFERENCE PROPERTY INFORMATION: PROPERTY OWNEf�. :, x. I!ION � AT -G- REFR. REFRIGERATED 1. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OF PLANS FOR -- '" SHEET SHEET NAME � ATNTER LINE GA GAUGE REFR. REINFORCED 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 A A0 A A # POUND or NUMBER GALV. GALVANIZED REGD. REQUIRED 2. GG (GENERAL COMMERICAL) 1701 QUAIL STREET, SUITE 100 1701 QUAL STREET, SUITE 100 2410 W. ROYAL PALM RD., SUITE A 2. THE INTENT OF THESE DOCUMENTS IS TO INCLUDE ALL LABORS, MATERIALS AND NEWPORT BEACH, CA 92660 -A- G.C. GENERAL RM. ROOM EQUIPMENT,AND TRANSPORTATION NECESSARY FOR COMPLETE AND PROPER LAND USE: OFFICE CONTACT: C E. KAISER NEWPORT BEACH, CA. 92660 PHOENIX, AZ 85021 ARCHITECTURAL A.B. ANCHOR BOLT CONTRACTOR R.O. ROUGH OPENING EXECUTION OF THE WORK. EMAIL: cekalser®bkmm mt.com CONTACT: C.E. KAISER CONTACT: HECTOR MACIAS A00.00 COVER SHEET A/C AIR CONDITIONING G.I. GALVANIZED IRON R.O.W. RIGHT OF WAY 9 PHONE: 949.301.9241 PHONE: (602) 287-0300 x707 A.C. ASPHALTIC CONCRETE GND. GROUND RCP REFLECTED CEILING Ph: (949) 301-9241 EMAIL: cekaiser@bkmmgmt.com EMAIL: I maaas®aseiengineenng.com A00.05 GENERAL NOTES 3. AN GENERAL CONTRACTOR AND HIS SUB-CONTRACTORS SHALL THOROUGHLY A.C.T. ACOUSTICAL CEILING GR. GRADE PLAN FAMILIARIZE THEMSELVES WITH THESE CONTRACT DOCUMENTS AND SHALL VERIFY THE - A00.1 Oa EGRESS PLAN & EXIT CALCULATIONS TILE GYP. BD. GYPSUM BOARD -S- EXISTING SITE AND CONDITIONS PRIOR TO SUBMITTING A BID.ALL SUB-CONTRACTORS `. A00.I Ob EGRESS PLAN & EXIT CALCULATIONS A.F.F. ABOVE FINISH FLOOR -H- S.C. SOLID CORE SHALU PROVIDE ALL LABOR, SUPERVISION,AND MATERIALS OF EVERY TYPE WHICH MAY BE (Q, ,��\ -,� 2 7, -�, • :- 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 IN A .?i -- - I V ,._ J i` . 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 8502 1 IRVINE, CA 92614 A00.13 ACCESSIBILITY DETALS AS.T.M. AMERICAN SOCIETY HDR. HEADER SHE. SHEET OF DRAWINGS AND SPECIFICATIONS. THEPROJECT WILL BEA VANILLA SHELL OF A PORTION OF AN EXISTING 46,550 S.F. BUILDING. THE CONTACT:JONATHAN NOU_OLA FOR HEW. HARDWARE SIM. SIMILAR CONTACT: VANDANA KELKAR PHONE: 602.287.0300 x718 TESTING &MATERIALS HR. HOUR SPEC, SPECIFICATION AREA OF REMODEL WILL BE 29,543 S.F.THE EXISTING BUILDING EXTERIOR WILL.REMAIN INTACT PHONE: 714.659.6739 EMAIL: 110 0- rneenn com 4. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT HAVE CONTROL OF WITH NO ADDED SQUARE FOOTAGE. THE REMODELED INTERIOR SPACE WILL BE SUBDMDED INTO EMAIL: vkelkarOpmdginc.com J 9 9 A01.10 SITE PLAN {FOR REFERENCE ONLY} -B- HT. HEIGHT SQ. SQUARE AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,TECHNIQUES, (4) NEW SPACES FOR FUTURE TENANTIS), THERE IS NO SITE WORK PROPOSED. A02.00 PARTIAL DEMOLITION FLOOR PLAN BLDG. BUILDING H.M. HOLLOW METAL S.S. STAINLESS STEEL SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION A02.01 PARTIAL DEMOLITION FLOOR PLAN BOT. BOTTOM HOR. HORIZONTAL ST. STEEL WITH THE WORK ON THIS PROJECT OR FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SCOPE OF WORK OUTLINE, INCLUDES BUT NOT LIMITED TO : F" B.O. BOTTOM OF HTG. HEATING STD. STANDARD A02.10 PARTIAL FLOOR PLAN B.OA BACK OF HOUSE HVAC HEATING VENTILATION STOR. STORAGE SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS ?: SITE, NOR FOR THE FAELURE OF ANY OF THEM TO CARRY OUT THE WORK IN DEMOLITION INTERIOR WORK A02.11 PARTIAL FLOOR PLAN W -C- &AIR CONDITIONING STRUCT. STRUCTURAL ACCORDANCE WITH THE INTENT OF THE CONTRACT AND CONSTRUCTION DOCUMENTS. • DEMOLISH IE) OFFICE WALLS AND DOORS FOR NEW OFFICE LAYOUT AS REQUIRED A02.20 PAKTLAL REFLECTED CEILING PLAN X C.B. CATCH BASIN H.W. HOT WATER S.O.V. SHUT OFF VALVE • REMOVE (E) FLOOR FINISHES A02.21 PARTIAL REFLEL_i ED CEILING PLAN W >- CJ. CONTROL JOINT -I- SUSP. SUSPENDED 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WORK WITH ALL • REMOVE {E) CEILING TILES AND GRID AS REQUIRED Z A02.21 CEILING DETAILS CLG. CEILING I.E. INVERT ELEVATION -T- REMOVE {E} LIGHTING TRADES IN ORDER TO AVOID INTERFERENCE AND OMISSIONS. QQ CLR. CLEAR INSUL. INSULATION T. TREAD •6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING REMOVE {E} HVAC DUCTWORK A02.30 FINISH PLAN-SUITE 100 Z a C.M.U. CONCRETE MASONRY INT. INTERIOR TEL. TELEPHONE • SAWCUT)N) ROUGH OPENINGS AT(E) EXTERIOR CONCRETE WALL FOR (NJ DOOR(S) A02.31 FINISH PLAN-SUITE 101 c- UNIT -L- TEMP. TEMPERATURE A02.32 FINISH PLAN-SUITE 102 CCI i O C/O CLEANOUT LAM. T&G TONGUE &GROOVE LAMINATEDOF ANY CONFLICTS, ERRORS,AMBIGUITIES, OR DISCREPANCIES THAT THE CONTRACTOR BLDG INTERIOR WORK COL COLUMN LAM. LAVATORY T.Q. TOP OF HAS DISCOVERED IN THE CONTRACT DOCUMENTS OR SITE CONDITIONS. THE ARCHITECT • NEW INTERIOR DEMISING WALLS) A02.33 FINISH PLAN-SUITE 103 WILL ISSUE A WRITTEN RESPONSE. • NEW INTERIOR NON-BEARING PARTITION WALLS FOR OFFICES A02.34 FINISH SCHEDULE COMM. COMMUNICATION LBS. POUNDS EYP. TYPICAL • NEW FINISHES CONC. CONCRETE L.L LANDLORD _U- 7. GENERAL CONTRACTOR SHALL AMEND AND MAKE GOOD AT HIS OWN COST ANY • NEW CEILING A03.00 ENLARGED RESTROOM PLANS& DL7AILS CONT. CONTINUOUS -M- U..N. UNLESS OTHERWISE DEFECTS OR OTHER FAULTS IN HIS SUBCONTRACTOR WORKMANSHIP AND/OR SUPPLIED • NEW LIGHTING CONTR. CONTRACTOR MAX. MAXIMUM NOTED MATERIALS • NEW HVAC DUCTWORK C.W. COLD WATER MDF. MEDIUM DENSITY U.L. UNDERWRITERS • NEW ELECTRICAL PANELS A05.00 INTERIOR ELEVATIONS FIBERBOARD LABORATORY 8. EACH BIDDER REPRESENTS THAT HE HAS VISITED THE SITE, PERFORMED INVESTIGATIONS U ` '. L ' 1 , •' Ir ' '„, ' A05.01 INTERIOR ELEVATIONS DEPT. DEPARTMENT MECH. MECHANICAL -V- AND VERIFICATIONS AS HE DEEMS NECESSARY AND FAMILIARIZE HIMSELF WITH THE L'� �,.. /I,+: - ` ��I i. „,,�� L�,,,,,,, h SIV I dl� Illh 1�e�II IIl��' ` VIII„VIII DTL DETAIL MEL METAL VERT. VERTICAL LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND WILL BE D.F. DRINKING FOUNTAIN MFR. MANUFACTURER V.C.T. VINYL COMPOSITE TILE A07.00 WALL/PARTITION DETAILS RESPONSIBLE FOR ANY AND ALL ERRORS IN HIS PROPOSAL RESULTING FROM HIS FAILURE BUILDING DEPARTMENT; FIRE DEPARTMENT: DIA. DIAMETER M.H. MAN HOLE V.T,R, VENT THROUGH TO DO SO. DIM. DIMENSION MIN. MINIMUM ROOF �� CITY OF TIGARD TUAI.ATIN VALLEY FIRE &RESCUE A08.00 DOOR &WINDOW SCHEDULES 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 / = r i 1111 p� iC�q,II, ,�'�a' D.S. DOWN SPOUT MTD. MOUNTED -W 6�r,11 L i TIGARD, OR 97223 TIGARD, OR 97223 DOCUMENTS. SUBSTITUTIONS OF ANY MATERIAL, PRODUCT, ETC. IS NOT ACCEPTABLE - >- ��, �� I!� �4 ��'I •+Iq�� DWG. DRAWING M.O. MASONRY OPENING W/ WITH WITHOUT WRI I I EN APPROVAL FROM THE ARCHITECT AND COULD BE SUBJECT TO BID PHONE: (503) 718-2439 PHONE: (503) 649-8577 MECHANICALCL -E- MUL. MUWON W.C. WATER CLOSET DISQUALIFICATION. (E) EXISTING -N- WD. WOOD BUILDING CODES MO.I MECHANICAL SPECS, SYMBOLS&SHEET INDEX EA. EACH (N) NEW W.H. WATER HEATER M I.1 MECHANICAL PLAN-TENANT 1 EFS EXTERIOR INSULATION N.I.C. NOT IN CONTRACT W/O WITHOUT 2014 OREGON STRUCTURAL SPECIALTY CODE M1.2 MECHANICAL PLAN-TENANT 2 &3 .. LU FINISH SYSTEM NO. NUMBER W.W.F. WELDED WIRE FABRIC 2018 INTERNATIONAL BUILDING CODE (IBC) elA 0 N N.R. NON RATED 2017 NATIONAL ELECTRICAL CODE (NEC) M1.3 MECHANICAL PLAN-TENANT 4 EIEC. ELECTRICAL M2.1 MECHANICAL SCHEDULES, CALCS & DETAILS ia . ON ENCL. ENCLOSURE N.T.S. NOT TO SCALE 2018 UNIFORM MECHANICAL CODE (UMC} EEXPANSION JOINT O 2018 UNIFORM PLUMBING CODE (UPC) ! 1 EQ. EQUAL O.C. ON CENTER 2019 OREGON FIRE CODE (OFC) PLUMBING EQUIP. EQUIPMENT O.D. OUTSIDE DIMENSION EXIST. EXISTING OPP. OPPOSITE P0.1 PLUMBING SPECS, SYMBOLS&SHEET INDEX 0 ›- - EXT. EXTERIOR P1.1 PLUMBING PLAN-TENANT I 4 0 -F- P.L PROPERTY UNE P1.2 PLUMBING PLAN-TENANT 2 &3 0 V F.D. FLOOR DRAIN PLBG. PLUMBING SITE SUMMARY P1.3 PLUMBING PLAN-TENANT 4 - O LLI F.F. FINISH FLOOR PLWD. PLYWOOD P2.1 PLUMBING SCHEDULES, CALCS, DETAILS &SCHEMATICS _ _ in 4-- 0 FINISH P.O.C. POINT OF CURVATURE SITE ADDRESS 11950 SW GARDEN PLACE VALIDITY OF PERMIT • TIGARD, CA 97223 THE ISSUANCE OF A PERMIT ��_ O ON ( L . FLUOR. FLUORESCENT P.S.I. POUNDS PER SQUARE F.Q. FACE OF INCH APN: R1276327 BASED ON CONSTRUCTION F.R.F. FIBERGLASS P.T. PRESSURE TREATED 0 REINFORCED PANEL -R- SITE AREA 140,699 SF (3.23 ACRES) DO HENTOTHER E E0.1 GENERAL NOTES/LEGENDS/SHEET INDEX DATA F.S. FLOOR SINK R. RISER NOT P E0.2 SPECIFICATIONS FT. FOOT/FEET (R) RELOCATED BUILDING SUMMARY THE CODE OFFICIAL FROM E0.3 SPECIFICATIONS REV DATE DESCRIPTION FTG. FOOTING RAD. RADIUS REQUIRING THE CORRECTION FURR. FURRING R.D. ROOF DRAIN E l.1 LIGHTING PLAN-TENANT 1 o&'.v 0 nm icxSue�rrrn. JURISDICTION: CITY OF TIGARD OF E:RFIORS. OSSC 105.4 OCCUPANCY: B E1.2 LIGHTING PLAN-TENANT 2 &3 USE: OFFICE } El.3 LIGHTING PLAN-TENANT 4 nJ I ', •• = ..s"-,-.,I-- lL 1p, [ CONSTRUCTION (EXISTING) I ) J J _I 1'1 J E2.1 POWER PLAN-TENANT I I=FIRSPRINKLERS YES (EXISTING) E2.2 POWER PLAN-TENANT 2 &3 E2.3 POWER PLAN-TENANT 4 - in PLAN DETAIL REFERENCE - - DOOR NUMBER © ALLOWABLE NUMBER OF STORIES: 2 PER TABLE 504.4 `s E3.1 ONE UNE DIAGRAM/ENGINEERING CALCULATIONS IIIIIII C) SHEET NUMBER - ALLOWABLEBUILDING HEIGHT: 40'-0" PER TABLE 504.3 Ons reQ aCV E3.2 PANEL SCHEDULES C7 THIS SIGNIFIES DETAIL WINDOW TYPE OX ALLOWABLE AREA 36,000 S.F. PER TABLE 506.2 - N IS ON SAME SHEET _ E4.1 IECC COM CHECK REPORT (E) NUMBER OF STORIES: I 'd` WALL TYPE O (E) BUILDING HEIGHT: 20'-0•' (NO HEIGHT CHANGE) N ELEVATION REFERENCE _ (E) BUILDING AREA 46,550 S.F. (NO NEW BUILDING AREA) Approved plans - SHEET NUMBER 411 KEYNOTE © i shall be on job site. II CO - PARKING ANALYSIS: NOT IN SCOPE OF WORK SU&ELE1/ATION LETTER A EQUIPMENT CALLOUT x EXIT ANALYSIS: REFER TO EGRESS PLAN ON SHEET A00.10 m VILLA J RIDGE - O F,a�r�a„ar ELEVATION REFERENCE - PR�.JECT SfTE Q SHEET NUMBER D B REVISION NUMBER Sky HighSpprtsQ OFFICE COPY DRAWN BY: MP C ^ ... ROOM NAME ROOM LABEL CHECKED BY: VK 2 PLAN DETAIL REFERENCE (X 1 ROOM NUMBER 101 # 1, CITY OF TIGARD, CO X I � 11450SouEhwesl REVI FOR CODE COMPLIANCE ARCH. PROJECT NO.: SHEET NUMBER ry Garden Glace Approved: i. FIRE ALARM {AS REQUIRED) V A A ®®0[ (n COLUMN GRID UNE NUMBER I ISI V SECTION REFERENCE Woodard 0°i4an5nQbi1"' ��C' , r��> SHEET NUMBER Permit : aAaQA0- n0 a o $ SHEET NAME: 0 FINISH CALLOUT XX l { ,' �� 0 c Address: j f G]3o &ejden p1 Z LLI DETAIL SECTION REFERENCE -- A '''', �:tc #:=if Date: /0 f(- 0-Q COVER SHEET SHEET NUMBER CEILING HEIGHT I X'-X" Pot7anaoregunTerrpk, lu ! Q - CEILING FINISH CALLOUT l XX Fenno J ELEVATION HEIGHT 0'-0"A.F.F. _ Creek Park i ,,,) SHEET NUMBER: ELEVATION LOCATION CD- Mdrt Q LAYOUT STARTPOINT . (r) Gonale NORTH -- Z �� rEJ - M ',, -` `..I -�-fes;f�� irk _ ! -r-�; h C� �\�'; f �' s+ , �;j 1�,� KEN McCRACKEN ARCHITECT Architecture •Program Management•Permitting I, ALL WORK AND MATERIALS SHALL BE IN COMPLIANCE WITH APPLICABLE FEDERAL STATE 1. NOTICE TO THE APPLICANT/OWNER/OWNER'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 ADAAND 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 Al 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 PLANS AND SPECIFICATIONS AFFECTING NON-RESIDENTIAL ENERGY. MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS CONTAINED IN ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIRED AND AREContact Jeff liederman THE STATEMENT OF SPECIAL INSPECTIONS AND,AS REQUIRED BY THE OREGON 19491 430-7051 INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION MATERIAL AND 29. ALL CONSTRUCTION RELATED PARKING MUST BE ACCOMMODATED ON-SITE. NO CONSTRUCTION CODE. jliedermari pmdginc.com WORKMANSHIP THROUGHOUT. CONSTRUCTION RELATED PARKING IS PERMITTED OF-SITE. 2. NOTICE TO THE CONTRACTOR/BUILDER/ INSTALLER/SUB-CONTRACTOR/OWNER-BUILDER: 3. THE CONSTRUCTION DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION 30. REFER TO STRUCTURAL SHEETS FOR UST 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. 31. 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 UEDERMAN,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 ALL IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. OD /�CORRECTIONS AND REPAIRS REQUIRED DUE TO HIS/HER FAILURE TO DO SO. 33. ALL CONSTRUCTION VEHICLES SHALL BE EQUIPPED\MTH THE MOST MODERN NOISE A'E Cyd MUFFLERS AVAILABLE AND ALL ENGINES SHALL BE KEPT PROPERLY TUNED. 4. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE CITY OF � 7 5. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY TIGARD, DEVELOPMENT SERVICES, FOR TESTING MATERIALS, SYSTEMS, COMPONENTS,AND KENNETH J. �6-, EXISTENCE AND LOCATION OF ALL EXISTING ABOVE AND BELOW GRADE, UTILITIES, 34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING EQUIPMENTS. M . RACKE 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 ASSEMBUES ON THE PREMISES OF THE FABRICATOR'S SHOP. n License#5599 NOT TO CREATE UNFAVORABLE CONDITIONS THROUGHOUT THE DURATION OF 6. CONDTHE O ONS AND COMPLNTRACTOR SHALL ASSUME WITH SAFETY REGULATIONSEAND RESTRICUTY TIONS FOR REQUIRED TIRED CONTRACTORSITE ON AND MEET THE REQUIREMENTS SHALL BE RESPONSIBLE FOR OBTAIONLOCALiODDEp AND ORDINANCES. THE 6. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO,AND NOTA ' I/"- /4' OF D�� 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 08/26 /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 t 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 LIFE SAFETY OR BUILDING SYSTEMS SHALL BE APPROVED AND WORK,ALL OF WHICH SHALL BE THE SOLE RESPONSIBIUTY OF THE CONTRACTOR. COORDINATED IN ADVANCE WITH THE OWNER AND THE LOCAL BUILDING DEPARTMENT 8. THE DESIGN ADEQUACY,AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY 39. SIGNS, EXCEPT AS INDICATED ON ADA TOILET ROOM SIGNS,ARE PROVIDED BY THE SUPPORTS, ETC. DURING DEMOUTION AND/OR CONSTRUCTION IS THE SOLE OWNER'S SIGN CONTRACTOR. THE OWNER'S SIGN VENDOR WILL PROVIDE MONUMENT RESPONSIBILITY OF THE CONTRACTOR,AND HAS NOT BEEN CONSIDERED BY THE SIGN BASE (CONCRETE, STONE, BRICK ETC.) IF PROJECT REQUIRES DECORATIVE BASE REFER STRUCTURAL ENGINEER OR THE ARCHITECT. TO DRAWINGS. THE GENERAL CONTRACTOR SHALL PROVIDE ROUGH-IN &FINAL CONNECTION. 9. ALL WORK NOTED"N.I.C."OR"NOT IN CONTRACT IS TO BE ACCOMPUSHED BYA CONTRACTOR OTHER THAN THE CONTRACTOR AND IS NOT TO BE PART OF THE 40. UPON COMPLETION OF PROJECT, THE CONTRACTOR SHALL OBTAIN ALL FINAL INSPECTIONS CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR SHALL COORDINATE WITH AS REQUIRED BY THE LOCAL JURISDICTIONS AND FURNISH TO THE OWNER EVIDENCE OF "OTHER" CONTRACTORS PER REQUIREMENTS ESTABUSHED 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 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. W }. ("AS-BUILT DRAWINGS")AND SHALL PROVIDE SAID DOCUMENTATION TO THE ARCHITECT& 0 z THE OWNER UPON COMPLETION OF CONSTRUCTION-NO EXCEPTION ALLOWED. 43. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE SITE.THE 4 Q CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVES) OF THE LOCATION OF 11111 X Z a 12. DURING CONSTRUCTION SITE VISITS THE CONTRACTOR IS RESPONSIBLE FOR KEEPING DISPOSAL SITES. MEETING MINUTES AND SHALL PROVIDE COPIES OF RFI LOGS, UPDATED CONSTRUCTION CO Z u 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 UMITED 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 e_� LU 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 U NECESSARY FOR THE COMPLETION OF ALL WORK SHOWN, DESCRIBED, OR REASONABLY REQUIREMENTS. IMPLIED, BUT NOT UMITED 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 AIR WITH THE MANUFACTURER'S SPECIFICATIONS, UNLESS NOTED OTHERWISE. DISTRIBUTION SYSTEMS. Z r 17. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALLS FOR SUPPORT OF 49. THE BUILDINGS UNDERGOING CONSTRUCTION,ALTERATION OR DEMOUTION SHALL BE LI NJ ALL EQUIPMENT, SHELVING,ACCESSORIES, SIGNAGE,AND OTHER DEVICES REQUIRED. DONE SO IN ACCORDANCE WITH THE STATE &LOCAL CODES. 18. ALL PENETRATIONS SHALL RECEIVE CAULKING TO SEAL ANY TYPE OF ENERGY LOSS. C 19. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF ti FIXTURES AND EQUIPMENT SUPPLIED AND/OR INSTALLED BY OTHERS. 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 L CONTRACTOR'S EXPENSE. 21. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR THAT WILL CAUSE A DELAY - C U IN THE CONSTRUCTION COMPLETION SCHEDULE. THE CONTRACTOR SHALL SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR ORDERS OF MATERIALS AND EQUIPMENT , HAVING LONG LEAD TIMES. MIME- 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 _ asn4n0 11111LN3ENCYwBFATTti 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 O SUBMIT ONE (1) SET OF SHOP DRAWINGS. SHOP DRAWINGS SHOULD INCLUDE DETAILED, - N FABRICATION AND ERECTION DRAWINGS, SETTING DRAWINGS, DIAGRAMMATIC DRAWINGS, -- CN O AND MATERIAL SCHEDULES. LOCATION AND ORIENTATION OF ALL ITEMS SHOULD BE CLEARLY INDICATED. BEGIN FABRICATION OF SHOP ITEMS AFTER RECEMNG THE CV ARCHITECTS OR THE DESIGNER'S APPROVAL OF SHOP DRAWINGS. CO 24. THE ARCHITECTS REVIEW OF SHOP DRAWINGS SHALL NOT REUEVE 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 RESPONSIBIUTY FOR ERRORS OF ANY SORT IN THE SHOP H DRAWINGS. F- DRAWN BY: MP - 25. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AL1 REQUIRED CHECKED BY: VK c BUILDING PERMITS PRIOR TO STARTING CONSTRUCTION. CO ARCH. PROJECT NO.: D 26. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT,THE APPLICANT SHALL HAVE EVIDENCE OF BKM Z ®�� CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE ON FILE WITH THE STATE LABOR DEPARTMENT IN COMPLIANCE WITH CURRENT LABOR CODES. ›- •SHEET NAME: 27. PROVIDE CONTINUOUS INSPECTIONS AS SET FORTH IN STATE AND LOCAL CODES AND PER C CONTRACT DOCUMENTS AS NEEDED. GENERAL w NOTES Q sg SHEET NUMBER: Q I- Z SUITE#100-EXIT WIDTH AND NUMBER CALCULATIONS I KEN McCRACKEN, ROOM GROSS AREA OCCUPANT OCCUPANCY ARCHITECT (S.F.) LOAD FACTOR LOAD rhe.program Management•Perrnftiing FUTURE LEASABLE AREA 7296 300 25 -. --- - - . OPEN OFFICE SPACE 2041 100 21 38 EXECUTIVE E PARK SUITE 310 I OFFICES 713 100 12 IRVINE, CA 92614 CONFERENCE ROOM 174 15 12 Contact Jeff Liedemian (949)4347051 it u ° ww� ° --° TOTAL AREA 10,224 70 jliedermanepmdglnc.com 41121• r - = ♦ GROSS SQUARE FOOTAGE OF SPACE AS DEFINED BY THE INTERIOR FACES OF THE I I BUILDING WALLS AND DEMSING WALLS. INCLUDES ALL OCCUPABLE AREAS, 1 / INCLUDING AREAS OF CIRCULATION. / I NUMBER OF EXiTS / / / / CONFERENCE / / ] I OCCUPANCY EXITS TOTAL //// W 1 J I s OCC.LOAD 12 NUMBER OFIXITsREQUIRED LOAD REQUIRED PROVIDED JEFFUEDERMAN,ARCHITECT GROSS AREA(S.F.) 174 / / > M I I 15 S.F.!OCCUPANT E }:;, _ PER IBC TABLE 1006.3.1: g 1- I T-1 OCCUPANCY LOAD 1-500=2 II Ino 1 I OCCUPANCY LOAD 501-1,000=3 70 2 2 °' D AR C/5/_L _ _ OCCUPANCY LOAD MORE THAN 1,000=4 \�\� �� OFFICE I C.LOAD 2 Z I I I � KENNETH J. �� I GROSS > — a M RACKE •/111.11" I � �1 -' I I SUITE#101 -EXIT WIDTH AND NUMBER CALCULATIONS 1 � 1100 S.F./OCCU=• I I �w. w• w. I ! RooM GROSS AREA OCCUPANT OCCUPANCY AM S, WA Q I I I 1 (S.F.) LOAD FACTOR LOAD License 5599 I 5-0" FUTURE LEASABLE AREA 2b34 300 9 �j� 1 :3 � OFFICE I • I I OPEN OFFICE SPACE 1448 100 15 �r iii0 ® OCC. LOAD z I �� 4IIN _ EM i .. ' OFFICES 610 100 10 08/26/2020 GROSS AREA(S.F.) 110 I 14 CONFERENCE ROOM 297 15 20 o - (E) ELEC. RM. 100 S.F./OCCUPANT IIllm a m ® ; TOTAL AREA 4,989 54 KJM/2655 1il GROSS SQUARE FOOTAGE OF SPACE AS DEFINED BY THE INTERIOR FACES OF THE CONSULTANT: I . 1 I BUILDING WALLS AND DEMSING WALLS. INCLUDES ALL OCCUPABLE AREAS, AI o �� 1MII1=1 INCLUDING AREAS OF CIRCULATION. \<o< 'L OFFICE . wwf '.14: OCC. LOAD 2 NUMBER OF EXITS OFFICE EXITS TOTAL NUMBER OF EXITS REQUIRED ...-..----17 1 (j0 C�F.E. GROSS AREA(S.F.) 110 I I 1 .02 r OCCUPANCY REQUIRED PROVIDED ! Q� 100 S.F./OCCUPANT J_ I \�3 I � MI — M — MN � OCC. LOAD 2 GROSS AREA(S.F.) 163 PER IBC TABLE 1006.3.1: 100 S.F./OCCUPANT OCCUPANCY LOAD 1-500=2 r NE w� mii a =0 1.111 MIN ` INE r i I I OCCUPANCY LOAD 501-1,000=3 54 2 2 1 I I OCCUPANCY LOAD MORE THAN 1,000=4 I OFFICE 1 OCC. LOAD 2 I 111:l __l_ _ _ I I GROSS AREA(S.F.) 110 : Lomionm SUITE#102-EXIT WIDTH AND NUMBER CALCULATIONS 100 S.F./OCCUPANT I ' — GROSS AREA OCCUPANT OCCUPANCY ' I OCC. LOAD 2 • 1 ` GROSS AREA(S.F.) 110 ROOM (S.F.) LOAD FACTOR LOAD � IEmir= 4lb I100 S.F./OCCUPANT FUTURE LEASABLE AREA 3820 300 13 1 103'4" an DISTANCE BETWEEN I, ® I �. OPEN OFFICE SPACE 1691 100 17 _ _ OFFICES 220 100 4 '( ■ SUITE W ,� I I , y I— \ -- ` .� CONFERENCE ROOM 196 15 14 F I 100 , I I �l- - �, TOTAL AREA 5,927 48 IIIW I FUTURE LEASABLE AREA - r I w 1 — GROSS SQUARE FOOTAGE OF SPACE AS DEFINED BY THE INTERIOR FACES OF THE OCC LOAD 2S iW I ii ® . R! 1 MI I_ ,40 RESTROOM BUILDING WALLS AND DEMSING WALLS. INCLUDES ALL OCCUPABLE AREAS, n w z GROSSAREA(S.F.) 7296 rICC oCC. LOAD N/A INCLUDING AREAS OF CIRCULATION. Q 300 S.F./OCCUPANT C Z 1 `tel I r LO 1 GROSS AREA(S.F.) 56 NUMBER OF EXITS z a 1 6 Q I L -2/ 0 TRANSIENT USE OCCUPANCY EXITS TOTAL CO I • I NUMBER OF EXLITS REQUIRED LOAD REQUIRED PROVIDED Ca 1 O 110 � r- ��,. PER IBC TABLE1006.3.1: 1 I - - I OCCUPANCY LOAD 1-500=2 48 2 2 1 r - - - - - - - . OCCUPANCY LOAD 501-1,000=3 OCCUPANCY LOAD MORE THAN 1,000=4 I I SUITE 1 OFFICE OFFICE 1 1� SUITE#103-EXIT WIDTH AND NUMBER CALCULATIONS OCC. LOAD 2 OCC.LOAD 2 1 OPEN OFFICE SPACE ROOM GROSS AREA OCCUPANT OCCUPANCY GROSS AREA(S.F.) 1 10 GROSS AREA(S.F.) I 1 Q OCC. LOAD 21 N ®T A-PAS RT I 100 S.F./OCCUPANT 100 S.F./OCCUPANTI GROSS AREA(S.F.) 2041 ! (S.F.) LOAD FACTOR LOAD 1 100 S.F./OCCUPANT . OPEN OFFICE SPACE 4527 100 46 M L_IJ eyI I OFFICE (OFFICE I OFFICES 465 100 8 I 1 OCC. LOAD 2 GROSS AREA(S.F.) 110 I OCC. LOAD 2 I GROSS AREA(S.F.) 110 MAXIMUM TRAVEL I CONFERENCE ROOM 179 15 12 )7"------\ I 100 S.F./OCCUPANT I 100 S.F./OCCUPANT BREAK-OUT ROOM 183 15 13 L ` DISTANCE = 155' I TRAINING ROOM 355 15 24 Z Z (N I TOTAL AREA 5,709 103 LU Nj lin - - ow 1.• N. im mi m - - - - war im mo - - .• - am - me, au m um mu mu gm we rww NE NNEEN • • – 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. r � r • rmil 0 ♦. - ww• ww - . . . . . . - - - - - - - i - - - - - - - ww - i NUMBER OF EXITS M ( i ry I 1 I I ` I 1 I NUMBER OF EXITS REQUIRED OCCUPANCY EXITS TOTAL ,..›T MAXIMUM TRAVEL LOAD REQUIRED PROVIDED I • I I I 0 DISTANCE = 98' I I PER IBC TABLE I 006.3.1: I ) I I T OCCUPANCY LOAD 1-500=2 I .. I Ir OFFICE SUITE I 11 103 2 2 • 1 1 _ _ `� OCC. LOAD z 101 I I f OCCUPANCY LOAD MORE THAN 3,000=4 I I I 1.. J. . _ . . .1. . . . . L . . ..., . ..r, ` GROSS AREA(S.F.) 170 I 0 O ( � I 100 S.F./OCCUPANT 'FUTURE LEASABLE AREA - I I I OCC.LOAD 9 I I 4-- Ili �1 � ---- 1/30 /�9 N GROSS AREA(S.F.) 2634 1 I C '� AGO 300 S.F./OCCUPANT I 1 - - r :--.,,,..5.,6,, (D F.E. I I REV DATE DESCRIPTION I I Dump NW fraNC1r9UBPAITGL 12 iimi mi MI 11111 111111 M OMB im Er im mI IM MI MIN 1221 MI Nei miii 1 I - - - -* _ I 11 Z_Z" 11-- frl A I - DISTANCE BEFWEEN EXITS I 11 I - I SUITE I I NOTE: 101 I III EMERGENCY LIGHTING IS TO PROVIDE A 1 MINIMUM OF 1 FOOT CANDLE OF N 1 I OPEN OFFICE SPACE 1 i I I ILLUMINATION AT FLOOR LEVEL AT ALL OCC. LOAD 15 r � � � " � � r � � � � N I • I GROSS AREA(5.F.) 1448 \ . /� I L POINTS ON THE EGRESS PATH. 1 I I00 S.F./OCCUPANT , I I: - 1 r N ®I •• min _ _ a I I II �, _[� I I (E) MoCROADN/A L _ n �a Co rr I (E] ELEC. RM. I 'LJ • mu GROSS AREA(S.F.) 156 FF ',.F GR-ES `' A LCA .. ria'a 0 C r TRANSIENT USE — R I I KEY DESCRIPTION J I I ' < E:C 1('E)WOMENS R.R. F- -1---5-0" I (E)JANITOR/ I 1 s OCC. LOAD 1 WA 60" BY 60' CLEAR FLOOR SPACE AT EXTERIOR OF DOOR. DRAWN BY: MP I= 1- GROSS AREA(S.F.) 155 C I CONFERENCE 1 STORAGE c �� I TRANSIENT'USE MAXIMUM SLOPE OF 2.0%IN ANY DIRECTION. CHECKED BY: vK CO I OCC.LCD 20 LQJ • 1 I GROSS AREA(S.F.) 297 • 1 I 15 S.F./OCCUPANT I 1 _ �ARCH.PROJECT NO.: � - - - _ -� - _ ACCESSIBLE PATH OF TRAVEL o��//pp �^7 _ - - - MLN. 44" CLEAR WIDTH I�I�I V I L®0®4 co MEI I= NMI MN IM NM =11 ( WDTH) I 1 �+ I - - >- I - SHEET NAME: iiiI____SEE I/A02.11 _ _ _ L - I _ _ _ _ I .. ��. _ _ ., • 1 I I SEE 1/A02.11 T® EXIT SIGN (ARROW INDICATES DIRECTION). 0 ' f • - �- - - �(}�� [■L - ilili) SEE ELECTRICAL SHEETS. z MATGHL I NE I 1 1 MATGHL I NE EGRESS PLAN & EXIT w 1 Ti 1j7111 - r. DISTANC 74' I I I .- _ Q EXTERIOR EX1T LIGHT. SEE ELECTRICAL SHEETS, CALCULATIONS I - I I I TACTILE PAVING WARNING SURFACE. SEE Q B i 1 . . NORTH ACCESSIBILITY SHEETS. SHEET NUMBER: Q 1/8" = 1'-0" - �7 I - -- __._ - -. t SUITE #100-EXIT WIDTH AND NUMBER CALCULATIONS KEN McCRACKEN, GROSS AREA OCCUPANT OCCUPANCY ARCHITECT i[t�yIa 11tiI (S.F.) LOAD FACTOR LOAD Architecture•Program Management•Perrrlilurlg FUTURE LEASABLE AREA 7296 300 25 OPEN OFFICE SPACE 2041 100 21 38 EXECUTIVE PARK SUITE3i0 OFFICES 713 100 12 IRVINE, CA 92614 CONFERENCE ROOM 174 15 12 Contact Jeff 1Jederman [949)430-7051 TOTAL AREA 10,224 70 jliederman®pmdginc.com GROSS SQUARE FOOTAGE OF SPACE AS DEFINED BY THE INTERIOR FACES OF THE BUILDING WALLS AND DEMSING WALLS. INCLUDES ALL OCCUPABLE AREAS, INCLUDING AREAS OF CIRCULATION. NUMBER OF EXITS CONFERENCE STORAGE • OCCUPANCY EXITS TOTAL ICI JNVI I LAV ■ i GRoSSAREA[S F.) 155 NUMBER OF EXITS REQUIRED JEFF UEDERMAN,ARCHITECT LOAD REQUIRED PROVIDED I TRANSIENT USE. . ... . . .. .... .....,. / SEAL: ., I OCC. LOAD 20 I I r�t I NCE I GROSS AREA(S.F.I 297 W PER IBC TABLE 1006.3. Mit .i.itkow 15 S.F./OCNPAM I J ` ' OCCUPANCY LOAD 1-500=2 70 2 2 I - OCCUPANCY LOAD 501-1,000=3 ED AReo * - �� • — — — — — • I ` OCCUPANCY LOAD MORE THAN 1,000=4 C, 2, SEE I/A00.10 _ _L __.1 - - I _ _ _ _ •�� _ _ SEE- _00.10 1 1 I _ _ - M ENRACKE NETH J. �) MATGHL I NE — I r --•-• 1# ■ Xfi11AC1 �' ELI MATGHL I NE SUITE #101 - EXIT WIDTH AND NUMBER CALCULATIONS Iflii DISTANC 74' I• I _ ROOM GROSS AREA OCCUPANT OCCUPANCY AM S, WA I (S.F.) LOAD FACTOR LOAD � license#5599 1 — 1 I I FUTURE LEASABLE AREA 2634 300 9 ' Cj — I - - N - - - - - - ■NII �s ■ri � I I OPEN OFFICE SPACE 1448 100 15 OF Q0- I \\ /1 I I OFFICES 610 100 10 08/26/2020 I OFFICE jIP I' I I r} CONFERENCE ROOM 297 15 20 I OCC.LOAD 2 I 1 I � GROSS CC. ( AD 114 TOTAL AREA 4,989 54 KJM/2655 I (E) MENS Z.R. [E)WOMENS R.R. I I 100 5 F /OCCUPANT M I — — — ELSURE L- - IGROSS SQUARE FOOTAGE OF SPACE AS DEFINED BY THE INTERIOR FACES OF THE �� OCC.LOAD N/A OCC.LOAD N/A I I BUILDING WALLS AND DEMSING WAI I S. INCLUDES ALL OCCUPABLE AREAS, ` CONSULTANT 102 GRO• I I I .TRANSIENT USE147 r GROSS ENT USEI 43 I I INCLUDING AREAS OF CIRCULATION. C I f OPEN OFFICE SPACE I I NUMBER OF EXITS OFFICE • I OCC. LOAD 17 __ I OCCUPANCY EXITS TOTAL ' I I GROSS AREA(S.F.) 1691 ) I I I ` NUMBER OF EXITS REQUIRED LOAD REQUIRED PROVIDED DCC. LOAD' z - N F.E. ' �� I I 100 S.F./OCCUPANT .) I •yj .tib I PER IBC TABLE 1006.3.1: GROSS PJ�A(S.F.) 110 100 S.F./OCCUPANT — — — — — I `OO OCCUPANCY LOAD 1-500= 2 54 2 2 OCCUPANCY LOAD 501-1,000=3 5'-0" {''Q� SUITE I I OCCUPANCY LOAD MORE THAN 1,000=4 4 SI — — — , — .. .. .. — .. .. mif FUTURE LEftSABL1=AREA- I 1,-- I I I OCC.LOAD 13 I SUITE #102 - EXIT WIDTH AND NUMBER CALCULATIONS I GROSS AREA(U.) 3820 GROSS AREA OCCUPANT OCCUPANCY I 300 S.F./OCCUPANT I 11_, ROOM (S.F.) LOAD FACTOR LOAD f._ IE99'-2" I L l? FUTURE LEASABLE AREA 3820 300 13 OPEN OFFICE SPACE i 691 100 17 I DISTANCE BETWEEN EXITS OFFICES 220 100 4 a MMIiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiisigisi I CONFERENCE ROOM 196 15 14 .�~i 1-- I TOTAL AREA 5,927 48 W I F GROSS SQUARE FOOTAGE OF SPACE AS DEFINED BY THE INTERIOR FACES OF THE W CONFERENCE I BUILDING WALLS AND DEMSING WALLS. INCLUDES ALL OCCUPABLE AREAS, I I I I INCLUDING AREAS OF CIRCULATION. E 4C Q OCC.LOAD 14 • I I a I GROSSAREA(S.F.I 196 I NUMBER OF EXITS Z a 15 S.F./OCCUPANT , I I I MAXIMUM TRAVEL I NUMBER OF EXITS REQUIRED OCCUPANCY EXITS TOTAL in 4 4 LOAD REQUIRED PROVIDED 1 1 DISTANCE = ' ) I I PER IBC TABLE 1006.3.1: 1 � 1 - I I OCCUPANCY LOAD 1-500- =2 48 2 2 I OCCUPANCY LOAD 501-1,000=3 • um m. mom • .. .. .. .. .. .. .. .. .. r .. .. ,.. .. .. `' W — ME — — MM — Mi — — MP OCCUPANCY LOAD MORE THAN 1,000=4 ( OFFICE _ - - - - - rlr - 4 _ _ —. ,. - --� OCC. LOAD 2 • — .11 . — . 100 S F /OCE.) 110 - di ! I I Il�• 11\� I1 r �� it .- J I.T. ROOpMLoAD Nth SUITE#103- EXIT WIDTH AND NUMBER CALCULATIONS OCCUPANT GROSS AREA �4 I AREA(S.F.) 89 ROOM GROSS AREA OCCUPANT OCCUPANCY f OFFICE 1 - I 1 - - -I I (S.F.) LOAD FACTOR LOAD GROSSuI� ...... ... _� OCC. LOAD 2 I -- I GROSS AREA IS F) 1 l0 # I I OPEN OFFICE SPACE 4527 100 46 rL�.Jy 1 - - 1 r r — �r. - - - - - � OFFICES 465 100 8 V I l oo S.F./CKCUI'NVT I - —i RESTROOM I BREAK-OUT ROOM I OCC. LOAD N/A I I I CONFERENCE ROOM 179 15 12 •CICO.LOAD 13 I I I GROSSAREA(S.F.) 56 I BREAK-OUT ROOM 183 15 13 I GROSS AREA(S.F) 183 L — .. —I „■I IMI I I TRANSIENT USE I I I M I 15 S.F./OCCUPANT II TRAINING ROOM 355 15 24 Z rA '1 — — i — — — — aZ — � I I I I TOTAL AREA 5,709 103 , ,— L� II I TRAINING ROOM GROSS SQUARE FOOTAGE OF SPACE AS DEFINED BY THE INTERIOR FACES OF THE 01 I I OCC.LOAD 24 BUILDING WALLS AND DEMSING WALLS. INCLUDES ALL OCCUPABLE AREAS, - I s GROSS AREA(S.F.) 355 INCLUDING AREAS OF CIRCULATION. F.E. I 15 S.F./OCCUPANTOCCUPANT_. PANT NUMBER Of EXITS ` r I . OCCUPANCY EXITS TOTALa + NUMBER OF EXITS REQUIRED I -J 98'-10" 1 I LOAD RE®TIRED PROVIDED0 I -,r-5'-0"--1- I--- DISTANCE BETWEEN EXITS I I { PER IBC TABLE 1006.3.1: OCCUPANCY LOAD 1-500=2 XI ■— .. .. mm .1. .. I I4.04 - OCCUPANCY LOAD 501-1,000=3103 2 2 _- CD PI OCCUPANCY LOAD MORE THAN 1,000=4 Ln 1,1 - 1 0 -- _ I I surd: 103 Ili . I I I I OPEN OFFICE SPACE G. I I I DCC.LOAD 46 REV' DATE DESCRIPTION I GROSS AREA(S.F.) 4527 I I I I • I 100 S.F./OCCUPANT "41$F.E. 06/24/20 INMALAGENCY summit Im _ l _ a _ _ , ,A* ,-1-('''' ; I _ I I �a _. 1 \) M GENCY LIGHTING IS TO PROVIDE A 's Co I N CONFERENCE MINIMUM OF 1 FOOT CANDLE OF OCC. LOAD 12 _ I ILLUMINATION AT FLOOR LEVELATALL a II POINTS ON THE EGRESS PATH. I I GROSS AREA(S.F.) 179 I •A 1 0 1 I 15 S.F./OCCUPANT s N _ I - J 00 — Il. - - _i • - ifb. — .1ii LIFE - o k n n n n i n n 1 VIII■VIII■ ' -- ! I I = n n --- 9 - " KEY DESCRIPTION L_ - i ___J 60" BY 60"CLEAR FLOOR SPACE AT EXTERIOR OF DOOR. DRAWN BY: MP C~ OFFICE OFFICE I MAXIMUM SLOPE OF 2.0%IN ANY DIRECTION. CHECKED BY: VK C 1 OCC. LOAD 2 DCC. LOAD 2 I GROSS AREA(S.F.) 118 GROSS AREA(S.F.) 127 — — — m I 100 S.F./OCCUPANT 100 S.F./OCCUPANT ARCH. PROJECT NO.: D _ ACCESSIBLE PATH OF TRAVEL (MIN. 44" CLEARWDTH) BKMZ 04 (f) SHEET NAME: > * EXIT SIGN (ARROW INDICATES DIRECTION). & 0 SEE ELECTRICAL SHEETS. EGRESS PLANEXIT w 0 EXTERIOR EXIT LIGHT. SEE ELECTRICAL SHEETS. CALCULATIONS CD Q NORTH TACTILE PAVING WARNING SURFACE. SEE J ACCESSIBILITY SHEETS. SHEET NUMBER: iiiiiiiiiiiiiiiiiiiiiiiii Q F ( ` Itl11 11111 I I /0111111 H 1 11111 11111 11 1 7 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 Ckp IN LOT ACCESSIBLE SPACES 132 ACHES WIDE MINIMUM, SHALL BE MARKED TO DEFINE THE WIDTH,AND SHALL.HAVE AN I 10 25 1 AQIACENT ACCESS AISLE. VAN PARKING SPACES SHALL BE PERMITTED TO BE 96 INCHES WIDE Architecture•Program Management•Permitling --Z, 26 TO 50 2 MINIMUM WHERE THE ACCESS AISLE IS 96 INCHES WIDE MINIMUM. ACCESS AISLE MARKED T i �cr sl TO 75 3 2. ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE.TWO PARKING SPACES SHALL BE PERMITTED PARKING 38 EXECUTIVE PARK 76 TO 100 4DISCOURAGE PARKING IN THEM V\f,/,4i 4�. 101 TO 150 5 TO SHARE A COMMON ACCESS AISLE ONLY ,!,o 151 10 200 6 3. ACCESS AISLES SERVING CAR AND VAN PARKING SPACES SERAIL BE 60 INCHES WIDE MINIMUM. SUITE 310 -y 201 TO 300 7 4. ACCESS AISLES SHALL EXTEND THE FULL REQUIRED LENGTH OF THE PARKING SPACES THEY SERVE. i IRVINE, CA 92614 «, 0 301401 TO 900 8 5. ACCESS AISLES SHALL BE MARKED TO DISCOURAGE PARKING IN THEM. contact:Jeff Liederman 501 TO 1000 9 2 PERCEIYF OF TOTAL 6. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY,ACCESS AISLES SHALL BE PERMITTED TO 19491 430-7051 ,f,,,-7, 501 1001 ANDOVER z0 Rus 1 FOR EACH BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR VAN PARKING SPACES WHICH jIiederrnan prndginc.com O 100 OVER 1000 SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES. 7 CAR 7. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN Z C7 �°� LEVEL ARE NOT PERMITTED. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 2 VAN 2 8. PARKING SPACES,ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A �s C VERTICAL CLEARANCE OF 98 INCHES MINIMUM. C) V/VI / CAR O 9. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT CARS AND VANS,WHEN PARKED, CANNOT OBSTRUCT THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES `r/ Ee-, 'O JEFF LJEDERMAN,ARCHITECT -y0 \\ PARKING SURFACE \ SEA; PARKING SIGN �` �� DA i \\ 9b SIGNAGE AND IDENTIFICATION OF SPACE NOTES: C7\�`\ �C77/7 �'Lc \� �� KENNETH J. �n �\� I� a 1. PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL M _ RACKE (� OF ACCESSIBILITY COMPLYING WITH SECTION 703.6.3.1. b0 * 96" PERMITTED 2. SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN ADDITIONAL LANGUAGE • I l ` 3�; 04- WHERE AISLE IS 96". OR AN ADDITIONAL SIGN WITH THE DESIGNATION "VAN ACCESSIBLE." - AM S, WA 1( *132" Jf 60" )( 96� 96" PERMITTED *S-6 0\4' 3. SIGNS SHALL BE 60 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND u/ii)"License#5599 MIN. MIN. MIN. + WHERE AISLE IS 96". (c, ANGLED PARKING SURFACE MEASURED TO THE BOTTOM OF THE SIGN. ,S1T� OF O��Cj� PERPENDICULAR PARKING / N.T.S. N.T.S. 08/26/2020 502 502.7 4. 02 aa2d 07.0&20 KJMJ2655 ■ PROTRUDING OBJECT NOTES: ■ CURB RAMP NOTES: __S.__ CONSULTANT: Imo- ��- - L I. OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE 1. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12.WHERE PROVIDED, CURB THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE ), )s RAMP FLARES SHALL NOT BE STEEPER THAN 1:10 4 INCHES MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. :o I \I 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 m AT LEAST AS NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR PARKING ACCESS AISLJ=S. OVERHANG CIRCULATION PATHS 12 INCHES MAXIMUM WHEN LOCATED 27 CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, -� Z - - - - WIDE AS CURB RAMP EXCLUDING ANY FLARED SIDES. /-X> 12"A. g INCHES MINIMUM AND 80 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR 3. THE CLEAR WIDTH OF CURB RAMP RUNS (EXCLUDING ANY FLARED SIDES), SHALL BE 36 INCHES I/4„ 0 ,I' i'.. %h' GROUND. MINIMUM. 1/4" Z ao 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 1;1111141/2" co�Vti PYLONS AND THE CLEAR DISTANCE BETWEEN THE POSTS OR PYLONS IS FLARED SIDES 1:10 MAX. SHALL BE 36 INCHES MINIMUM.THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE 1/4' n+ x 4" MAX 4 MAX X> 12" GREATER THAN 12 INCHES, THE LOWEST EDGE OF SUCH SIGN OR SLOPE MEASURED PARALLEL CURB RAMP, EXCLUDING ANY FLARED SIDES LEADING TO THE LANDING.THE SLOPE OF THE T OBSTRUCTION SHALL BE 27 INCHES MAXIMUM OR 80 INCHES MINIMUM TO CURB LANDING IN ALL DIRECTIONS SHAW BE 1:48 MAXIMUM. rmiiimm•mmilN ABOVE FINISH FLOOR OR GROUND. THE SLOPING PORTIONS OF S. THE CROSS SLOPE OF CURB RAMPS SHALL BE I:46 MAXIMUM. HANDRAILS SERVING STAIRS AND RAMPS SHALL NOT BE REQUIRED TO SLOPE G � 6. COUNTER SLOPES OF ADJOINING GUTTERS,AND ROAD SURFACES IMMEDIATELY ADJACENT TO COMPLY. SLOPETHE CURB RAMP SHALL NOT BE STEEPER THAN 1:20.THE 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 ,r MINIMUM ABOVE THE FINISH FLOOR OR GROUND. 5. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. PERPENDICULAR CURB RAMP CHANGES IN LEVEL NOTES: 1. CHANGES IN LEVEL OF 1/4 INCH HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL AND 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 WITH A SLOPE NOT STEEPER THAN 1 :2. - W Z 3. CHANGES IN LEVEL GREATER THAN 1/2 INCH HIGH SHALL BE RAMPED. Al co W X x SLOPEB SLOPE :0 =n Z m Q ---'k x / ` iL N Z 0 PARALLEL CURB RAMP PROTRUDING OBJECTS VERTICAL CLEARANCE E U I N.T.S. N.T.S. N.T.S. 1406 1303 11 PROTRUDING OBJECTS 1307 07.08.20 07.08. 07. 12 MIN HANDRAIL NOTES: ._, 4' DOMINANT DIRECTION OF TRAVEL �k 1 \ M M f r ,� I HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS THAT EXCEED 6 INCHES IN RISE. k) EC. 2, HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. m <(:\ >> : ::> < INSIDE HMWDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE CONTINUOUS BETWEEN m en FLIGHTS OR RUNS. YL// AmilrirL 4....1...* miL 3. TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MINIMUM AND 38 INCHES MAXIMUM 1/2" MAX VERTICALLY ABOVE WALKING SURFACES, STAIR NOSINGS,AND RAMP SURFACES. HANDRAILS SHALL BE AT A I 1 Ir' Ill 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 SHALL 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 CO- BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH.WHERE PROVIDED, HORIZONTAL t`g TOP HANDRAIL PROJECTIONS SHALL OCCUR 1-1/2 INCHES MINIMUM BELOW THE BOTTOM OF THE HANDRAIL GRIPPING Z Ni EXTENSION AT STARSSURFACE. LONG DIMENSION Lil 1 1/2" MIN } 6. HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF PERPENDICULAR TO 1-1/4 INCHES MINIMUM AND 2 INCHES MAXIMUM. DOMINANT WI 0 r- 7. HANDRAIL GRIPPING SURFACES WITH A NON-CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIRECTION OF ry oN HANDRAIL CLEARANCE DIMENSION OF 4 INCHES MINIMUM AND 6-1/4 INCHES MAXIMUM,AND A CROSS-SECTION DIMENSION TRAVEL n .-,-,OF OF 2-1/4 INCHES MAXIMUM. if." _1/2' MAX. 1-I 12" MIN 8, HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT TO THEM SHALL BE FREE OF SHARP OR ._ 0 NOTE: ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. ELONGATED OPENINGS X=TREAD DEPTH 12" MIN * 'if' 9. RAMP HANDRNLS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MINIMUM BEYOND THE TOP AND BOTTOM OF RAMP RUNS. EXTENSIONS SHALL RETURN TOA WALL, GUARD, OR A' A' - THE LANDING SURFACE,OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN. GROUND SURFACE NOTES: L ,,, a -/-X---;-X t 10. AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MINIMUM BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. EXTENSIONS SHALL RETURN TO 1. FLOOR &GROUND SURFACES SHALL BE STABLE, FIRM AND SUP RESISTANT. 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 SHALLHAVE A FIRM CUSHION, L ) ADJACENT STAIR FUGHT. PAD OR BACKING OR NO CUSHION OR PAD. 1 1. AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FORA 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 HANDRAIL OF AN ADJACENT STAIR FLIGHT. PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. EXTENSION AT RAMPS 1111111111111111111,_ _ REV DATE DESCIZIIgIION N.T.S. N.T.S. -�- - - - -- 013/24/20 NTRAGENiCYSUBhRTAL 1505 302 07 08.20 07.08 RAMP NOTES: ■ ,' 60" MIN. -+ -f' 60" MIN. t 'r 60" MIN.-,� WALKING SURFACES NOTES: 1. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER . 1. FLOOR AND GROUND SURFACES SHALL BE STABLJ , FIRM,AND SUP RESISTPJVT. --- THAN 1:12. 2. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER RADIUS 1/2" 1 1/2" MAX. 1 1/2" MAX. -f Z 2. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. C) LANDING RAMP RUN LANDING RAMP RUN LANDING z THAN 1.48. 30"AAA( 1 1 1 3. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48. N - 3. CHANGES IN LEVEL OTHER THAN THE RUNNING SLOPE 4. WHERE THE ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN ELEMENT WHICH O � L AND CROSS SLOPE ARE NOT PERMITTED ON RAMP RUNS. ` 1I L_---1 II 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 J 1 + • I THE TURN, 48 INCHES MINIMUM AT THE TURN AND 42 INCHES MINIMUM LEAVING THE MINIMUM. HANDRAILS AND HANDRAIL SUPPORTS THAT I I II l I I� TURN. WHERE THE CLEAR WIDTH AT THE TURN IS 60 INCHES MINIMUM COMPLIANCE WITH RADIUS OF TREAD EDGE ANGLED RISER CURVED NOSING BEVELED NOSING , I I 1 ill . N ARE PROVIDED ON THE RAMP RUN SHALL NOT PROJECT SECTION 403.5.1 SHALL NOT BE REQUIRED. INTO THE REQUIRED CLEAR WIDTH OF THE RAMP RUN. 11 III 1 fI b• II �I 5. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS 60 INCHES BE PROVIDE PASSING C) -AT LEAST AS WIDE AS RAMP 5. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES I �0 I •�' J [ 1�fil 1 I , PI SPACES AT INTERVALS OF 200 FEET MAXIMUM. PASSING SPACES SHALL BE EITHER:A SPACE 60 O RUN STRAIGHT CHANGE fN DIRECTION MAXIMUM• STAIRWAY NOTES: I� II f. INCHES MINIMUM BY 60 INCHES MINIMUM; OR,AN INTERSECTION OF TWO WALKING 6. RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE + I SURFACES PROVIDING A T-SHAPED SPACE. BOTTOM OF EACH RAMP RUN, 1. ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM �� 6. THE CLEAR WIDTH OF ACCESSIBLE ROUTES SHALL BE 36 INCHES MINIMUM o_ 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. ;y )I 42" MIN. a. THE CLEAR WIDTH SHALL BE PERMIT I ED TO BE REDUCED TO 32 INCHES -' - Q R 1:48. TREADS SHALL BE I 1 INCHES DEEP MINIMUM. MINIMUM FOR A LENGTH OF 24 INCHES MAXIMUM PROVIDED THAT REDUCED 8. LANDING CLEAR WIDTH SHALL BEAT LEAST AS WIDE AS X<48", -36" MIN. 36" MIN. WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48 INCHES LONG I- 2. OPEN RISERS ARE NOT PERMITTED. DRAWN BY: THE WIDEST RAMP RUN LEADING TO THE LANDING. 3. TREADS SHALL BE PERMITTED TO HAVE A SLOPE NOT STEEPER THAN 1 :48. / MINIMUM AND 36 INCHES WIDE MINIMUM. ,� -- 9. LANDING CLEAR LENGTH SHALL BE 60 INCHES LONG 4. THE LEADING 2 INCHES OF THE TREAD SHALL HAVE VISUAL CONTRAST OF DARK-ON-LIGHT 180 DEGREE TURN X<48"-'f 80 DEGREE TURN CHECKED BY: f -- MINIMUM. OR LIGHT-ON-DARK FROM THE REMAINDER OF THE TREAD. IE XCEPTIONI. ARCH. PROJECT NO,: CO 10. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT 5. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE 1/2 INCH fl ^ D LANDINGS SHALL HAVE A CLEAR LANDING 60 INCHES MAXIMUM. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30BKI9/1200® MINIMUM BY 60 INCHES MINIMUM DEGREES MAXIMUM FROM VERTICAL. THE PERMITTED PROJECTION OF THE NOSING SHALL I 24" 48" MIN. I 24" L_ CIS 11. A CURB, OR BARRIER SHALL BE PROVIDED THAT PREVENTS EXTEND 1-1/2 INCHES MAXIMUM OVER THE TREAD BELOW. I . Z THE PASSAGE OF A 4 INCH DIAMETER SPHERE, WHERE SHEET NAME: U ANY PORTION OF THE SPHERE IS WITHIN 4 INCHES OF THE �^ I TOP LANDING LANDING o 1 FINISH FLOOR OR GROUND SURFACE. Z Z - - Z z / 11 VSIAl z 2 2 = N =J N ,10p I �/ W en - - m ACCESSIBILI 1 I UI DETAILS Q ACCESSIBLE ROUTES J SHEET NUMBER: N.T.S. I N.T.S. N.T.S. i ,1 H [105 I"4 1403 / 7 m Oa 0 0820 07. L *32" MIN.+ *32" MIN.+ *32" MIN.* DOOR NOTES KEN McCRACKEN, II3 - r 1 p 7 \ 1. REVOLVING DOORS, REVOLVING GATES,AND TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE AND SHALL - P COMPLY WITH SECTIONS 402.3 AND 402.4. ARCHITECT I I I I I r I 2. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL a'� z I 2 18" MIN. Ir I Z I I Z ��\ Z I 1- 7 3. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH 2 TT 18" MIN. 2 qi /1'. I 1 I z I m I </ I Z 2 Ff 3 I Z I I SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP,WITH THE DOOR OPEN3g EXECUTIVE PARK I II 36" MIN. a 22" MIN. Z �24" MIN. - 90 DEGREES. IN ALTERATIONS,A PROJECTION OF 5/8 INCH MAXIMUM INTO THE REQUIRED CLEAR WIDTH SHALL BE SUITE 310 .o I I /� I _ I / ' I 24' MIN.-\ PERMITTED FOR THE LATCH SIDE STOP. / '� f. I 1 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_ X>8" _ _ _Lir ,, r 1 I CLEAR WIDTH OF DOORWAYS �. J L J L J L _ J I_ FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES Contact Jeff Liederrnan ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES. 1949)430-7051 -IT -"T h S * C 5. MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 jiiedermanapmdginc.com " ' - ' INCHES OF THE LATCH SIDE OF A DOORWAY, PROJECTS MORE THAN 8 INCHES BEYOND THE FACE OF THE DOOR, / 1 / , u 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. 1 6. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL NOT SLOPE STEEPER THAN 1:48. 4$" MIN. 2 �60" MIN, Z 7. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH HIGH MAXIMUM. S g I 8. THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48 INCHES �\ `\ n - -1 7 - - - - 7 ` F f - - - -1 -1 I -1 MINIMUM PLUS THE WIDTH OF DOORS OR GATES SWINGING INTO THE SPACE. SPACE BETWEEN THE DOORS / / [ I I I I I I I I I SHALL PROVIDE A TURNING SPACE- JEFF UEDERMAN,ARCHITECT L Z I Z I I Z 12" MIN. I I Z I I Z Z 2 I 1 9. HANDLES, PULLS, LATCHES, LOCKS,AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL BE OPERABLE WITH 1 I 12" MIN. 1 Z I I Z I 12" MIN. I ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE S . \R I I \ I bo I I kt I 0.p I 24" MIN. I I 24" MIN. I I Z2" MIN. I I 22" MIN. I REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. h I I I I �\ I I ol- I 1 I fr `r ,I, .L- 10. OPERABLE PARTS OF HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. �ED AR c/5, - "� - - - v_p,. L - - - - J� J L J L _ J '1 J 1 1 . DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE C,5/ / TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. � ///, f___ MIN. Z 12. THE FORCE FOR PUSHING OR PULLING OPEN AN INTERIOR DOOR OR GATE SHALL BE 5 POUNDS MAXIMUM. KENNETH J. 13. THE FORCE FOR PUSHING OR PULLING OPEN REQUIRED FIRE DOORS SHALL BE THE MINIMUM OPENING FORCE M RACKE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. �, J J LLQ a k J k 14. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASURED \ C / - - VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR - AM 5, WA / GATE. (� license#5599 15. AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH SECTION 404.3. FULL-POWERED AUTOMATIC V FRONT APPROACH, PUSH SIDE, FRONT APPROACH PUSH SIDE, DOOR PROVIDED WITH LATCH APPROACH. PUSH SIDE LATCH APPROACH, PUSH SIDE, HINGE APPROACH, PUSH SIDE HINGE APPROACH, PUSH SIDE, DOORS SHALL COMPLY WITH ANSI/BHMA Al56.10. LOW-ENERGY AND POWER-ASSISTED DOORS SHALL COMPLY WITH �q�� O DOORS IN SERIES FRONT APPROACH DOOR PROVIDED WITH BOTH PUSH SIDE BOTH CLOSER AND LATCH DOOR PROVIDED WITH CLOSER DOOR PROVIDED WITH BOTHOF �� CLOSER AND LATCH CLOSER AND LATCH ANSI/BHMAA156.19. N.T.S. 08/26/2020 404 i'1 07 01 KJ M/2655 SIGN TEXT 2. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR,THE SIGN SHALL BE LOCATED ALONGSIDE CONSULTANT: 1. WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH THE DOOR AT THE LATCH SIDE.WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS BOTH VISUAL AND TACTILE CHARACTERS,OR TWO SEPARATE SIGNS, ONE WITH VISUAL, WITH ONE ACTIVE LEAF,THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF.WHERE A AND ONE WITH TACTILE CHARAC I ERS, SHALL BE PROVIDED. TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS,THE SIGN SHALL ma 2. RAISED CHARACTERS SHALL BE DUPUCATED IN BRAILLE. BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR.WHERE THERE IS NO WALL SPACE QLe 3. RAISED CHARACTERS SHALL BE 1/32 INCH MINIMUM ABOVE THEIR BACKGROUND, AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS ® o o I UPPERCASE AND SANS SERIF FONT. SHALL BE LOCATED ON THE NEAREST ADJACENT WALL_ SIGNS CONTAINING TACTILE 4. CHARAtiC I ER 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 4, \ �r UPPERCASE LETTER "I". THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN Z / \ 5. STROKE THICKNESS OF THE UPPERCASE LET TER"I"SHALL BE 15 PERCENT MAXIMUM OF THE POSITION. ""`'" '�' HEIGHT OF THE CHARACTER. ®� f� 1 DIRECTIONAL SIGN ISA SIGN TEXT VISUAL CHARACTERS SHALLROUND _ ( L_ J ? l�l 1. SBRAIU SHALL BE CONTRACTED(GRADE 21 AND SWELL COMPLY WITH SECTION 703.4. 1 SCTERS HALL CONTRARS ASSTD THEIR THAEIRKB GROU D WITH EITHERR LIHAVE A GHT NONINISH.-GLARE I LRS ON DARK ENTRY&DIRECTIONAL SIGN NOTES: 1 / I 2. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. N\ / Z g TABLE 703.4.3.THE INDICATION OF AN UPPERCASE LETTER OR LE I I ERS SHALL ONLY BE 1. IN EXISTING BUILDINGS AND FACILITIES WHERE NOT ALL ENTRANCES ARE ACCESSIBLE, \N� / 2 USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDMDUAL 2. VISUAL CHARACTERS SHALL BE 40 INCHES MINIMUM ABOVE THE FINISH FLOOR OR ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF GROUND. Co 0 I- LEN I ERS OF THE ALPHABET, INITIALS,AND ACRONYMS. ACCESSIBILITY. J J 3. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL PICTOGRAMS 2. SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUNDS SHALL HAVE A NON-GLARE FINISH. FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTF LINED, BRAILLE SHALL BE PLACED SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUNDS,WITH EITHER A LIGHT HEIGHT OF TACTILE CHPRAL I ERS BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH MINIMUM AND 1/2 INCH 1. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MINIMUM. CHARACTERS AND SYMBOL ON DARK BACKGROUND OR A DARK SYMBOL ON A LIGHT BACKGROUND. (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 H 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 UGHT PICTOGRAM ON A DARK FIELD OR A WI SIGN INSTALLATIONDARK PICTOGRAM ON A LIGHT FIELD. I 1. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE W >- FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST 2 0 z BRAILLE CELLS AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND Q SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST UNE OF RAISED CHARACTERS. Za.E IAAZ O -; N.T.S. N.T.S. 703 703 6 07.01 07 01120, 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 1, WHERE BINS ARE PROVIDED FOR ENVELOPES,WASTE PAPER,OR OTHER PURPOSES,AT THE OTHER KEYS. 1. WHERE CHECK-OUT AISLES ARE PROVIDED,ACCESSIBLE CHECK-OUT AISLES SHALL BE PROVIDED IN ACCORDANCE WITH THE IBC. LEAST ONE OF EACH TYPE SHALL BE ACCESSIBLE. 10. FUNCTION KEYS SHALL CONTRAST VISUALLY FROM BACKGROUND SURFACES.CHARACTERS WHERE CHECK-OUT AISLES SERVE DIFFERENT FUNCTIONS,ACCESSIBLE CHECK-OUT AISLES SHALL BE PROVIDED IN ACCORDANCE 2. A CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. AND SYMBOLS ON KEY SURFACES SHALL CONTRAST VISUALLY FROM KEY SURFACES.VISUAL 1 ( 2 1 3 J 7 I. 8 9 3. STORAGE ELEMENTS SHALL COMPLY WITH AT LEAST ONE OF THE REQUIRED ACCESSIBLE CONTRAST SHALL BE EITHER LIGHT-ON-DARK OR CLARKONJGHT. WITH THE IBC FOR EACH FUNCTION.WHERE CHECK-OUT AISLES ARE DISPERSED THROUGHOUT THE BUILDING OR FACILITY, REACH RANGES. 11. FUNCTION KEY SURFACES SHALL HAVE TACTILE SYMBOLS AS FOLLOWS:ENTER OR ACCESSIBLE CHECK-OUT AISLES SHALL BE DISPERSED. 4 5 6 1 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: 2. CHECKOUT COUNTER SURFACE HEIGHT SHALL BE 38 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.THE TOP OF THE GRASPING,PINCHING,OR TWISI1NG 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 ABOVE THE TOP OF THE COUNTER SURFACE ON THE AISLE SIDE OF THE 7 8 [9 J 1 2 3 CHECK-OUT COUNTER. OPERABLE PARTS SHALL BE 5 POUNDS MINUS SIGN. Q� ( 0 ] # 0 ATM REQUIREMENTS: 12. Z CENTER OF THSCREEN CELEAIR FLOOR SPACE IN VISIBLE F FRONT OF THE MACHINE.OM A POINIT LOCATED 40 INCHES ABOVE THE I 1L, e SALES AND SERVICE COUNTERS: 13. CHARACTERS DISPLAYED ON THE SCREEN SHALL BE INA SANS SERIF FONT.CHARACTERS 12-KEY 12-KEY 1. A CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. SHALL BE 3/16 NCH HIGH MINIMUM BASED ON THE UPPERCASE LETTER T.CHARACTERS g g 1. 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 a-IARACTERS ON A DARK Co COUNTERS ARE DISPERSED THROUGHOUT THE BUILDING OR FACILITY,ACCESSIBLE COUNTERS ALSO SHALL BE DISPERSED. GRASPING, PINCHING,OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. m m 2. THE ACCESSIBLE PORTION OF THE COUNTER TOP SHALL EXTEND THE SAME DEPTH AS THE SALES OR SERVICE COUNTER TOP. OPERABLE PARTS SHALL BE 5 POUNDS. 14. BRAILLE INSTRUCTIONS FOR INITIATING THE SPEECH MODE SHALL BE PROVIDED. �}� 3. A PORTION OF THE COUNTER SURFACE THAT IS 36 INCHES LONG MINIMUM AND 36 INCHES HIGH MAXIMUM ABOVE THE FINISH , I i IFN 3. OPERABLE PARTS SHALL BE WITHIN AN ACCESSIBLE REACH RANGE. FLOOR SHALL BE PROVIDED.A CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR A PARALLEL APPROACH ADJACENT TO 4. AUTOMATIC TELLER MACHINES SHALL PROVIDE THE OPPORTUNITY FOR THE SAME DEGREE THE 36 INCH MINIMUM LENGTH OF COUNTER. OF PRIVACY OF INPUT AND OUTPUT AVAILABLE TO ALL INDMDUALS. FOODSERVICE COUNTER CHECK-OUT AISLE COUNTER 4. WHERE THE PROVIDED COUNTER SURFACE ISI FCS THAN 36 INCHES LONG,THE ENTIRE COUNTER SURFACE SHALL BE 36 INCHES 5. MACHINES SHALL BE SPEECH ENABLED.OPERATING INSTRUCTIONS AND ORIENTATION, VISIBLE TRANSACTION PROMPTS,USER INPUT VERIFICATION,ERROR MESSAGES,AND ALL HIGH MAXIMUM ABOVE THE FINISH FLOOR. C DISPLAYED INFORMATION FOR FULL USE SHALL BE ACCESSIBLE TO AND INDEPENDENTLY 36" MIN. 5. WHERE COUNTERS OR TELLER WINDOWS HAVE SECURITY GLAZING TO SEPARATE PERSONNEL FROM THE PUBLIC,A METHOD TO Mit I USABLE BY INDMDUALS WITH VISION IMPAIRMENTS.SPEECH SHALL BE DELIVERED RAISED FACIUTATE VOICE COMMUNICATION SHALL BE PROVIDED ' THROUGH A MECHANISM THAT IS READILY AVAILABLE TO ALL USERS,INCLUDING BUT NOT COUNTER FOOD SERVICE LINES: _ LIMITED TO,AN INDUSTRY STANDARD CONNECTOR OR A TELEPHONE HANDSET.SPEECH el vi ,•_lig ACCESSIBLE a L7 w a_ I - SHALL BE RECORDED OR DIGITIZED HUMAN,OR SYNTHESIZED. e Off; COUNTER 6. SPEECH SHALL BE CAPABLE OF BEING REPEATED OR INTERRUPTED.VOLUME CONTROL 1. WHERE SELF-SERVICE SHELVES ARE PROVIDED,AT LEAST 50 PERCENT, BUT NO FEWER THAN ONE, OF EACH TYPE PROVIDED SHALL � _ _ 1 I SHALL BE PROVIDED FOR THE SPEECH FUNCTION. rF I COMPLY WITH REQUIRED REACH RANGES. v 7. WHERE RECEIPTS ARE PROVIDED,SPEECH OUTPUT DEV( S SHALL PROVIDE AUDIBLE 2. THE TOPS OF WAY SLIDES SHALL BE 28 INCHES MINIMUM AND 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. < CD 12 O BALANCE INQUIRY INFORMATION,ERROR MESSAGES,AND ALL OTHER INFORMATION ON g a C rx THE PRINTED RECEIPT NECESSARY TO COMPLETE OR VERIFY THE TRANSACTION. { r 4- 8. AT LEAST ONE TACTILELY DISCERNIBLE INPUT CONTROL SHALL BE PROVIDED FOR EACH m Ui ATM REACH HEIGHT FUNCTION.WHERE PROVIDED,KEY SURFACES NOT ON ACTIVE AREAS OF DISPLAY -NI- ' � SCREENS,SHALL BE RAISED ABOVE SURROUNDING SURFACES.WHERE MEMBRANE KEYS PRE THE ONLY METHOD OF INPUT, EACH SHALL BE TACTILELY DISCERNIBLE FROM SERVICE COUNTER FRONT ELEVATION SURROUNDING SURFACES AND ADJACENT KEYS. __ - REV DATE 1 DESCR'I'7lON N.T.S. N.T.S. 08/24/20 NWLfl CY9RIATrx A If MS 707 904 - 9,08.20 ar - ..-- FORWARD REACH: I. WHERE A FORWARD REACH IS UNOBSTRUCTED,THE HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM f 40" MIN. 60" MIN. r.- - • AND THE LOW FORWARD REACH SHALL BE 15 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. !1JlL . g 2. WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION,THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH - p2 _,- -1 n N .� itTHEELEENTFORA DISTCE NOTLESSTHEREIRDREACH DEOVER THEOCTIONTHE ! x I �I _ - g ;I_ _ _I' E0g ' Ij_ '51 iii HIGH FORWARD REACH SHAH BE 48 INCHES MMUM WHERE THE REACH DEPTH IS20 INCHES MAXIMUM. // \ QIZI I b I ] = 1. I 1 ICN � ' ` WHERETHEREACHDEPTHD(CEEDS20INCHES,THEHEGHFOiZVVARDREACH$HALLL3E44INCHESMAXIMUM \ a I Z m _ � �. : Ii AND THE REACH DEPTH SHALL BE 25 INCHES MAXIMUM. I m L J i) Q I� '� L- - i L_ - - � __ _ _ d" Jr ,i i( k 4, SIDE REACH: 1 1 I- I �I��I1 1 ., 48" MIN. 36" MIN. �1 \ / NZ I L - - -I CC) I. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE \ / B ASE REACH DEPTH REACH DEPTH J REACH DEPTH J - _ �_ X30" MIN.* y _ - O REACH IS UNOBSTRUCTED,THE HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM AND THE LOW SIDE REACH 10" MAX. 10" MAX. 10"to 24" MAX. - SHALL BE 15 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. 4, 36" MIN. FORWARD PARALLEL 1 � , _- J 2. AN OBSTRUCTION SHALL BE PERMITTED BETWEEN THE CLEAR FLOOR OR GROUND SPACE AND THE ELEMENT 12" MIN. lL12" MIN. x I �� R; SIDE REACH WHERE THE DEPTH OF THE OBSTRUCTION IS 10 INCHES MAXIMUM. I___ _- - T - 3. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH 60" MIN. �- SIDE REACH IS OVER AN OBSTRUCTION,THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAXIMUM AND CIRCULAR SPACE T-SHAPED SPACE / DRAWN BY: REACH DEPTH REACH DEPTH THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAXIMUM.THE HIGH SIDE REACH SHALL BE 48 INCHES CLEAR FLOOR SPACE NOTES: 2 GREATER THAN i MAXIMUM FOR A REACH DEPTH OF 10 INCHES MAXIMUM.WHERE THE REACH DEPTH EXCEEDS 10 INCHES,THE ALCOVE CHECKED BY: ZO MAX. - 20"to 25" MAX. HIGH SIDE REACH SHALL BE 46 INCHES MAXIMUM FOR A REACH DEPTH OF Z4 INCHES MAXIMUM. CD TURNING SPACE NOTES: I I. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. ARCH. PROJECT NO.: t -1- 2. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MINIMUM BY 48 INCHES A D 1. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. MINIMUM. BKM20004 co -1 , 2. CIRCLE TURNING SPACE SHALL BE A SPACE OF 60 INCHES DIAMETER MINIMUM. THE SPACE 3, UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE PERMITTED TO ��rn. tln►� SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE. INCLUDE KNEE AND TOE CLEARANCE. SHEET NAME: `rz, 50 ----; -1.1M :4-- 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 CLEAR BE ANSI f�1 17. 1 z Si;�ic_ ,:1- 1"--; �� _ BASE 36 INCHES WIDE MINIMUM, EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. T „`W I ' IIl►�� I 'y OBSTRUCTIONS 24 INCHES12 INCHES MINIMUM IN MINIMUM.MINIMUM. THE SPCH DIRECTION D E SHALL BE HE BASE SHALL RMITTED TOOF INCLUDE KNEE 5. AN ACCESSIBLE ROUTE R ADJOIN ANOTHER CLEAROR OR GROUND SPACE FLOOR OR GROUND SPACE.E ADJOIN W 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. ACCESSIBILITY Ur 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 Q SPECIFIED. C ! 11 L,� SHEET NUMBER: Q N.T.S. _. N.T.S. N.T.S. 1 H 308 304 1305 07.00. 07.01 0,00.20 SINGLE USER SIZE: DRINKING FOUNTAIN NOTES KEN McCRACKEN, 1. 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 -kcii ctur- Program- iuf-- ••-Management Permitting TOILET COMPARTMENT SIZE: BE SUBSTITUTED FOR TWO SEPARATE DRINKING FOUNTAINS. 59"MIN. 59" MIN. 3. UNITS SHALL HAW A CLEAR FLOOR OR GROUND SPACE POSITIONED FOR A FORWARD APPROACH AND CENTERED ON 38 EXECUTIVE PARK -/®FLOOR MOUNTEDWCJ /@ FLOOR MOUNTEDWC' 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. ®W�MOUNTED WC 0 WALL MOUNTED W CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL. 5. OPERABLE PARTS SHAT BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING,OR Contac[:Jeff Lederman TWISTING OF THE WRIST.THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS. 19491430-7051 _- ., TOILET COMPARTMENT DOORS: 5" 6. SPOUT OUTLETS SHALL BE 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. jliedennan�pmdgirx.com 15'• MIN. 7. THE SPOUT SHALL BE LOCATED 15 INCHES MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES MAXIMUM FROM THE I I. TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION 404 EXCEPT THAT IF THE APPROACH IS -/ ,' -I` VIP ILO � FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. Z Z 0 z 0 TO THE LATCH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE STALL AND ANY OBSTRUCTION �' B. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES MAXIMUM SHALL BE 42 INCHES MINIMUM. or FROM THE FRONT OF THE UNIT.THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO b I! Z. DOORS SHALL BE LOCATED IN THE FRONT PARTITION OR IN THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. b 3. WHERE LOCATED IN THE FRONT PAf2 TITfON, THE DOOR OPENING SHALL BE 4 INCHES MAXIMUM FROM THE SIDE WAIL OR PARTITION THE FRONT FACE OF THE UNIT.WHERE SPOUTS ARE LOCATED LESS THAN 3 INCHES OF THE FRONT OF THE UNIT,THE OTHER FARTHEST FROM THE WATER CLOSET. WHERE LOCATED IN THE SIDE WALL OR PARTITION, THE DOOR OPENING SHALL BE 4 INCHES7 ANGLE OF THE WAT> R SCREAM SHALL BE 30 DEGREES MAXIMUM.WHERE SPOiJTS A2E LOCATED BETWEEN 3 INCHES AND FIXTURES NOT MAXIMUM FROM THE FRONT PARTITION. �� 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT,THE ANGLE OF THE WATER 51 REAM SHALL BE 15 DEGREES JEFF LJEDERMAN,ARCHITECT ALLOWED WITHIN WC = 4. THE DOOR SHALL BE SELF-CLOSING. o gill MAXIMUM. °`[`"'' ,c, CLEAR SPACE DOOR SHP,LL NOT 5. A DOOR PULL COMPLYING WITH SECTION 404.2.6 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. �- 9. SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38 INCHES MINIMUM AND 43 INCHES SWING INTO THE 6. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. (4j > jIItt � REQUIRED MINIMUMPi AREA r,� Mf1XIMUM ABOVE THE FINISH FLOOR OR GROUND. OD AI C I] COMPARTMENT TOE CLEARANCE: J � i-f `!'l 0 'y/�' SIZE OF CLEARANCE AT SIDE OUT-SWINGING DOOR SIDE IN-SWINGING DOOR 1. THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9 INCHES MINIMUM ABOVE THE O C3 KENNETH J. WATER CLOSETS IN FINISH FLOOR AND 6 INCHES DEEP MINIMUM BEYOND THE COMPARTMENT-SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION M RACKS SINGLE USER RESTROOM SUPPORT MEMBERS. 2. COMPARTMENTS FOR CHILDREN'S USE SHALL PROVIDE A TOE CLEARANCE OF 12 INCHES MINIMUM ABOVE THE FINISH FLOOR. • 3. TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQUIRED INA COMPARTMENT GREATER THAN 66 INCHES WIDE. - AM S, WA 59"MIN. _ 59" MIN. DRINKING FOUNTAIN DRINKING FOUNTAIN License#5599 ®FLOOR MOUNTED WC '0 FLOOR MOUNTED WC/ AMBULATORY ACCESSIBLE COMPARTMENTS: SPOUT LOCATION ELEVATION -7 �� 5b"MIN. 56MIN. + 7 ..- 1. AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE A DEPTH OF 60 INCHES MINIMUM AND A WIDTH OF 36 INCHES. OF O� w WALLMOUNiED WC ®WALL MOUNTED WC 2. TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION 404, EXCEPT THAT IF THE APPROACH 1S TO THE LATCH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY ALTERNAT (I) OBSTRUCTION SHALLBE 42 INCHES MINIMUM. THE DOOR SHALL 8E SELF-CLOSING.A DOOR PULL COMPLYING WITH SECTION tiVK1NG F®lf �,;+ ��''�Ig N.T.S. O B/26/2020 ''�� '��, ; DOONNN LOCATION 404.2.6 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. TOILET COMPARTMENT DOORS SHALL NOT SWING INTO THE MINIMUM REQUIRED COMPARTMENT AREA i io9.s,aoz .� ■ p� 2°, K.'Mi'155 O I Z O Z F • OVERLAP: a CONSULTANT: I S '--, _----",-13 1/2" MIN. 1. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMIT I I ED TO OVERLAP THE WATER CLOSET,ASSOCIATED GRAB !3 1/2" MIN. = , -4" MAX. BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES,ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND 4 MAX. CLEARANCES REQUIRED AT OTHER FIXTURES,AND THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED 42" MIN. \ DOOR INTO THE WITHIN THE REQUIRED WATER CLOSET CLEARANCE. I REQUIRED MINIMUM WATER CLOSET: AREA THE COMPOARTMENT [] 1. THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE END OUT-SWINGING DOOR END IN-SWINGING DOOR TOILET COMPARTMENT WATER CLOSET SHALL BE 16 INCHES MINIMUM TO 18 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION, EXCEPT THAT THE NSULATE PIPES g -I' DOORS WATER CLOSET SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION IN THE AMBULATORY m ACCESSIBLE TOILET COMPARTMENT. -J 2. THE SEAT HEIGHT OFA WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM 'k MEASURED TO THE TOP OF THE SEAT, SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. SEATS SHALL BE 2 INCHES LAVATORY ELEVATION CIN- -PARTmON -PARTITION HIGH MAXIMUM. -�{� L______i_r____J + z • LAVATORY NOTES: WALL HUNG TYPE STALL TYPE ,' / 6" MIN. 6" MIN. 1. A CLEAR FLOOR SPACE POSITIONED FOR A FORWARD APPROACH,AND KNEE AND TOE URINAL NOTES: CLEARANCE SHALL EE PROVIDED. 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 TOE MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. - , T - T #`. \ -.`,,- \ _ \ CLEARANCES. Z. URINALS SHALL BE 13-1/2 INCHES MINIMUM MEASURED FROM THE OUTER FACE OF Pi Imo- 9" MIN. all-- T.,,,_12" MIN. I 3. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM THE URINAL RIM TO THE BACK OF THE FIXTURE. Z mer } N- OR COUNTER SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 3 A CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE \ Z 4. CONTROLS FOR FAUCETS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE W --;,-----1I] TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST.THE FORCE REQUIRED TO PROVIDED. Z iv 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 SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALLNOT REQUIRE TIGHT W >- 6" MIN. ADULT CHILDREN 36" [1 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. 4 ¢ ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. X Z TOE CLEARANCE TOE CLEARANCE AMBULATORY COMPARTMENT N.T.S. I N.T.S. URINALSN.T.S. 13.604 - 16 07 na2o 0-,0. 07.08 ■ GRAB BAR NOTES: CLEAR SPACE z 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 ONTHE REAR WALL FIXTURE. 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 INDIVIDUAL USE AND A 30 INCH X 48 INCH 54" MIN. `° MAXIMUM FROM THE REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM THE REAR �� CLEAR FLOOR SPACE IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, 2" MAX. 0' WALL. L _ DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED 3. A VERTICAL GRAB BAR 18 INCHES MINIMUM IN LENGTH SHALL BE MOUNTED WITH THE I FOR ANY FIXTURE 42" MIN. ,% BOTTOM OF THE BAR LOCATED 39 INCHES MINIMUM AND 41 INCHES MAXIMUM ABOVE THE FLOOR,AND WITH THE CENTER UNE OF THE BAR LOCATED 39 INCHES MINIMUM AND 111, Z TOILET ROOM ACCESSORIES _- 41 INCHES MAXIMUM FROM THE REAR WALL. - I. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM li m 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. 7n m CENTERLINE OF THE WATER CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES 2. COAT HOOKS SHALL BE LOCATED WITHIN 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR. `� MINIMUM ON THE OTHER SIDE. DISPENSER UNIT LOCATION 3. SHELVES SHALL BE LOCATED 40 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH M 'F 5. THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24 INCHES LONG MINIMUM, CENTERED FLOOR. Z _ ON THE WATER CLOSET, WHERE WALL SPACE DOES NOT PERMIT A LENGTH OF 36 INCHES 4. WHERE TOWEL OR SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, OR OTHER ACCESSORIES Z IN SIDE WALL GRAB BAR MINIMUM DUE TO THE LOCATION OF A RECESSED FIXTURE ADJACENT TO THE WATER ARE PROVIDED IN TOILET FACILITIES,AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN LI IN N I CLOSET. ACCESSIBLE ROUTE.ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 48 INCHES MAXIMUM IV 6. GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF 1-1/4 ABOVE THE FINISH FLOOR. 1-1/2"_A- INCHES MINIMUM AND 2 INCHES MAXIMUM. -- 5. TOILET PAPER DISPENSERS SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF I ' MIN. 1 7. THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES. THE SPACE THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE - 36" MIN.-t BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE DISPENSER SHALL BE BELOW THE GRAB BAR, 18 INCHES MINIMUM ABOVE THE FINISH FLOOR AND -�a I 24" MIN. I 12" MIN. -'V- 1-1/2 INCHES MINIMUM. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS TO MIRROR SHALL NOT BE LOCATED BEHIND GRAB[BARS. DISPENSERS SHALL NOT BE OF A-TYPE THAT ABOVE SHALL BE 12 INCHES MINIMUM. 1, I' f °9ljdjSURFACE CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. 0 / \ i /i PROJECTING OBJECTS RECESSED OBJECTS 8. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36 _J INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. SPACING OF GRAB BARS 9. GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE bp OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. TRANSFER SIDE 10. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. I' - T g =� I 1 1. GRAB BARS SHALL BE INSTAL I FD IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT THE SPECIFIED LOCATIONS AND THAT DOES NOT OBSTRUCT THE REQUIRED CLEAR FLOOR SEAT TOWEL WASTE PRODUCT TOWEL SOAP MIRROR SPACE. COVER & DISPENSER r, _, 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 EAR, TOILET ROOM ACCESSORIES FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. '1,' D. _-,7 DESCRIPTION IN.T.S. I N.T.S. 08/24/20 NTIAL AGENCY SUBMITTAL 1604.609 1603,64 07 Dano 07.06, - ... TOE CLEARANCE - 1. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR GROUND AND 9 INCHES ABOVE THE FINISH FLOOR OR GROUND SWILL BE CONSIDERED TOE CLEARANCE. (- - - - - Z' 2. TOE CLEARANCE SHALL EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT. - O li'' 3. WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR SPACE,THE TOE N } I o CLEARANCE SHALL EXTEND 17 INCHES MINIMUM BENEATH THE ELEMENT. �""" '�' � CD an 21 �MIN. L - - - m` 4. SPACE EXTENDING GREATER THAN 6 INCHES BEYOND THE AVAILABLE KNEE CLEARANCE AT 9 INCHES N ABOVE THE FINISH FLOOR OR GROUND SHAT NOT BE CONSIDERED TOE CLEARANCE. 5. TOE CLEARANCE SHALL BE 30 INCHES WIDE MINIMUM. N1 6" MAX. I7"-25"1 -- -.--- - co_ ` ELEVATION PLAN KNEE CLEARANCE O 1. SPACE UNDER AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FINISH FLOOR OR GROUND TOE CLEARANCE SHALL BE CONSIDERED KNEE CLEARANCE. -I 2. KNEE CLEARANCE SHAM 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 -- CLEARANCE SHALL BE 11 INCHES DEEP MINIMUM AT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND, DRAWN "c- 2 ANDV8 INCHES DEEP MINIMUM AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND. CHECKED BY: c , Q, r - - -- - 7 -mak- 4. BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FINISH FLOOR OR GROUND,THE KNEE CLEARANCE SHALL CO Z z BE PERMITTED TO REDUCE ATA RATE OF I INCH IN DEPTH FOR EACH 6 INCHES IN HEIGHT. 'BARCH, PROJECT NO.; `` \ j 5. KNEE CLEARANCE SHALL BE 30 INCHES WIDE MINIMUM. eV n A2O®®4co N ,,I� m I�IVi � )( � 25" � -'h tx SHEET NAME: U l MAx. ANSI Al 1 7. 1 z ll" MIN.-I ELEVATION PLAN ACCESSIBILITY o DET® LS Q KNEE CLEARANCE J ', SHEET NUMBER: Q .. _ I N.T.S. - 13a6 - z 0708.10 KEN McCRACKEN, ARCHITECT 38 EXECUTIVE PARK /-------------\0\\\ v. SUITE 310 uu°` \\\��\\` I IRVINE, G°�92614 `��,u��\u„ \ , Contact Jeff IJedesrnan I \ \ / ♦ man 4347051 \a\\ ‘11:\\\\ \ 1 I , Jliederrriargiri[.mrn 9111111111118111:11111411111111111 ' `\ 1 ' ' • A102.10 A02.11 II 00 /1"'' 00 / wv 4°. �\ ♦ JEFF UEDERMAN,ARCHITECT \ ,,,N. • SEAL: , \ \\\ 4 -1; n\ .. -- ,,, \ eL\\\ g.a„..,--C-- ..,. ‘•• 1O\A„.. \ ♦ , �ED ARc • 77, , \ ♦ �\ ti� \ ♦ , KENNETH J. \ \ \ \ \ \ M RACKE 1'0 (?�' ♦ AM S, WA ` , , (� Ucense#5599 \-- 110 10 �' 08/26/2020 • 1195® • •0\100 ♦ K1W2655 r•Ji 46,520 S.F.1 1959 •' �''� COMMERCIAL ♦♦ CONSULTANT: BUILDING, >. �, air s N.I.C. t 3 c ' 44 \V--. ..,001111 rli \ % ...•••. a . A.111110• A.. .. •••I: •+ + fir••' ♦ \'' r``' \t"----'..... tea• ✓' 'ate* /. L__________ _ _ ... ... ... -.- - .- li'' ifi \ --,., ill • . 0 \\ 111111ill colli4111111:11111 Xtif W } 12000 x N.I.C. //. • \ ilk ..../ opso , • T }}1unx r 4,6AIIt 11111111 I�I{I, ��y I��ltl�� I} YY Y C4 Al, 11” 'l��`l�l��t�,,lltil,,..,, {,,;,. �l I��,ux lll�ll,INl \\.. ,11 UIt,llt,,'I` \: X11 Bltitlt,mm�ll, I111111,, 1`I Il,li,t' u`Ilti�ll `7i;1'li}`Ill 1111t'�l'��11, 1111,1r��1' 1111";1;1,11111 ��11 _ �, � .�, "'1' '�lll�ti' �1111� I41,ill,llul,l .,II ,, ', �111jt,11h %"= tot M it rr) /N. ,: r -� 12 060 -----0• /a, , MZ ZL0LJ (Nr-N-....i1. �fr-o 8 r N.I.C. 1 lilk i /IIP I ati 4..... Ali 0 a1 ItY •I fr is 6 Irrisasesessailies %I ? -:(:- / � , 7 I �. 1\i'l210® :-/ r,n 7 1111111* • c� W ~ 1 g232 N.I.C. i a � � • % N.i.c. •VE DESCRIPTION `r' 12150airegi4iiiiiiii �is. o � �� 0. � 08R4/2D N11NL./K�NCYAJ9u1fITi5L //, ! — �, 04 N.I.C l Cop, i\of __� �� _ 4.4 ' = C\1 rei JO ,41,•- 0 z. V" 11. C\I O __� J KEY DESCRIPTION - Q 111111"...' INSCOPE OF WORK LIMIT UNE DRAWN gY: MP ~ —� CHECKED 6Y: VK 1 - - (E) PROPERTY IJNE00 !ARCH.PROJECT NO.: 7 ©i (E)ACCESSIBLE PARKING BKM20004 SHEET NAME: } ** FOR * ** NOTE: _E _ _E _ -4- -4- _ (E)ACCESSIBLE PATH TO PUBLIC WAY EXISTING SITE PLAN `• FCR REFERENCE ONLY NO CHANGESJ ,: FEERENCEfl o120 180 24fl ONLY" *FOR REFERENCE ONLY Q 0 SHEET NUMBER: J SCALE: 1°=60.-0° NORTH Q , 1pOVEAL 9 (FOR REFERENCE O rM) 1.=60, I— S5i NM1P50 ~ 1 _ Z I - - --. -- -I ._ -_ ( # ) KEYNOTE DESCRIPTION KEN McCRACKEN, Q © 1 © I I I. (E) EXTERIOR WALL TO REMAIN, PROTECT IN PLACE. ARCHITECT 1 Attitecoie•Program Management••Pe tniallg 4\ 1 2. (E) DOOR TO REMAIN. INSPECT, PATCH & REPAIR TO ASSURE IN GOOD O �40 , 1 a P ll , R_. it WORKING ORDER 38 EXECUTIVE PARK ..\••\4O� 0 i SUITE 310 0 3. (E) STOREFRONT SYSTEM TO REMAIN. PROTECT IN PLACE. IRVINE CA 92614 Q� 14 ® 1 j ® 4. (E) ELELI RICAL ROOM TO REMAIN. Contact:Jeff Liederman <( 1 [949]4347051 f, 1 5. E COLUMN TO REMAIN. PROTECT-IN-PLACE. GC TO INSPECT GYP. BD. Jliederman®pmdginc.com I I I FINISH, PATCH, REPAIR, PAINT AS NECESSARY. \\\\ I I 3 1 - � I -TI 6. (E)WALL PARTITION TO REMAIN. PATCH CRACKS, HOLES, DAMAGED AREAS ....\ 1 1/ III AS NEEDED TO RECEIVE NEW PAINT ,--.> LH --__=-_¢__ 1 7. REMOVE EXISTING FLOORING IN THEIR ENTRY INCLUDING BUT NOT \�` I I UMITED TO TILE,VCT, ETC. DOWN TO EXISTING CONCRETE SLAB- ALL-IN ,,.•I I I CRACKS, PITTING, ETC.AS REQUIRED-CLEAN & PREPARE SLAB AS JEFF UEDERMAN,ARCHITECT SED ��\� � REQUIRED PER NEW FINISH & MANUFACTURING REQUIREMENT. �` /4/ 111-_ LL== y{ 8. REMOVE ALL INTERIOR WALLS INCLUDING GYP. BOARD, STUDS, PLATES, QED AR e,, ANCHORS, BLOCKING, BRACING, ETC. -GENERAL CONTRACTOR SHALL `- VERIFY AND LOCATE ALL STRUCTURAL WA IC INCLUDING BEARING WALLS, -\C �is/ 6 16 - --- SHEAR WALLS, ETC.AND COMPLY WITH DEMOLITION GENERAL NOTE 13. KENNETH J. /� T� 9. REMOVE EXISTING SUSPENDED CEILING ASSEMBLY INCLUDING UGHT M RACKS FIXTURES, DIFFUSERS, DUCTS, METAL SUSPENSION, TILES, ETC.AND • © L L..../A` J -- P\ � EXPOSE STRUCTURAL SYSTEM. - AM S, WA � License#5599 10. COMPLETELY REMOVE ALL UGHT FIXTURES. CUT AND CAP POWER AND c I' ELECTRICAL RM. III CONDUITS TO PANEL. TYP. �� j� 19 --- 11 . COMPLETELY DEMOLISH AND REMOVE ALL HARD UD GYP. BD. CEILINGS 0� I 4 ) AND ASSOCIATED FRAMING. TYP. 08/26/2020/Z6 j ZO � � ;LI 20 Q a j 12. REMOVE ALL(E) ELEC. SUB PANELS. CUT&CAP POWER AND CONDUITS NP. I TO MAN PANEL GC TO ENSURE REMOVAL OF SUB-PANELS DOESNT KJM/2655 - `' I INTERFERE W/INFRASTRUCTURE LEADING TO ELECTRICAL ROOM. ' --------\---__.___O" 6 1 13. (E) RESTROOMS TO REMAIN. G.C. TO INSPECT(E) FIXTURES AND INSURE IN - CONSULTANT: GOOD WORKING AND COSMETIC CONDITION. 3 14. COMPLETELY REMOVE (E) STOREFRONT ASSEMBLY AND SAW CUT(E) v - -- -- -- 1 CONC. WALL ABOVE STOREFRONT TO CREATE 10'-0'W x 10'-0"H 5 ri- f lc _ = - _ OPENING. PREP OPENING TO RECEIVE (N) ROLL-UP DOOR. =Lf1I II / \ II I 1 1 , 15. FURRED WALL AT PERIMETER OF EXTERIOR WALL TO REMAIN. INSPECT, 6 IL--/ \" r1-=-7- -J -� I PATCH, REPAIR FINISH AS NECESSARY. I I I I 16, CAREFULLY REMOVE (E) HERCUUTE GLASS WALL SYSTEM AND SAFELY J F I STORE FOR REUSE 1N T.I. n1- 1 I I 17. COMPLETELY REMOVE (E) PLUMBING FIXTURE. CUT&CAP(E) PLUMBING � I 0 UNES BELOW SLAB. G.C. TO SALVAGE &REUSE (E) FIXTURES WITH APPROVAL BY OWNER. I ' 18. REMOVE (2) SAYS OF STOREFRONT AND PREP OPENING FOR (N) I I L STOREFRONT DOOR. � 1 r 19. (E) GAS METERS TO REMAIN. PROTECT-IN-PLACE. I I c I I 1 20. (E) ROLL-UP DOOR TO REMAIN. GC TO INSPECT IF IN GOOD WORKING I EXISTING I AND COSMETIC CONDITION. H BUILDING i 3 il I 6_) 1.J 1 16 1 E " 4 1. ALL SUBCONTRACTORS WILL BE RESPONSIBLEX FOR REMOVAL OFOWN DEBRIS. Z zri I I L 2. GENERAL CONTRACTOR SHALL MAKE NECESSARY ARRANGEMENTS TO PROVIDE SECURED STORAGE FOR !� I 1-- _-r ALL REUSABLE MATERIALS. III I 1 4O • /1 0 3. 'AS-BUILT' DIMENSIONS AND EXISTING CONDITIONS MAY NOT HAVE BEEN VERIFIED. = r DISCREPANCY BETWEEN ACTUAL BUILD-OUT AND DEMOLITION PLANS MAY EXIST. \ I I 7 I CONTRACTOR TO FIELD VERIFY. 8 4. GENERAL CONTRACTOR ALONG WITH SUBCONTRACTORS&EQUIPMENT VENDORS SHALL VISIT THE ,r' I i g _ 1 16 PROJECT SITE TO EVALUATE ALL ELECTRICAL MECHANICAL&PLUMBING SERVING EXISTING CAR WASH r= 10 EQUIPMENT TO DETERMINE WHAT CAN BE RE-USED. N T A-PART _ I I3 5. GENERAL CONTRACTOR SHALL VISIT THE PROJECT SITE TO VERIFY ALL FIELD CONDITIONS AS THEY RELATE r- I � TO DEMOLITION INDICATED ON THIS PLAN. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY DISCREPANCY IS ! FOUND. i_ 6. GENERAL CONTRACTOR SHALL EXECUTE ALL DEMOLITION AND REMOVAL CAREFULLY, SO r r 1 r r i AS TO MINIMIZE INTERFERENCE WITH EXISTING CONDITIONS, NEW CONDITIONS, OR SITE I I I II CONDITIONS. IF ANY STRUCTURAL COMPONENTS ARE UNCOVERED UNEXPECTEDLY L) I I I DURING DEMOLITION,THE GENERAL CONTRACTOR SHALL STOP WORK IMMEDIATELY I I II I Q AND NOTIFY THE ARCHITECT AT ONCE. i I I I ® 1 7. WHERE PLUMBING, MECHANICAL OR ELECTRICAL SYSTEMS/ITEMS ARE SPECIFIED TO BE i . PE �I- 1 1�I I ' REMOVED, THE GC SHALL ENSURE THAT THE SYSTEMS ARE ABANDONED/SEALED/CAPPED PIA inn II �� I �/ II �/ II ,/ 111 1 �/ III TO THE EXTENT THAT THEY IN NO WAY INTERFERE WITH FINAL FINISH CONDITIONS. T. 7 rN _ I __ _ __ _ __ I I __ __ THERE SHALL BE NO INDICATION OF PREVIOUS INSTALLATION WHATSOEVER. ANY L� - J__- -- - -- - -- -- -- I DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AT ONCE. I I 8. WHERE EXISTING WA1 I C, CASEWORK, FIXTURES, EQUIPMENT, ETC.ARE TO BE REMOVED, &L , I r--, 2 NEWLY REVEALED SURFACES SHALL BE CLEANED SO AS TO ACCEPT NEW FINISH w MATERIALS AS IDENTIFIED IN ROOM FINISH SCHEDULE. ALL UNNECESSARY BRACKETS, - I- I- ---If --FI I 14 N O CUPS, HANGERS, NAILS, LEDGER BOARDS, ETC. THROUGHOUT THE SPACE SHALL BE r I \ - II I ;o G REMOVED. WORK SHALL BE PERFORMED SO AS TO LEAVE NO INDICATION OF PREVIOUSIlk -.J k ^ w DEMOLITION. _ �; I 0 9. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE ANY AND ALL SAW CUTS OF eipimmimmiimmamemo m1 t EXISTING CONCRETE SLAB WITH THE WORK OF OTHER TRADES. ALL SLAB CUTS/REMOVAL '' I SHALL BE MINIMIZED WHEREVER POSSIBLE. CONCRETE INFILL AT AREAS OF SAWCUT IS TO TYP. F.6iT BE OF MINIMUM THICKNESS CONSISTENT WITH EXISTING CONCRETE SLAB. NEW - CONCRETE INFILL MUST BE ABLE TO PASS THE CALCIUM CHLORIDE TEST OF 3 LBS. OR LESS 16 IIIPER 1000 SQ. FT.WITHIN 30 DAYS OF POUR. _ U L 10. IRREGULARITIES IN THE EXISTING FLOOR SLAB, OR ANY CREATED DURING THE / I r DEMOLITION PROCESS SHALL BE IMPROVED TO A SMOOTH FINISH IN PREPARATION FOR 1� 1 I I NEW FINISHES.ABRUPT FLOOR LEVEL CHANGES ARE TO BE GROUND/FLOATED FOR U U SMOOTH PATHS OF TRAVEL FLOAT MATERIAL IS TO BE SUITABLJE FOR FUTURE REV DATE DESCRIPTION 11 1 2 APPUCATION OF INTERIOR IMPROVEMENT FINISHES. CONFIRM EXISTING CONCRETE SLAB 6 I I 14 w TO BE A MIN. OF 4"THICK AND SUITABLE FOR INSTALLATION OF BOTH CARPET AND oert4a0 1NIRH.AG94C'9. MRITAL Ip....._____...----(j N OO TILE.{I.E., MUST PASS THE CALCIUM CHLORIDE TEST OF 3 LBS. OR LESS PER 1 000 SQ. FT.) I I Ii vi , WITHIN 30 DAYS OF POUR. II IJ I 1 Pr � �}-� Li.1 1 [. WHERE LANDSCAPE IS DISTURBED DURING DEMOLITION, EVERY EFFORT TO RELOCATE _ I I Q I I Q 6 Q 1 I \\ 0 PLANTINGS TO AVAILABLE GROUND LOCAL TO THE AREA OF WORK MUST BE MADE. ANY Ii I 1 II - MI w EXISTING IRRIGATION SYSTEMS THAT SUPPLY THE AREA OF DEMOLITION OR THAT SUPPLY 18 ) I I I i 7 19 ©OTHER LANDSCAPE AREAS BEYOND,ARE TO BE PROTECTED DURING DEMOUTION TO 0 11 I II ENSURE CONTINUED OPERATION. SYSTEMS NO LONGER NEEDED DUE TO DEMOUT1ON CV j/-( 4 ) ARE TO BE CAPPED AT THE DEMOUTION BOUNDARY. 0 I .1 I _--- G== == - DUSTING "s. I ® 12. AT PATCHES TO EXISTING CONCRETE SLAB, INFIUS LESS THAW 1 S.F. CAN BE PREPARED BY CV ELECTRICAL RM. = C r 1 SCARIFICATION OF EXISTING FACES. PATCHES OVER 1 S.F. REFER TO SLAB INFILL NOTE, �- J. THIS SHEET. CV Q Q 6 13. VERIFY STRUCTURE & LOAD BEARING WALLS BEFORE ANY WALLS ARE REMOVED. PROVIDE 7'-B' --- - 00 6 �� SHORING BRACING AS REQUIRED TO MAINTAIN STRUCTURAL STABILITY OF EXISTING - I. 0 DEMO STOREFRONT EXISTING STRUCTURE DURING DEMOLITION. CEASE OPERATIONS AND NOTIFY THE ARCHITECT JANITOR IMMEDIATELY If THE STRUCTURE APPEARS TO BE ENDANGERED. DO NOT RESUME I LI 11 i Q �\ """ 16 3 OPERATIONS UNTIL CORRECTIVE MEASURES HAVE BEEN WEN.iii-is____ SEE I/AO'�.OI SEE I/A02.OI0 1 r:-11 MATC.HL I NE MATGHL!NE 4i1j �ti r_� DRAWN BY: MP C LI c73 11) CHECKED BY: VK c EXISTING L °Y DESCRIPTION m RESTRQOMS ARCH. PROJECT NO.: D (E)WALL CONSTRUCTION TO REMAIN BKM 2000L- co 7 ® 7 , ,I I \\ SHEET NAME: I II = ,- - (E) CONSTRUCTION TO BE DEMOLISHED 0 = 1 1 I I I I 1 PARTIAL!L ®EMO Z 11 II Il I I 11 c 1 I 6 1 I 1 1 I�-__-1 (E) STOREFRONT WINDOW TO BE REMOVED L- - - - 14 ,_ FLOOR PLAN Q © 11 11 1. ; 6 NORTH SHEET *POSER: Q eI' PARTIAL LOO PSN 1/13"= I.0" I �. I z { # ) KEYNOTE DESCRIPTION KEN McCRACKEN, 1. (E) EXTERIOR WALL TO REMAIN, PROTECT IN PLACE. ARCHITECT Arritecnre•Plogam Manager x PermitUng 2. (E) DOOR TO REMAIN. INSPECT, PATCH & REPAIR TO ASSURE IN GOOD WORKING ORDER 38 EXECUTIVE PARK 3. (E) STOREFRONT SYSTEM TO REMAIN. PROTECT IN PLACE. SUITE 310 IRVINE, CA 92614 --='- 1I © ! I © 6 © II \ O 4. (E) ELECTRICAL ROOM TO REMAIN. Contact � I ! ! I I � �� I I I ---1"--I 1949)430-7051 i-C 18U I I T 1 5. (E) COLUMN TO REMAIN. PROTECT-IN-PLACE. GC TO INSPECT GYP. BD. jliedertnan�xndgirx.com It 1 1 r- � I I FINISH; PATCH, REPAIR, PANT AS NECESSARY. 4G y 01 le ® ' 6. [E)WALL PARTITION TO REMAIN. PATCH CRACKS, HOLES, DAMAGED AREAS "�"`�' DOSTING C , AS NEEDED TO RECEIVE NEW PAINT -- ELECTRICAL RM. C Jr --- 7. REMOVE EXISTING FLOORING IN THEIR ENTRY INCLUDING BUT NOT Q Q 6 LIMITED TO TILE,VCT, ETC. DOWN TO EXISTING CONCRETE SLAB-FILL-IN JEFF LIEDERMAN,ARCHITECT 6 �, �- EXISTING {' CRACKS, PITTING, ETC.AS REQUIRED-CLEAN & PREPARE SLAB AS SEAL DEMO STOREFRONT REQUIRED PER NEW FINISH &MANUFACTURING REQUIREMENT. JANROR © _.. _ 8. REMOVE ALL INTERIOR WALLS INCLUDING GYP. BOARD, STUDS, PLATES, 16 ANCHORS, BLOCKING, BRACING, ETC. -GENERAL CONTRACTOR SHALL � AR SEE IIAO2.O� SEE I/AO2.00 VERIFY AND LOCATE ALL STRUCTURAL WAIS INCLUDING BEARING WALLS, �� D �� °.!1.1) SHEAR WALLS, ETC.AND COMPLY WITH DEMOLITION GENERAL NOTE 13. C KENNETH J. MATGHL INE - - - - - - - - - �, - - - - I -- - - - - - - - - - MATGHL I NE M RACKE 9. REMOVE EXISTING SUSPENDED CEILING ASSEMBLY INCLUDING LIGHTct. FIXTURES, DIFFUSERS, DUCTS, METAL SUSPENSION, TILES, ETC.AND • EXISTING L-, EXPOSE STRUCTURAL SYSTEM. AM S, WA RESTROOMS - 7 _ ___ Fl--_, -�- 10. COMPLE I ELY REMOVE ALL LIGHT FIXTURES. CUT AND CAP POWER AND L�� License#5599 �� ii ® I I \ 1111 CONDUITS TO PANEL. TYP. qT OF � _ * 1 1. COMPLETELY DEMOLISH AND REMOVE ALL HARD UD GYP. BD. CEIUNGS AND ASSOCIATED FRAMING. TYP. � � r 1 08/26/2020 I I = I I 6 I ! I II I F Z 12. REMOVE ALL(E) ELEC. SUB-PANELS. CUT&CAP POWER AND CONDUITS LI- = -- _= J I I 0 TO MAN PANEL. GC TO ENSURE REMOVAL OF SUB-PANELS DOESNT KJM/2655 I I I INTERFERE W/INFRASTRUCTURE LEADING TO ELELI RICAL ROOM. k 14 C___3_)-h-________.....: I I O CONSULTANT: ! !3. (E) RESTROOMS TO REMAIN. G.C. TO INSPECT [E) FIXTURES AND INSURE IN L- - GOOD WORKING AND COSMETIC CONDITION. Lu O I4. COMPLETELY REMOVE (E) STOREFRONT ASSEMBLY AND SAW CUT(E) 1 uj CONC.WALL ABOVE STOREFRONT TO CREATE 10'-0'W x 10'-0"H all N 7 I OPENING. PREP OPENING TO RECEIVE (N) ROLL-UP DOOR. TY'. Q 15. FURRED WALL AT PERIMETER OF EXTERIOR WALL TO REMAIN. INSPECT, ® 16 ® 1 PATCH, REPAIR FINISH AS NECESSARY. - - 1 I 1'- 16. CAREFULLY REMOVE (E) HERCUUTE GLASS WALL SYSTEM AND SAFELY ISTORE FOR REUSE IN T.I. 7 �z 17. COMPLETELY REMOVE (E) PLUMBING FIXTURE. CUT&CAP(E) PLUMBING "_ LI INES 0 ONES BELOW SLAB. G.C. TO SALVAGE & REUSE (E) F1XTURES WITH 9 r I IL APPROVAL BY OWNER. r� 1 CD w 101 = h I i•, p 18. REMOVE (2) BAYS OF STOREFRONT AND PREP OPENING FOR (N) 1 I I I I I I :o v~i STOREFRONT DOOR. I 11 II © _ I I I IFI • ^ - 19. (E) GAS METERS TO REMAIN. PROTECT-IN-PLACE. I II II I II I i i I 14_I - 0 20. (E) ROLL-UP DOOR TO REMAIN. GC TO INSPECT IF IN GOOD WORKING I III I I AND COSMETIC CONDITION. Ism .L Z I it W i - II ' X Z W z • II �7 ` n 1. ALL SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVAL OF OWN DEBRIS. z a I rin I I j 2. GENERAL CONTRACTOR SHALL MAKE NECESSARY ARRANGEMENTS TO PROVIDE SECURED STORAGE FOR III I Q 0 I I3 ALL REUSABLE MATERIALS. E U3 I I I I 3. "AS-BUILT" DIMENSIONS AND EXISTING CONDITIONS MAY NOT HAVE BEEN VERIFIED. 1I � Q j I I I DISCREPANCY BETWEEN ACTUAL BUILD-OUT AND DEMOLITION PLANS MAY EXIST. L J I I = CONTRACTOR TO FIELD VERIFY. r _ 1 4. GENERAL CONTRACTOR ALONG WITH SUBCONTRACTORS&EQUIPMENT VENDORS SHALL VISIT THE I I I _ PROJECT SITE TO EVALUATE ALL ELECTRICAL, MECHANICAL,&PLUMBING SERVING EXISTING CAR WASH I I ` I I I I I EQUIPMENT TO DETERMINE 1></l IAT CAN BE REMISED. 5. GENERAL CONTRACTOR SHALL VISIT THE PROJECT SITE TO VERIFY ALL FIELD CONDITIONS AS THEY RELATE 0 ! f I ell I - TO DEMOLITION INDICATED ON THIS PLAN. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY DISCREPANCY IS ® I!�;, FOUND. 1 i' I I 1 6. GENERAL CONTRACTOR SHALL EXECUTE ALL DEMOLITION AND REMOVAL CAREFULLY, SO 11 I I AS TO MINIMIZE INTERFERENCE WITH EXISTING CONDITIONS, NEW CONDITIONS, OR SITE M LU II !I L I I I 11 1 CONDITIONS. IF ANY STRUCTURAL_COMPONENTS ARE UNCOVERED UNEXPECTEDLY U 11 r---- ----• I , 1 I DURING DEMOLITION,THE GENERAL CONTRACTOR SHALL STOP WORK IMMEDIATELY L I I I AND NOTIFY THE ARCHITECT AT ONCE. L I I b © 7. WHERE PLUMBING, MECHANICAL OR ELECTRICAL SYSTEMS/ITEMS ARE SPECIFIED TO BE 3 I REMOVED, THE GC SHALL ENSURE THAT THE SYSTEMS ARE ABANDONED/SEALED/CAPPED PIA M I I TO THE EXTENT THAT THEY IN NO WAY INTERFERE WITH FINAL FINISH CONDITIONS. _ Z THERE SHALL BE NO INDICATION OF PREVIOUS INSTALLATION WHATSOEVER. ANY - WI NI I 1 DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AT ONCE. 0 NI EXISTING I I 8. WHERE EXISTING WALLS, CASEWORK, FIXTURES, EQUIPMENT, ETC.ARE TO BE REMOVED, I I NEWLY REVEALED SURFACES SHALL BE CLEANED SO AS TO ACCEPT NEW FINISH © BUILDING 1_ J MATERIALS AS IDENTIFIED IN ROOM FINISH SCHEDULE. ALL UNNECESSARY BRACKETS, A -ryp' "-" j _ - 1 CUPS, HANGERS, NAILS, LEDGER BOARDS, ETC.THROUGHOUT THE SPACE SHALL BE ( 7-1 _ ` I 1 I REMOVED. WORK SHALL BE PERFORMED SO AS TO LEAVE NO INDICATION OF PREVIOUS 0DEMOLITION. in AI I 1 9. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE ANY AND ALL SAW CUTS OF I I ' EXISTING CONCRETE SLAB WITH THE WORK OF OTHER TRADES. ALL SLAB CUTS/REMOVAL IH 1I 6 SHALL BE MINIMIZED WHEREVER POSSIBLE. CONCRETE INFILL AT AREAS OF SAWCUT IS TO 0 n, I BE OF MINIMUM THICKNESS CONSISTENT WITH EXISTING CONCRETE SLAB. NEW III 11 I CONCRE I E INFILL MUST BE ABLE TO PASS THE CALCIUM CHLORIDE TEST OF 3 LBS. OR LESSff- PI M I LI- Hi i PER 1000 SO. FT. WITHIN 30 DAYS OF POUR. ' - 11 7 10. IRREGULARITIES IN THE EXISTING FLOOR SLAB, OR ANY CREATED DURING THE L.0 II reLIr I DEMOLITION PROCESS SHALL BE IMPROVED TO A SMOOTH FINISH IN PREPARATION FOR H-' I NEW FINISHES.ABRUPT FLOOR LEVEL CHANGES ARE TO BE GROUND/ FLOATED FOR in O EI 10 I SMOOTH PATHS OF TRAVEL. FLOAT MATERIAL IS TO BE SUITABLE FOR FUTURE in rn I I ( 1 1 © I TO A MIN. OF14'THICKANDDSSUITABLE FOR INSTALLATION O BOTH CARPET AND SLAB 08/24 DESCRIPTION � w I I r,Z = 1 �._. .- v uuinurvLn�Cras�rrK O n TYP. � TILE.(I.E., MUST PASS THE CALCIUM CHLORIDE TEST OF 3 LBS. OR LESS PER 1000 SQ. FT.) • u, I I _ I WITHIN 30 DAYS OF POUR. ._......- 0 II � I 11. WHERE LANDSCAPE IS DISTURBED DURING DEMOLITION, EVERY EFFORT TO RELOCATE - _ r-`-11 I I / PLANTINGS TO AVAILABLE GROUND LOCAL TO THE AREA OF WORK MUST BE MADE. ANY I I / 1 EXISTING IRRIGATION SYSTEMS THAT SUPPLY THE AREA OF DEMOLITION OR THAT SUPPLY - „ r ! OTHER LANDSCAPE AREAS BEYOND,ARE TO BE PROTECTED DURING DEMOLITION TO _ II ENSURE CONTINUED OPERATION. SYSTEMS NO LONGER NEEDED DUE TO DEMOLITION -- N CD I L_____„,_, II ARE TO BE CAPPED AT THE DEMOLITION BOUNDARY. I Q 12. AT PATCHES TO EXISTING CONCRETE SLAB, INFILLS LESS THAN 1 S.F. CAN BE PREPARED BY - (N € SCARIFICATION OF EXISTING FACES. PATCHES OVER 1 S.F. REFER TO SLAB INFILL NOTE, _. - I I THIS SHEET. - _.. N © I , 13. VERIFY STRUCTURE & LOAD BEARING WALLS BEFORE ANY WALLS ARE REMOVED. PROVIDE - COCO 1 1 I � SHORING BRACING AS REQUIRED TO MAINTAIN STRUCTURAL STABILITY OF EXISTING .-- O SRi II 0 ; STRUCTURE DURING DEMOLITION. CEASE OPERATIONS AND NOTIFY THE ARCHITECT IMMEDIATELY IF THE STRUCTURE APPEARS TO BE ENDANGERED. DO NOT RESUME ® ® 1 OPERATIONS UNTIL CORRECTIVE MEASURES HAVE BEEN TAKEN. MEMINEMINE: -J _.11. Il- r a - -� -fir n n �--. �, r. n v_ 'I U- r. . - i I - �- GENERAL NOTES - DEMOLITION DRAWN BY: MP ~C I Q I Q Q Q I Q CHECKED BY: VK C I - _ ._. ____ - -- . , KEY DESCRIPTION CO ARCH. PROJECT NO.: I (E)WALL CONSTRUCTION TO REMAIN DIEM 20004 Cn SHEET NAME: >"• (E) CONSTRUCTION TO BE DEMOLISHED 0 �� =__ (E) STOREFRONT WINDOW TO BE REMOVED PARTIAL DEMO w FLOOR PLAN 0 NORTH SHF1.1NLiMBER: J Q I Z ( # ) KEYNOTE DESCRIPTION: KEN Mc C RAC K E N, • WORK TO BE DONE DURING NORMAL BUSINESS HOURS.ALL NOISY WORK TO BE DONE 1. {E) EXTERIOR WALL; INSPECT, PATCH, REPAIR& PANT (E) INTERIOR WALL FINISHES. ARCHITECT BEFORE OR AFTER BUSINESS HOURS. Architecture•Progarn 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 INSTA I FD 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. ADHESIVE &OTHER MINOR IMPERFECTIONS. SUITE 310 • EXISTING HVAC/MECHANICAL TO REMAIN.AIR BALANCE NEWLY DEMISED SUITES. ( 20 ( 20 ( 20 -- 1 IRVINE, CA 92614 • CONTRACTOR TO PROVIDE SCHEDULE WITH BID. I 3. (N) ELECTRICAL PANEL REFER TO ELEC. DWG'S. Contact L;edennan • TENANT TO PROVIDE BLANK COVER PLATES FOR AND UNUSED PHONE/DATA OUTLETS. 36'-5" 32'4" 144914347051 • CONTRACTOR TO PATCH, REPAIR,AND PREP WALL FOR PANT AT DEMO'D OUTLET ��O ) jiiedercnan®prndginc.com LOCATIONS. 4. REMOVE EXCESS DUCTWORK AND MECHANICAL SYSTEMS USED BY PREVIOUS TENANT. • AS BUILT DIMENSIONS MAY NOT HAVE BEEN VERIFIED. CONTRACTOR TO FIELD VERIFY I LL v i". I I -+'- . . . ° BALANCE NEW SPACEIS}AS APPLICABLE. CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. ® 15 M..� • FURNITURE, WORKSTATIONS AND FILES TO BE PROVIDED BY FUTURE TENANT. PLAN IS ' / - BREAK ,_ii_)- ., 0 I�I - 5. (N} HM DOOR & FRAME. PANT DOOR& FRAME PER FINISH SCHEDULE A02.31. REFERENCE ONLY. TENANT TO PROVIDE LAYOUT AND ANY CRITICAL DIMENSIONS AND 0 ` AREA0 ) ELECTRICAL REQUIRMENTS. /// W. ' _ 0 COPIER/ CONFE'� I 6. (N) ROLL UP METAL DOOR W/WEATHER STRIP. REFER TO DOOR SCHEDULE A08.00. • PROVIDE NEW BLDG. STD. CARPET, RUBBER BASE AND PANT THROUGHOUT, U.O.N. REFER 6 / / �, 14 WORK AREA c JEFF UEDERMAN,ARCHITECT TO FINISH SCHEDULE. / /( )106 i 9 _ {i" ) in 7. (N) b" FULL-HT PARTITION W/ 5/8" GYP. BD. FINISH. SEAL: • ALL INTERIOR PARTITION, PENETRATIONS,AND OTHER OPENINGS IN THE BUILDING SHELL / / 0 I Q -- it I SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED. / I I:._ r ......"-(29_) 8. (N) FULL-HT 1-HR RATED DEMISING WALL. �D A • WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL GYP. BD., REMOVE EXISTING CORNER T-r - ) ,,c R/hr BEADS AND OTHER ACCESSORIES,AIJGN FACE OF PARTITIONS, TAPE &SAND SMOOTH FOR �I (I 07 IB I 9. (N) 8'-0"H S.C. WOOD DOOR W/MTL FRAME &HARDWARE. \� {,, �` NEW FINISH. _ _ C. KENNETH J. • ALL EXISTING EXTERIOR DOOR& FRAME ASSEMBLY TO REMAIN, UON. PATCH & REPAIR AS - �' M RACKS REQUIRED. :Q �• 9 - O 10. (N) INTERIOR SIDELITE WINDOW. 3'-0"x 6'-6" DRYWALL WRAPPED OPENING SET IN ct- • ALL EXISTING EXTERIOR WINDOW& FRAME ASSEMBLY TO REMAIN, UON. PATCH & REPAIR AS o ZYP u 1 1'6 1/Z" I "U"CHANNEL(ALIGNED WITH TOP OF DOOR FRAME). • REQUIRED. REPLACE ANY DAMAGED GLAZING TO MATCH EXISTING. a Q OFFICE ® P I AM S. WA • License#5599 GYP. BD. INSTAL I FD WITHIN THE BUILDING SHALL MATCH EXISTING. ® (103) Q 20 1 1. PROVIDE (N) BUILDING STANDARD 4" COVED RUBBER BASE AND PAINT THROUGHOUT, cl� 73 • REPLACE ALL(E) ELECTRICAL WALL DEVICES WITH WHITE DECORA. OFFICE 1 U.N.O. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 17C OF O��C� • EACH NEW SUITE TO HAVE INDEPENDENT ELECTRICAL&MECHANICAL SERVICE, REFER TO 30 Q 3330 SF± MEP PLANS. 27) u, 12. PROVIDE FIRE EXTINGUISHER(S)-WALL-MOUNTED AT"FUTURE LEASABLE AREA • PROVIDE NEW WALL MOUNT FIRE EXTINGUISHERS AS REQUIRED BY CODE, KIDDE- RECEPTION 00SEMI-RECESSED AT OFFICES. MOUNT SO THAT HANDLE OF EXTINGUISHER IS 45"TO 48"AFF 0 8/26/20.20 #Z 1005779, 2A f OB; C b O OR PER FIRE DEPT. REQUREMENTS. • ALL RECEPTACLES, SWITCHES, SENSORS, OUTLET COVERS ARE TO BE LEVITON DECORA, I K,M 265, WHITE THROUGHOUT, GC TO REPLACE AS REQUIRED FOR UNIFORM APPEARANCE. P\ �}ELEC.:. OFFICE (100) SPACE 100 II ROOM Q II / 103) 0 0 13. G.C. TO PROVIDE GYP. BD. ON ALL(E) EXPOSED WALL SURFACES. EXTEND OFFICE FINISHES 19 GIP TO 6"ABOVE (N) CEIUNG. CONSULTANT: J14. (N) FULL-SIZE REFRIGERATOR, SS FINISH. CONTRACTOR FURNISHED/CONTRACTOR INSTAI I FD. 30 1 (103), © © _ :QJ t II O -� �,<' I 15. (N) 34"H COFFEE BAR COUNTER W/CAESARSTONE COUNTERTOP, SINK& BUILT-IN BASE • + KOFF.E.Eb O I 20 N CABINET, UPPER CABS. REFER TO PLUMBING DWG'S. G.C. TO PROVIDE MILLWORK FOR 0 (103) COUNTERS AND SHELVES. REFER TO SHEET A03.00 FOR DETAILS. OFFICE 0 in 16. COPY/WORK CENTER WITH BUILT-IN BALE CABINET&34"H COUNTERTOP. G.C. TO PROVIDE I MILLWORK FOR COUNTERS AND SHELVES. 223 10 - 1 II ' ./A\ (N) PLUMBING FIXTURES. PROVIDE INSTA-HOT AT R.R LAV.AND COFFEE BAR SINK® , :i) A - -- • - © © OFFICE ' - 718. PROVIDE (N)VINYL FLOOR TILE, 6" RUBBER COVE BASE AT RESTROOMS. PROVIDE FRP PANELS ((103) (103) OFF1 Q 2020 ON WALLS TO EXTEND TO 60"A.F.F. 1. \ 0 9. _, 4 19. (E) HM DOOR&FRAME TO REMAIN. PANT DOOR& FRAME. 1 ® Tr 102 0 20. (E) STOREFRONT TO REMAIN. "FUTURE LEASABLE B _ _ AREA" ■ - j ~ 7475 SF+ 2 v- - 104 I1 1044 - , \ 21. (N) BUNDS AT ALL EXTERIOR WINDOW'S AT OFFICE AREAS, TBD BY OWNER. 11111 Z I iv © 'aQo R.R. j 0 22. EXTEND(E) FURRED WALL AT EXTERIOR PERIMETER TO UNDERSIDE OF DECK AT WAREHOUSE. W ® 0 0 1 Y Y 1 - 0 � MATCH EXISTING CONSTRUCTION AND INSULATION. MATCH EXISTING FINISH. X " 0 z 25 . n., n _ ex a I ZO 23. (E) COLUMN TO REMAIN, PROTECT-IN-PLACE. PAINT. Z F '4 �7 C Q q 8 , O 1 � COPIER/ 24. (E) DEMISING WALL, INSPECT, PATCH &REPAIR AS REQUIRED. m co ( )--� -. UNISEX t:F.E. TYP i 104 R.R. 1 i WORK AREA c 25. (N) EXTERIOR WALL INFILL AT (N) OPENINGS. WALL TO MATCH (E) CONSTRUCTION AND 1 ` I6 FINISHES. 26. (N) STOREFRONT DOOR AND GLAZING. REFER TO DOOR SCHEDULE A08.00. 1 I 8'-0" 1 8'-0" • 4'-10" / 1 l'-6" 7r. s„ A03.00 - 27. (E) STOREFRONT DOOR TO REMAIN. REFER TO DOOR SCHEDULE A08.00. T(P. '7t b, - `' 28. {E) RESTROOMS TO REMAIN. G.C. TO VERIFY ALL PLUMBING, MECHANICAL AND ELEL I KICAL FIXTURES IN GOOD WORKING AND COSMETIC CONDITION; PATCH, REPAIR, PANT ANY '-A - OPEN OFFICE/ DAMAGED FINISHES. w N 0 TA-PART CI SHOWROOM 20 N alb 29. (N) UNIT HEATER AT"FUTURE LEASABLE AREA" SPACE. REFER TO MECH. DWG'S. In 24 30. (E) INTERIOR PARTITION TO REMAIN. INSPECT, PATCH AND REPAIR AS REQUIRED. CL rni 31. RELOCATED IF) INTERIOR CURTAIN WALL. Z 10'-0" I 10'-6" I 10'x" 10'-6" F.E. C 8 O ( $ en 1 r---, f 10 . 4. OFFICE rd IA OFFICE '-- OFFICEti- OFFICE 1' -� OFFICE �• �® T9P - fl ( a l l 0i , o � (103) (103) (103) (103) I 1 106 I I 6 O0 Ln 7 ) 0 C 1° O O (103u .---474„ ) -(© - ) I 4 TYP O 'FUTURE LEASABLE ® AREA" 0 N r L - TYP 2960 SF± CO .- REV DATE DESCRIPTION 08/24/20 INIT1ALAGENCY St./8MM/ en ( 16 COPIER/ KEY DESCRIPTION / 1 I'-4 1/2" O I B (107) WORK AREA 0 � � 1' I I - (E)WALL CONSTRUCTION TO REMAIN 6 OFFICE 2 CONFERENCE1111251 5 Ob) I © 0 IA (1 i.n (N) EXTERIOR WALL INFILL-TO MATCH (E) CONSTRUCTION. 2960 SF± woo CD ROOM (102) I I (N) 6" INSULATED INTERIOR 1-HR RATED DEMISING WALL TO BOTTOM m la I_,".I ® - i , I I OF STRUCTURE Q RECEPTION !! I� ® i CM L j CV III II in Z ( 30} (N) 6" INSULATED INTERIOR PARITF1ON CONSTRUCTION TO BOTTOM - 24 MD g _ Q - © VESTIBULE © 4 ci m OF SI I UCTURE N © / f •i I, (N) 6" INSULATED INTERIOR PARTITION CONSTRUCTION TO 6"ABOVE T 03 C Z ' (105) CEIUNG COO On I: :j (N) SIDELIGHT WINDOW ---.- 1 _ ._ OPEN OFIit FICE/ (E)ELEC. (1 (28 ) a WM © J :T SHOWROOM c .C� , O# WINDOW SYMBOL-REFER TO SCHEDULE A08.00 ZO/26 100_1 20 J( 13'-5" � 'V( )--/ ) 30 ( # ) DOOR SYMBOL- REFER TO SCHEDULE A08.00 _ ___ __ I. BREAK 17 30 MENS :C WOMENS - DRAWN B1(: MP - DETAIL INDICATOR - - 411 CHECKED BY: VK m -- i NEW 20 ® AREA AIII31:L `2$) - -- E' 8 (E)??T ( 8 5q 20 SPACE 101 © O �� ARCH. PROJECT NO.: WALLPAKiII#ON INDICATOR ( E I 0 -REFER TO WAIL DETAILS ON SHEET A07.00 BKM 2000L- (n �, �- FIRE EXTINGUISHER:I SHEET NAME: I ' u- s cv- (+ .1 30 F.E. "FUTURE LEASABLE AREA"-KIDDE 2A 10B:C; 5 IRC; MODEL#21005779 0 iiiii____SEE I/A02.II1 - il - - - - - - SEE-I/A02.11 WITH WALL BRACKET 888-16591 BYAMEREX OR APPROVED EQUAL. Z ® W4MENS40 OFFICES-GENERIC-KIDDE#46$044 RECESSED WHITE STEEL FULL GLASS. PPRTI�L W MATGHL I NE I BREAK MENS 28 MATGHI. I NE c 75' MAX. TRAVEL DISTANCE TO EXTINGUISHER (CFC 906) FINAL 20 AREA ( Z8) Z 0 ' f= ` = APPROVAL/LOCATION AS DETERMINED BY FIRE DEPT. INSPECTOR FLOOR PLAN i--ti I /i in\ 11 in\ • L? 22 ' Q NORTH ACCESSIBLE FLOOR CLEARANCES. J SIL:.! 'IJJM l : Q 1/8" = 1'-0" 1 F- I _ Z ( # ) 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. tic--c- •Prog-am Management•Permrttng • TELEPHONE/DATA CABLING TO BE INSTAL I FD BY TENANTS REP.ALL PHONE/DATA°TUNG 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. (N) ELECTRICAL PANEL. REFER TO ELEC. DWG'S. Contact:Jeff Uederman • TENANT TO PROVIDE BLANK COVER PLATES FOR AND UNUSED PHONE/DATA OUTLETS. 1949)4347051 • CONTRACTOR TO PATCH, REPAIR,AND PREP WALL FOR PAINT AT DEMO'D OUTLET jiiederman•pmdginc.com LOCATIONS. 4. REMOVE EXCESS DUCTWORK AND MECHANICAL SYSTEMS USED BY PREVIOUS TENANT. • AS-BUILT DIMENSIONS MAY NOT HAVE BEEN VERIFIED. CONTRACTOR TO FIELD VERIFY BALANCE NEW SPACE(S)AS APPLICABLE. CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. • FURNITURE,WORKSTATIONS AND FILES TO BE PROVIDED BY FUTURE TENANT. PLAN IS 5. (N) HM DOOR&FRAME. PANT DOOR&FRAME PER FINISH SCHEDULE A02.31. REFERENCE ONLY. TENANT TO PROVIDE LAYOUT AND ANY CRITICAL DIMENSIONS ANDI ELECTRICAL REQUIRMENTS. 1J I I I \ OPEN OFFICE/ (E)ELEC. O (28) i� 0 6. (N) ROLL UP METAL DOOR W/WEATHER STRIP. REFER TO DOOR SCHEDULE A08.00. • PROVIDE NEW BLDG. STD. CARPET, RUBBER EASE AND PAINT THROUGHOUT, U.O.N. REFER SHOWROOMc JEFF UEDERMAN,ARCHITECT TO FINISH SCHEDULE. I 101 I 13'-5" - i , 7. (N) 6" FULL-HT PARTITION W/5/8" GYP. BD. FINISH. SFS' • ALL INTERIOR PARTITION, PENETRATIONS,AND OTHER OPENINGS IN THE BUILDING SHELL ?0 26 20 30 (E) OE) 30 _ __ BREAK 17 ), MINS ¢D WOMENs ED SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED. -- ^ -NEII(A ® AREA 14 r. 8. (N) FULL-HT 1-HR RATED DEMISING WALL • WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL GYP. BD., REMOVE EXISTING CORNER 20 �'^ 28 _r-- Al? BEADS AND OTHER ACCESSORIES,ALIGN FACE OF PARTITIONS, TAPE &SAND SMOOTH FOR ' ( 8 CD fl? ( 8 yq 20 9. {N) 8'-0"H S.C. WOOD DOOR W/ MTL FRAME &HARDWARE. \�� C,y�? NEW FINISH. • ALL EXISTING EXTERIOR DOOR& FRAME ASSEMBLY TO REMAIN, UON. PATCH & REPAIR AS SPACE 101 `" 0 KENNETH J. ��, -J I © 10. (N) INTERIOR SIDEUTE WINDOW. 3'-0"x 6'-6" DRYWALL WRAPPED OPENING SET IN c . M RACKS REQUIRED. „. I .I , , „ .,,.,. .-, In I- I�. 1 ' "' } _ - - • ALL EXISTING EXTERIOR WINDOW& FRAME ASSEMBLY TO REMAIN, UON. PATCH &REPAIR AS 11,\__(.1 ° "- 3 "U"-CHANNEL{ALIGNED WITH TOP OF DOOR FRAME). •REQUIRED. REPLACE ANY DAMAGED GLAZING TO MATCH EXISTING. ''` �dJ '� AM S, WA GYP. BD. INSTALIFD WITHIN THE BUILDING SHALL MATCH EXISTING. 30 11. PROVIDE IN) BUILDING STANDARD 4" COVED RUBBER BASE AND PANT THROUGHOUT, L1Ce"Se#5599• SEE I/�402.10a) SEE I/� 02.10 O• REPLACE AL1(E) ELF( I KICAL WALL DEVICES WITH WHITE DECORA _ _ _ _ _ _ _ _ _ U.N.O. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION. '� CD36• EACH NEW SUITE TO HAVE INDEPENDENT ELECTRICAL&MECHANICAL SERVICE, REFER TO MATGHL_INE o BREAK 14 °� MENS r C E M�TGHL,INE Q ��'MEP PLANS. ) AREA17 ) - ( Z8 ) Z o 12. PROVIDE FIRE DaINGUISHERIS)-WALL-MOUNTED AT"FUTURE LE SABLE AREA";• PROVIDE NEW WALL MOUNT FIRE EXTINGUISHERS AS REQUIRED BY CODE, KIDDE- 1 1 p (1,10) ® SEMI-RECESSED AT OFFICES. MOUNT SO THAT HANDLE OF EXTINGUISHER IS 46"TO 48"AFF Q 8 26 20 20 #21005779, 2A; 10B; C O il 1 / / • ALL RECEPTACLES, SWITCHES, SENSORS, OUTLET COVERS ARE TO BE LEVITON DECORA, - t ® OR PER FIRE DEPT. REQUREMENTS. WHITE THROUGHOUT, GC TO REPLACE AS REQUIRED FOR UNIFORM APPEARANCE. I I 5'-2" Q� 30 vESnB�LE o 5'-2" 'I 4.-- 1 N �;M , 5> 13. G.C. TO PROVIDE GYP. BD. ON ALL(E) EXPOSED WALL SURFACES. EXTEND OFFICE FINISHES O (N) / / { I �+1 `0 TO 6"ABOVE (N) CEIUNG. ■CONSULTANT; I 0 4 7ri' 'IL- A _ 102 14. (N) FULL-SIZE REFRIGERATOR, SS FINISH. CONTRACTOR FURNISHED/CONTRACTOR INSTALLED. 24 OFFlCE O © 0 1A 29 © ) - - - O (1 O6) I I 6 15. {N) 34"H COFFEE BAR COUNTER W/CAESARSTONE COUNTERTOP, SINK&BUILT-IN BASE (103 CABINET, UPPER CABS. REFER TO PLUMBING DWG'S. G.C. TO PROVIDE MILLWORK FOR I I COUNTERS AND SHELVES. REFER TO SHEET A03.00 FOR DETAILS. Ell II /-( 10 ) ® o LJ 16. COPY/WORK CENTER WITH BUILT-IN BASE CABINET&34"H COUNTERTOP. G.C.TO PROVIDE O MILLWORK FOR COUNTERS AND SHELVES. Li 0 o N ( F.E. I - 9 OFFICE 17. (NJ PLUMBING FIXTURES. PROVIDE INSTA-HOT AT R.R LAV.AND COFFEE BAR SINK. TYP (103) OPEN OFFICE/ SHOWROOM FUTURE LEASABLE 29 I7 °� 18. PROVIDE (NI VINYL FLOOR TILE, 6" RUBBER COVE BASE AT RESTROOMS. PROVIDE FRP PANELS AREA I 1 Q 4210SFt 2 (106) 6 ON WALLS TO EXTEND TO 60"A.F.F. 1 I SPACE 102 0 o 0 I 19. (E) HM DOOR & FRAME TO REMAIN. PANT DOOR & FRAME. L.' OFFICE 3 ® ® ® 20. (E) STOREFRONT TO REMAIN. RECEPTION 2440 SFf S _ o m 21. (N) BUNDS AT ALL EXTERIOR WINDOWS AT OFFICE AREAS, TBD BY OWNER. III o W 20 (105)- 12'-4" / 22. EXTEND (E) FURRED WALL AT EXTERIOR PERIME I ER TO UNDERSIDE OF DECK AT WAREHOUSE. r ® 0 I MATCH EXISTING CONSTRUCTION AND INSULATION. MATCH EXISTING FINISH. X t7 Z - 1 B- - ® I © 23. (E) COLUMN TO REMAIN, PROTECT-IN-PLACE. PANT. X Z 107 I 24. (E) DEMISING WALL, INSPECT, PATCH & REPAIR AS REQUIRED. W E Ou 25. (N) EXTERIOR WALL INFILLAT{N) OPENINGS. WALL TO MATCH (E) CONSTRUCTION AND ® 20 FINISHES. zo FERENCE °� C (37)-71 ROOM I ( 17 26. (N) STOREFRONT DOOR AND GLAZING. REFER TO DOOR SCHEDULE A08.00. - - TYP 1 I 8 ( I ,03.00 ( 8 27. (E) STOREFRONT DOOR TO REMAIN. REFER TO DOOR SCHEDULE A08.00. OIl° _ _ _ 1 _. TYP. O ALIGN r 7�„ \ 8,�" ALIGN 28. (E) RESTROOMS TO REMAIN. G.C. TO VERIFY ALL PLUMBING, MECHANICAL AND ELEC I RICAL _ _ _._- FIXTURES IN GOOD WORKING AND COSMETIC CONDITION; PATCH, REPAIR, PANT ANY - I IiG UNISO• I 1 �� I DAMAGED FINISHES. 1 y___. - Ii t ` UNISEX I 30 I X30 _ R.R, .R.R. I col-9- 108 LT. 29. IN) UNIT HEATER AT"FUTURE LEASABLE AREA" SPACE. REFER TO MECH. DWG'S. BREAK-Orn s,, ROOM� OFFICE � `� 1 104 �r, I 30. (E) INTERIOR PARTITION TO REMAIN. INSPECT, PATCH AND REPAIR AS REQUIRED. I , (103'� (107)�,1 15'-1 1/2" J( )' 10303; `- - - - _" .� Q 31. RELOCATED {E) INTERIOR CURTAIN WALL. m i (30 --A Ill Nj �) 2� 20 1A O 10 O 109 1,01 ( ) ( 9 T� © o I 20 7_ ', I ' I TRAINING �' 12'-1" 1' ,Q 10'-0" i 1 I'-0" 4'-1" / 9'-0" ' 3'-4"i ® I ROOM 0 i �.- O `� TYP 0 0 - - I c) i ,_ a-,0 6 L� l isic.,1 Q o 1 I, 0c� I ; SPACE 103 O MD OFFICE 4 OPEN OFFICE/ I i bil 101 ' 0 6160 SF± SHOWROOM 'I I - _o RECEPTION o J( 15'-1 I/2" © '(EY t il f - _ NI AREA 0 30) REV DATE I DESCRIPTIO+ 26CIO KEY DESCRIPTION _ oaVz4no m�mtin�rKrwaMrr�,ti i 14 ), �= (E)WALL CONSTRUCTION TO REMAIN Sid I j • F.E. 20 (N) EXTERIOR WALL INFILL-TO MATCH (E) CONSTRUCTION. -- CTO-D-7, O -.I, 18,-0" -- J( 4'-0"4- 1 _ (N) 6' INSULATED INTERIOR 1-HR RATED DEMISING WALL TO BOTTOM �- _ Cy OF STRUCTURE Q a ® o � 0 10 -�1 � _. I8 O 1YP O {N) 6' INSULATED INTERIOR PARTITION CONSTRUCTION TO BOTTOM N 9 J OF STRUCTURE --- - - --- -- - _- I I , TYP CV ry��I (107) ' l 103 103 I MI (N) 6' INSULATED INTERIOR PARTITION CONSTRUCTION TO 6"ABOVE --_ 00 rFi o l { ] - � CEIIJNG OD pp- alb I'. .I (N) SIDELIGHT WINDOW 20 CONFERENCE= ''' OFFICE OFFICE COPIER/ ROOM = ' WORK AREA % WINDOW SYMBOL-REFER TO SCHEDULE A08.00 Q I 1 Q 0 o e I f - o © 16 l ( # ) DOOR SYMBOL- REFER TO SCHEDULE A08.00 I- DRAWN BY: MP - � 8 n- .r, n = -n-- - n -- --- 1-- M ! - •4, ----,---- r, CC l 1 0 DETAIL INDICATOR G r 15'-2 1/2" ,' 10. L 1' 1 1'-9 1/2" CHECKED BY: VK 20) 20 ) 20 20 ) 20 Z0 ) 0 WAIL PARTITION INDICATOR .ARCH. PROJECT NO.: m _ - - - - _ _ -REFER TO WALL DETAILS ON SHEET A07.00 BKM 2 0004 u) 4 ) F.E. FIRE EXTINGUISHER: ■SHEET NAME: "FUTURE LEASABLE AREA"-KIDDE 2A 10B:C; 5 LBS; MODEL#21005779 0 WITH WALL BRACKET 888-16591 BY AMEREX OR APPROVED EQUAL. T' I Z OFFICES-GENERIC-KIDDE#468044 RECESSED WHITE STEEL FULL GLASS. PAR i V-1L w 75' MAX. TRAVEL 6)-FINAL APPROVAL/LOCATION ASCDETERMIN D BY FIRE E TO EXTINGUISHER {DEPT.CFC OINSPECTOR FLOOR PLAN 0 Q NORTH ACCESSIBLE FLOOR CLEARANCES. J II SHEET NUMBER: Q 1/8"= I'-0" I- 1 SYMBOLS LEGEN1r -- Z ( # ) KEYNOTE DESCRIPTION KEN McCRACKEN, ARCHITECT • I. OPEN TO STRUCTURE ABOVE. �,; . I I 1 l 2. (N) 2'x4' SUSPENDED ACOUSTICAL CEIUNG TILE, SEE FINISH SCHEDULE & DETAILS ON Permktng 38 EXECUTIVE PARK SHEET A02.21. SUITE 310 3. (N) ILLUMINATED EXIT SIGN, SEE ELECTRICAL DWG'S. IRVINE, CA 92614 Contact:Jeff Liederman 81(7(-0"CLC. 19491430-7051 ~ 8 I 11C2 4. (N) 5/$" GYP. BOARD CEILING ON METAL STUD FRAMING. jliedermanepmdginc.com 5. (N) RECESSED CAN LIGHTS- SEE ELECTRICAL DWG'S. ///// . . i i _ 6. (N) EXTERIOR WALL PACK FIXTURE, SEE ELECTRICAL DWGS, 10'-0"CLG. A CD = _ _- 7. (N) MECH GRILLE & DIFFUSERS, SEE MECH DWG'S. I - - - -I • Id-0"CLG. JEFF LJEDERMAN,ARCHITECT I I ■ _ 8. OUTUNE OF (N) UPPER CABINETS. SEAL: ■ L , LSI I 9. (N) R-30 BATT INSULATION W/WHITE SCRIM BACKING AT UNDERSIDE OF WAREHOUSE ROOF DECK THROUGHOUT. ,co�D A p 1 d-0'CLG. 10. (N)VANITY UGIT FIXTURE. SEE ELECTRICAL DWG'S. ` /I /7� D KENNETH J. C<-\ • - 11. (E) EXTERIOR WALL PACK. SEE ELECTRICAL DWG'S. 7 /4/4 RACKS `� �.► •� ® • d ��3 • 12. OUTUNE OF (E) RTU AND DUCT DROPS ABOVE. SEE MECHANICAL DWG'S. / S, WA 1 I / r n License#5599 O — E CLG. lJ \ r 0-0"cLG. ,- •\-( / ) _ p OF Q ' I I I a..,,;\ 1 t 08/26/2020 M' { I 111 KJM/2555 I 1 • 1 d-0"C_G. . , L 1 I - 1 2 2 CONSULTANT: I I I d-0'CLG. =EQ. EQ —71 _ J p w 0 - (-9�- iilLili. - OPEN TO r 0'-0"CLG. DECK1 OD , P i . , _____] I V,`,,\ 1 8'-0"CLG. :j-0"CLG. likr I I { 5 )- S. C 4 )iir' L _ 1 TYP. o segiarionimat T,P ® ® �7 ' W — I- — -1 — 8'-0"CLG. YP. Z I ..t.4 A I 0-1 0 4 ) = W r IL7z r1 I � Zaa I- - f Q l ..,_ __,,...__ ... . . .,_ .. .. ___._. _... .. ._., _ . .,, ,_ .... ,._ _ . ._ , _ __ . ....._ ,..... 1 i . 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DWG'S _ (N dal_ CLG. i 6 ,altilliN DC( CLG. o (N) 6" ROUND INTERIOR RECESSED LED UGHT FIXTURE, REFER TO - O -1.--- CLG. ELEC. DWG'S. i I { 1 {N)WALL MOUNTED VANITY LIGHT FIXTURE AT RESTROOMS J I "UTHONIA CONTEMPORARY CYLINDER 2-LIGHT BRUSHED NICKEL 3K _ - _ LED#FMVCCL24IN MVOLT 90CRI BN M6", REFER TO ELEC. DWG'S. ` -I 1 Ii C -N II , Ii (N) ILLUMINATED EXIT SIGN W/BATTERY BACK-UP, "UTHONIA DRAWN BY: MP I 8IEl GYP.SD. EDGE UT EDGE/EDGR". REFER TO ELEC. DWG'S.I tEl GYP.BD. CHECKED BY: VK SEE I/A02.211 CLG. CLG. _ I_ _ •— - SEE I/A02.21 m MATGHL I NE I i>! • ;; �- MATGHL I NE (N) HVAC SUPPLY-REFER TO MECHANICAL DWG'S. ARCH.PROJECT NO.: ,r 1 C-0'CLG. Iiil )2( 2 BKM20004 OSdHili 1 1-0"CLG. LI / (N) HVAC RETURN -REFER TO MECHANICAL DWG'S. SHEET NAME: 10'-0"CIG. T i P. -L. , - CO z O1. IS ,. 3 NOTES:1. EE ELECTRICAL SHEETS FOR LIGHT FIXTURE PARTIAL REFLECTIED w di r Wil- SPECIFICATIONS. CEILING PLAN V I 2. SEE MECHANICAL SHEETS FOR MECHANICAL DIFFUSERS Q I / E ,. 1 I I 1 NORTH SHEET NUMBER: Q I-- PARTIAL REFLECTED CEILING PLAN 1/$"^ 1'0' ( # ) KEYNOTE DESCRIPTION KEN McCRACKEN, ARCHITECT 1. OPEN TO STRUCTURE ABOVE. _ kNNteaure.Program Management•Peng 2. (N} 2'x4'SUSPENDED ACOUSTICAL CEIUNG TILE, SEE FINISH SCHEDULE& DETAILS ON 38 EXECUTIVE PARK SHEET A02.21. SUITE 310 3. (N) ILLUMINATED EXIT SIGN, SEE ELECTRICAL DWG'S. IRVINE, CA 92614 Contact Jeff Ueaetman 7051 4. N 5/8"GYP. BOARD CEILING ON METAL STUD FRAMING. 1man9491 p dgIn I �. CLG ( } Iliederrnan�pmdginc.00m )1 k 1 I 8 - � {El GYP.BO. 5. (N) RECESSED CAN LIGHTS- SEE ELECTRICAL DWG'S. CLG. 6. (N) EXTERIOR WALL PACK FIXTURE. SEE ELECTRICAL DWG'S. 7. IN) MECH GRILLE &DIFFUSERS, SEE MECH DWG'S. _ LJ JJ 1J JEFF UEDERMAN,ARCHITECT 8. OUTLINE OF (NJ UPPER CABINETS. SEAL: [E}GYP.BD. IE}GYP.BD. (G. 9. (NJ R-30 GATT INSULATION W/WHITE SCRIM BACKING AT UNDERSIDE OF WAREHOUSE SEE I/A02.20 _ _ _ _ _ _°� _ ._ _ SEE Ii_r;v1_.2D _ ROOF DECK THROUGHOUT. MATGHL I NE la-0" G. ® i FMATGHL I NE0.!!) � E� AR�y 1 0. (N)VANITY UGHT FIXTURE. SEE ELECTRICAL DWG'S. Cj� KENNETH J. /� CTip.) '4 _ 10'-0'aG. 11. (E) EXTERIOR WALL PACK. SEE ELECTRICAL DWG'S. M RACKE l 0'-0'CLG. i, © • Q _ _ P 12. OUTLINE OF (E) RTU AND DUCT DROPS MOVE. SEE MECHANICAL DWG'S. - AM S, WA . - r"f �)) License#5599 V .� ® I I ,971 onK�0 II • EC,. .--c" i I I drC ( 08/26/2020 l cro-d.G. I I OD .1.- I I I II f) KJM/2655 IMO _ ��.d. r• lz _ Li__ ■ - _ CONSULTANT: VAVICRINNORSONNONAi L ii I I II kL— . ____E _ • j-• .4OPEN TO I I 7 _ _ DECK I - kiiii Ia=,Tal LSI ( 2 ) 6 - - - M • TYP. LC �� ICN; 07_x, E 0,:z 1, kr Z _, II ii 1 10" QG. I -YP v LLi © II ) z = ,.. X 1 1 Li 1 , .... Iia ,.. __1_ 1 .,b-di 1CI L_ _4t'10"-0"CLd I cr-cr aG: CED 111 12/ 2C;'.--------r 10 i el 8'-0"CLG. 8'-0•CLG. TYI' pEUCTO I I c ( 4 )fil [g(-4-) L2_) - •Alliiiiiiill - J � I I 'r ____L NI kf . i . .. 1_ 1 GyR w I TYP- --\1_ — o = U TYP. U2 17(A i . i):( 1 44, -.4,, Ar.," 1 1E1 L ( 7 .)-if add LAIIM1 T 1 Ada___ Et1 Z d TYP. : n 1 f I \N Wr ` 1 I I _ I 0 N",l a-0 CLG. I a-0" 1G. I 6 N-ii -41I— V( 1)::( Zglig ( o DI 017 TYP. < CD Ls), g , 1 _7_i____7_ , ,, ,., , GEN ERAL NaTIS ryry I L J i KEY DESCRIPTION 0 - [� I F IM 1....1 - - -- ISS u (N)ACT TILE:ARMSTRONG 2x4 "DUNE"SECOND LOOK-27, (N)ACT GRID CEILING GRID:ARMSTRONG 15/16" 12 REV DATE DESCRIPTION I I (ACT-3) REFER TO CEILING DETAILS SHEET A02.21 Ma.- n0 AGENCY NH ! I _digalla 0'CLG. _ I (N)GYP. BD. CEILING, PAINTED C2 ) —Id CLG. ---111111 CLG. - ( 2 -) ( 2 ) O N 2x4 LED LIGHT FIXTURE"TOPAZ FLAT PANEL LED - _ r__ ____ ___ _. r_ [ .1 IV rqi 11 F-L2X4/50W/835/D•75", REFER TO ELEC. DWG'S N Co N L : (N) HIGH BAY LIGHT FIXTURE"LITHONlA LED STRIPLIGHT ZLl D OR d- ' PHILLIPS UNEAR FLUXSTREAM STRIP", REFER TO ELEC. DWG'S I— - N I I O (N) 6" ROUND INTERIOR RECESSED LED LIGHT FIXTURE, REFER TOO - - - L1 ff[ I ELEC. DWG'S. (N)WALL MOUNTED VANITY UGHT FIXTURE AT RESTROOMS i J I 1 I 1.111HONIA-CONTEMPORARY CYLINDER 2-UGHT BRUSHED NICKEL 3K - __ Q LED#FMVCCL24IN MVOLT 9OCRI BN M6", REFER TO ELEC_ DWG'S. FiN1 (N) ILLUMINATED EXIT SIGN W/BATTERY BACK-UP, "UTHONIA DRAWN BY MP EDGE UT EDGE/EDGR". REFER TO ELEC. DWG'S. CHECKED BY: VK CO ):( (N) HVAC SUPPLY-REFER TO MECHANICAL DWG'S. ARCH.PROJECT NO.: / BKM20004 CO / (N) HVAC RETURN -REFER TO MECHANICAL DWG'S. . SHEET NAME: / U NOTES: PARTIAL REFLECTED w 0 1. SEE SL'ECI Cp,T1ELECTRON SHEETS FOR UGHT FIXTURE CEILING PLAN 0 2. SEE MECHANICAL SHEETS FOR MECHANICAL DIFFUSERS Q NORTH SHEET NUMBER: J Q . i 1/e"= 1'-0" `i'l� r C_A 1/,-4A _, .Cls. C-I ;;i J -� s4 1 SYMBOLS LEGEND I Z 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 Ar hiteaure.Program Management•Permitting Section 25.1.D.2.d.2: ALL LIGHT FIXTURES TO BE POSITIVELY ATTACHED TO SUSPENDED CEILING GRID SYSTEM. SYSTEM. [ASCE 7,SECTION BE SECURED FROM LIGHT& MUST BE SPACED A MINIMUM OF 6" LATERAL FORCE BRACING....A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO THE IN ADDITION, PROVIDE INDEPENDENT WIRE SUPPORT FROM THE FIXTURE HOUSING TO 13.5.6.2.21 MECHANICAL FIXTURES AT FROM ALL HORIZONTAL PIPING OR 38 EXECUTIVE PARK STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUCTURE ABOVE AS FOLLOWS: OPPOSING CORNERS ALONG THE DUCT WORK THAT IS NOT PROVIDED SUITE 310 FIXTURE'S DIAGONAL.WIRES MAY BE WITH BRACING RESTRAINTS FOR IRVINE, CA 92614 • FIXTURE LESS THAN 10 POUNDS,PROVIDE ONE#12 GAGE WIRE (MAY BE SLACK) SLACK. 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) r------------___� MUST BE ATTACHED TO THE GRID Contact Jeffhedemran SECTION: • FIXTURE 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE / AND TO THE STRUCTURE IN SUCH A 1949)430-7051 STRUCTURE ABOVE WITHOUT USING THE CEILING SUSPENDED SYSTEM FOR DIRECT MANNER THAT THEY CAN SUPPORT jlredermanapmdginc.com 1. IN A STRUCTURE WHERE THE ROOF SYSTEM IS COMPOSED OF BEAMS, SUPPORT WHEN HEAVY-DUTY - A DESIGN LOAD OF NOT LESS THAN PURLINS,AND SUB-PURLINS,THE 2 X 4 SUB-PURLINS ARE NOT TO BE • PENDANT HUNG FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE CEILING SYSTEMS ARE 200 POUNDS OR THE ACTUAL LOADS, CONSIDERED AS STRUCTURAL MEMBERS SUPPORTING THE ROOF. ABOVE USING#9 GAGE WIRE. [CISCA] USED,SUPPLEMENTAL • WHICHEVER IS GREATER,WITH A HANGERS ARE NOT SAFETY FACTOR OF 2. 2. THE STRUT SHALL BE VERTICAL,AND SHALL NOT HANG MORE THAN T AIR TERMINALS OR SERVICES: REQUIRED IF A 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 \ r JEFF LJEDERMAN,ARCHITECT STANDARD CEILING GRID SUPPORT FROM THE AIR TERMINAL OR SERVICE TO THE STRUCTURE ABOVE AS FOLLOWS: LESS THAN 56 LBS. SEAL: - . EMT' ELECTRICAL METALLIC TUBING • AIR TERMINALS OR SERVICES W SIGHING 20 TO 56 POUNDS,PROVIDE TWO#12 `- GAGE WIRES(MAY BE SLACK) S SHALL BEQ A • SUPPORTED DIRAIR TERMINALS ECTLY FROM HER SERVICES ISTRUCTUREE ABOVE WGHING MORE THAN ITHOUT USING THE CEILING `��`� PC 1/2" TO 5-10" 3/4" TO 7-8" SUSPENDED SYSTEM FOR DIRECT SUPPORT. [CISCA] ,@` /� C� KENNETH J. C M RACKS 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 • 4011110 OPPOSIT CORNERS OF SUPPORT WIRES, CEILING GRID OR SCREW ON T-BAR SAFETY CLIPS AT @@ License#5599 ., THAN 6 FEET FROM WALLS SUSPENDED4 .17 SIDES OR ENDS. AM A CONDUIT CAN BE FLATTENED AT THE ENDS AND CONNECTED TO THE T-BAR MAIN RUNNER WITH ONE#10 SHEET METAL SCREW AND TO THE STRUCTURAL ROOF/FLOOR MEMBER WITH TWO#10 WOOD SCREWS.OTHER CONNECTIONS ARE ACCEPTABLE, BUT 9/''- OFl' � SHOULD FIRST BE SUBMITTED TO THE BUILDING DIVISION FOR REVIEW. SCALE — SCALE 1 on/26/2020 NUMBER 12 GAUGE VERTICAL NOT USED - 12 LIGHT FIXTURE @SUSPENDED CLNG. 1 4 HANGER WIRE INSIDE OF CONDUIT, N.T.S. � N.T.S. KJW2655 I TIE TO STRUCTURE ABOVE AND • GRID. " CONSULTANT: MIN.#12 GAUGE MEMBER DEPTH: FLANGE WIDTH: UNDERSIDE OF FLOOR OR (EXAMPLE:6"= 600 X 1/100 INCHES) (EXAMPLE: 1 5/8"= 1.625"- X 1/100 I ROOF STRUCTURE ABOVE, ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 INCHES. INCHES) ALL FLANGE WIDTHS ARE TIiISL2N FOR ALL'T'SECTIONS MEMBER DEPTH IS THE INS) IN 1/100 INCHES. SEE SCHEDULE FOR MAXIMUM HEIGHT. �° CEILING GRID USES #12 GAUGE DIMENSION. 1 3/8" SPLAY WIRE HANGERS AT 45 DEG. 600 0 162 - 54 alll EMT SLEEVE. / MIN. AND 90 DEG.TO EACH OTHER(4 STYLE: MATERIAL THICKNESS: U 8 LACOUSTICAL CEILING CLR. WIRES) BEGINNING 48"FROM (EXAMPLE:STUD OR JOIST SECTION= ) s (EXAMPLE:0.054 IN.= MIL554 MIL=1/1000 IN.) ELEVATION STARTING POINT OF GRID AND TILE THE FOUR ALPHA CHARACTERS UTILIZED BY THE MATERIAL THICKNESS IS HE MINIMUM BASE METAL SUSPENDED CEILING SYSTEM, LAYOUT AND IN BOTH DIRECTIONS AT DESIGNATOR SYSTEM ARE: THICKNESS IN MILS.MINIMUM BASE METAL THICKNESS tolsbI �' 1 SEE REFLECTED CEILING PLAN, NOTE: TIE 2 ADJACENT WALLS TO 12'-0"THEREAFTER ALL CLEARANCES, REPRESENTS 95%OF THE DESIGN THICKNESS. i1CEILING MAIN & CROSS RUNNER TIES TO WALL,ETC.TO CONFORM TO S =STUD OR JOIST,T=TRACK,U=CHANNEL, -DRILL 5/32"DIAMETER HOLE Zick • % 45 7YP . AND INSTALL 1/8"DIAMETER U STATE&LOCAL CODES. F =FURRING BOLT AND LOCKING NUT. -NI,- CEILING SPAN TABLE NOTES: MINIMUM.TUBES LL LAP 4" o xQ 0 0 1. VALUES ARE FOR SINGLE SPANS. 1I 2. ALLOWABLE CEILING SPAN CALCULATIONS BASED ON 33KSI YIELD STRENGTH STEEL. O } 0 3. FOR FULLY BRACED CEILINGS,USE MID-SPAN BRACED VALUES. CROSS RUNNER, i I 4. END BEARING LENGTH= 1"MINIMUM. 12 GAUGE WIRE SPLAYED 1N (4) DIRECTIONS-90 - DEGRES APART AT 12'-0"O.C.EACH WAY SLOT END OF TUBE TO FIT Q 4 PSF OVER TOP OF MAIN RUNNER. N LATERAL SUPPORT OF COMPRESSION FLANGE UNSUPPORTED MID-SPAN F"" JOIST SPACING(IN.) O.C. JOIST SPACING (IN.) Q.C. Z 6 MAIN RUNNER. SECTION: (MIL) 12" 16" 24" 12" 16" 24" W ± + Q O O 362S 125 18 9'-5" 8'-9" 7-9" 13'-3" 12'-3" 10'-10" ATTACHED v 0 0 0 - W } I 362S125 27 10'-8" 9'-11" 8'-10" 15'-3" 14'-2" 12'-7" E ,R - -SUSPENDED CEILING SYSTEM, _ V Z SEE REFLECTED CEILING PLAN. d SEE - 16'-0" 12'-0" 362S125 30 11'-0" 10'-2" 9'-2" 15'-8" 14'-6" 13'-T" � � a o -"PLAN 0 362S125 33 1V-5" 10'7" 9'-5' 16'-3" 15'-0" 13'6" y �,, _ a CIRCLE INDICATES REQUIRED a O U _ "-' LOCATION OF COMPRESSION 3625125 43 17-9" 11'8" 10'-5" 17'-9" lb'S" 14'-8" < — - - - UU POSTS. ¢ K `_ - — -- - -- 3625137 27 12'-1" 11'-2" 10'-1" 17'-5" 16'-2" 14'-6" Z NOT USED SCALE 11 1 SUSPENDED CEILING GRID SCALL= 7 Q CEILING SYSTEMS ARE TO BE �' U ATTACHED AT 2 ADJACENT3625137 _ 33 17-11" 1}'-1 1" 10'-8 18'-5" 17'-1" 15-4" N.T.S. N.T.S. WALLS OR SOFFITS 3625137 43 14'-3" 13'-7' 11'-r 20'-1" 18'-7" 16-7" o E UNATTACHED 362S162 33 14'-8" 13'-7' 12'-2" 20'-9" 18'-11" 16'6" 12'-0" NOTE: 3625162 43 16'-2" 14'-11" 13'4" 22'-7" 20'-7' 17'-11" I OC Typ, LATERAL BRACING:4-12 GA.WIRES SECURED TO MAIN - - - AT SUSPENDED CEILING:MINIMUM 12 METAL STUDS: RUNNER WITHIN 2"OF CROSS RUNNER INTERSECTION AND / GAGE VERTICAL SUPPORT WIRE AT 400S125 27 11'-0" 10'-2" 9'-1" 15'-9" 14'-7' 13'-1" THE FOLLOWING SPANS ARE BASED UPON STUDS HAVING A 1-5/8"LEG WITH A 3/8"RETURN.DOUBLE STUDS ARE EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL SPLAYED 90°FROM EACH OTHER AT ANGLE NOT TO EXCEED / 4'-0"O.C.OR 10 GA WIRE AT 5'-0" --- - - CONNECTED TOGETHER IN THE SHAPE 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" THROUGH THE CEILING TILE REQUIRE MINIMUM 2-INCH WAY BEGINNING 6'-0"MAX. FROM WALL. / LOOP& (1) ACROSS LAP.3 FULL - - - RINGS, SLEEVES, OR ADAPTERS THAT WILL ALLOW A TURNS MINIMUM WITHIN 3"LENGTH 400S125 33 11'-9" 10'-10" 9'-8" 16'-9" 15'-6" 13'-10" MINIMUM 1-INCH CEILING MOVEMENT IN ALL HORIZONTAL4005125 43 13'-0" 12'-0" 10'-8'' 18'-3" 16'-10" 15' 1" STEEL STUDS DIRECTIONS. ALTERNATIVELY, A SWING JOINT CAN BE ' " 1-5/8 X 20 GA. TO 17-0" RPOVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION 4005137 27 12'-5" 11'-6" 10'4" 1T-11" 16'T 15-0" UA M TO ACCOMMODATE THE 1-INCH MOVEMENT. [ASCE 7. 400S137 33 13'-3" 12'-3" 11'-0" 16-11" 17-7" 15-10" / DBL 1-5/8 X 20 GA TO 15'-0" SECT 13.5.6.2.21 ANCHOR WIRES TO AT OPEN GRID:VERTICAL SUSPENSIONZZ r\i �. STRUCTURE ABOVE WITH THREADED ROD PER OTHER 4005137 43 14'-7" 13-6" 17-0 20'-7" 19'-1" 17-1" IliIN 2-1/2"X 20 GA TO 13-6" DETAILS. SUSPENDED CEILING 400S162 33 15'-1" 13-11" 17-6" 21'-8" 20'-1" 17-10" DBL 2-1/2"X 20 GA TO 15'-0" 400S162 43 16-7" 15-3" 13'-8" 23'-5" 2i'-8" 19'-4" _ 6005125 27 l2'-4" 11'-5" 10'-4" 1T-10" 16'-7' 14'-11" ATTACH THE METAL STUD TO THE T-BAR MAIN RUNNER AND STRUCTURE ROOF/FLOOR MEMBER WITH TWO #8 0 0 # SCREWS. �r 45, 45 45 NOTE: 6005125 30 12'-9" 11'-9" 10'-7' 18'-4" 17'-0" 15-4" ]� lir : o - 4� 6005125 33 13'-2" 12' 2" 10' 11" 18'-10" 17'-6" 15'-9" NOTE: I I I ` _ O PROVIDE 6"CLEARANCE J(11111 V I I I A T I L T II I I 11 III A L I T �`+, 1 I I I I)III III I II 16 I III I II II II I �� AT ALL PIPES &DUCTS, ETC. 600S125 43 14'-5" 13-3" 11'-10" 20'-5" 18'-1 1" 16'-11" � 0 1. STRUTS OTHER THAN EMT MAY REQUIRE ENGINEERING CALCULATIONS. ! f r LSI I ��r� I ! I l 6005137 33 14' l0" 13'9" 12'-4" 21'-4" 19'-10" 17-10" 0 L G BRACING WIRES MUST BE ATTACHED 2. STRUTS OVER 12 FEET MAY REQUIRE ENGINEERING CALCULATIONS. LONG AND !1 `L� TO THE GRID AND TO THE STRUCTURE = Lin HEAVY STRUTS PRESENT ADDITIONAL SEISMIC HAZARD:THEREFORE,THE APPLICANT SPRINKLER HEAD, SEE FIRE IN SUCH A MANNER THAT THEY CAN 600S137 43 _ lb'2" 14' 11" 13'4"' 23-0" 21' 4" 19'T e MAY BE REQUIRED TO PROVIDE CALCULATIONS SHOWING THAT ADDITIONAL STRUT 2" PROTECTION DRAWINGS MAIN RUNNER CROSS RUNNER SUPPORT A DESIGN LOAD OF NOT 6005162 33 16'-10" 15-7" 14'-0" 24'-4" 22'-7" 20'-4" �— �� 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 1 43 18'-4" 16'-11" 15'-Z' 26-3" 24'-4" 21'-10" 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 ($SMA) MTL.SCREWS @ THE GRID& (2) SCREWS AT THE STRUCTURE,SPAN PER TABLE ABOVE. ICC#ER-4943P REV DATE DESCRIPTION "_ SCALE - 06/24/20 NWNLAGENCYsuemni L 1 SPRINKLER CEILING PENETRATION _SCALE 10 SUSPENDED ACOUSTICAL CEILING SCALE -- —1 6 ALLOWABLE CEILING SPANS - L/2401 2 3 1 0 N.T S. 1 N.T.S, __. U • 2"MAX 8" HORIZONTAL BRACE. MAX • / GENERAL CEILING NOTES Q STRADDLE STUD BELOW AND FASTEN TO TOP — CV i 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. CN SUSPENDED CEILING �1 CROSS o SYSTEM.SEE CEILING PLAN. @3.. / 2. ASCE 7-10 SECTION 13.5.6.2.2 REQUIRES: RUNNER ``/ MAIN RUNNER 2 4 ,_ '� N CO — 2) STUD ORIENTATION �� - — �Mini� A) THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2". WHERE 45' TYP / (CONNECT @ 12"O-C.) "UNATTACHED" �` /�/ PERIMETER SUPPORTING CLIPS ARE USED,THEY SHALL BE QUALIFIED IN ACCORDANCE WITH APPROVED IIIIII CD t ( I TEST CRITERIA. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL -� 4 ` 1 BE ATTACHED TO THE CLOSURE ANGLE OR CHANNEL.THE OTHER END IN EACH HORIZONTAL DIRECTION —� 1 N ` / ® SHALL HAVE 3/4" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A - �L 12GA. BRACING W/4 TIGHT TURNS IN 1 1/2"EACH END. o�M/H / / CL05URE ANGLE OR CHANNEL.SPLAY WIRE BRACING IN CLUSTERS OF FOUR WIRES ATTACHED TO '► It / b^ �/ DRAWN Bl': MP — • MAIN RUNNER WITHIN 2"OFA CROSS TEE SECTION, iA"�' .rn ,/11 � B) FOR CEILING AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITIONCC• II % I I III THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 S.F., EACH WITH A RATIO OF THE LONG CHECKED BY: VK C Ii 1 TO SHORT DIMENSION LESS THAN OR EQUAL 4,SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSIS ARE ARCH. PROJECT NO.: m 2" �� 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 @ I DEMONSTRATE CEILING PENETRATIONS AND CLOSURE ANGLES OR CHANNELS PROVIDE SUFFICIENT BKM Z000� C/} 24"O.C.STAGGERED-SANDWICH MR BACK. & ATTACH W (3) 7/16" CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT. EACH AREA SHALL BE FRAMING SCREWS. "ATTACHED" '��11 I PROVIDED WITH CLOSURE ANGLES OR CHANNELS IN ACCORDANCE WITH SECTION 13.5.6.2.2.A AND SHEET NAME: HORIZONTAL RESTRAINTS OR BRACING. C-) — MR III 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 IF ENGINEERING IS SUBMITTED TO THE BUILDING ATTACHED TO THE CLOSURE ANGLE AND THE OTHER END SHALL HAVE A i" - METAL STUD WALL,SEE WALL TYPE SCHEDULE RESTRAINTS FOR HORIZONTAL FORCES. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED DIVISION FOR REVIEW. LARK # 25380 CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE INDEPENDENTLY OF THE CEILING. J UPON THE CLOSURE ANGLE "SHEET NUMBER: " SCALE -- – - - - - SCALE — _ 1 SCALE SCALE I - - • H COMPRESSION STRUT NTS 13 CEILING WALL ATTACHMENT N.T.S I 9 HORIZONTAL WALL BRACE I N.T.S. H 5 GENERAL CEILING NOTES NTS - 1 Z KEN McCRACKEN, a LiARCHITECT ■ A-ctwerture•Program M agement:Ft-r rreriy ■ ■ ■ EXECUTIVEPARK ■ SUITE 310 ■ IRVINE, CA 92614 ■ Contact Jeff IJederman ■ 1949)430-7051 I �iederma glnc.com ■ I I ■ ■ -. I I I ■ JEFF UEDERMAN,ARCHITECT ■ SEAL: I I ,\�\ED ARCS, ■ KENNETH J. �n M RACKE ■I I • ■ ` AM S, WA License#5599 ■O ■ I FUTURE LEASABLE AREA V f O� ■ I WALLS P-8 NOTE: v ■ I FLOOR FL-9 BASE BOARD AT GYP.BD. ■ BASE &1 WAISONLY `� 08/26/2020 ■ ■ KiMf2655 ■ COFFEE BAR ' ■ WALLS P-I UNO CONSULTANT: ■ ■ FLOOR LVT-I I © © BASE 131 V I ,an5.00 ■ ■ I - 7 IL 7 - ma ■ o 12-3 Is RESTROOM I 7 III RESTROOM WALLS P-1 _ .. r I !I WALLS P-I FLOOR LVT-I I I , - �_ ▪.. _.. FLOOR FL-4 SASE &I L/ aD - "2 \ r-2 a)-2 i I-2 rr r r ■ € I SASE B-1 ! OFFICE OFFICE OFFICE I OFFICE / / / ■ I II ' I N T I hJ I, . { 2 J r I WALLS P-1 UNO WALLS P-I UNO WALLS P-I UNO I WALLS P-1 UNO - / r r / ■ I 0 �o I FLOOR FL-1 NOCTURNE _ FLOOR FL-1 NOCTURNE FLOOR FL-I NOCTURNE FLOOR. FL-1 NOCTURNE —7 / / / — N / / / ■ .. P-2 I — __ I BASE B-1 ! r / / BASE B-1 BASE B-I BASE B-1 ,„______ : 1 . r . , , 7 1 5 N E 1 ( 2 ) 0_ I -- I RESTROOM Ll= , ! W } •- —± — \ -2) I WALLS P-1 I {P 2 + 1 . . . X 0 Z ■ 1 + ■ I FLOOR LVF1.)C____Iii BASE 13-1I 1\-( Q 2 ) Q = Z °- h ALL FURRED COLUMNS IN I U ■ I OPEN OFFICE I1 I - I _- I _ - I OPEN OFFICE OPEN OFFICE AREA ONLY, ; I WALLS P-I UNO -- 4.�w��w*��}1 I WALLS P-1 UNO TO BE PAINTED P-3. TYP. • FLOOR FL-I NOCTURNE I FLOOR FL-I NOCTURNE ■ I BASE B- ■ — 2 I BASE B I ■ A05.00I I �� I 1 ( P-2 ) IM II R <it _ a ■ I — — — 1,3: .1: — L 7 I LIQ ■ M nn II - ._ — — - P? OFFICE �� -. - OFFICE CONFERENCE Z NI - ■ I I WALLS P-1 UNO WALLS P-1 UNO I WALLS P-I I 1 y� 1 I ALL FURRED COLUMNS IN I FLOOR FL-1 NOCTURNE FLOOR FL-1 NOCTURNE I FLOOR FL-1 NOCTURNE I I O N, ■ OPEN OFFICE AREA ONLY, _.--. I BASE B-1 - BASE B-I ■ _ I r BASE B 1 c' _.- ■ TO BE PAINTED P-3. TYP. —� _ C T. ■ -_ . I I - f - (�' 0 0 0 J —7 II / I .//./7;% 1 Il . -: -f J 1 r i t _[L p , T �_ �_ 1L -t _ <I> C un 6 . = = , , , i li.._ ff sup i., r— — 1 loo 0 REV i DATE 1 DESCRIPTION NOTE: REFER TO FINISH -6. 08/24/20 !NW AGENCY SUBMiTTAL SCHEDULE SHEET A02.34 NORTH I/4"= I'-0" WALLS CEILIING - N { # ) KEYNOTES RM. # ROOM NAME HGT. REMARKS � .. 0 MAT. FINISH AFF MAT. FINISH I, PRIOR TO INSTALLATION OF ANY RESILJENT FLOORING MATERIALS, CONTRACTOR IS TO PERFORM -- -- N 1. G.C. TO PROVIDE GYP. 8©. 0/METAL FRAMING ON ALL(E) EXPOSED WALL SURFACES 1. USE WRX GYPSUM BOARD AT ALL WET WALLS. AT OFFICE AREAS. TYP COFFEE BAR GYP. BD. PER 10'-0" ACF - �J CALCIUM CHLORIDE TESTS TO DETERMINE IF SURFACES ARE SUITABLY DRY, FREE OF OLD _-_._,� 2. NEW RESTROOMS PROVIDE TEXTURED GRAY FRP TO 48"A.F.F. APPLY ALUMINUM TRIM PLAN �J ADHESIVES, CURING COMPOUNDS AND HARDENERS, IF APPLJCABLF,AND READY TO RECEIVE FIELD CARPET DIRECT GLUE AT OFFICE &CONFERENCE AREAS N 2. PROVIDE FLOORING TRANSITION STRIP. BEADS. FLOORING. CONTRACTOR IS TO FOLLOW TESTING GUIDEUNES AS PROVIDED BY THE CO TYP OFFICE GYP. BD. PERPL10'-0" ACT - ©O MANUFACTURER(S) OF FLOORING MATERIALS BEING INSTALLED IN ORDER TO ENSURE O 3. THERMOSTAT VENSTAR COMMERCIAL COLORTOUCH#T8800, SEE MECH. DWGS PER ©O INTEGRITY OF INSTALLATION WARRANTY. TYP OPEN OFFICE GYP. BD. PLAN 10'-0" ACT - 2. ADHESIVES FROM PREVIOUS INSTALLATION ARE TO BE REMOVED BY MECHANICAL MEANS SUCH � , - .J 4. RECEPTACLJ S/SWITCHES/SENSORS"LEVITON DECORA"WHITER AS BEAD BLASTING OR GRINDING. VINYL PLANK TILE- ---------- - Q PETYP CONFERENCE GYP. BD. PLAN 10'-0" ACT 00 TRANSITION STRIP: SCHLUTER ALUM. FLOOR TRANSITION WRX-GYP CEILING FINISH NOTES: DRAWN BY: MP — TYP UNISEX RESTROOM BD. P 8/FRP I 8'-0" GYP. BD. - 00 INSULATION ABOVE DECK CHECKED BY: VK CC PANT ALL ELECTRICAL CONDUITS, HANGERS,AND HVAC DUCT SAME COLOR AS BOTTOM OF DECK ARCH. PROJECT NO.: CO FUTURE LEASABLE PER OPEN _ - 3O (SEE ROOM FINISH SCHEDULE). D TYP. AREA GYP. BD- PLAN TO DECK INSULATION BELOW DECK BKM 20004 Cn INSULATION COVERED BY WHITE SCRIM ATTACHED TO JOISTS. PAINT ALL ELECTRICAL CONDUIT, CONDENSATE PIPES, HANGERS,AND RIGID DUCT TO MATCH SCRIM. "SHEET NAME: FIRE SPRINKLER PIPES U UNDER NOPANTING. CIRCUMSTANCES ARE FIRE SPRINKLER PIPES TO BE PANTED. PROTECT DURING FINISH PLAN wZ SUITE 100 0 SHEET NUMBER: __J� I Q h— FINISH LEGENL - Z KEN McCRACKEN, ARCHITECT Archtlicture•Prograni manageme*•Permitting 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Contact Jeff Lederman (949)430-7051 jliederman®pmdginc.com AILI 1 1 1 JEFF UEDERMAN,ARCHITECT ■s■■s■■ssss■ss■■sss ■sss■■■ss■s■■ss■ ■■sssssssre■■■■i■■■■sss■s■■ss■s■ss■■■sa■■■■■s■s■■s■■■■wwws■■■■■ ss■■sw■s■■sw■w■■w■■■wwI■■s■s■s■s■ws■ssss■■s■■■■■■s■■■■■■a■ss■ ■ss■■sss■ss■s■■s■■■■■aw■■■■■■■■■■ ■■I■■ssss■sswsss■ss■ssss■ss :* SEAL: 1 I I / OD Aicpc C-.3 KENNETH J. 6) OFFICE OFFICE OFFICE OFFICE OFFICE c m . RACKE ,k WALLS P.1 1 UNO I WALLS P-1 UNO WALLS P-1 UNO WALLS P-1 UNO I W LLS P-1 UNO • I FLOOR FL-2 NOCTURNE , I FLOOR FL-2 NOCTURNE I FLOOR FL-2 NOCTURNE FLOOR FL-2 NOCTURNE I FLOOR FL-2 NOCTURNE " AM S, WA BSE B-I I BASE B-1 _.I BASE B-1m BASE B-I I BASE B-1 . > License#5599 OF D \ 08/26/2020 _ R: ' N:1 Ii ..---- . 1 �\ ,-.-- I CONSULTANT: P-2 ) \ ( V _L IFUTURE LEASABLE AREA P-I r- �r I WALLS P$ FLOOR FL-9 I BASE 13.1 ' I OPEN OFFICE I / NOTE: L- I WALLS P-1 UNO I BASE BOARD AT GYP.BD. I FLOOR FL-2 NOCTURNE WALLS ONLY Ill-=-, BASE,B-1 — - - L— ----L r A oc-5-;.4 1,=_L_T 1 g„_.i) _--L - I i L in . - - ; z i N. WEI E I CONFERENCE I i - ',"";;',-;,.`,.:;,/,'';--.:: , . . 77.',.`./.1'2:2-2.';',!.,/,-/,'2.',",',./.:: CO a\ c. f 1/iii. '/!�-'/ /:"� %�. �/, / ,/- i. ��/. WALLS P I UNO © ,- _� / T f f T— / -�__` / .7.______,_,,, t- z S I FLOOR FL-2 NOCTURNE .. (N)R.R.VESTIBULE - / r -� / i j I BASE B-1 — 7..W _ �. 17f ern. 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BEADS. PER FLOORING. CONTRACTOR IS TO FOLLOW TESTING GUIDEUNES AS PROVIDED BY THE MI CO TYP OFFICE GYP. BD. PLAN 10'-0" ACT - 00 MANUFACTURER(S) OF FLOORING MATERIALS BEING INSTALLED IN ORDER TO ENSURE O 3. THERMOSTAT'VENSTAR COMMERCIAL COLORTOUCH#T8800, SEE MECH. DWGSPER INTEGRITY OF INSTALLATION WARRANTY.TYP OPEN OFFICE GYP. BD. 0'-0 PLAN 1 " ACT - 00 2. ADHESIVES FROM PREVIOUS INSTALLATION ARE TO BE REMOVED BY MECHANICAL MEANS SUCH — -- —I 4. RECEPTACLES/SWITCHES/SENSORS "LEVITON DECOR WHITE AS BEAD BLASTING OR GRINDING. VINYL PLANK TILE- - Q TYP CONFERENCE GYP. BD. PER 10'-0" ACT - 00 ' TRANSITION STRIP: SCHLUTER ALUM. FLOOR TRANSITION I— TYP UNISEX RESTROOM WRX-GYP. P-8/FRP-1 $'-0" GYP. BD. - CEILING FINISH NOTES: DRAWN BY: MP — BD. 00 INSULATION ABOVE DECK CHECKED BY: VI( m PANT ALL ELECTRICAL CONDUITS. HANGERS,AND HVAC DUCT SAME COLOR AS BOTTOM OF DECK ARCH. PROJECT NO.: TYP ARFUEA LEASABLE GYP. BD. 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REMARKS FLOORING NOTES; O MAT. FINISH MAT. FINISH N 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 AT OFFICE AREAS. TYP COFFEE BAR GYP. BD. PER 10'-0" ACT 4 CALCIUM CHLORIDE TESTS TO DETERMINE IF SURFACES ARE SUITABLY DRY, FREE OF OLD *CrN 2" NEW RESTROOMS-PROVIDE TEXTURED GRAY FRP TO 48"AF.F. APPLY ALUMINUM TRIM PLAN O ADHESIVES, CURING COMPOUNDS AND HARDENERS, IF APPLICABLE,AND READY TO RECEIVE FIELD CARPET-DIRECT GLUE AT OFFICE &CONFERENCE AREAS 2. PROVIDE FLOORING TRANSITION STRIP. BEADS. PER FLOORING. CONTRACTOR IS TO FOLLOW TESTING GUIDELINES AS PROVIDED BY THE CO TYP OFFICE GYP. BD. PLAN10'-0" ACT - 00 MANUFACTURER(S) OF FLOORING MATERIALS BEING INSTAL I FD IN ORDER TO ENSURE O 3. THERMOSTAT"VENSTAR COMMERCAL COLORTOUCH #T8800, SEE MECH. DWGSPER INTEGRITY OF INSTALLATION WARRANTY" TT OPEN OFFICE GYP. BD. PLAN I0'-0" ACT - 00 2. ADHESIVES FROM PREVIOUS INSTALLATION ARE TO BE REMOVED BY MECHANICAL MEANS SUCH , - J 4. RECEPTACLES/SWITCHES/SENSORS "LEVTTTON DECORA"WHITE AS BEAD BLASTING OR GRINDING. - VINYL PLANK TILE- - Q TYP CONFERENCE GYP. BD. 10'-0" ACT - 00 TRANSITION STRIP: SCHLUTER ALUM. FLOOR TRANSITION H PERTTUNISEX RESTROOM -GYP P-8/FRP I B'-0" GYP. BD. - DRAWN BY: MP CC BD. 00 INSULATION ABOVE DECK CHECKED BY: VK PAINT All ELECTRICAL CONDUITS, HANGERS,AND HVAC DUCT SAME COLOR AS BOTTOM OF DECK ARCH. PROJECT NO.: CO FUTUTYp, ARRE �EA GYP. BD. PLAROPEN N TO DECK O INSULA(SEE RON BELOW DECKM FINISH ��] (n INSULATION COVERED BY WHITE SCRIM ATTACHED TO JOISTS. PAINT ALL ELECTRICAL CONDUIT, BKM 20004 (E) MENS CONDENSATE PIPES, HANGERS,AND RIGID DUCT TO MATCH SCRIM. ®SHEET NAME: >"' RESTROOM FIRE SPRINKLER PIPES U UNDER NO PAINTING. CIRCUMSTANCES ARE FIRE SPRINKLER PIPES TO BE PAINTED. PROTECT DURING FINISH PLAN ZZ (E)WOMENS RESTROOM SUITE 102 Q 4#SHEET NUMBER: 'J Q I- FINISH PLAN KEYNOTES Z Nil ior ■■■■■■■■i■■■i II ■■■■■■■■ ■■■a■■■i■■I•■■■■I■■■■w■■■■w■.■■■i IENI ■■■■■. m ■■■■■■ .■■■■■■J•■)p■■r■■■■■■■■■■■■i•■■■■•■■■■■■■■■■■■■■■■■■■1■■■■■■■■■■■_r■■■■■■I•■■■■■■■■■■■j■■■■■!■■■a■■■■■■■■■■■■■■■■■■■■■■� - KEN McCRACKARCHITECT - - — — - - I , 'i RESTROOM RESTROOM 38 EXECUTIVE PARK I WALLS P 1 WALLS P! 1 LT. ROOM WALLS P 8 I SUITE 310 I F 1 FLOOR LVf 1 IRVINE CA 92614 � FLOOR LVT �w � �� Q I OFFICE I OFFICE ' BASE B-I � i BASE B-1 � -, � FLOOR FL-9 I �� I WALLS P-I UNO WALLS P-1 UNO — , . _ _ L �- �- — BASE WA I (949)430705I ■l i Contact teff Liederrnan (-� I FLOOR FL-3 NOCTURNE �FFLOOR FL-3 NOCTURNE �- —. _1 jliedermanraprndginc.com I BASE �l BASE �1 0 7- ©=W .� — � (P Z BREAK-OUT ROOM __.�, _._ — z * ` . it IN z - - l I I WALLS P i UNO raw ii cl ICP 2 ) zi I FLOOR FL-3 NOCTURNE I ---- �.. ■■rte I —_ 1 I BASE B-1 f �. P-2 I I JEFF UEDERMAN,ARCHITECT a ( PZ ) Ps r� 1 , / — Iv - I I I u1i1— SDA 1c3 KENNETH J. a M RACKS ( P-I ) I I - • ii 1- — _ AM S, WA I , I TRAINING ROOM License#5599 N I , I WALLS P-1 UNO �� P-2 I FLOOR FL-3 NOCTURNE "9f7(' 7 C 6 . 3. �. I — . --1- 1 .� &15E &1 Of e„._ � ~1 08/26/2020 i I I �1 �. \ i KJM/2G55 i • ` I— — — — — — — CONSULTANT: 111\ ill ( P--5 ) j � \ �' / ALL SIDES C \ � � � ` \ P.� �, ; ( TYP.) GEM m p I — .- — 3� `• •• N 1 • • I COFFEE BAR it• _ 1 \ • , • WALLS P-1 UNO . , ! I • FLOOR LVT-I (7 I I 1 I LI OPEN OFFICE 1 • ` \ _. .. BSE B-I I OPEN OFFICE - I I r — SUITE 1 WALLS P-1 UNO , , FLOOR FL-3 NOCTURNE , \ • WALLS P-! UNO FLOOR FL-3 NOCTURNE t_i ( P-2 i I 103 I BASE &I _ BPSE B-1 I • • _ - -- f L_ Z 1 —1 Ca 10 0 - I ( P-6 ) II\ ( P-6 ) 7I - I — — I — — I — 6 ,05.01 7 i M A05.01 \___/ < 1 .1- _ _ i__ , , + i I I 1- - 1 1 l', MEMEL uQi 1 -1"1 1 ,,:cii___: , --1 , --I — t CONFERENCE OFFICE I OFFICE i -- Z \ WALLS P-] UNO WALLS P-1 UNO WALLS P-! UNO 1 IN 1 FLOOR FL-3 NOCTURNE (T'-2 ) FLOOR FL-3 NOCTURNE Ji) 1 FLOOR FL-3 NOCTURNE -- CD .� --- 0 k I BASE B-1 I BASE B-1 ( BASE B-1 iI — ! — a ( . J , , n iI1 Si, , 1111111 ri 1 1 fi-----1-A. ' r -1-4-=-1. , . .i -1- < pi) 1.4_,_:, 9- - n- li- _.0 7 9 i-n-- .... f [ r . . n 'n r1 0 1 I 1 P I REV DATE DESCRIPTION NOTE: REFER TO FINISH 08/24/20 MO/AGENCY 3R VlL SCHEDULE SHEET A02.34 NORTH _ — - FINISH PLAN - SUITE 103 1/4"= 1'-0" WALLS CEILING — CV C # ) KEYNOTES . RM.# ROOM NAME HGT• REMARKS FLOORING NOTES; O MAT. FINISH AFF. MAT. FINISH I. PRIOR TO INSTALLATION OF ANY RESILIENT FLOORING MATERIALS, CONTRACTOR IS TO PERFORM N 1. G.C. TO PROVIDE GYP. BD. 0/METAL FRAMING ON ALL(E) EXPOSED WALL SURFACES 1. USE WRX GYPSUM BOARD AT ALL WET WALLS. AT OFFICE AREAS. PER - CALCIUM CHLORIDE TESTS TO DETERMINE IF SURFACES ARE SUITABLY DRY, FREE OF OLD 2. NEW RESTROOMS-PROVIDE TEXTURED GRAY FRP TO 48'A F.F. APPLY ALUMINUM TRIM ' COFFEE BAR GYP. BD. PLAN l 0'-0" ACT O ADHESIVES, CURING COMPOUNDS AND HARDENERS, IF APPUCABLE,AND READY TO RECEIVE FIELD CARPET-DIRECT GLUE AT OFFICE &CONFERENCE AREAS CV 2. PROVIDE FLOORING TRANSITION STRIP. BEADS. PER - FLOORING. CONTRACTOR IS TO FOLLOW TESTING GUIDEUNES AS PROVIDED BY THE I I III CO TYP OFFICE GYP. BD. PIAN I0'-0' ACT 00 MANUFACRJRER(S) OF FLOORING MATERIALS BEING INSTALLED IN ORDER TO ENSURE 3. THERMOSTAT"VENSTAR COMMERCIAL COLORTOUCH #T8800, SEE MECH. DWGS INTEGRITY OF INSTALLATION WARRANTY. TYP OPEN OFFICE GYP. BD. PER I0'-0" ACT - 00 2. ADHESIVES FROM PREVIOUS INSTALLATION ARE TO BE REMOVED BY MECHANICAL MEANS SUCH I ' , , I J 4. RECEPTACLES/SWITCHES/SENSORS••LEVfTON DECORA"WHITE PER AS BEAD BLASTING OR GRINDING. VINYL PLANK TILE — Q TYP CONFERENCE GYP. BD. PLAN 10`-0" ACT - 00 J , TRANSITION STRIP: SCHLUTER ALUM. FLOOR TRANSI I1ON �' 3�d1 i NI:,. . 011, '� DRAWN BY: MP ~ TIP UNISEX RESTROOM WRX�'YP. P-8/FRP I 8'-0" GYP. BD. - BD. 00 INSULATION ABOVE DECK CHECKED BY: VK m PAINT ALL ELECTRICAL CONDUITS, HANGERS,AND HVAC DUCT SAME COLOR AS BOTTOM OF DECK ARCH. PROJECT NO.: "" TRAINING ROOM GYP. BD. PER IO'-00" ACT _ P (SEE ROOM FINISH SCHEDULE}. BK�/1Z�®04 INSULATION BELOW DECK (n INSULATION COVERED BY WHITE SCRIM ATTACHED TO JOISTS. PAINT ALL ELECTRICAL CONDUIT, CONDENSATE PIPES, HANGERS,AND RIGID DUCT TO MATCH SCRIM. SHEET NAME: BREAK ROOM GYP. BD. P1 10ER '-0" ACT - OO FIRE SPRINKLER PIPES 0 AN UND00 ER NO CIRCUMSTANCES ARE FIRE SPRINKLER PIPES TO BE PAINTED. PROTECT DURING FINISH PLAN LuZ I.T. ROOM GYP. BD. PER OPEN - - PLAN TO DECK SUITE 103 Q v'iE 7 NUM' E.. : J I— KEN McCRACKEN, ARCHITECT mire•Prooram» 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Contact Jeff Lederman 19491 430-7051 jliedermarOtprndginc.com JEFF UEDERMAN,ARCHITECT •SEAL: ,\`c\ED ARchi KENNETH J. �n M . RACKE • AM S, WA CJ f), License#5.599 O\ 1�� ‹c OF 08/26/2020 KJ,b^/2655 CONSULTANT: H Z W Z IIIIVI W >- gal 0Z 1 C m44s M LIU M. n, aN MANUFACTURER KEY I DESCRIPTION I MANUFACTURER `- 0 PAINT FLOORING NOTES: rl 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 5T210 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 1 COLOR: OPTION#1 SHALE 08597 OPTION#2 NOCTURNE 08557 5%ACCENT CARPET: STYLE:APPUED SHAW I (P3) SW67 I 1 'PARAKEET' SHERWIN WILLIAMS ADHESIVES, CURING COMPOUNDS AND HARDENERS, IF APPLICABLE,AND READY TO RECEIVECD COLOR: NIGHT VISION 04326 FLOORING. CONTRACTOR IS TO FOLLOW TESTING GUIDELINES AS PROVIDED BY THE STANDARD CARPET SCHEME#2 (ORANGE SCHEME ) 24" x 24" SHAW-STYLE: DISTRICT SITUATION 5T2 10 PAINT SCHEME#2 (ORANGE SCHEME) (P1) SW7005 'PURE WHITE', (P2) SW7673 'PEWTER CAST, MANUFACTURER(S) OF FLOORING MATERIALS BEING INSTALLED IN ORDER TO ENSURE0 O''''' ( l'' FL 2 COLOR: OPTION#1 SHALE 08597 OPTION#2 NOCTURNE 08557 5%ACCENT CARPET: STYLE:APPUED SHAW 2 (P4) SW6892 'CARNIVAL' SHERVVIN WILIJAMS INTEGRITY OF INSTALLATION WARRANTY. COLOR: LAVA 04675 P 2. ADHESIVES FROM PREVIOUS INSTALLATION ME TO BE REMOVED BY MECHANICAL MEANS SUCH PAINT SCHEME#3 (BLUE SCHEME) (PI) SW7005 'PURE WHITE', (P2) SW7673 'PEWTER CAST, AS BEAD BLASTING OR GRINDING. STANDARD CARPET SCHEME#3 (BLUE SCHEME ) 24"x 24" SHAW-STYLE: DISTRICT SITUATION 5T210 3 (P5) DE5895 'DIVE IN' SHERIMN WIWAMS 3 COLOR: OPTION#1 SHALE 08597 OPTION#2 NOCTURNE 08557 5%ACCENT CARPET: STYLE:APPUED SHAW REV' DATE i DESCRIPTION COLOR: COSMIC 04429 PAINT SCHEME#4 (RED SCHEME) (P1) SW7005 'PURE WHITE', (P2) SW7673 'PEWTER CAST, STANDARD CARPET SCHEME#4 (RED SCHEME ) 24•X 24" SHAW STYLE: DISTRICT SITUATION 5x110 4 (P6) SW6868'REAL RED' SHERWIN WILLIAMS 024/20. inrt►Kn crSusMrrrnL 4 COLOR: OPTION#1 SHALE 08597 OPTION#2 NOCTURNE 08557 5%ACCENT CARPET: STYLE:APPUED SHAW - COLOR: LASER 04885 5 DOOR/WINDOW FRAMES-COLOR MATCH TIMELY ALUMATOME OR (P7) SW7663 'MONORAIL SILVER ---- INSULATIONABOVE DECK - PAINT ALL ELECTRICAL CONDUITS, HANGERS,AND HVAC DUCT SAME COLOR AS BOTTOM OF DECK . 5 NOT USED 6 DOOR PANELS- (P8) 'PEWTER CAST'SW7673, OR IP1) 'PURE WHITE'SW7005 (SEE ROOM FINISH SCHEDULE). INSULATION BELOW DECK 0 INSULATION COVERED BY WHITE SCRIM ATTACHED TO JOISTS. PAINT ALL ELECTRICAL CONDUIT, CV 7 T-BAR GRID-COLOR MATCH ARMSTRONG PRELUDE CONDENSATE PIPES, HANGERS,AND RIGID DUCT TO MATCH SCRIM. - O 6 NOT USED FIRE SPRINKLER PIPES 8 SHEEN: OFFICE-EGGSHELL 1 RESTROOMS, DOORS&FRAMES-SEMI GLOSS I WAREHOUSE &STORAGE-FLAT UNDER NO CIRCUMSTANCES ARE FIRE SPRINKLER PIPES TO BE PAINTED. PROTECT DURING N PAINTING. 7 NOT USED CEILING ACT 2 ACOUSTIC CEIUNG TILE: 24"X 48"X 5/8", 'DUNE SECOND LOOK' 2712, SQUARE LAY-IN, COLOR: TEE GRID - CD 8 NOT USED SUSPENSION SYSTEM: 15/16" 'PRELUDE, COLOR MATCH ARMSTRONG PRELUDE -• —_ J MISCELLANEOUS Q 9 POUSHED CONCRETEREFLECTIVITYGRADE 2 /CLASS 1 FINISH ( SALT&PEPPER FINISH /LOWREFLECTIVITYFIBERGLASS REINFORCED PANEL(FRP): GLASBORD-FSI, 4'X 10' COLOR: 'GENERIC TEXTURED GREY'WASHABLE 3 I- FRP 1 SANITARY SURFACE RESTROOM WAINSCOT DRAWN BY: MP — LVT-1 LVT OPTION#1 SHAW-STYLE:TERRAIN II 0655V, COLOR: SHADE 00548 ( LVT-1) SHAW 2 CHECKED BY: VK ATH 1 ADA COMPLIANT ALUMINUM THRESHOLD EXISTING TO BE FIELD VERIFIED. CO ARCH. PROJECT NO.: NOT USED D PL 1 PLASTIC LAMINATE-BLACKENED STEEL 8918-58-BASE CABINETS FORMICA BKM 20004 NOT USED PL 2 PLASTIC LAMINATE-UNEN D427-60-UPPER CABINETS WLSONART SHEET NAME: _ 0 BASE 1 RUBBER BASE OPTION#1, 4"OFFICE/6" RESTROOM-COVED RADIUS-20 CHARCOAL(B-1) JOHNSONITE PL 3 PLASTIC LAMINATE-ASHEN RIBBONWOOD 8836-58-BASE CABINETS FORMICA FINISH w B PL 4 PLASTIC LAMINATE-GRAPHITE 837-58-UPPER CABINETS FORMICA SCHEDULE Q _I PL 5 PLASTIC LAMINATE -ECLIPSE MOXIE Y0483-60-BASE CABINETS WILSONART 64 SHEET NUMBER: Q ROOM FINISH S 1!' 11t!p-' 1 I- I z KEN McCRACKEN, ADA COMPLIANT SIGN TO ARCHITECT EQ. EQ. f BE INSTA I FD ON PUSH �- Architecture• Management•Perrrng SIDE OF DOOR. RE: 7/A00.12 38 EXECUTIVE PARK SUITE 310 COUNTERTOP AND SPLASH IRVINE, CA 92614 FROM 3/4" PLYWD. id/ ADA COMPLIANT 6"x8" SECURED TO 2X4 SIGN TO BE INSTALLED ON Contact:Jeff uederman FRAMING 0 SINK. PUSH SIDE OF DOOR. 19491430-7051 RE: 7/A00.12 iliedermar 0-7051.corns 7-0" ;,• COUNTER AND SPLASH TO RECEIVE PLASTIC LAMINATE ON ALL EXPOSED SURFACES. !=-L- 1 GARBAGE _- DISPOSAL J I JEFF L EDERMAN,ARCHITECT SEAL_. y F CABINET, 3/4" PLYWD. CONSTRUCTED W/ 1/4" E PLYWD. BACK,ALL EXP. 0 pp rr D n �I SURFACES TO RECEIVE ilj ��`\L ARCy PLASTIC LAMINATE. V KENNETH J. CD ig M RACK fifi II -_ I III INSULATED PIPES AND 4 BASE CABINET I'1 DISPONSAL PER ADA u, REQUIREMENTSAM S, WA FIN. FL R. Vt..../-).. License#5599 �1 OF 0�� 3"= 1'-0" 3/4" = 1'-0" 3"= 1'-0" 1/2"= 1'-0" 1/2"= I'-0" 08 6/2 /2020 u KJM/2655 74"A.F.F. MIRROR SUPPUED BY G.C.AND CONSULTANT: -- CABINET, 3/4" PLYWOOD CONSTRUCTED T.O. REFLECTIVE SURFACE OVERHEAD CABINET WITH 1/4" PLYWOOD BACK ALL EXPOSED INSTALLED BY G.C. IN ACCORDANCE CERAMIC TILE OVER SURFACES TO RECEIVE PLASTIC LAMINATE. WITH ADA REQUIREMENTS SETTING BED OVER IPL-2) METAL LATH OVER GENERAL NOTE FOR SOUD SURFACE COUNTER -\ ,L/,'\___ BLDG. PAPER CABINETS: / Z:- ALL INTERIOR CABINET SURFACES TO SPLASH & SIDES W/ v BLOCKING AT WALL w RECEIVE WHITE MELAMINE FINISH. STAINLESS STEEL LAVATORY 2x WOOD BLOCKING 1. CABINETS MUST BE COMMERCIAL PREMIUM GRADE, BUT ARE NOT ATTACHED TO STUD CABINET TO BE SECURELY 2�-0" WITH L1 .5 x 1.5 TOP& REQUIRED TO FOLLOW THE WIC ADJUSTABLE SHELF, 3/4" PLYWOOD WITH FN L 40" MAX. STANDARDS OR INSPECTIONS. ATTACHEDSCRTO WALLS WITH \- I HARDWOOD STRIP AND ALUMINUM SHELF - B.O. REFLECTIVE SURFACE BOTTOM BOTH ENDS- \ STANDARDS. N r 2x8 HORIZ. BLOCKING 2. BASE CABINETS TO BE PL 1. UPPERCONTINUED BETWEEN STUDS CABINETS &COUNTER TOP LAMINATE 1'-3" �� COUNTERTOP AND SPLASH, 3/4" PLYWOOD �� • STAINLESS STEEL GRAB COLOR TO BE PL_2, REFER TO FINISH w 2'-0" 4 MR SECURE TO ZX BLOCKING. COUNTER AND rI—, SCHEDULE. w I ` - SPLASH TO RECEIVE PLASTIC LAMINATE ON n' ALL INTERIOR CABINET'SURFACES TO ... ALL EXPOSED SURFACES. (PL-2) Ct P�' f 3. CABINETS TO BE SECURELY ATTACHED RECEIVE WHITE MELAMINE FINISH. ill 8" INSULATE ALL EXPOSED PIPING —' TO WAI I S WITH SCREWS FROM BELOW LAVATORY TO ADJUSTABLE SHELF, 3/4" PLYWOOD CO WITH HARDWOOD STRIP®FRONT AND SLIDING DRAWER, PLASTIC LAMINATE FACE WALL ;_ ALUMINUM SHELF STANDARDS. ''"*.. AND FACE EDGES WITH, REQUIRED HARDWARE. INTERIM SURFACES TO RECEIVE OIS i,,., WHITE MELAMINE FINISH. (PL-1) r` Z w o� Psi 2x8 HORIZ. BLOCKING 1 1/2 �`' 1 1/2" `n CONTINUED BETWEEN STUDS FACE OF STUD Z CABINET, 3/4" PLYWOOD CONSTRULIED KNEE/TOE 6" iv = d RESIDENT BASE --� WITH 1/4" PLYWOOD BACK,ALL CLEARANCE _ COVE BASE, REFER TO FINISH __ SCHEDULE a -------------...._ 4, b- I BASE CABINET 17 FIN. FLR. E Ou 3/4" = 1'-0" 3„ _ I,-0' 3/8"= I'-0" 3" = I'-0" RESTROOM ACCESSORIES C # ) KEYNOTE DESCRIPTION 1. NOT USED. TYPE QTY ITEM MANUFACTURER MODEL DESCRIPTION NOTE: GENERAL NOTES 2. PROVIDE WALL BLOCKING AT ALL GRAB BARS AND WALL MOUNTED FIXTURES. A 1 TOILET TISSUE DISPENSER BOBRICK B-2730 EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED. 1. ALL EQUIPMENT SHALL MEET LOCAL ACCESSIBILITY REQUIREMENTS. SEE DETAIL 3/A03.00 SIGNS SHALL BE CONTRASTING IN COLOR FROM DOOR 3. TANK TYPE TOILETS: GLACIER BAY 2 PIECE I.l/1.6 GPF HIGH EFFICIENCY DUAL FLUSH I� 24"x36" CHANNEL FRAME MIRROR„ 2. PROVIDE PLASTIC CORNER GUARDS AT EDGES BELOW 6"-0". U B i 1 MIRROR BOBRICK B-165 2436 POLISHED STAINLESS STEEL ADA#N2316 3. PROVIDE 4" HIGH BACKSPLASH AT ALL COUNTERTOPS THAT TERMINATE AT WALL. 4. LAV SINK-WALL HUNG KOHLER#K-2031-0 GREENWICH WALL MOUNT BATHROOM SINK C 1 UTILITY HOOK BOBRICK B-6707 (WHITE). (ADA)SATIN-FINISH STAINLESS STEEL CONTRASTING I/4" BACKSPLPSH TO MATCH COUNTERTOP MATERIAL. WHITE FAUCET"DELTA" A #87T105 SINGLE HOLE HANDEL CHROME THICK EQUALATERAL TRIANGLE WITH 12" 4. SANITARY NAPKIN DISPOSAL UNITS, IF PROVIDED, SHALL COMPLY WITH SECTION 5. G.C. TO INSTALL TRUEBRO LAVGUARD-UNDERSINK PIPE COVERS FOR SUPPLY AND D 1 GRAB BAR (REAR) BOBRICK B-5806 x 364‘ EDGES I 1B-309.4 AND SHALL BE WALL MOUNTED/ND LOCATED ON THE SIDEWALL DRAIN VALVE. �I AL+60" - - BETWEEN THE REAR WALL OF THE TOILET AND THE TOILET PAPER DISPENSER. A.F.F. ADJACENT TO THE TOILET`PAPER DISPENSER. THE DISPOSAL UNIT SHALL BE E 1 GRAB BAR (SIDE) BOBRICK B-5806 x 42 LOCATED BELOW THE GRAB BAR WITH THE OPENING OF THE DISPOSAL UNIT 19 6. SCHLLTTER SYSTEMS TRANSITION WALL STRIP:ANODIZED ALUMINUM. 1/8" RADIUS (TYP.) ELONGATED FRONT TOILET SEAT (WHITE) INCHES MINIMUM ABOVE THE FINISH FLOOR. RESTROOM CLEAR FLOOR SPACE GENERAL NOTES: F TOILET SEAT BEMIS 1955CT 000 ITEM SPACE REQUIRED. MIN CLR 1. G.C. TO PROVIDE BLOCKING FOR RESTROOM ACCESSORIES AND SHELVING AS REQUIRED I7 i a•a 5. THE WATER CLOSET COMPARTMENT SHALL BE EQUIPPED WITH A DOOR THAT BY MFR., DASHED LINES ON ELEVATIONS REPRESENT APPROXIMATE LOCATION OF SURFACE MOUNTED VERTICAL TANK +6Q" .�' HAS AN AUTOMATIC-CLOSING DEVICE. A TOILET 60"X 59" BLOCKING. G 1 SOAP DISPENSER BOBRICK B-2111 SATIN-FINISH STAINLESS STEEL A.F.F. 2. REFER TO PLUMBING SHEETS FOR SPECIFICATIONS OF ALL FIXTURES. CONTRASTING 6. REFER TO PLUMBING DRAWINGS FOR ALL FIXTURE TYPES. B SINK 30"X 48" V n H 1 WASTE RECEPTACLE BOBRICK B-279 SURFACE MOUNTED UNIT, I/4"THICK 12" 3. ALL WALL MOUNTED PLUMBING FIXTURES ARE TO BE SUPPORTED BY IN-WALL CARRIERS, SATIN-FINISH STAINLESS STEEL D . CIRCLE C -0 PUSH SIDE OF 3' " DOOR 48"X 48" SEE PLUMBING SHEETS. C FRONT APPROACH 12" MIN CLR ON 4. REFER TO WALL DETAILS ON SHEET A07.00 Li-, 6 PUSH SIDE J NOT USED n PULL SIDE OF 3'-0" DOOR 54"X 60" SURFACE MOUNTED SATIN-FINISH FRONT APPROACH K 1 SANITARY NAPKIN DISPOSAL BOBRICK B-254 STAINLESS STEEL DOOR SYMBOL 18" MIN CLR ON PULL SIDE 1 SEAT COVER DISPENSER BOBRICK 8_221 SURFACE MOUNTED SATIN-FINISHtk- -J STAINLESS STEEL REV .'.':'i l: C k' 'i' I' LM 1 PAPER TOWEL DISPENSER BOBRICK B-262 SURFACE MOUNTED SATIN-FINISH STAINLESS STEEL _ INITIAL AGENCY SUBMITTAL �i 0 C $'-0"A.F.F. 8'-0"A.F.F. Thi" J GYP. BD. CLG. GYP. BD. CLG. - - O N 4'-6" MIN. ' H - - a` _ N P1 -� // r ALL WALLS D P-1 // B ,- — — — --i D H N ALL WALLS / © I V 00 6 /� © B © 6 © /46 ) 1 1 6 © I © 1 1 - J / 0 D / `— - - - —1— 5 A, 1 Q 1 -- _ 4 2 I AA3 00 ! \ - I 1- - I- I I r - - - - - - - - I 1 3 �I! - DRAWN BY: MP C_ \ "� �. } - 3� A IC !I © �� ^ C CHECKED BY: VK C s� ) I \ © CO \li \ - - J 1— - — 3 - - - \ 1 - - — — ARCH. PROJECT NO.: FRPI Q C� A I FRPI 1_ - - — 1-1— - - -1— Co ALLWAJIC \\ QI) g LLc I ALL WALLS \ - - - _ BKM 2 0004 Cn LI LI I BISHEET NAME: } \ 0 © IN m rn © ( m � � � 1 � I ENLARGED Z \ D G LLI 0 o'-0" FIN,�FIJZ. \ \ 0'-0" FIN. FLA. ^�• • - 11 RESTROOM &1j. ..� © &I •,• s PLANS 1 '7 Z4" MIN.- ALL WALLS 42 MAX. ALL WALLS _ SHEET NUMBER: 'Q 1/2"= 1'-0" 1/2" = I'-0" I1CA TESTI O ';� PLAN Z KEN McCRACKEN, ARCHITECT Architecture• Management•Permitting 38 EXECUTIVE PARK SUITE 310 0'-2" i Z-9" Of 8'-6" f IRVINE, CA 92614 Contact:Jeff Liederman ., 19491430-7051 ' ' j€iederman®pmdginc.com • ■ . ■ ■ . ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ a . . . . ■ r■ ■ ■ ■ ■ ■ . cii> �_ -o, • I5MICROWAVE 4 - -� 011 - 3 _ - '7Ir SHELF N I ` r1 r I Ns ] ` H 1 1 I I 1 t I € 1 JEFF LIEDER ARCHITECT F MAN, � . I I I I I II € I I � � � '' PLS 8 1 B © III ili SEAL: I I 9 I , I ..?„, I I I I ! I II III I I f I NI I \ 1___ __ _ _ z_ __ . . _ _ _ 7 I I I I I I 1 I ! L — _ — KEN McCRACKEN, ARCHITECT Architecture•Program Manxenent•Permittng 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Contact:Jeff Uederman 19491430-7051 j l i ed erm a n®pm d gi nc.com JEFF LIEDERMAN,ARCHITECT ,\c DAi 1 Jill z_,, KENNETH J. Cn M RACKS AM , ill ` AM S, WA License#5599 \ - 8 F OF `� u c-,',"? 08/26/2020 KJ.ti?i2,<, . ■ \ CONSULTANT: !)i) r /....„.. .._,_ PL-2 ! fal R N — LI6 � I 00 a 11® a \ - 1 e a L e a PL-5 1 i • QP f6 rn ' '-'-' -.,.. < , i ,, TOE MIX I _ BASE CABINET&ADJUSTABLE SHELVING WITH ADAMi Z,-0" —/- COMPLIANT SINGLE BOWL, STAINLESS SINK,ADA COMPLW\T FAUCET, UPPER CABINET WITH F* ADJUSTABLE SHELVING. Z iiix £ 0 z XZa E LEV °A° PLAN M 41Q CABINET PLAN & ELEVATIONS - SUITE 103 - SCHEME xx - xx 3/8' = 1'-0' M W U r. m [- 6 ) ZZ NJ I rA _....„:„7„....„----: I P.F...3. _ -_ I — - - # KEYNOTES 1. CABINETRY: c1 ON � r� A (SCHEME 1)-FORMICA-BLACKENED STEEL 8918-58-BASE CABINETS (PL-1); - - - - WILSONART-LINEN D427-60 UPPER CABINETS (PL-2) 1C _ B. (SCHEME 2)-FORMICA-ASHEN RIBBONWOOD 8836-58-BASE CABINETS (PL-3); REV DATE DESCRIPTION • ,- ----7-----1 ,I! _ FORMICA GRAPHITE 837-58 UPPER CABINETS (PL-4) — -- oeR4l20 VUGE ICY SUBWITa - - - ?- - C, (SCHEME 3)- FORMICA-ECLIPSE MOXIE Y0483-60-BASE CABINETS (PL-5); 15 5 - - - - WILSONART-IJNEN 0427-60 UPPER CABINETS (PL-2) 3. - - - - - CD- ,_ .._ b• _ _ _ _ 2. SOLID QUARTZ COUNTERTOP-CAESARSTONE. COLOR: TBD 3. BAR SINK-ELKAY DAYTON GE 12521 STAINLESS STEEL SINK SINGLE BOWL TOP MOUNT SINK _ 0 I PL-2 ---- -f-t as (ADA). SEE PLUMBING DWGS. NO 7 — — — 7 E — — — — — 4. BAR SINK FAUCET-AMERICAN STANDARD#7074000.075 COLONY PRO SINGLE HANDLE N I _ _ _ _ _ - KITCHEN FAUCET. SEE PLUMBING DWG'S. = - P 0 P 0 0 016 0 i 'Is Q� --- I 5. INSTA HOT WATER HEATER, BELOW COUNTER-CHRONOMITE INSTANT-FLOW SR. SEE N 3 - - PLUMBING DWG'S. CO 4 BACKSPLPSH I °Q - - ' 6. 30"W FULL-SIZE REFRIGERATOR. _ -I - - - - - ,� 2' _ I _ _ 5'-Q` 7. LVT FLOOR FINISH. REFER TO FINISH SCHEDULE A02.31. Q 15 ( 1° - E- <,,,.A pin rgglill P 0 P ` - - - �`5 - - 8. LOCATION OF (N) COPY MACHINE (PROVIDED BY TENANT) DRAWN BY: MP C~ CHECKED BY: VK - / ' ARCH. PROJECT NO.: m BASE CABINET&ADJUSTABLE SHELVING WITH ADA / _ GENERAL NOTES: BKM20004 (n COMPLANT SINGLE BOWL, STAINLESS SINK,ADA - 1. DOOR&DRAWER PULLS: GUDERITE-CC STAINLESS STEEL 6-1/8" LONG SOLID HANDLE BAR 'A SHEET NAME: COMPLIANT FAUCET, UPPER CABINET WITH PULLS#5001-96-SS-10. 0 ADJUSTABLE SHELVING. 2. REFER TO PLUMBING SHEETS FOR SPECIFICATION OF COFFEE ROOM FIXTURE. INTERIOR z 3. REFER TO WALL DETAILS ON SHEET A07.00 Lu ELEVATIONS Q ELEV oho PLAN 51 SHEET NUMBER: r Q_ 3/8 = 1 -0 I • Z I NOTE: KEN MCCRACKEN, I SHEATHING TO NOT 3E1INSTAI I FD ON BACK SIDE OF STUDS IN VOID LOCATIONS ARCHITECT CONT. FIRE SEALANT ______-..--L1 I �� MIN. GAP FOR - - — - Architecture-Program Management'Permitang W/BACKER ROD F - i ... DEFLECTION 1 1 1 I 1 38 EXECUTIVE PARK —� FIRE-SAFING MATERIALS PER - J- I SUITE 310 CONT. 18 GA DEEP LEG MANUFACTURER'S jib SEE CLG PLAN + + IRVINE, CA 92614 DEFLECTION TRACK(1 1/2" MIN. RECOMMENDATIONS TO B.O. STRUCTURE t- - - - - .ri Contact Jeff Liedertnan DEEP LEGS) CONNECT TO ACHIEVE 1-HR FIRE RATING 1949)430-7051 i 1 ROOF STRUCTURE AS SPECIFIED jliedelmantgpmdginc.com IN TRACK ATTACHMENT 20 GA CONT. TRACK TO MATCH + + SCHEDULE. DO NOT ATTACH STUD WIDTH ATTACH W/(1) #12 O SHEATHING TO TRACK SCREW IN EACH STUD -.)o�Q01V -\\ STRUCTURE CONNECT O 01-HR RATED I I I !`� �5 ADD 19 MIL STUD ' \\\ \'\V:‘ \\ \. : I I JEFF UEDERMAN ARCHITECT WHEN USING I9 �r� .. . \��. : '\ \\\‘ ‘\‘'\\\ , I Z + I SEM: MIL TRACK.ATTACH \� A\. A v�:��'\� �\ 2 W1 2 #8 SCREWS® 1 v I Z"O.C. 1 . . `� mow,. :- . � .a SEE TYPES BELOW �!� �,I� MIN. GAP FOR SEE CLG PMN --- - �- - - CONT. 18 GA DEEP LEG DEFLECTION B.O. CLG • SEE CLG PLAN - - - - C� KENNETH J. �� CONNECT TRACK TO VERT STUDS DEFLECTION TRACK 1 1/Z" MIN. B.Q. CLG ' M RACKE W/(k)-#8 SCREW IN EACH FLANGE OF EACH DEEP LEGS) CONNECT TO ROOF CONT. TRACK TO MATCH STUD • CONTINUOUS TRACK + STUD EXCEPT INSTAR(2)-#8SCREWS IN EACH STRUCTURE AS SPECIFIED IN TRACK \ (GAGE TO MATCH ATTACHMENT SCHEDULE. DO NOT WIDTH ATTACH W/ (1)#12 - AM S, WA FLANGE AT VERT STUDS WITH DIAGONALS SCREW IN EACH FLANGE OF License#5599 WALL STUD) + ATTACH SHEATHING TO TRACK /� _ //��1� _ 5/8" GYPSUM BOARD CEILING, __ _ __ UNE OF CLG WHERE OCCURS. t�� 14)-#8 SCREWS + NOTE: FOR DOUBLE STUD DIAGONALS, "SECOND" C NON-RATED V EACH STUD SEWNGSH SC EDULE & ._J REFER TO CEILING PLANS. q,� C <s...:.3 ,./ STUD SHALL END AS CLOSE AS POSSIBLE TO END O CONTINUOUS METAL _ CONTINUOUS METAL �� . F OF CONNECTION, TOP&BOTTOM. BRIDGING SYSTEM AS BRIDGING SYSTEM AS -I _ 3- = I'-0" j REQUIRED METAL STUD AS SPECIFIED BELOW, REQUIRED METAL STUD AS SPECIFIED BELOW, 08/26/2020 fel, �� REFER TO STUD CHART FOR GAUGE REFER TO STUD CHART FOR GAUGE �`� -.tri ,. 0sno7oal2 FINISH AS FINISH AS 0x.22., REQUIREMENTS AND SPACING. ` REQUIREMENTS AND SPACING. KJM/2655 SPECIFIED BELOW SPECIFIED BELOW CONT. TRACK TO MATCH STUD V & FINISH PROVIDE SOUND •"___ ' CONSULTANT: WIDTH ATTACH W/ (1) #12 SCHEDULE ATTENUATION OR SCREW IN EACH FLANGE OF ---V\-- EACH STUD PROVIDE SOUND SPECIFIEDIBELOWTION AS FLOOR ANCHOR AS CONT. FIRE SEALNVT W/ ATTENUATION AS SPECIFIED IN TRACK PACKER ROD SPECIFIED BELOW ~� DIAGONAL BRACING OPTIONS ATTACHMENT SCHEDULE f / \ / - FLOOR FINISH AND EASE PER / FLOOR FINISH AND BASE PER Ty"Is 1 TYPE 2 TYPE 3 1 lA ROOM FINISH SCHEDULE. IIA ROOM FINISH SCHEDULE. L ______ (1) STUD I 11 0'-0"A F.F. I I I 0'-0"A.F.F. I _ I_ 11y #8 SCREWS® 12"c/c CB 1-HR RATED ¶ FINISHED FLOOR I. I ¶FINISHED FLOOR J (2) STUDS 11 ~ - t" � � � - (2) STUDS w/ vVV CONTINUOUS TRACK TOP #8 SCREWS c 12"dc & BOTTOM, SAME CONT. TRACK TO MATCH FLOOR ANCHOR AS STUD WIDTH ATTACH W/ :, . J. THICKNESS AS STUD. SPECIFIED!N TRACK �� (1 j #1 Z SCREW IN EACH -„,''P DESCRIPTION Y,. DESCRIPTION ATTACHMENT SCHEDULE FLANGE OF EACH STUD 7A PARTIAL HEIGHT WALL 3 5/8” METAL STUDS W/5/8" GYP. BD., BOTH SIDES+R-1 I SOUND O PARTIAL HEIGHT WALL 3 5/$" METAL STUDS W/51$" GYP. BD. + RI I SOUND ATTENUATION I.- ATTENUATION Z 76 PARTIAL HEIGHT WALL-6" METAL STUDS W/5/8" GYP. BD., BOTH SIDES+ R-1 I SOUND UI / \ ATTENTUATION STUD SIZE STUD MAX DIAGONAL LENGTH 111 } THICKNESS TYPE 1 TYPE 2 TYPE 3 / \ Z V! z 3 5/8"x 1 I/4" 19 MIL 8'-0" 1 4'-0" 18'-0' 4 a 3 5/8"x 1 5/8" 33 MIL 10'-0" 18'-0" - Z a 0NON-RATED 0 MA Z 4 LiGHT GAUGE METAL FRAMING STIP L- I 1 1/2"= I'-0' 3"= 1'-0" 1 1/2" = 1'-0° 1 1/2"= I'-0" ' SILL TRACK ATTACHMENT DETAIL A1C:hIMpNT MATRr" I05ro704,s 70411 ' IR ®TVI PARTITION 05,^0700-03 - - 0sw700-03 0tzzlv 0z.zz.w 02.22.1 02 22.19 .. ..,1 ' REFER TO INDMDUAL DETAILS AND MFG MIL. THICKNESS - STRUCTURAL GAGE NUMBER CROSS REFERENCE NOTE: INSTALLATION INSTRUCTIONS FOR REQUIRED 20 GA. 33 MIL "5/8'WRX" GYP. BD. - SCREW TYPE TO ATTACH ITEMS TO BLOCKING. 18 GA 43 MIL AT RESTROOM WALLS - - - --. - - - 1 WHEN NOT SPECIFICALLY INDICATED USE MIN. ` 16 GA 54 MIL 1 1 I I SEE CLG PLAN di 1 1 1 1 SEE CLG PLAN . /146„0.c, #8 SELF TAPPING SHEET METAL SCREWS. 14 GA. 68 MIL NOTE: �.� B.O. STRUCTURE B.O. STRUCTURE 12 GA 97 MIL CONSTRUCT PER U.L. .I,:_ I BLOCKING IS FOR ELEMENTS DESIGN#U-465 17D LU WITH A MAX. VERTICAL LOAD / I T lifill y - • Q EXAMPLE CROSS REFERENC - - - .- _ _ OF 1001 RS PER LF.ATA 3 5/8" 18 GA STRUCTURAL METAL STUD=362 S 162-43 CONTINUIOUS FIRE R-38 BATT INSULATION O MAX. OF 7" FROM THE FACE T SEALANT EACH SIDE. DEFLECTION SUP TRACK W/WHITE SCRIM �/ SLOTTED TOP TRACK NESTED IN TOP TRACK STUD S-STUD FLANGE STD SLOTTED TOP TRACK Q11 DEPTH T=TRACK WIDTH THK. AT ROOF SYSTEM, SEI AT ROOF SYSTEM, SEE _ (N \ =3.625" =1.625" =43 MIL. TRACK ATTACHMENT TRACK ATTACHMENT -_ I J IN =3 5/$" =1 5/8" =18 GA SCHEDULE I SCHEDULE a (I DEFLECTION SUP TRACK QI �_Av___ - NESTED IN TOP TRACK WALL STUD TABLE � --- - , W I/ MAX.Mme `,,D o , STUD SIZE SPACING REMARKS g I, WALL HGT. 10'-0" 3625 1 bZ 33 16" O.C. SEE CLG PLAN di _ SEE CLG PLAN NOTCH TRACK 16-0" 3625162-43 16" O.C. �� B.O. CLG B.O. CLG Illri (:-- -;) n AT EA STUD. `J 1$'-0" 362S162-54 16"O.C. C 8 GA RACKING TRACK. UNE OF CLG UNE OF CLG WHERE Li) l LENGTH+SIZE AS 2O-0° 3625162 68 OR 6005162-33 16" O.C. i WHERE OCCURS. OCCURS. REFER TO CEILING0 ' SPECIFIED IN DETAILS `I' U 22'-0" 6005162-33 16" O.C. REFER TO CEILING PLANS. ATTACH TO EA STUD W/ PLANS. _ (3) #8 PAN HEAD SCREWS. 24'-0" 6005162-43 16" O.C. CONTINUOUS METAL v CONTINUOUS METAL - METAL STUD FRAMING 26'-0" 6005162-54 16" O.C. BRIDGING SYSTEM _` I , BRIDGING SYSTEM —� 1' REV( DATE ' DESCRIPTION 128'-0" 6005162-54 16" O.C. FINISH AS METAL STUD AS SPECIFIED BELOW, FINISH AS METAL STUD AS SPECIFIED BELOW, - -- 0s,�7oa14 30-0" 800516Z�3 16" O.C. SPECIFIED BELOW REFER TO STUD CHART FOR GAUGE SPECIFIED BELOW 08/24/20 ir�+rw guet�lrrrni �� S FINISH REQUIREMENTS AND SPACING. & FINISH REQUIREMENTS AND SPACING. ■ REFER TO STUD CHART FOR GAUGE SCHEDULE SCHEDULE NOTES: LIGHT GAGE FRAMING SCREW CONNECTIONS PROVIDE SOUND PROVIDE SOUND _ 1) THIS DETAIL SHALL NOT BE UTILIZED IF STUD DEPTH EXCEEDS 8" UNI FSS NOTED, UGI-fT GAGE FRAMING CONNECTIONS SHAH BE MADE USING#8 SCREWS. SEE ATTENUATION OR THERMAL ATTENUATION OR THERMAL 2) RIGID FACING MATERIAL APPLIED TO BOTH STUD FLANGES MAY BE DETAIL 15/A07.00 FOR DIAGONAL BRACING CONNECTIONS. INSULATION AS SPECIFIED INSULATION AS SPECIFIED UTILIZED IN LIEU OF U-CHANNEL, PROVIDED THE FOLLOWING BELOW BELOW ,� N CRITERIA AT LOCATIONS WHERE SHEATHING MATERIAL IS PLACED AGAINST THE SCREW HEADS OF UGHTGAGE A) STUD HEIGHT DOES NOT EXCEED 16' METAL FRAMING CONNECTIONS, PANCAKE HEAD SCREWS SHALL BE USED SO THAT THE SHEATHING FUTURE LEASABLE OFFICE SIDE Q B) SHEATHING APPLIED TO BOTH STUD FLANGES FULL HEIGHT ° MATERIAL REMAINS STRAIGHT AND SMOOTH. AREA SIDE N PER APPLICABLE AS.T.M. STANDARDS C) STUD SHALL BE BRACED IF ONE FLANGE IS TEMPORARILY N UNSHEATHED D) STUD GAUGE ISA MAX. OF 16 GA. FURRING WALL HEAD ATTACHMENT 00 FLOOR FINISH AND BASE PER FLOOR FINISH AND EASE PER 0 - --- MATERIAL OF BUILDING FASTENERS 11 B 11A f ROOM FINISH SCHEDULE. I ROOM FINISH SCHEDULE. 4:::::1c...... <1/2" MIN. MTL. STUD FRAMING I I „ I I J AS SCHEDULED / \ FINISHED FLOOR / 1FINISHED FLOOR - :` `: H 1 I/2"x 1/2"x 16 GA COLD-ROLLED 3 5/8" MTL. STUD. #12-14 x 1 1/4"TO EACH STUD DRAWN BY: MP CC CHANNEL®4'-0" O.C. CHECKED BY: VK C 6" MTL STUD. #12-14 x 1 1/4"TO EACH STUD CO MAX. VERTICALLY '-' TYPE DESCRIPTION TYPE DESCRIPTION ARCH. PROJECT NO.: �. O 1-HR RATED FULL HEIGHT WALL-b" METAL.STUDS W/ 5/8"TYPE 'X'GYP. BD. ON BOTH SIDES FULL HEIGHT WALL-6" METAL STUDS W/ 5/8" GYP. BD., BOTH SIDES+ R-11 SOUND BKM 20004 co SILL AND HEAD TRACK ATTACHMENT SCHEDULE + R 1 1 SOUNDATTENUATION 'A ATTENUATION \� MATERIAL OF BUILDING FASTENERS 1 B FULL HEIGHT WALL&INSULATION ABOVE GLAZING-6" METAL STUDS W/5/8" GYP. BD., ■SHEET NAME: 2" x 2"x 16 GA, CHANNEL CUP (2) 3/16"0 POWDER ACTUATED SHOT PINS® 16" O.C. (I 1/4" BOTH SIDES+ R-1 I SOUND ATTENUATION U ANGLE, LENGTH SHALL BE 1/4" CONCRETE SLAB EMBED) WALL PARTITION w LESS THAN STUD WIDTH. METAL DECK (2) #10-16 x 2" SCREWS® 16" O.C. FASTENED TO STUD AND SCHEDULE 0 CHANNEL W/ (4) #8 SCREWS (2) 3/16"0 POWDER ACTUATED SHOT PINS® 16" O.C. (I 1/4' C[ METAL DECK W/CONCRETE EMBED) SHEET NUMBER: `J METAL DECK W/LIGHTWEIGHT FILL (2)#12-14 x 2" SCREWS® 16" O.C. Q 3,. = 1'-0' �. 3" = 1'-0" 1 1/2"= 1'-0" 1 1/2"= 1'-0"=,.,,-.-, - 'I-HR RATED FULL HEIGHT PARTITION I05-f�070413 02.x2., :I • I05-A0700-09 02.22.1 1 05,1070046 0222 19 05- 0700-01 0222 19 Z ■ ■ NOTES: I.T. ROOM DOOR OFFICE DOOR EXIT DOOR KEN MCCRACKEN, JAMB SIMILAR. HOLLOW METAL FRAME & DOOR OVERHEAD COILING DOORSOLID HOLLOW METAL FRAME & DOOR �' PER DOOR EORRCH SE CHEDULE PER ARCHITECT AT JAMBS, INSTALL / �' Architecture`Program Permitting MINIMUM OF 3JAMBSCHEDULE ! PER SCHEDULE y PER CUPS PER SIDE (TYP). CONC.EXTERIORALL CLOSER @ 16 GA. H.M. EXIT =r I r1SCHEDULE'[ XIT SCHEDULE 38 EXECUTNE PARK 5/8"GYP. BD. ROOM SIDE t %�FRAME SUITE 310 CONT. SEALANT I_I 05- - �� IRVINE, CA 92614 AROUND PERIMETER- 16 Contact:Jeff Lederman 5/8" GYP. BD. -16 GA. H.M. w, 19441 430-7051 TYPO DOOR ww w - aliedermanpmdginc.com INTERIOR PARTITION PER J J o R-11 BATT WALL TYPES. EXTERIOR INTERIOR o a a a INSULATION U.O.N. L rrrrrU w U w wI U STL. HEADER LEDGER, w " " 16 Lu REFER TO STRUCT. w ALARMEPANT I _ STUD/TRACK HEADER DWG'S (4 �o � w Ca w QEVICEWHER. BOX ( ) J } SCHEDULEDSIM TEMPERED \ \ L- FIN. FCR. J S�LFDERMAN,ARCHITECT I i3 ' I NNE CONT. SEALANT 0/ BACKROD-TYP. \ - H.M. FRAME. FINISH :� PER SCHEDULE �� O CONT. SEALANT lr rr "C" r rr KICK PLATE WHERE A EACH SIDE PER DOOR SCHEDULE. EACH SIDE CONT. SEALANT & TYPE "A" TYPE B TYPE C `SCHEDULED ��D /RC, 1 i Jli 1 BACKER ROD COOKSON OR DOORSIMILAR TYPE rrD'r ��, �i� - . I METAL FLASHING SKENNETH J. �n J METAL BEAD , _ uz PER SCHEDULE FUTURE LEASABLE AREA DOOR . _ DOOR AND FINISHES M RACKS DOOR SCHEDULE PER ALUMINUM SIDEUTE _ SCHEDULE SOLID CORE WOOD ASSEMBLY V DOOR PER SCHEDULE 6"-0" AM S. WA PER 'I PAIR c.„5,11„,„ � License#5599 O\ WINDOW W TYPE , PER I, SCHEDULE ;,_ - 9�� OC�� Do ,1' SCHI DUCE _. y OF 3"_ 1'-0" 3" = I'-0" 3 = I -0VISION GLASS 08/26/2020 �I / 11 2,, 12 a ' � � 8 6 / _ a /- V _,_, �.N LIJ �// \ KJ.tit/7655 / 4 a 0 - - / I FURRING ON WALL OVERHEAD. SEE / _ _ v ` y NOTE: U U \ \ T1 / l lI1 CONSULTANT: INTERIOR FINISH SCHEDULE. WHERE NECESSARY ADJUST MORTAR DOOR FRAME (BEYOND) = o U \ - N l��l I ANCHOR DOOR HOUSING TO WALL PER BED OR ADD UNDERLAYMENT TO O \ w 4'.O \ \ cow �, b w u J C] u)1 w v MANUFACTURER'S INSTALLATION GUIDELINES. MAINTAIN ACCESSIBILITY i \ _- w w v ri r` REQUIREMENTS AT TRANSITIONS DOOR SCHEDULE PER SCHEDULE r _ in \ r., CZ BETWEEN DIFFERENT FLOORING TYPES. cD : - - \ `"\ \ /i BUILDING WALL �- _ FINISH FLOORING - - - - - -- --\-j \-- PER - PER PLAN 1-7/...--11 a NOTE: Q KICK PLATE WHERE (.1: 10" KICK 6"x6" SELF WEATHER STRIPPING SET = KICK PLATE WHERE 10" SMOOTH ADHERED APPLY CONTINUOUS .-Ti ZINC TRANSITION STRIP v SCHEDULED { } PLATE TYP SEALANT AT ALL c . SUPPIJEDAND INSTALLED BY SCHEDULED SURI=ACE SYMBOL OF w 1 1 r r r r r r ACCESSIBILITY FLOORING CONTRACTOR _1 TYPE "E" TYPE "F" TYPE G TYPE H EXPOSED EDGES. u- DOOR TYPE AND FINISH ALUMINUM THRESHOLD W/ C o g a: 1 . PER SCHEDULE SEALANT `--/\/-7/ - X L1 GALVANIZED MANUAL N OPERATION CHAIN CONC. SIDEWALKIII GALVANIZED STEEL BEYOND. i I I CHANNEL ANCHOR SANDED ELASTOMERIC T�.....1r - -Lk_4s. SEALANT AT PERIMETER NOTE: JOINT (Ti?.) _. EESEE DETAIL 10 FOR 9 RESIUENT FLOORING GALVANIZED JAMB SLEEVE AROUND PERIMETER ADDITIONAL INFORMATION ON N WHERE OCCURS PER - CERAMIC TILE 1- DOOR OPENING. PRIME STEEL SLEEVES AND ANCHORS. FINISH SCHEDULE. FLOORING WHERE �' W AND PAINT TO MATCHa OCCURS. EXTERIOR BUILDING WAI I S. 1/2"ASPHALT SATURATED FELT W y EXPANSION JOINT ACCESSIBLE ZINC \___THIN SET MORTAR 4( Q CHAIN LOCK HASP TRANSITION STRIP. BONDING BEDZ a I\ 1 STEEL DOOR GUIDE. . CONCRETE SLAB, REFER FINISH FLOOR V K> TO STRUCTURAL p DRAWINGS 1 1„= 1'-0" 3" = l'-0" 1 1/4 = i-0' 03�OORA0805 1 1 .. .-. 03.0008-A0805-05 -_ - _ _ r. .S _.. J , - 02.21a 0222 la - - NOTE: NOTE: DOOR HARDWARE SCHEDULE DOOR SCHEDULE WHERE BUILDING WALL AT WOOD FRAMING SUBSTITUTE 3/8"x 2" MATERIAL DIFFERS, THIS DETAIL LAG BOLT FOR HD ANCHORS AND#12 x 3" GROUP 1: ENTRY DOOR GROUP 5: RESTROOM (SINGLE-ACCOMMODATION) IS TO BE CONSIDERED"SIM." GALVANIZED SMS FOR WEDGE ANCHORS. QTY. DESCRIPTION FINISH MFR. QTY. DESCRIPTION FINISH MFR. DOOR FRAME LOCATION NO. DOOR SIZE 3 EACH HINGES 5881 4.5 x 4.5 NRP 630 IVE 3 EACH HINGES 5881 4.5 x 4.5 652 IVE - 1 EACH PANIC DEVICE V40 X -CD-99 STRIKE AL DET 1 EACH LEVER (PRIVACY) - FALCOLN - DANE BRUSHED ALUM. -- -- (W x H) THICKNESS TYPE MAT'L FINISH MATL FINISH HEAD JAMB SILL HRDW. GRP. KEY REMARKS = GALVANIZED L 3"x 2"x 1/4" 13 1 EACH SRC CORE (BY OWNER) 626 INS 1 EACH SURFACE CLOSER 401 1 689 LCN I L I CONTINUOUS. MITER AND - 0 1 EACH MORTISE CYLINDER 80-1 16 626 SCH 1 EACH WALL STOP -GENERIC - BRUSHED ALUM. (WALL-MOUNT) 626 IVE (E) STOREFRONT <100> (E} 3'-0"x 7'-0" (PR) -- -- - FILLET WELD CORNERS. 1 EACH SURFACE CLOSER 41 1 1 SCUSH 689 LCN 3 EACH SILENCER SR64 GRY IVE W LOW HIGH 1 EACH DOOR SWEEP 315CN AL PEM 1 EACH KICK PLATE 8400 10"x 2" LDW 630 IVE CONTINUOUS BEAD ®SILL ®HEAD 1 EACH THRESHOLD 171A MSES10 AL PEM STOREFRONT 101 GLASS 1 Vi OF SEALANT. SEALS BY DOOR MFR. < > 3'-0"x 7'-0" (RR) H ALUM. PRE FIN ALUM. PRE FIN DIA M, SIMPSON WA25214MG. GROUP 6: RESTROOM (MULTI ACCOMMODATION) WAREHOUSE <102> F S.C. PAINT H.M. PAINT 12/A08.00 12/A08.0011/A08.00 2 VISION GLASS INSTALL4 PERJAMBAND EDGE OF DOCK GROUP 2: OFFICES / WAREHOUSE 3'-0"x 8'-D" 1 314" �-- AT HEAD ANGLE. I f BELOW WHERE QTY. DESCRIPTION FINISH MFR. QTY. DESCRIPTION FINISH MFR. Z IN 3 EACH HINGES 5881 4,5 x 4.5 652 IVE lui (NI i OCCURS. 3 EACH HINGES 5B31 4.5 x 4.5 652 IVE 1 EACH PUSH PLATE 8200 6"x 16' 630 IVE OFFICE <03> 3'-0"x 8-0" 1-3/4" C S.C. PAINT H.M. PAINT 12/A08.0012/A08.0011/A08.00 2 SIMPSON TIFEN 1 EACH LEVER (PASSAGE) - FALCOLN - DANE BRUSHED ALUM. -- -- 1 EACH PULL PLATE 8302-0 6"x 16" 630 IVE en 0 THD37300H AT EACH r\_ 1 EACH SURFACE CLOSER 4011 689 LCN 1 EACH SURFACE CLOSER 4011 689 LCN DOOR MANUFACTURER'SSTEEL ANGLE AT DOCK 1 EACH WALL STOP -GENERIC - BRUSHED ALUM. (WALL-MOUNT) 1 EACH WALL STOP -GENERIC - BRUSHED ALUM. (WALL-MOUNT) 626 IVE RESTROOM 104 3'-0"x 8'-0" 1-3/4" G S.C. PAINT H.M. PAINT 12/A08.0012/A08.00 1 1/A08.00 5 - EDGE BELOW WHERE 3 EACH SILENCER SR64 GRY IVE JAMB MOUNTING TAB. BUILDING 3 EACH SILENCER SR64 GRY IVE ! 1 -I OCCURS. 1 EACH KICK PLATE 8400 10"x 2" LDW 630 IVE WALL FURRING .,---> WALL WEATHER STRIP 1 EACH MOP PLATE 8400 6"x 2" LDW 630 IVE LEASABLE AREA EGRESS <105> 3'-0"x 7'-0" 1-3/4" D H.M. PAINT H.M. PAINT 8/A08.00 8/A08.00 4/A08.00 4 ; 0 WHERE OCCURS PER `�" PROVIDED BY DOOR n INTERIOR FINISH MANUFACTURER. GROUP 3: ROLL-UP DOOR <106> 0 , ,. SCHEDULE AND GROUP 7: I.T. CLOSET ROLL UP DOOR 106 i 0'-0"x 10'-0" B STEEL PRE STEEL - 15/A08.00 14/A08.00 13/A08.00 3 D ADD SHIM 1 r... .. . QTY. DESCRIPTION FINISH MFR. PRIMED GUIDE INTERIOR ELEVATIONS. 1 , AS READ ll QTY. DESCRIPTION FINISH MFR. `J ANY HARDWARE AND/OR LOCKS BY 3 EACH HINGES 5881 4.5 x 4.5 652 IVE CONFERENCE ROOM <107> - PER PLAN GLAZ. _ _ - - - - HERCULITE DOOR < CD PLYWOOD WAJNSCOT TO STEEL OVERHEAD OWNER'S VENDOR 1 EACH SFIC CORE (BY OWNER) 626 INS 3-0 x 8-0 s Lin .� 1 EACH 'STOREROOM' LOCK ND80BDC SPA 626 SCH f = 48:AFF WHERE OCCURS. e COILING DOOR. PRIME s 12" CLEAR 1 EACH KICK PLATE 8400 10"x 2" LDW 630 IVE I.T. ROOM <108> 3'-0"x 8'-0" 1-3/4" A 12/A08.00 12/A08.0011/A08.00 7 y=am U AND PAINT PER GROUP 4: BACK ALARMED EXIT 1 EACH MOP PLATE 8400 6"x 2" LDW 630 IVE L90 x 3"x 3"x 3/16" GALVANIZED EXTERIOR ELEVATIONS. 1 EACH WALL STOP -GENERIC - BRUSHED ALUM. (WALL-MOUNT) 626 IVE STEEL CORNER PROTECTOR AROUND - QTY. DESCRIPTION FINISH MFR. 3 EACH SILENCER SR64 GRY IVE <109> FURRED OPENING. ATTACH WITH#10 - COILING DOOR JAMB GUIDE BY 2 EACH VIEWER U696B 626 IVE BREAK ROOM 3'-0"x 8'-0" 1-3/4" C 12/A08.0012/A08.00 1 1/A08.00 8 DOOR MANUFACTURER. 3 EACH HINGES 5331 4.5 x 4.5 NRP 630 IVE 1 EACH SURFACE CLOSER 401 1 689 LCN X 2" SMS AT 18" O.C. 1 EACH EXIT ALARM DEVICE V40 X EH - CD-99 STRIKE AL DET EACH SFIC CORE (BY OWNER) 626 INS RESTROOM <110> 3'-0"x 8'-0" 1-3/4" E S.C. PAINT H.M. PAINT 12/A08.00 12/A08.00 11/A08.00 6 REV DATE DESCRIPTION 1 EACH MORTISE CYLINDER 80-1 16 626 SCH 1 1/2" = I'-0" GROUP 8: BREAK AREA oerz4rm iNrtu+LnrBicr weMirrti o3aooRr+oeoslo 1 EACH SURFACE CLOSER 41 1 1 SCUSH 689 LCN QTY. DESCRIPTION FINISH MFR. �z2re 1 EACH DOOR SWEEP 315CN AL PEM 1 EACH THRESHOLD 171A MSES10 AL PEM 3 EACH HINGES 51331 4.5 x 4.5 652 IVE SEALS BY DOOR MFR. - S S 1 EACH PASSAGE SET NDIOS SPA 626 SCH NOTE: R1=1-ER TO SHEET A02.31 FOR FINISHES. GALVANIZED STEEL CHANNEL 1 EACH KICK PLATE 8400 10'1x 2" LDW 630 IVE __ /WALL SLEEVE BEYOND 1 EACH MOP PLATE 84006"x2" LDW 630 IVE n WHIP AND TRANSFORMER SUPPLIED BY MFG. DET 1 EACH WALL STOP -GENERIC - BRUSHED ALUM. (WALL-MOUNT) 626 IVE REMARKS DOOR NOTES V 3 EACH SILENCER SR64 GRY IVE Q 1 EACH SURFACE CLOSER 401 1 689 LCN 1. ALL DOOR FRAMES TO BE TIMELY ALUMATONE. - __._.-. CV OGENERAL CONTRACTOR TO PROVIDE A LATCH GUARD. - N I 2. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT 3 DOOR IAMB GUIDE BO GENERAL CONTRACTOR TO PROVIDE A FORCE-ENTRY / HEAVY DUTY DOOR. THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT OR WITHOUT REQUIRING IM 71" o I I` WINDOW SCHEDULE O THE ABILITY TO GRASP THE OPENING HARDWARE (C_B.C. SECTION 1008.1.8). (V DOOR/SILL I BEYOND. C INSTALL NEW PANIC HARDWARE. WEATHER I 3. EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY _. C) STRIPPING COILING DOOR CLOSURE O PROVIDE WALL MOUNTED CHAIN HOOK AND BOTTOM SLIDE LATCHES WITH LOCKS. SPECIAL KNOWLEDGE OR EFFORT OR WITHOUT REQUIRING THE ABILITY TO GRASP BAR WITH WEATHER BOOT SIZE GLAZING FRAME THE OPENING HARDWARE . BY DOOR MANUFACTURER. WINDOW # O PROVIDE STAINLESS STEEL KICK PLATES ON EACH SIDE OF NEW DOOR. J (W x H) TYPE THK. JAMB HEAD SILL 4. ANY (N) OR (E) DOOR THAT IS PART OF THE EXIT SYSTEM IS TO BE PROVIDED WITH A Q ELPSTOMERIC - F NOT USED. TACTILE EXIT SIGN MOUNTED IN ACCORD WITH ACCESSIBILITY SHEETS. I- "X 7' TEMP. ALUM. 1 / 00 1 /A08.00F- 0 A 3-0 -b Y PRE-FIN. 6 A08 6 SEALANT BEAD \ 4 DRAWN BY: MP �� 1�� FINISH FLOOR B (PER PLAN)X 8'-0" TEMP. " ALUM. PRE-FIN. - - - HERCUUTE DOOR SYSTEM O NOT USED. 5. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH A MINIMUM OF ONE C M SMOOTH FINISH INTERNATIONAL SYMBOL OF ACCESSIBILITY, TO BE VISIBLE TO PERSONS ALONG CHECKED BY: VK c --:....-i O GENERAL CONTRACTOR TO VERIFY PROPER FUNCTIONING, LATCHING, LOCKING, AND APPROACHING CIRCULATION PATHS. ARCH. PROJECT NO.: m SEALING (WHERE APPLICABLE) OF ALL EXISTING PERSONNEL AND ROLL-UP DOORS. GENERAL D HOLD SLEEVES CONTINUOUS L90 x 2"X 2"x 3/8"WITH CONTRACTOR IS TO SERVICE / REPAIR ANY DOORS NOT IN PROPER OPERATING CONDITION. 6. GENERAL CONTRACTOR TO VERIFY PROPER FUNCTIONING, LATCHING, LOCKING, SKMZ®OOL' CT) OFF SLAB - WELDED STUD ANCHOR AT 24" O.C. WINDOW NOTES AND SEALING (WHERE APPLICABLE) OF ALL EXISTING PERSONNEL AND ROLL-UP (AT NEW CONCRETE ONLY) CD 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: 1. WINDOWS SHALL BE TIMELY ALUMATONE REFER TO MANUFACTURER'S DOOR AND FRAME TO BE PAINTED TO MATCH EXISTING. PROPER OPERATING CONDITION. DOOR & WIND® 0 SPECIFICATIONS FOR ADDITIONAL INFORMATION. z KO PROVIDE RODENT BLOCKING SWEEP ON BOTTOM EDGE OF DOOR. ��^®��^� W SCHEDULES 2. WINDOW SYSTEM FINISH AND COLOR: CLEAR ANODIZED. ONOT USED. DETAI LS Q / 3. MULLION WIDTH, DEPTH AND THICKNESS PER WINDOW MANUFACTURER. MM NOT USED. SHEET NUN _...I Q 3"= 1'-0" I- • o3OOOR,&Q805-09 - - Z 0222.18 GENERAL NOTES PM A. NEW EQUIPMENT LOCATIONS SHOWN ARE APPROXIMATE. COORDINATE ACTUAL LOCATIONS WITH DESIGN ARCHITECTURAL AND STRUCTURAL DRAWINGS. FIELD VERIFY THE LOCATION AND CONDITION OF , EXISTING ROOF CURB(S) PRIOR TO ANY WORK. VERIFY ROOF CURB IS COMPATIBLE WITH Architectural UNIT(S) SPECIFIED IN THIS T.I. PRIOR TO BID. IF CURB LOCATION OR CONDITION IS DIFFERENT Solutions Group AS TO COMPROMISE THE DESIGN, CONTACT THE ENGINEER PRIOR TO BID. B. MECHANICAL CONTRACTOR MUST EXAMINE THE CONTRACT DRAWINGS AND ALL AVAILABLE 38 EXECUTIVE PARK INFORMATION CONCERNING EXISTING INSTALLATION, STRUCTURE AND LOCAL CONDITIONS. VISIT SUITE 310 THE SITE TO UNDERSTAND THE NATURE AND SCOPE OF ALL WORK TO BE PERFORMED AND IRVINE, CA 92614 VERIFY EXISTING CONDITIONS. CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. COMMENCEMENT OF WORK WILL Contact: Jeff Liedarman BE TAKEN AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE AND THAT ALL EXISTING (949) 430-7051 CONDITIONS HAVE BEEN CONSIDERED, AND NO ADDITIONAL SERVICE FEES SHALL BE GRANTED JledermanOpmdginc.com FOR THE FAILURE TO PERFORM THIS WORK. C. REFER TO ARCHITECTURAL DRAWINGS FOR ACCESS LOCATIONS TO ROOF. JEFF UEDERMAN, ARCHITECT SEAL: D. PROVIDE DUCT TRANSITIONS WITH FLEXIBLE CONNECTIONS AT THE SUPPLY AND RETURN OPENINGS OF THE EQUIPMENT TO THE DUCT SIZES SHOWN ON DRAWINGS. E. PROVIDE LOCKING DAMPER AS NEEDED IN OUTSIDE AIR AND/OR RETURN DUCTS FOR THE PURPOSE OF BALANCING OUTSIDE AIR TO DESIGN REQUIREMENTS. 1.',44.0i /,y ` F. CONTRACTOR SHALL MAINTAIN ALL WARRANTIES ASSOCIATED WITH THE ROOF FOR ALL ROOF i ,#'T. PENETRATIONS. PROVIDE NEW ROOF CURBS AND PIPE PORTALS AS NECESSARY. COORDINATE •., 1 WITH GENERAL CONTRACTOR AND ARCHITECTURAL DRAWINGS. �� 4, 4' 1) 93432PE G. MAINTAIN A MINIMUM OF 10'-O" CLEARANCE BETWEEN ALL EXHAUST/VENT OUTLETS AND ALL FRESH AIR INTAKES. I C- 1 OREGON i 0 H. MECHANICAL CONTRACTOR TO FIELD VERIFY AND PATCH/SEAL ALL EXISTING DUCTWORK AS G i_ I I REQUIRED. /O 09/09/20 p� I I. ALL EXISTING AIR DEVICES SHOULD BE STOCKPILED DURING DEMO PHASE. INSPECT CONDITION, I I /Op RD MCG " � REFURBISH DIFFUSERS IF POSSIBLE AND REUSE DIFFUSERS IN GOOD CONDITION. COORDINATE 1 - WITH GC FOR LINE ITEM BID TO CLEAN/PAINT REUSED DIFFUSERS. EXPIRES: 12/31/2020 /. ' I � IIIU J. CONTRACTOR TO VERIFY INSTALLATION OF EXISTING CONDENSATE DRAIN LINES AT EXISTING 1 L"� rr ROOFTOP UNITS. VERIFY EACH UNIT IS PROVIDED WITH A TRAPPED AND VENTED DRAIN SIZED �,10 1� MINIMUM OF UNIT OUTLET. REPAIR/REPLACE EXISTING DRAIN LINES AS NECESSARY. CONSULTANT: :LI - �r� (1'Tr 0: 2)`�� • mik 30� K. AT EXPOSED CEILING AREAS, PAINT ALL DUCTWORK AND AIR DEVICES PER ARCHITECT'S �,/ - ' /22x22 T �I�I DIRECTIONS. RU $ = L. DIFFUSER MOUNTING HEIGHT AT EXPOSED CEILING AREAS SHALL BE AT THE INSTALLED _ HEIGHT OF THE LIGHTING OR AS DIRECTED BY THE ARCHITECT/OWNER. ®8 �1 I !� I M. COORDINATE WITH OWNER FOR ALL FINAL T-STAT LOCATIONS PRIOR TO INSTALLATION. �� , t[f]' J —1 I N. ALL SUPPLY DUCTWORK IN THE MULTI-PURPOSE AREA SHALL BE SPIRAL ROUND PAINTED PER O® I I ARCHITECT'S DIRECTIONS. ALL SPIRAL DUCTWORK SHALL BE INTERNALLY LINED PER I F` I-n 1 I -� ��_ SPECIFICATIONS. ®© �I- x185 Or r �.. A 200 EX.7 `v,4 , -C, 2 '�. j- �4, MECHANICAL DEMOLITION NOTES P 0 i 0 .� -u B 22 2 I M2.I Ml M2.1 A. REMOVE ALL EXISTING MECHANICAL EQUIPMENT, DUCTWORK, WIRING AND ASSOCIATED /2 - �- R T RN _ COMPONENTS NOT SHOWN AS EXISTING TO REMAIN OR TO BE REUSED. REUSE AND OR �� '�� I � MODIFY EXISTING OPENINGS FOR NEW EQUIPMENT AS NECESSARY. OTHERWISE PATCH ROOF 1 /11:11‘'I �+ 10" I i WATER TIGHT TO MATCH EXISTING ROOFING. \ �iiTa C 251, I-_'� ®© • B 22x 22 8 J� I \ B. CONTRACTOR MAY REUSE ANY DEMOLISHED DUCTWORK/COMPONENTS PROVIDED IT'S IN WWI' I CRETJR LT02J0 I LIKE-NEW CONDITION AND MATCHES SIZES INDICATED ON THE DRAWINGS. OBTAIN saatary Sds — I APPROVAL BY THE TENANT PRIOR TO REUSE. • I , 1 ;11011 � 1 -%-. fi 1 B `L`Lx `L W y E o Z __I eL___Ia_i===1--A Fl, ..,..-(v+F. . C , •,_21_ R allyh 8"�� KEYED NOTES ® �C 32 � I ,,"-� 1 i CONCENTRIC _ Fri 0 250 i U • ��"�� 04000 CFM i:D—I — 1. EXISTING 5 TON ROOF TOP UNIT TO REMAIN BE REUSED. CONTRACTOR TO FIELD VERIFY I �1I 1 EXACT SIZE, LOCATION AND WORKING CONDITIONS BEFORE START OF WORK. f 2. EXISTING 8-1/2 TON ROOF TOP UNIT TO REMAIN BE REUSED. CONTRACTOR TO FIELD C 7.,°.;I�*�'�, '�I ��, �� I_ VERIFY EXACT SIZE, LOCATION AND WORKING CONDITIONS BEFORE START OF WORK. ,111 1 1 1 22(22 I 3. EXISTING 10 TON ROOF TOP UNIT TO REMAIN BE REUSED. CONTRACTOR TO FIELD VERIFYCL 22 22 I ORERURN I EXACT SIZE, LOCATION AND WORKING CONDITIONS BEFORE START OF WORK. PROVIDE NEW W Eli B a�R R �- 8„0 ` CONCENTRIC DIFFUSER. { T © FUTURE LEASABLE AREA . . .glila O20C I - ” 4. EXISTING 10 TON ROOF TOP UNIT TO REMAIN BE REUSED. CONTRACTOR TO FIELD VERIFY D(.5 CD ® • 1 i " _ ,.�';Q'814 EXACT SIZE, LOCATION AND WORKING CONDITIONS BEFORE START OF WORK. PROVIDE NEW Q © 7475SF ± I 'i _ CONCENTRIC DIFFUSER. "17 ` ___I E;`' I• _ I 5. EXISTING 4 TON ROOF TOP UNIT TO REMAIN BE REUSED. CONTRACTOR TO FIELD VERIFY 0_ N) _i C t EXACT SIZE, LOCATION AND WORKING CONDITIONS BEFORE START OF WORK. PROVIDE NEW I I 1 4 44k i 07' /75 r \ -16-12 CONCENTRIC DIFFUSER. ^ I H ` V I I i‘ \�� ii -A - �� l A 10"$ 6. EXISTING 6 TON ROOF TOP UNIT TO REMAIN BE REUSED. CONTRACTOR TO FIELD VERIFY / � N CONCENTRIC �� EF I ((�� 1 I kr----1 225 EXACT SIZE, LOCATION AND WORKING CONDITIONS BEFORE START OF WORK. PROVIDE NEW W E., 1/1 02400 CFM J V_ i CONCENTRIC DIFFUSER. / I) M2.1 1 / -� A T CI) Q (TYP•) {� : .. ( , OF 2) 7. ROUTE 6" DIA. EXHAUST DUCT UP THROUGH ROOF AND TERMINATE WITH ROOF CAP. ® EX I - III 7 1 D 00 2RE,2 8. EXISTING THERMOSTAT SERVING EXISTING ROOF TOP UNIT TO BE RELOCATED TO LOCATION ( 10 O ,� 1 I ,a► SHOWN. MECHANICAL CONTRACTOR TO VERIFY THAT T-STAT IS IN GOOD WORKING ORDER, 1212 6J L IF NOT, MECHANICAL CONTRACTOR TO PROVIDE AND REPLACE WITH NEW 7-DAY L-I _1 LJ_ r-----� 1A5, 1111 8"� " PROGRAMMABLE T-STAT AS NEEDED. O I:: 0200 �.'iQ 10.0 r----i I ...r„_-, i�-_ 1 /. 200 �;. 1 I i*fi � 1 \�{r ,..,-Si i _-. 225 r I I 1 1- 1 20 x 18--P c'�24).2O Q F i OCONCENTRIC 1 1l` - I,,1 i OCONCENTRIC _ D 1200 CFM I 1�'=� 1 4000 CFM C I---- 41,5--4\iw E X)62 AREA OF O L_ T O Q T _ Ir>E,u, I I,hn WORK mil —:l..! in Q EX.6 DUO I i I mina!"H_F .fin mum ,-.11/1 I -,i,llllamm I 0 8"0 8"10 i � -��p/-\10"0 ....n, ,.i,n O :0 x/1200 1 F x12--� — ` /25 I I I ,1,1 'i iiia I N - — n ILS id -Luna LLI I - J L t I I I I ....■1■1�1�! _ J I I I I I ,n,i,,1� .�JICIIHE. REV DATE DESCRIPTION ! I I "1 Iiiiii11■n; 08/24/20 M11AL AGENCY 91IBINTTAL r 7 _ I I,IM, .�.n I �� w ALlir 1 8"� 8'� ^ } 1�i IIII I IIIIIIIIIIUI . I - I kk Q I IO,IIhI■,1, I C120C A 20C WO A 225 nlonlnl■1 IrF7 q. _ _ _ ..-i IIIA 1 r.' :/ —F -1—,I I I I I I I fi 11 I I I I �,��-=-�,.� o — -,� �,;�i ::—_ _ -- _ -- I CV % MECHANICAL PLAN - TENANT 1 I I I'II - - N 7 r...Illaall _ — — — _ .„�' iriJIIII■1 -- C) I. Iii '' 6�M.Uaii■■�■■■■C. wT - 1'1''11■IfafR■Pa■4-, i— lir ' II i ra=Mii■ DRAWN BY: !.1051 A.IrIIWMIWIIgppiiihiii CHECKED BY: Im I 'O■��■•■5iiil ■■■ I :— — _�II�I�I■.■ b.ARCH. PROJECT I _- aa■■m NO.: _: 1' GENERAL NOTES I- 7 #'-;1 F-11 ® .. "''l�:a �� A. NEW EQUIPMENT LOCATIONS SHOWN ARE APPROXIMATE. COORDINATE ACTUAL LOCATIONS WITH DES!G N f' f' © +; �� ARCHITECTURAL AND STRUCTURAL DRAWINGS. FIELD VERIFY THE LOCATION AND CONDITION OF EXISTING ROOF CURB(S) PRIOR TO ANY WORK. VERIFY ROOF CURB IS COMPATIBLE WITH A r c hit e c t u r a I q• - —_ UNIT(S) SPECIFIED IN THIS T.I. PRIOR TO BID. IF CURB LOCATION OR CONDITION IS DIFFERENT Solutions Gr0up r, _ I1`:.'I'/ I r I I — AS TO COMPROMISE THE DESIGN, CONTACT THE ENGINEER PRIOR TO BID. ff 1--1--‘11 \..s �' 1 ' 3 ' ' [ I ' - B. MECHANICAL CONTRACTOR MUST EXAMINE THE CONTRACT DRAWINGS AND ALL AVAILABLE38 EXECUTIVE PARK (OFFICE1 r; OFFICE ■� OFFICE OFFICE -OF ICEI INFORMATION CONCERNING EXISTING INSTALLATION, STRUCTURE AND LOCAL CONDITIONS. VISIT SUITE 310 7 I►�. `� +1' �.� THE SITE TO UNDERSTAND THE NATURE AND SCOPE OF ALL WORK TO BE PERFORMED AND �1 ''0 �, . '0 1r 2 '� } VERIFY EXISTING CONDITIONS. CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING OF ANY IRVINE, CA 92614 $ F I iir Z p DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. COMMENCEMENT OF WORK WILL A 20d �� I �.;� �.i Contact: Jeff Uederman �V' --=1— BE TAKEN AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE AND THAT ALL EXISTING (949) 430-7051 — — , 2x22 F .2x2'1 to (204) c4-26x22 CONDITIONS HAVE BEEN CONSIDERED, AND NO ADDITIONAL SERVICE FEES SHALL BE GRANTED JIedermonOpmdginc.com -+ : r� � � � � ,: . RI in ■■r � r 2 '`yam — FOR THE FAILURE TO PERFORM THIS WORK. ��/R RN J -,i_?, , girt a 22'22 JEFF LIEDERMAN, ARCHITECT C. REFER TO ARCHITECTURAL DRAWINGS FOR ACCESS LOCATIONS TO ROOF. 'rr" Jay ,A01====== �I' :a Rt - • SEAL: ._,Iiiiia � Iffin D. OPEVIDE DUCT NINGS NGS OF THEE EQUIPMENTNSITIONS TH TO THE IBLE DUCT CONNECTIONS T SHOWN TON DRAWINGS.E SUPPLY AND RETURN - L �� a01.. �i� 0 3)0 0!1 - FUTURE LEASABLE AREA E. PROVIDE LOCKING DAMPER AS NEEDED IN OUTSIDE AIR AND/OR RETURN DUCTS FOR THE ; ' ' mit I– = ±12 L PURPOSE OF BALANCING OUTSIDE AIR TO DESIGN REQUIREMENTS. ; H ��ir =La �� I 2960 SF ± II d+';i 0 r �� .► — I I F. CONTRACTOR SHALL MAINTAIN ALL WARRANTIES ASSOCIATED WITH THE ROOF FOR ALL ROOF PROVIDE NEW ROOF CURBS AND PIPE PORTALS AS NECESSARY. COORDINATE4i - PENETRATIONS. 1 • �/ r— 2 50 SF ± r— WITH GENERAL CONTRACTOR AND ARCHITECTURAL DRAWINGS. 4+ !� / L- j I' I I �� ,18x14 �'��Y� I�0t1REA — r � 93432PE � ' �� I I I �l x12 G. MAINTAIN A MINIMUM OF 1 D'-0" CLEARANCE BETWEEN ALL EXHAUST/VENT OUTLETS AND ALL I I I071 30x30 -•-`i lr FRESH AIR INTAKES. OREGON Z C DN F. I I D CONCENTRIC H. MECHANICAL CONTRACTOR TO FIELD VERIFY AND PATCH/SEAL ALL EXISTING DUCTWORK AS G 09/09/20 �,� �0� 22x LYPAF 2) — 34x30 _ 08000 CFM REQUIRED. /pFOWMGGP� 1OO _ ArthI�� Q :ar x� ` ARS v I. ALL EXISTING AIR DEVICES SHOULD BE STOCKPILED DURING DEMO PHASE. INSPECT CONDITION, OA 3o0 I +z:I --- RETURN ®- --,- L- REFURBISH DIFFUSERS IF POSSIBLE AND REUSE DIFFUSERS IN GOOD CONDITION. COORDINATE Y �� I :#,, i A ""4 WITH GC FOR LINE ITEM BID TO CLEAN/PAINT REUSED DIFFUSERS. EXPIRES: 12/31/2020 RECEPTION `r — ,($7�T9 i -�' .\ a ll w up IN! 01 i 0 U I ,�' I I �I �� 5 J. CONTRACTOR TO VERIFY INSTALLATION OF EXISTING CONDENSATE DRAIN LINES AT EXISTING a r �,� 8„� _ ---h-- €) ROOFTOP UNITS. VERIFY EACH UNIT IS PROVIDED WITH A TRAPPED AND VENTED DRAIN SIZED r--- - _ `- ® CONSULTANT: (2"4 I MINIMUM OF UNIT OUTLET. REPAIR/REPLACE EXISTING DRAIN LINES AS NECESSARY. • ® I ------1_ I I _ — ; „�� , ` f� ` ' l T tom' x'12 K. AT EXPOSED CEILING AREAS, PAINT ALL DUCTWORK AND AIR DEVICES PER ARCHITECT'S II ■ DIRECTIONS. O 100 O 100 -- '� I i ' ____ � L. DIFFUSER MOUNTING HEIGHT AT EXPOSED CEILING AREAS SHALL BE AT THE INSTALLED ____A_____ _ . - . -� HEIGHT OF THE LIGHTING OR AS DIRECTED BY THE ARCHITECT/OWNER. BREAK — I Imo\ I AREA Ce - - M. COORDINATE WITH OWNER FOR ALL FINAL T-STAT LOCATIONS PRIOR TO INSTALLATION. __ `moi I /-\ 1 • 11;1 II 8 ti___ \` N. ALL SUPPLY DUCTWORK IN THE MULTI-PURPOSE AREA SHALL BE SPIRAL ROUND PAINTED PER ARCHITECT'S DIRECTIONS. ALL SPIRAL DUCTWORK SHALL BE INTERNALLY LINED PER r 1i _ A _;�i:as O s I Mil jI___ tI I.1SPECIFICATIONS. � l�A l-/ `t — i z -7- j1 , -V'' — MECHANICAL DEMOLITION NOTES l A. REMOVE ALL EXISTING MECHANICAL EQUIPMENT, DUCTWORK, WIRING AND ASSOCIATED MECHANICAL PLAN - TENANT 2 COMPONENTS NOT SHOWN AS EXISTING TO REMAIN OR TO BE REUSED. REUSE AND/OR • MODIFY EXISTING OPENINGS FOR NEW EQUIPMENT AS NECESSARY. OTHERWISE PATCH ROOF WATER TIGHT TO MATCH EXISTING ROOFING. 411. 1/8"=1 '-0” B. CONTRACTOR MAY REUSE ANY DEMOLISHED DUCTWORK/COMPONENTS PROVIDED IT'S IN Ilm • LIKE-NEW CONDITION AND MATCHES SIZES INDICATED ON THE DRAWINGS. OBTAIN • APPROVAL BY THE TENANT PRIOR TO REUSE. II Z W z W >- Z ■'J I ,,� 4 EXT. I —a, � 4 Q �� "�, Ir _ _-I- [ � , i' - • KEYED NOTES ®0 4 .C75 ' MI ZO. • • I I j), $`d 405 A 6 dO8"0 1. EXISTING 20 TON ROOF TOP UNIT TO REMAIN BE REUSED. CONTRACTOR TO FIELD VERIFY _ _ 1 5 --- 75 - -y n 75 or ---- -- EXACT SIZE, LOCATION AND WORKING CONDITIONS BEFORE START OF WORK. PROVIDE NEW /� I if .� t CONCENTRIC DIFFUSER IN WAREHOUSE. — 2- EXISTING 8-1/2 TON ROOF TOP UNIT TO REMAIN BE REUSED. CONTRACTOR TO FIELD I I r _ — ' VERIFY EXACT SIZE, LOCATION AND WORKING CONDITIONS BEFORE START OF WORK. - 11 EL 3. EXISTING 10 TON ROOF TOP UNIT TO REMAIN BE REUSED. CONTRACTOR TO FIELD VERIFY ^�i 6x1 �� q 7• EXACT SIZE, LOCATION AND WORKING CONDITIONS BEFORE START OF WORK. I--I--1 $ sem, p_____ T F"I 4. EXISTING EXHAUST FAN LOCATED ON ROOF. CONTRACTOR TO FIELD VERIFY EXACT SIZE. (ID n Q ®2....m,• "I $'O ® m LOCATION AND WORKING CONDITION. /(ID • 5 I` 5. UNIT HEATER TO BE SUPPORTED FROM ROOF WITH FACTORY MOUNTING KIT. MOUNT UNIT tJ J J //❑❑' 22)'22 / 'Oct _ v© MIN. 10' A.F.F. OR AS DIRECTED BY ARCHITECT. )RETURN $LI* i� I , 6. EXISTING THERMOSTAT SERVING EXISTING ROOF TOP UNIT TO BE RELOCATED TO LOCATION ^i Iel _ 1 SHOWN. MECHANICAL CONTRACTOR TO VERIFY THAT T-STAT IS IN GOOD WORKING ORDER, Zz ` Vs �� eack IF NOT, MECHANICAL CONTRACTOR TO PROVIDE AND REPLACE WITH NEW 7-DAY N �r ©L� PROGRAMMABLE T-STAT AS NEEDED. W '�; ,._ I�,�..Ii�� i 221422 _ �yy � V 1 t r----� n L_L_ ��_ . Q�RETURN Ox 4 24x20 I � ��'"` L —k' TT 1 5 155 Ni _ n ® W CD • j T F t• Ll L----J O \.I-II V•. OF 2) - ' , 1AA22K22 +,1 � r V RETURP — I Cr) rs L i ---, Idddl 0„� �, A 8 ' A\8"0 I I I jJJI, iiJ /� M� / CY) CD � 0185 �� i85 FUTURE LEASABLE AREA I I I ��dd■i-- , � - - �• f 3 — -- e-= - I I I I i"■■i n■d F. N— I— 4210 SF ± 1m=IiInn - -1111=1 ad rt d.��dd■i nn 22 22 2x42-- I I I I I ,.nmd i=1..; REV DATE DESCRIPTION a' -- ddiid = Q REIURN ' r I I I --"-r” I � .Idd 1Irn /24/20 MNTIAL AGENCY SUBMITTAL 1 61 11111 t1�' �`d'` I I ' . I I I ud■dnun■d - - �u� AREA of r HNIIIIIII�I• • t =- 11111M iis ter. O — WORK ' --- — — - - $ s>` n 8 S ---0—..._ ■ ilii ._ 1 185 18 - �� _ 'I - ice== 1111 _ __.,.. I N I- g N II I I I I I I I 11 I i [ ice:}. '.I p•,. - I __ I !�■■■■ aver I �- i-!■■■d�nnnnnnnnl I - #1 1 I I - - - - 1 co 4IIMECHANICAL PLAN - TENANT 3 _. 19 _ _ _ _ a■■ i I i ____ DRAWN BY: — I i ' ;-ice _ �t -'= CHECKED BY: 2 1 —if03 — ARCH. PROJECT . T—= NO.: BKM20004 SHEET KEY PLAN NAME: 0 NTS P-ErE �ENcE ONLY M E C H N A I CA L w NOT APPROVED WITH THIS PERMIT PLAN 0 Q AS E I E N G I N E E R I N G 2410 w. royal paI . suite A, phoenix, AZ 85021 DET: HMM SHEET J aseiengineering.com 602.287.0300 602.287.0600 NUMBER: Q THESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE JOB NO: DSN: HMM IPNTENDED D WITHOUTOPERTy OF ASE(THE IEXPRE SED WRIITI NENGNEERING, INC. THSI CONSENT NFORMATION MAY NOT BEAND PERM SSIONUOFSEDTHERANY ENGINEER RAND ASEI ENG NEER NG1OTHER THAN G1INC.. 2OY •I 880 CHK: DEM — . M 1 .2 z GENERAL NOTES PM A. CONTRACTOR SHALL FIELD VERIFY EXISTING SEWER UTILITY CONNECTION SIZE, LOCATION, SLOPE, DESIGN DIRECTION OF FLOW AND INVERT PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL i. ., IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD Architectural CONDITIONS. Solutions Group B. CONTRACTOR SHALL MAINTAIN ALL WARRANTIES ASSOCIATED WITH EXISTING ROOF FOR ALL ROOF PENETRATIONS. PROVIDE NEW ROOF PIPE PORTALS AS NECESSARY. COORDINATE WITH 38 EXECUTIVE PARK ARCHITECTURAL DRAWINGS, SUITE 310 C. CONTRACTOR SHALL SAW CUT EXISTING CONCRETE FLOOR SLAB FOR INSTALLATION OF NEW WASTE IRVINE, CA 92614 AND VENT PIPING BELOW FLOOR. PATCH AND SEAL ALL FLOOR OPENINGS TO MATCH EXISTING Contact: Jeff Liederman f L___I -t FLOOR IN ACCORDANCE WITH ARCHITECT'S REQUIREMENTS. (949) 430-7051 n 1 I JIedermanOpmdginc.com 1 I D. UNDERGROUND NON-METALLIC SANITARY DRAINAGE PIPING LARGER THAN 2 INCHES IN DIAMETER SHALL BE INSTALLED WITH INSULATED COPPER TRACER WIRE OR OTHER APPROVED CONDUCTOR JEFF UEDERMAN, ARCHITECT LOCATED ADJACENT TO THE PIPING. THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH r _ . - L� i � � J END OF THE NON-METALLIC PIPING. THE TRACER WIRE SIZE SHALL BE NOT LESS THAN 18 AWG SEAL: AND THE INSULATION TYPI E SHALL BE SUITABLE FOR DIRECT BURIAL. f♦1 E. ALL PIPE, PIPE FITTINGS, TRAPS, FIXTURES, MATERIAL AND DEVICES USED IN THIS PLUMBING SYSTEM SHALL BE LISTED QR LABELED BY A LISTING AGENCY. EACH LENGTH OF PIPE AND EACH CO REAK �) 1) PIPE PETTING, TRAPS, FIXTURE, MATERIAL AND DEVICES USED IN THIS PLUMBING SYSTEM SHALL /�� _ _ REE q HAVE CAST, STAMPED, OR INDELIBI Y MARKED ON IT THE MAKERS MARK OR NAME, SUCH MARKING �i 'i �,. / © , '1' SK 2•Cw C ) .� IS REQUIRED BY THE APPROVED STANDARD THAT APPLIES. � igfetilr'Tf, ,„ (TMP') /_, ---- / • COPY/WOR •REA — F. ALL INDIRECT WASTES, CONDENSATE AND RELIEF VALVE DRAINS SHALL HAVE CODE APPROVED AIR <v� �� F`, �j /�, mm I I GAPS. 93432PE //' I (� P2.1 — I= G. EACH VENT SHALL TERMINATE NOT LESS THAN 10 FT FROM OR 3 FT ABOVE ANY WINDOW, DOOR - CONF. OPENING, AIR INTAKE OR VENT SHAFT, NOR LESS THAN 3 FT IN EVERY DIRECTION FROM ANY LOT OREGON ROOM - UNE (ALLEY & STREET ACCEPTED). 9G 09/09/20 �� H. ALL FLOOR CLEAN OUTS, FLOOR SINKS AND FLOOR DRAINS TO SET FLUSH WITH FINISHED FLOOR. F'WA RD MGG I. PROVIDE CHROME PLATED P-TRAP, TAILPIECE AND ESCUTCHEON AT EACH HAND SINK/LAVATORY OFFICE WITH A DIRECT WASTE CONNECTION. EXPIRES: 12/31/2020 J. ALL FLOOR SINKS SHALL HAVE HALF GRATE UNLESS NOTED OTHERWISE. FLOOR SINKS LOCATED -- , I RECEPTION 8NI5 EDELOW EQUIPMENT OR AS DIRECTED MINIMUM BY LOCAL JURISDICTION. CONSULTANT: SHALL BE INSTALLED FLUSH WITH CONSULTANT: - L K. ALL FLOOR DRAINS AND FLOOR SINKS SHALL HAVE TRAP PRIMERS PROVIDED OR AS DIRECTED BY ,;� THE LOCAL JURISDICTION. � 1 �'� I I 1 L. CONTRACTOR SHALL FIELD VERIFY EXISTING WATER UTILITY CONNECTION SIZE AND LOCATION • OFFICE OFFICE 1 I '/ PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF r=� ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS. • - 3330 SF ± I 1 \ swan sv�� - . I 1 M. PLUMBING CONTRACTOR TO COORDINATE EXACT STREET WATER PRESSURE AND NOTIFY ENGINEER J I OF ANY DISCREPANCIES. CONTRACTOR SHALL PROVIDE A PRESSURE REDUCING VALVE (PRY) IF • STREET WATER PRESSURE EXCEEDS 80 PSI. PRV SHALL BE INSTALLED ON BUILDING SIDE OF �- �` WATER METER AND SET TO 80 PSI. I/ 1: JI f ' - EX.4" Al." N. CONTRACTOR TO FIELD VERIFY EXISTING DOMESTIC WATER SYSTEM IS PROVIDED WITH A REDUCED -------- -� --- I`--- %F.L. i PRESSURE BACKFLOW PREVENTER (RPBP). IF NOT EXISTING, PROVIDE AN APPROVED RPBP L J OFFICE `' ASSEMBLY SIZED TO MATCH BUILDING WATER METER. INSTALL NEW RPBP BETWEEN THE WATER ' OFFICE METER AND THE BUILDING PER LOCAL JURISDICTION'S REQUIREMENTS. 0. CONTRACTOR SHALL MAINTAIN ALL WARRANTIES ASSOCIATED WITH ROOF FOR ALL ROOF . a = PENETRATIONS. PROVIDE NEW ROOF PIPE PORTALS AS NECESSARY. COORDINATE WITH ARCHITECTURAL DRAWINGS. P. CONTRACTOR SHALL SAW CUT EXISTING CONCRETE FLOOR SLAB FOR INSTALLATION OF NEW I WATER PIPING BELOW FLOOR. PATCH AND SEAL ALL FLOOR OPENINGS TO MATCH EXISTING FLOOR IN ACCORDANCE WITH ARCHITECT'S REQUIREMENTS. I- OFFICE Z OFFICE Q. UNDERGROUND NON-METALLIC WATER AND IRRIGATION SYSTEM PIPING LARGER THAN 2 INCHES W IN DIAMETER SHALL BE INSTALLED WITH INSULATED COPPER TRACER WIRE OR OTHER APPROVED ____ Z I CONDUCTOR LOCATED ADJACENT TO THE PIPING. THE TRACER WIRE SHALL TERMINATE ABOVE W THE GROUND AT EACH END OF THE NON-METALLIC PIPING. THE TRACER WIRE SIZE SHALL BEC-- OO 1/2CWNOT LESS THAN 18 AWG AND THE INSULATION TYPE SHALL BE SUITABLE FOR DIRECT BURIAL. ID z _ OAS 1-1/4"CW _ __j I —, 4 INSULATE ALL WATER PIPING ABOVE CEILING TO PREVENT FREEZING. I X E u Z a OI ` -3/4"C S. MAKE SHUTOFF VALVES ACCESSIBLE NEAR THE EQUIPMENT THEY SERVE. CO S 2 rr__1 r- r ©r T. ALL HAND SINKS/LAVATORIES SHALL BE PROVIDED WITH A THERMO-STATIC MIXING VALVE TO SUPPLY TEMPERED HW, MAX. 110 DEC. F. I WG H� LAV1g, II HW U. PROVIDE CHROME PLATED STOP VALVES AT EACH REQUIRED EQUIPMENT WATER CONNECTION. Op � � � IC "`' '•I PROVIDE AGA COMPLIANT BALL VALVE AT EACH REQUIRED EQUIPMENT GAS CONNECTION. ■---u-ter :- FUTURE LEASABLE AREA i I1 V. ALL POTABLE WATER OUTLETS WITH HOSE ATTACHMENTS AND HOSE BIBBS SHALL BE CL 1 KIWH) LAVI,'` PROTECTED FROM CROSS CONNECTION W/ APPROVED BACKFLOW PREVENTION DEVICES. 7475 SF ± 4 _L_-- , \ W -EX.1-1/2" . W. PURE WATER PIPING CONNECTIONS (RO PIPING) TO EQUIPMENT SHALL BE PROTECTED BY A CD - F.E.� Og `- LISTED AND APPROVED PLASTIC OR STAINLESS STEEL BACKSIPHONAGE BACKFLOW PROTECTOR. U } :OPY/WORK AREA RO PIPING SHALL BE INSTALLED IN PEX OR APPROVED PLASTIC PIPE MATERIAL. - pr) _1 OPEN OFFICE IC PLUMBING DEMOLITION NOTES 1 I o___ No Z N A. REMOVE ALL EXISTING PLUMBING FIXTURES AS INDICATED ON THE ARCHITECTURAL DRAWINGS, N CAP WASTE, VENT, DOMESTIC CW/HW AND ASSOCIATED PIPING BELOW SLAB AND ABOVE THE W CEILING AS NECESSARY. REMOVE ALL EXISTING GAS PIPING ON THE ROOF AND ALL ASSOCIATED COMPONENTS NOT SHOWN AS EXISTING TO REMAIN OR TO BE REUSED. REUSE D AND/OR MODIFY EXISTING OPENINGS FOR NEW EQUIPMENT AS NECESSARY. OTHERWISE �/ PATCH ROOF WATER TIGHT TO MATCH EXISTING ROOFING. 221 0 KEYED NOTES ® O n ,fin 1. CONNECT NEW 1-1/4"CW LINE TO EXISTING 1-1/2"CW UNE. CONTRACTOR TO FIELD VERIFY r}/ v J F.E. __ EXACT SIZE AND LOCATION BEFORE START OF WORK. l 1_ - 2. CONNECT NEW 4" WASTE LINE TO EXISTING 4" WASTE LINE AT THIS LOCATION. CONTRACTOR O I TO FIELD VERIFY EXACT SIZE, LOCATION, INVERT AND DIRECTION OF FLOW. Tom! I �_ nil ��, flu . r�, ._ I 11 .__ I-11 f AREA OF P D n WORK - •�I,1_416.0'II 3. 1"CW DOWN IN WALL TO HEADER. RUN 3/4"CW TO EACH HWC. 1/2"CW TO INLET SIDE OF O7 `.J I I I 15--0-E .al EACH IWH, 1/2" HW&CW TO EACH HLAV. ..lull*caul ++ an.IIIr1I1111 1 •I:11" 1 4. 3/4"CW DOWN IN WALL TO HEADER. 3/4"CW TO HWC. 1/2"CW TO INLET SIDE OF IWH, 1/2" PLUMBING FLOOR PLAN - TENANT 1 _ I ; °; ; 13'� 1,1! ;; HW&CW TO EACH HLAV. 1■.IIan �,� REV DATE DESCRIPTION 1/8 ,-0„ "71 1L. 1 5. 1/2"CW DOWN IN WALL TO INLET SIDE OF IWH, 1/2" HW&CW TO EACH HLAV.AS - -- - Im 11 III I I IILI�I iu; 06/24/20 NiIAL AGOiC1f SUBMITTAL ; II al; I I I '►- I .:�`I111p��mu — - - III I I NHIHHII�I 1I1■IIIIaII - — I is - - I CN Fue ni*r■IC � - - - CNIo - -- ��ia L. .. -- L 1 iyNrli ` ,x E - - N I maim= I an1TTT111.1 3 I I --.-. CO CO nil n 11 Inn 1m 1 _ _ Q MEI - lIIWI1�rgi el, J Pi'iRM111 II' - .[I , < L IIIi�1 _ - _ dVI- - 4 1wL:.-rFav•Immm1n Jr DRAWN BY: F-3 • p ] ` - CHECKED BY: 12 jJ lt - I I ARCH. PROJECTDil11 1 - I , 1 N0.:ii __ B K M 20004 ■IUrj■ �• • simro mo._. nl- i - � SHEET ,____- -- ---J REFERENCE ONLY NAME: C. NOT APPROVED WITH THIS PERMIT KEY PLAN PLUMBING w NTS FLOOR PLAN 0 AASEIENGINEERING0K 241°W. royal palm rd. Sure A, phoenix. AZ 8502, DPT: HMM SHEET ___I aseiengineering.com a 602.287,0300 f 602.287.0600 NUMBER: Q THESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE JOB NO: DSN: FHM INTENDED WITHOUT NE INEERING, INC. THIS ExPRE SED WRITTENI CONSENTOANDMAY PERM SSIONUSED THEFOR ENGINEER ANDPURPOSE ASEI OTHER ENGINEERING,{INC. 201880 LY CHK: DEM P1 . 1 Z GENERAL NOTESPm A. CONTRACTOR SHALL FIELD VERIFY EXISTING SEWER UTILITY CONNECTION SIZE, LOCATION, SLOPE, DESIGN OFFICE OFFICE OFFICE OFFICE OFFICE DIRECTION OF FLOW AND INVERT PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL LE3 hi [Li 0 Lii IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD Architectural CONDITIONS. Solutions Group B. CONTRACTOR SHALL MAINTAIN ALL WARRANTIES ASSOCIATED WITH EXISTING ROOF FOR ALL ROOF [ , r'1 PENETRATIONS. PROVIDE NEW ROOF PIPE PORTALS AS NECESSARY. COORDINATE WITH 38 EXECUTIVE PARK ARCHITECTURAL DRAWINGS. SUITE 310 1.) ., C. CONTRACTOR SHALL SAW CUT EXISTING CONCRETE FLOOR SLAB FOR INSTALLATION OF NEW WASTE IRVINE, CA 92614 L AND VENT PIPING BELOW FLOOR. PATCH AND SEAL ALL FLOOR OPENINGS TO MATCH EXISTING Contact Jeff Liederman FLOOR IN ACCORDANCE WITH ARCHITECT'S REQUIREMENTS. (949) 430-7051 i__, coo, JiedermanOpmdgInc.cam FUTURE LEASABLE AREA D. UNDERGROUND NON-METALLIC SANITARY DRAINAGE PIPING LARGER THAN 2 INCHES IN DIAMETER SHALL BE INSTALLED WITH INSULATED COPPER TRACER WIRE OR OTHER APPROVED CONDUCTOR ®'11 296025E L LOCATED ADJACENT TO THE PIPING. THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH JEFF LIEDERMAN, ARCHITECT END OF THE NON-METALLIC PIPING. THE TRACER WIRE SIZE SHALL BE NOT LESS THAN 18 AWG SEAL: OFFICE 2 (PF.E. ll THE INSULATION TYPE SHALL BE SUITABLE FOR DIRECT BURIAL. 2960 SF f COPY/WORK AREA E. ALL PIPE, PIPE FITTINGS, TRAPS, FIXTURES, MATERIAL AND DEVICES USED IN THIS PLUMBING SYSTEM SHALL BE LISTED OR LABELED BY A LISTING AGENCY. EACH LENGTH OF PIPE AND EACH PIPE FITTING, TRAPS, FIXTURE, MATERIAL AND DEVICES USED IN THIS PLUMBING SYSTEM SHALL I (-- HAVE CAST, STAMPED, OR INDELIBLY MARKED ON IT THE MAKERS MARK OR NAME, SUCH MARKING /,/• 1 GONE. IS REQUIRED BY THE APPROVED STANDARD THAT APPLIES. 1 r+E J -��'T p ROOM F. ALL INDIRECT WASTES, CONDENSATE AND RELIEF VALVE DRAINS SHALL HAVE CODE APPROVED AIR �ci F f" I:! GAPS. 93432PE L_ G. EACH VENT SHALL TERMINATE NOT LESS THAN 10 FT FROM OR 3 FT ABOVE ANY WINDOW, DOOR `` I i OPENING, AIR INTAKE OR VENT SHAFT, NOR LESS THAN 3 FT IN EVERY DIRECTION FROM ANY LOT OREGON RECEPTION �.1 �•� `.\ 1 1 - \ -. LINE (ALLEY & STREET ACCEPTED). q Z 0101 - --• Gj 09/09/20 �� _ ",_ __' ___1 H. ALL FLOOR CLEAN OUTS, FLOOR SINKS AND FLOOR DRAINS TO SET FLUSH WITH FINISHED FLOOR. OF�WARDMCGP ILT EX.LAV( II3Ex.LAV I. PROVIDE CHROME PLATED P-TRAP, TAILPIECE AND ESCUTCHEON AT EACH HAND SINK/LAVATORY �� r , WITH A DIRECT WASTE CONNECTION. EXPIRES: 12/31/2020 EX.LAVG p(LAV - J. ALL FLOOR SINKS SHALL HAVE HALF GRATE UNLESS NOTED OTHERWISE. FLOOR SINKS LOCATED • EX.UR BELOW EQUIPMENT SHALL BE A MINIMUM 50% EXPOSED AND SHALL BE INSTALLED FLUSH WITH _ FINISHED FLOOR OR AS DIRECTED BY LOCAL JURISDICTION. CONSULTANT: BREAK EX UR it >f:�FAX HWC = K. ALL FLOOR DRAINS AND FLOOR SINKS SHALL HAVE TRAP PRIMERS PROVIDED OR AS DIRECTED BY E X.1-1/2"CW THE LOCAL JURISDICTION. KIWH) r---I411 J �� I i O r S EX.HWC EX,HWC \� L. CONTRACTOR SHALL FIELD VERIFY EXISTING WATER UTILITY CONNECTION SIZE AND LOCATION SK 4 / Th PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FILO CONDITIONS. ,Ill 1-. 1.- _ M, PLUMBING CONTRACTOR TO COORDINATE EXACT STREET WATER PRESSURE AND NOTIFY ENGINEER I ' -- f - ' 1!'" OF ANY DISCREPANCIES. CONTRACTOR SHALL PROVIDE A PRESSURE REDUCING VALVE (PRV) IF SK r_$__r_rit) i I _, STREET WATER PRESSURE EXCEEDS 80 PSI. PRV SHALL BE INSTALLED ON BUILDING SIDE OF WATER METER AND SET TO 80 PSI. N. CONTRACTOR TO FIELD VERIFY EXISTING DOMESTIC WATER SYSTEM IS PROVIDED WITH A REDUCED PLUMBING FLOOR PLAN - TENANT 2 PRESSURE BACKFLOW PREVENTER (RPBP). IF NOT EXISTING, PROVIDE AN APPROVED RPBP ASSEMBLY SIZED TO MATCH BUILDING WATER METER. INSTALL NEW RPBP BETWEEN THE WATER METER AND THE BUILDING PER LOCAL JURISDICTION'S REQUIREMENTS. 4114 1/8"=-1 '-0" 0. CONTRACTOR SHALL MAINTAIN ALL WARRANTIES ASSOCIATED WITH ROOF FOR ALL ROOF PENETRATIONS. PROVIDE NEW ROOF PIPE PORTALS AS NECESSARY. COORDINATE WITH ARCHITECTURAL DRAWINGS. P. CONTRACTOR SHALL SAW CUT EXISTING CONCRETE FLOOR SLAB FOR INSTALLATION OF NEW WATER PIPING BELOW FLOOR. PATCH AND SEAL ALL FLOOR OPENINGS TO MATCH EXISTING FLOOR IN ACCORDANCE WITH ARCHITECTS REQUIREMENTS. i" F,(.UK j BREAK I Q. UNDERGROUND NON-METALLIC WATER AND IRRIGATION SYSTEM PIPING LARGER THAN 2 INCHES LU EX.UR4 f D EIX.HWC IN DIAMETER SHALL BE INSTALLED WITH INSULATED COPPER TRACER WIRE OR OTHER APPROVED kr.F,\AEll ,1 1-1 2"CW • I CONDUCTOR LOCATED ADJACENT TO THE PIPING. THE TRACER WIRE SHALL TERMINATE ABOVE W IWH / O ,�� ~`.\ THE GROUND AT EACH END OF THE NON-METALLIC PIPING. THE TRACER WIRE SIZE SHALL BE --, I O S EX HWC I I NOT LESS THAN 18 AWG AND THE INSULATION TYPE SHALL BE SUITABLE FOR DIRECT BURIAL. E 1 Z.- 5 SKI - _ I . EX.HWC = Q _ r,,,ii - ;'rj�.! i112_,61-1' R. INSULATE ALL WATER PIPING ABOVE CEILING TO PREVENT FREEZING. Z d r �� --_ ._!..... (7) S. MAKE SHUTOFF VALVES ACCESSIBLE NEAR THE EQUIPMENT THEY SERVE. \ 4 O o ri,, , 1 1, �! 0 T. ALL HAND SINKS/LAVATORIES SHALL BE PROVIDED WITH A THERMO-STATIC MIXING VALVE TO EX.LAV EX.UR EX.HWC EX.HWC f;X.HWC EX.LAV EX.LAV SUPPLY TEMPERED HW, MAX. 110 DEG. F. L� AgE J _ U. PROVIDE CHROME PLATED STOP VALVES AT EACH REQUIRED EQUIPMENT WATER CONNECTION. y r1 PROVIDE AGA COMPLIANT BALL VALVE AT EACH REQUIRED EQUIPMENT GAS CONNECTION. r � •� ��'/ V. ALL POTABLE WATER OUTLETS WITH HOSE ATTACHMENTS AND HOSE BIBBS SHALL BE EL PROTECTED FROM CROSS CONNECTION W/ APPROVED BACKFLOW PREVENTION DEVICES. W • .._, W. PSTEDURE WATER APPIPING PROVED PLASTICCNOR(STTAINLESS STEELRO PIING) TO QBEUIPMENT SHALL BACKSIPHONAGEBACKFFLOW PROTECTOR. RO PIPING SHALL BE INSTALLED IN PEX OR APPROVED PLASTIC PIPE MATERIAL. f�� ( II r---- .,. I U E PLUMBING DEMOLITION NOTES CL rr)N OFFICE -----i / 7 (--- 0 A. REMOVE ALL EXISTING PLUMBING FIXTURES AS INDICATED ON THE ARCHITECTURAL DRAWINGS, Z CAP WASTE, VENT, DOMESTIC CW/HW AND ASSOCIATED PIPING BELOW SLAB AND ABOVE THE W CEILING AS NECESSARY. REMOVE ALL EXISTING GAS PIPING ON THE ROOF AND ALL r n / ASSOCIATED COMPONENTS NOT SHOWN AS EXISTING TO REMAIN OR TO BE REUSED. REUSEANv / 0 rn �, / L PATCHDOR ROOF MODIFYEXISTING TIG T o0 MATCH PENINGS FOR OXISTING ROOFING. AS NECESSARY. OTHERWISE )CO �/ V (�F.E. Q OFFICE r L7 FUTURE LEASABLE AREA KEYED NOTES ® o 3 n 4210 SF ± (/ 1. CONNECT NEW 3/4"CW LINE TO EXISTING 1-1/2"CW LINE. CONTRACTOR TO FIELD VERIFY f Q OFFICE 3 / • EXACT SIZE AND LOCATION BEFORE START OF WORK. EXISTING RESTROOMS PIPING TO i I 2440 SF ± REMAIN AND BE REUSED. Q r I �� RECEPTION / L - 2. CONNECT NEW 4" WASTE LINE TO EXISTING 4" WASTE LINE AT THIS LOCATION. CONTRACTOR TO FIELD VERIFY EXACT SIZE, LOCATION, INVERT AND DIRECTION OF FLOW. ( 1 um rumullCY) CD I I I E....Fellih i 3. 3/4"CW DOWN IN WALL TO HEADER. RUN 1/2"CW TO EACH INLET SIDE OF IWH, 1/2" .1�141•ie�, • Ill�I'If HW&CW TO EACH SK. I I i . II IIIb I- -(' urn _s"'-------e ` 1---- . ii: , 1 I I 1 :s�uUllI J" - iriffiP ; REVI DATE DESCRIPTION li ,- I 1 I I I , I W RI '-- '4a ,,,Iiii 08/24/20 MAL AGENCY SUBMITTAL I I I i 1 r. im•u■,1 4 rl■.11■11 YAM 1■1■.11■11 1 1 1 1 ! 111111111111111i N 1 .J■ul a ) , . AREA OF rimpiarimrs 11 ' E.) a 0 . PII_III-_---- - - - - o ?JIIyIIHI�i: —ATCV _ _ --- I CONE. -. ..- - 1. ,M 1, V _ CNN ROOM I a - --- .1.111 i-r< r r ■•"'y� *--�' ■'Y 1'i 7 I ■ MI CO MIN■U - - ; - -. o , IJ SI►'■I � PLUMBING FLOOR PLAN - TENANT 3 :,: — — — — L— *7L11111111 .J _r■■ c. 1 I' :=411011111111= DRAWN BY: n. i I CHECKED BY: 2 I Ned -7 ARCH. PROJECT m I •E_ iimgri eamm N -T�= _ BKM20004 La- . ______, SHEET REFERENCE ONLY NAME: 0 KEY PLAN NOT APPROVED WITH THIS PERMIT PLUMBING w NTS FLOOR PLAN 0 AS E I E N G I N E E RING/0!1( 241°W. royal palm rd. suite ITaenix. AZ 8021 OFT: HMM SHEET Q aseierg.neering.com a 602.287.0300 f 602.287.0600 NUMBER: THESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION. DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE JOB NO: DSN: HMM INTENDED WITHOUTPROPERTY OF I THE ENGINEERING, EXPR SSED WRITTENINFORMATION CONSENT ANDMAY PERM SSIONUSED THEFOR ENGINEER RANDEASEI ENGNTHER EERINGIGIN C. 201880 CHK: DEM P1 .2 Z GENERAL NOTES ELECTRICAL SYMBOLS ELECTRICAL PM 1. CONDUIT LAYOUTS SHOWN ON THE PLANS ARE DIAGRAMMATIC, NOT INDICATING THE EXACT ROUTING REQUIRED. .38. THE ELECTRICAL CONTRACTOR SHALL REVIEW THE MECHANICAL PLANS, PRIOR TO BID, AND DETERMINE THE (NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT). SHEET INDEX DESIGN THE CONTRACTOR SHALL ROUTE CONDUITS AS REQUIRED BY THE CONDITIONS OF INSTALLATION. LOCATION OF SMOKE OR FIRE/SMOKE DAMPERS, IF ANY. UNLESS OTHERWISE NOTED ON THE ELECTRICAL PLANS, 2. ALL EQUIPMENT PROVIDED BY THE ELECTRICAL CONTRACTOR SHALL BE NEW, LISTED AND LABELED BY A EACH SMOKE OR FIRE/SMOKE DAMPER SHALL BE CONNECTED TO THE NEAREST RECEPTACLE CIRCUIT, NOT TO Architectural NATIONALLY-RECOGNIZED TESTING AGENCY, ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION, FOR THE EXCEED THREE (3) DAMPERS ADDED TO ANY CIRCUIT. INCLUDE IN THE BASE BID BID ONE (1) DUCT SMOKE E0.1 GENERAL NOTES / LEGENDS / SHEET INDEX Solutions Group CONDITIONS OF INSTALLATION. NO "RE-FURBISHED" EQUIPMENT IS ACCEPTABLE WITHOUT WRITTEN CONSENT BY DETECTOR PER SMOKE OR FIRE/SMOKE DAMPER SHOWN ON THE MECHANICAL PLANS. LIGHTING POWER - ENGINEER OF RECORD. 39. UNLESS NOTED OTHERWISE, EACH DAMPER DUCT SMOKE DETECTOR SHALL BE RATED 24VAC AND SHALL BE 3. DEVICE LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. EXACT DEVICE LOCATIONS SHALL BE AS E0.2 SPECIFICATIONS 38 SIVE PARK INDICATED ON THE ARCHITECTURAL PLANS OR AS DIMENSIONED. IF NOT SHOWN ON THE ARCHITECTURAL PLANS CONNECTED TO THE FIRE ALARM PANEL (IF ANY) ON A SEPARATE ZONE. A 2' X 4' LUMINAIRE. UPPER CASE LEITER INDICATES TYPE AS INDICATED $M HORSEPOWER RATED MANUAL MOTOR SWITCH OR DIMENSIONED ON THE ELECTRICAL PLANS, VERIFY EXACT LOCATION WITH THE ARCHITECT PRIOR TO ROUGH-IN. 40. SMOKE OR FIRE/SMOKE DAMPERS SHALL BE CONNECTED TO THE FIRE ALARM SYSTEM (IF ANY) AND SHALL BE 2 O b ON THE LUMINAIRE SCHEDULE, NUMBER INDICATES THE CIRCUIT FEEDING SUITE 310 4. ALL WIRE COUNTS ARE TYPICALLY NOT SHOWN BETWEEN LIGHT FIXTURES OR RECEPTACLES. PROVIDE ALL CONTROLLED BY THE FIRE ALARM CONTROL PANEL (IF ANY). THE FIXTURE, LOWER CASE LETTER INDICATES THE SWITCH CONTROLLING $Ma\L HORSEPOWER RATED MANUAL MOTOR STARTER WITH THERMAL OVERLOAD(S). E0.3 SPECIFICATIONS IRVINE„CA 92614 REQUIRED EVEN WHERE NOT SHOWN. 41. THE ELECTRICAL CONTRACTOR SHALL REVIEW THE MECHANICAL PLANS, PRIOR TO BID, TO DETERMINE THE THE FIXTURE (NOTATION IS TYPICAL FOR ALL LIGHT FIXTURES). CCniCt Jell Mimi 5. WHERE SIZE IS NOT SHOWN ON THE DRAWINGS, CIRCUITS SHALL CONSIST OF #12 PHASE AND GROUNDED NUMBER AND LOCATION OF HVAC SYSTEMS RATED 2000 CFM OR HIGHER. THE ELECTRICAL CONTRACTOR SHALL f LIGHTING CONTACTOR IN SURFACE-MOUNTED ENCLOSURE 14191 4304051 CONDUCTORS) AND A #12 CU GROUND IN MC BE ACCEPTABLE IN INCLUDE, IN THE BASE BID, A DUCT SMOKE DETECTOR ON EACH UNIT FOR ALL SYSTEMS RATED 2000 CFM OR 1-0 1 LINEAR STRIP LUMINAIRE, LENGTH PER PLAN. E1.1 LIGHTING PLAN - TENANT 1 jlederrranlipmdcalnecom (NEUTRAL ALL BRANCH CIRCUIT HOM12RUNSSOUND INE 3/4"ICONDUIT.. ALL WIRE CABLESHSHALLL BCOPPER. HIGHER. THE DETECTORS SHALL BE RATED 120VAC. PROVIDE THE DETECTORS TO THE MECHANICAL CONTRACTOR T LIGHTING CONTACTOR IN FLUSH-MOUNTED ENCLOSURE WALLS6. UNLESS SPECIFICALLY NOTED OTHERWISE, THE ELECTRICAL CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO ALL OR INSTALLATION IN THE DUCT. MECHANICAL CONTRACTOR SHALL CONNECT EACH DETECTOR TO SHUT DOWN IT'S I () I NOMINAL 1' X 4' RECESSED CEILING-MOUNTED LUMINAIRE. UTILIZATION EQUIPMENT SHOWN ON THE DRAWINGS. VERIFY THE TYPE OF FINAL CONNECTION AND PROVIDE ASSOCIATED UNIT. ELECTRICAL CONTRACTOR SHALL MAKE CONNECTION TO THE FIRE ALARM CONTROL PANEL (IF a COMBINATION MOTOR CONTROLLER PROVIDED BY EQUIPMENT VENDOR, E1.2 LIGHTING PLAN - TENANT 2/3 JNA ARCHITECT APPROPRIATE WIRING METHOD. ANY) ON A SEPARATE ZONE. NOTE THAT CERTAIN MUNICIPALITIES REQUIRE SMOKE DETECTORS ON BOTH THE SURFACE WALL-MOUNTED LIGHT FIXTURE. INSTALLED BY ELECTRICAL CONTRACTOR. SEAL 7. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL, PLUMBING AND GENERAL SUPPLY AND RETURN DUCTS. SEE THE DRAWINGS TO DETERMINE IF THIS PROJECT REQUIRES THE EXTRA CONTRACTORS, PRIOR TO ORDERING OR INSTALLATION OF ANY EQUIPMENT, MECHANICAL AND PLUMBING DETECTOR. Q RECESSED WALL-MOUNTED LIGHT FIXTURE. COMBINATION MOTOR CONTROLLER PROVIDED AND INSTALLED BY ELECTRICAL �I E1.3 LIGHTING PLAN - TENANT 4 EQUIPMENT REQUIREMENTS ARE PROVIDED IN THE ELECTRICAL DESIGN. THE CONTRACTOR WILL NOT BE 42. FIRE ALARM SYSTEM NOTES: CONTRACTOR. COMPENSATED FOR COSTS ASSOCIATED WITH CHANGING THE ELECTRICAL SYSTEMS TO MATCH UTILIZATION ar. SEE PLANS FOR QUANTITIES AND LOCATION OF DEVICES. 0 RECESSED CEILING-MOUNTED FIXTURE EQUIPMENT, EVEN IF THE ELECTRICAL WORK IS INSTALLED PER THE ELECTRICAL DRAWINGS. FUSIBLE DISCONNECT SWITCH FURNISHED AND INSTALLED BY THE , / as. THE ELECTRICAL CONTRACTOR SHALL FURNISH A COMPLETE POINT-TO-POINT WIRING DIAGRAM OF THE FIRE E2.1 POWER PLAN - TENANT 1 8. INSULATION & WIRE TYPES SHALL BE AS FOLLOWS (UNLESS NOTED OTHERWISE) ALARM SYSTEM TO THE AUTHORITY HAVING JURISDICTION AND THE ELECTRICAL ENGINEER FOR APPROVAL. 0 SURFACE CEILING MOUNTED FIXTURE ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE. SIZE AND FUSES AS �!._.•• at. THE ELECTRICAL CONTRACTOR SHALL FURNISH A COMPLETE PLAN OF THE FIRE ALARM SYSTEM TO THE ❑-1 PER RECOMMENDATIONS OF EQUIPMENT'S MANUFACTURER OR AS NOTED. / ' A. SERVICE ENTRANCE - XHHW, CU/AL, IN RACEWAY AUTHORITY HAVING JURISDICTION AND THE ELECTRICAL ENGINEER FOR APPROVAL. THE PLAN SHALL INDICATE SOLID 'JBOX' ON ANY FIXTURE INDICATES A FIXTURE WITH AN INTEGRAL 30A, 3P, 250V, NEMA 3R UNLESS NOTED OTHERWISE. (N. INDICATES +� �D :��i►1 [2.2 POWER PLAN - TENANT 2/3 -�_44 B. FEEDERS - EMERGENCY POWER SUPPLY, PER THE SPECIFICATIONS. NON-FUSED). 'A' 1. ABOVE GRADE - THW/THWN, CU/AL, IN RACEWAY THE MOUNTING HEIGHT OF EACH DEVICE, IT'S AREA OF COVERAGE (AS LISTED BY THE MANUFACTURER FOR 89780PE 2. BELOW GRADE - XHHW, CU/AL, IN RACEWAY THE SPECIFIC INSTALLATION), AND ROUTING OF INTERCONNECTING CIRCUITS (INCLUDE WIRE AND CONDUIT). RECESSED WALL WASH CEILING-MOUNTED FIXTURE \O\\ ELECTRICAL MOTOR. SEE DRAWINGS FOR SIZE. E2.3 POWER PLAN - TENANT 4 C. BRANCH CIRCUITS - THHN/THWN, CU/AL, IN RACEWAY au. FIRE CONDUCTORS SHALL BE #14AWG MINIMUM AND SHALL BE IN ACCORDANCE WITH ARTICLE 760-16 OF 9. SOME CONDUCTOR SIZES ARE BASED ON THE USE OF 75 DEGREE C CONDUCTOR RATINGS. THE CONTRACTOR THE NEC' J� ; LIGHTING TRACK WITH FIXTURES. v DISTRIBUTION PANELBOARD, MOTOR CONTROL CENTER OR SERVICE OREGON SHALL VERIFY, PRIOR TO INSTALLATION OF CONDUCTORS OR CONDUIT FEEDING ANY EQUIPMENT, THAT ALL ay. FIRE ALARM CONDUIT SHALL BE 3/4" MINIMUM. E3.1 SCHEMATIC DIAGRAMS CALCULATIONS aw. SYSTEM SHALL BE IN ACCORDANCE WITH STATE AND LOCAL CODES AND MEET EXPECTATIONS OF AHJ. ENTRANCE SECTION. SEE DRAWINGS FOR EXACT TYPE. / ✓` Opti O ELECTRICAL EQUIPMENT IS RATED FOR USE WITH 75 DEGREE C WIRING. IF ANY EQUIPMENT IS RATED FOR USE TRACK HEAD OR FLOODLIGHT. SEE LIGHT FIXTURE SCHEDULE FOR �e 30, WITH LESS THAN 75 DEGREE C CONDUCTORS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR ax. ALL CONDUIT SHALL BE IN ACCORDANCE WITH SECTION 16100 OF THE SPECIFICATIONS. • SPECIFICATIONS. T DISTRIBUTION TRANSFORMER y�P/�. ��, EVALUATION/CORRECTION. ay. ALL JUNCTION BOXES SHALL BE FURNISHED WITH THE BOX LUG-TYPE TERMINAL BLOCKS WITH 20% E3.2 PANEL SCHEDULES �• SARM SPARES. 10. UNLESS SPECIFICALLY NOTED OTHERWISE, SYSTEMS PROVIDED OR INSTALLED BY THE ELECTRICAL CONTRACTOR az. ALL RETURN WIRES SHALL BE PHYSICALLY SEPARATED FROM OUTGOING WIRES BY A DISTANCE OF NO LESS 9� DUAL HEAD EMERGENCY LIGHT FIXTURE WITH BATTERY PACK. SEE LIGHT SURFACE MOUNTED PANEL BOARD. Date Signed:09/09/20 FOR THE PROPER OPERATION OF THE EQUIPMENT OR SYSTEM, SHALL BE PROVIDED AT NO ADDITIONAL COST FIXTURE SCHEDULE FOR SPECIFICATION. TO THE PROJECT. THAN 6'-0". = FLUSH MOUNTED PANEL BOARD. E4.1 IECC COM CHECK REPORT 11. THE CONTRACTOR SHALL PERFORM ALL ACCEPTANCE TESTS REQUIRED OR RECOMMENDED BY EQUIPMENT ba. PROVIDE 20% SPARE CONDUCTORS IN CONDUITS BETWEEN BUILDINGS. CEILING MOUNTED LED EMERGENCY EXIT SIGN. ARROWS INDICATE PATH MANUFACTURERS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SEVEN (7) DAYS PRIOR TO TESTING AND bb. ONE SET OF APPROVED DRAWINGS MUST BE MAINTAINED ON-SITE AND MADE AVAILABLE TO THE INSPECTOR ® OF EGRESS (TYPICAL FOR ALL EXIT SIGNS). o CABINET. SHALL ALLOW OBSERVATION OF THE TESTING BY THE ENGINEER. ON DEMAND. CONSULTANT: 12. ALL RECEPTACLES INSTALLED WITHIN 6 FEET OF A SINK SHALL BE GFI PROTECTED. bc. THE FIRE DEPARTMENT SHALL WITNESS THE FINAL ACCEPTANCE TEST OF THE ALARM SYSTEM, CALL TO WALL MOUNTED LED EMERGENCY EXIT SIGN. gunimlumn TELEPHONE MOUNTING BOARD. 13. UNLESS OTHERWISE NOTED, ALL EQUIPMENT DISCONNECTS SHALL BE NEMA TYPE 3R, FUSIBLE, 30A, 3 POLE. SCHEDULE AN APPOINTMENT AT LEAST 72 HOURS IN ADVANCE. bd. THE CONTRACTOR SHALL SCHEDULE A COURTESY PRE-INSPECTION BY THE FIRE INSPECTOR AFTER DEVICES FUSE PER EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS. 0BOLLARD - TYPE LIGHT FIXTURE. 14. DEVICE BOXES SHOWN BACK-TO-BACK SHALL BE OFFSET A MINIMUM OF TWELVE (12) INCHES TO REDUCE HAVE BEEN ROUGHED-IN, PRIOR TO CLOSING IN OF WALLS AND CEILINGS. PROVIDE AT LEAST 72 HOURS WIRE/CONDUIT ADVANCED NOTICE TO THE INSPECTOR AND THE ELECTRICAL ENGINEER. POLE-MOUNTED LIGHT FIXTURE. SOUND TRANSMISSION BETWEEN ROOMS. be. FIRE PROTECTION SYSTEMS SHALL BE INSTALLED BY A CONTRACTOR LICENSED TO PERFORM SUCH WORK 15. ALL PENETRATIONS IN WALLS SHALL BE SEALED WITH FLEXIBLE ACOUSTIC CAULKING. CAULKING SHALL BE BY THE STATE OF ARIZONA, AND WHO ALSO HOLDS A CURRENT PERMIT FROM THE DEPARTMENT FOR SUCH APPLIED AROUND OUTLET BOXES TO PROVIDE A COMPLETE SEAL BETWEEN THE BOX AND THE WALL. WORK. } TEMPERATURE SEAL IN ACCORDANCE WITH ARTICLE 300-7 OF THE NEC. 16. PRIOR ETO TO. CORE PROVIDE ANY AND ALL OORINGELECTRICAL QU RED CON RA TOR SHALL AL EN COORDINATERWITH STRUCTURAL bf. ELECTRICALLY OPERATED WATERFLOW ALARM DEVICES ATTACHED TO SPRINKLER SYSTEMS TO PROVIDE SWITCHES REQUIRED SUPERVISION SHALL BE INTERCONNECTED TO THE FIRE ALARM SYSTEM IN ACCORDANCE WITH ',1v FLEXIBLE CONDUIT 17. PRIOR TO TRENCHING IN ANY AREA, THE CONTRACTOR SHALL CONTACT ELECTRICAL, COMMUNICATIONS/DATA, THE APPROPRIATE NFPA STANDARD. $ SINGLE POLE TOGGLE SWITCH (+42" A.F.F. U.N.0) IN WALLS OR ABOVE CEILING W/ 2 #12, #12 GND, ABBREVIATIONS CABLE TV, GAS, AND WATER UTILITY PROVIDERS (BLUE STAKE) AND HAVE ALL UTILITIES IN THE AREA IDENTIFIED. bg. ALARM SYSTEM SUPERVISION OF SPRINKLER SYSTEM TROUBLE AND WATERFLOW INDICATIONS IN BUILDINGS �1 3 N"CONDUIT CONCEALEDNLESS NOTEDNALLOTHSROISE. IN ADDITION, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A SUBCONTRACTOR SPECIALIZING IN THE MORE THAN ONE STORY HIGH, SHALL BE PROVIDED BY THE FIRE ALARMS SYSTEM IN ACCORDANCE WITH $2 TWO-POLE TOGGLE SWITCH (+42 A.F.F. U.N.0) / LOCATION OF UNDERGROUND STRUCTURES TO IDENTIFY ANY OBSTACLES IN THE PATH OF TRENCHING (PRIOR TO NEPA-13, SECTION 3-12.6. A AMPS/AMPERES COMMENCING WORK). DAMAGE TO ANY UNDERGROUND STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR bh. THE CONTRACTOR SHALL PROVIDE THE ARE INSPECTOR ONE COPY OFA "FIRE ALARMS SYSTEM $3 THREE-WAY TOGGLE SWITCH (+42" A.F.F. U.N.0) -_ CONDUIT ROUTED UNDER FLOOR OR BELOW GRADE W/ 2 #12, #12 GRD., AT NO ADDITIONAL COST TO THE PROJECT. CERTIFICATION AND DESCRIPTION" RECORD WITH SECTION 1 AND SECTIONS 3 THROUGH 9 FULLY FILLED 3/4" C., UNLESS NOTED OTHERWISE. AFC AVAILABLE FAULT CURRENT 18. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODES INCLUDING THE NEC. OUT IMMEDIATELY PRIOR TO THE START OF THE FINAL ACCEPTANCE TEST. ONE COPY OF THE COMPLETED $4 FOUR-WAY TOGGLE SWITCH (+42" A.F.F. U.N.0) a CONDUIT TURNING UP. AFRI ARC FAULT CIRCUIT INTERRUPTER 19. ALL CABLE EXPOSED IN MECHANICAL AIR HANDLING PLENUM AREAS SHALL BE PLENUM RATED. FORM WILL THEN BE GIVEN TO THE INSPECTOR IMMEDIATELY UPON SUCCESSFUL COMPLETION OF THE TEST. 20. OVER CURRENT DEVICES SHALL BE LOCATED WHERE THEY WILL NOT BE EXPOSED TO PHYSICAL DAMAGE. bi. CONDUIT AND CABLE SHALL BE RUN IN A CLASS 'A' CONFIGURATION. $P SINGLE POLE TOGGLE SWITCH WITH PILOT LIGHT (+42" A.F.F. U.N.0) CONDUIT TURNING DOWN. AFF ABOVE FINISHED FLOOR. 21. CONTRACTOR SHALL INSTALL CITY APPROVED HANDLE TIES FOR ALL SHARED NEUTRAL CIRCUITS. bj. ALL DEVICES AND MOUNTING HEIGHTS TO MEET ADA REQUIREMENTS. • 22. CONTRACTOR SHALL CONTACT ENGINEER IN WRITING (RFI) PRIOR TO PROCEEDING WITH ANY WORK NOT CLEARLY bk. WIRING SHALL BE AS RECOMMENDED BY THE FIRE ALARM EQUIPMENT MANUFACTURER. $K SINGLE POLE KEY OPERATED TOGGLE SWITCH (+42" A.F.F. U.N.0) ___ ��INDICATES A 'HOME-RUN' TO THE PANELBOARD � AFG ABOVE FINAL GRADE. SHOWN ON THESE CONTRACT DOCUMENTS. ENGINEER WILL NOT ACCEPT ANY RESPONSIBILITY FOR WORK HE HAS bl. THE CONTRACTOR SHALL SIZE ALL CIRCUITS (INITIATION AND NOTIFICATION) SO THAT AN ADDITIONAL 25% IN ....,0--- A PHASE CONDUCTOR NOT EXPLICITLY AUTHORIZED. THE NUMBER OF DEVICES COULD BE ADDED WITHOUT HAVING TO INCREASE WIRE SIZE, POWER SUPPLY, OR $D DIMMER SWITCH (+42' A.F.F. U.N.0) AWG AMERICAN WIRE GAUGE 23. PROVIDE IDENTIFICATION AT THE DISTRIBUTION PANEL FOR BRANCH CIRCUITS THAT FEED EMERGENCY LIGHTING BATTERY SIZE. FOR CALCULATION PURPOSES, ASSUME THE ADDITIONAL DEVICES HAVE THE SAME LOAD AS ....*-INDICATES A GROUNDED (NEUTRAL) CONDUCTOR UNIT EQUIPMENT. THE LARGEST DEVICE ON THE CIRCUIT, AS DESIGNED. $T MECHANICAL TIMESWITCH (+42" A.F.F. U.N.0) INDICATES AN EQUIPMENT GROUNDING CONDUCTOR C CONDUIT 24. ELECTRICAL EQUIPMENT THAT IS LIKELY TO REQUIRE MAINTENANCE WHILE ENERGIZED SHALL BE PROPERLY 47. PRIOR TO ORDERING ANY MATERIALS THE CONTRACTOR SHALL BE REQUIRED TO COMPARE THE ONE-LINE MARKED TO WARN PERSONNEL OF ARC FLASH HAZARD. DIAGRAM WITH THE PANEL SCHEDULES TO ENSURE EVERYTHING IS COORDINATED. REPORT ANY DISCREPENCIES TO $OS OCCUPANCY SENSOR (+42" A.F.F. U.N.0) INDICATES AN ISOLATED GROUND CONDUCTOR (SAME SIZE AS EQUIPMENT T - Z 25. IN EVENT OF A DISCREPANCY BETWEEN THE SPECIFICATIONS AND A NOTE ON THE DRAWINGS, THE DRAWING THE ENGINEER OF RECORD. IF THESE ARE FOUND AND NOT REPORTED THEN THE CONTRACTOR PROCEEDS AT GROUNDING CONDUCTOR CU COPPER MATERIAL W NOTES SHALL SUPERSEDE THE SPECIFICATIONS. HIS OWN COST/RISK. 0 PROGRAMMABLE TIMESWITCHDED DEDICATED Z 26. COORDINATION OF OVERCURRENT PROTECTIVE DEVICES SHALL BE BY ELECTRICAL CONTRACTOR INCLUDING TRANSITION POINT FROM ONE SOURCE OF POWER TO ANOTHER WITHIN A 48. E.C. SHALL COORDINATE THE EXACT EXIT SIGN LOCATION/PLACEMENT WITH THE FIELD BUILDING INSPECTOR PRIOR # _._ _ .. -_ rii >- SETTINGS OF CIRCUIT BREAKERS. POWER CONTINUOUS RACEWAY OR LIGHTING TRACK FED FROM MULTIPLE SOURCES. TO ROUGH INSPECTION APPROVAL. OPc PHOTOCELL, ON ROOF FACING NORTH UNLESS NOTED OTHERWISE. BREAK 27. WHERE A MANUAL MOTOR STARTER IS SHOWN ON THE PLANS, THE CONTRACTOR SHALL VERIFY THE DEVICE EF EXHAUST FAN ) 49. SPECIAL INSPECTIONS: WHERE THE PLANS INDICATE SPECIAL ELECTRICAL INSPECTIONS AND REPORT, OR AS INDICATES THE CIRCUIT FEEDING THE RACEWAY OR TRACK IN THE Q PROVIDED IS LABELED "SUITABLE AS MOTOR DISCONNECT". Q REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AHJ), THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, 28. WHERE A COMBINATION CONTROLLER IS SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL VERIFY THE DEVICE HIRE AN INDEPENDENT THIRD PARTY INSPECTOR OR TESTING AGENCY TO PERFORM THE REQUIRED INSPECTIONS DEVICES DIRECTION OF THE ARROW. EM EMERGENCY / 90 MINUTE BATTERY FOR EGRESS Z E PROVIDED IS LABELED "SUITABLE AS MOTOR DISCONNECT" AND IS LISTED AS A BRANCH CIRCUIT OVERLOAD AND FOR THE TYPES OF WORK SPECIFIED AND IDENTIFIED ON THE SPECIAL INSPECTION FORM. THE SPECIAL EMT ELECTRICAL METALLIC TUBING a SHORT-CIRCUIT PROTECTIVE DEVICE. ELECTRICAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT TO THE REGISTERED DESIGN PROFESSIONAL Q DUPLEX CONVENIENCE RECEPTACLE, +18" U.N.O. CCI Z 8 29. PROVIDE A #18 OR LARGER COPPER TRACER WIRE SECURELY ATTACHED TO THE NON-METALLIC CABLE, PIPE OR ENGINEER, PROVIDING TEST RESULTS AND STATING WEATHER THE ITEMS REQUIRING SPECIAL INSPECTION WERE IN SINGLE-LINE DIAGRAM ENT ELECTRICAL NON-METALLIC TUBING CONDUIT AT 8'-0" ON CENTER. IT SHALL HAVE A 12" OF TRACER WIRE ACCESSIBLE ABOVE GRADE AT ANY COMPLIANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. PROVIDE ADDITIONAL COST FOR ENGINEER'S r"CROSS SLASH" ON ANY RECEPTACLE INDICATES INTEGRAL GROUND -ABOVE GRADE TERMINATION PER STATE STATUTE. SEALED LEITER OF APPROVAL. FAULT PROTECTION. (GFCI} n CIRCUIT BREAKER, FIXED MOUNTED. ER EXISTING TO BE RELOCATED AS INDICATED. 30. USES OF TYPES NM, NMC, AND NMS (ROMEX) CABLES IN COMMERCIAL APPLICATIONS ARE NOT ALLOWED. 50. PROVIDE CONCRETE/STEEL BOLLARD PROTECTION FOR ALL ELECTRICAL EQUIPMENT SUBJECT TO DAMAGE IN ---- - ------- 31. LIGHT FIXTURES IN SUSPENDED CEILINGS SHALL BE INSTALLED IN COMPLIANCE WITH BUILDING CODE. TRAFFIC AREAS. COORDINATE WITH ARCHITECT FOR DETAIL AND LOCATION. DOUBLE DUPLEX (FOURPLEX) CONVENIENCE RECEPTACLE, +18" U.N.O. <o^o> CIRCUIT BREAKER, DRAWOUT MOUNTING. EX EXISTING TO REMAIN. REQUIREMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 51. COORDINATION OF OVERCURRENT PROTECTIVE DEVICES SHALL BE BY ELECTRICAL CONTRACTOR INCLUDING - --- - -- a. LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. SETTINGS OF CIRCUIT BREAKERS, FUSES AND GROUND FAULT DEVICES. CONTRACTOR SHALL PROVIDE 0 SINGLE CONVENIENCE RECEPTACLE, +18" U.N.O. -r\-, FUSIBLE SWITCH. SIZE AS INDICATED ON DRAWINGS. FMC FLEXIBLE METAL CONDUIT b. INSTALL (OR VERIFY THE EXISTENCE OF) A #12 GAGE HANGER WIRE WITHIN 3" OF EACHCORNER OF THE COORDINATION STUDY AND SET ALL CIRCUIT PROTECTIVE DEVICE SETTINGS AS RECOMMENDED AT THE COMPLETION -- - LIGHT FIXTURE. OF THE PROJECT. DUPLEX CONVENIENCE RECEPTACLE MOUNTED ABOVE COUNTER AT +44" TRANSFORMER. SEE ONE-LINE FOR TYPE AND SPECIFICATION. GEC GROUNDING ELECTRODE CONDUCTOR AT THE SES f c. PENDANT-HUNG FIXTURES SHALL BE SUPPORTED FROM THE STRUCTURE ABOVE WITH (2) #9 GAGE WIRES 52. EMERGENCY SYSTEMS OVERCURRENT DEVICES SHALL BE SELECTIVELY COORDINATED WITH ALL SUPPLY SIDE It OR AS SPECIFIED ON ARCHITECT'S ELEVATIONS. toe fin OR OTHER APPROVED SUPPORT METHOD WHICH DOES NOT DEPEND ON THE CEILING SUPPORT SYSTEM. OVERCURRENT PROTECTIVE DEVICES, IN ACCORDANCE WITH NEC 700, 701 AND 620 REQUIREMENTS. E CURRENT TRANSFORMER GFCI GROUND FAULT CURRENT INTERRUPTER. 33. LIGHT FIXTURES MOUNTED IN CEILINGS WHICH FORM AN AIR--HANDLING SPACE (PLENUM) SHALL BE SPECIFICALLY 53. ANY ELECTRICAL ROOM THAT CONTAINS ANY ONE (OR MORE) PIECE(S) OF ELECTRICAL EQUIPMENT CONTAINING INTEGRAL GROUND FAULT PROTECTION DUPLEX CONVENIENCE4:IC LISTED FOR SUCH INSTALLATION. OVERCURRENT DEVICES, SWITCHING DEVICES, OR CONTROL DEVICES RATED 1200 AMPS OR MORE SHALL BE t RECEPTACLE MOUNTED ABOVE COUNTER AT +44" OR AS SPECIFIED ON O METERING DEVICE GND GROUND /� 34. LIGHT FIXTURES MOUNTED IN FIRE-RATED CEILINGS SHALL BE SPECIFICALLY LISTED TO MAINTAIN THE FIRE EQUIPPED WITH PANIC BARS, PRESSURE PLATES, OR OTHER DEVICES THAT ARE NORMALLY LATCHED BUT OPEN ARCHITECT'S ELEVATIONS. ICL LU RATING. UNDER SIMPLE PRESSURE, IN ACCORDANCE WITH NEC 110.26(C) REQUIREMENTS. 0- PANELBOARD, MAIN LUG ONLY, CU BUSS IMC INTERMEDIATE METAL CONDUIT2 r ` 35. WHERE THE PLANS INDICATE A LIGHT FIXTURE IS TO BE PROVIDED WITH SPECIAL FEATURES/SWITCHING (DIMMING, 54. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL LOW VOLTAGE WIRING BETWEEN DOUBLE DUPLEX (FOURPLEX) CONVENIENCE RECEPTACLE MOUNTED �•/ EMERGENCY, THREE-LEVEL, ETC) THE CONTRACTOR SHALL PROVIDE THESE FIXTURES WITH THE APPROPRIATE LIGHT FIXTURES AND DIMMING/SWITCHING MODULES AND/OR LIGHTING CONTROL PANELS FOR A FULLY ABOVE COUNTER AT +44" OR AS SPECIFIED BY ARCHITECTS ELEVATIONS. �� PANELBOARD, MAIN CIRCUIT BREAKER, CU BUSS IG ISOLATED GROUND BALLASTING TO ACCOMMODATE THE SPECIAL FEATURE. THE CONTRACTOR SHALL PROVIDE THE FIXTURES AS FUNCTIONING SYSTEM. REFER TO MANUFACTURERS INSTALLATION DETAILS FOR REQUIREMENTS. • INDICATED IN THE LIGHTING FIXTURE SCHEDULE, WITH MODIFICATIONS AS REQUIRED BY PLAN NOTES. 15 SPLIT WIRED DUPLEX CONVENIENCE RECEPTACLE, +18" U.N.O. TRANSFER SWITCH - MANUAL OR AUTOMATIC KCMIL 1000 CIRCULAR MILS (MCM) M / COMBINATION MOTOR CONTROLLER, FUSIBLE SWITCH TYPE LFMC LIQUID-TIGHT FLEXIBLE METAL CONDUIT �N OO DUPLEX CONVENIENCE RECEPTACLE WITH AN ISOLATED GROUND CONNECTION. COMBINATION MOTOR CONTROLLER, CIRCUIT BREAKER TYPE LFNC LIQUID-TIGHT FLEXIBLE NON-METALLIC CONDUITZ Z ('1 V 1 ii LIGHTING SYSTEM FUNCTIONAL TESTING SPECIAL PURPOSE RECEPTACLE AS NOTED ON DRAWINGS (250 VOLT). lip INDICATES A FEED-THROUGH LUG CONNECTION N NEW CO Q ® NEMA CONFIGURATION AS INDICATED ON THE PLANS OR AS REQUIRED -------------- - BY THE EQUIPMENT. Ni NEMA 1 = v AN APPROVED INDEPENDENT 3RD PARTY COMPANY (INDEPENDENT FROM THE ELECTRICAL DESIGN FIRM AND ANY OF THE CQNSTRUCTION COMPANY'S INVOLVED WITH THIS PROJECT) SHALL BE RESPONSIBLE FOR THE FUNCTIONAL TESTING OF THE LIGHTING - SYSTEM AND SHALL PROVIDE DOCUMENTATION TO THE BUILDING OFFICIAL CERTIFYING THAT THE INSTALLED LIGHTING CONTROLS MEET THE PROVISIONS OF THE IECC C405. (THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING THIS SERVICE AS SPECIAL PURPOSE RECEPTACLE AS NOTED ON DRAWINGS (600 VOLT). N3R NEMA 3R CD W PART OF HIS PROJECT "PROPER COMPLETION RESPONSIBILITIES') 0 NEMA CONFIGURATION AS INDICATED ON THE PLANS OR AS REQUIRED O BY THE EQUIPMENT. NL NIGHT LIGHT. BYPASS LOCAL SWITCHING. WHERE OCCUPANCY SENSORS, TIME SWITCHES, PROGRAMMABLE SCHEDULE CONTROLS, PHOTO SENSORS OR DAYUGHTING CONTROLS ARE INSTALLED, THE FOLLOWING PROCEDURES SHALL BE PERFORMED: CIII OC JUNCTION BOX. 'C' INDICATES CEILING MOUNTED. 'F' INDICATES FLOOR RNC RIGID NONMETAllJC CONDUIT + 1. CONFIRM THAT THE PLACEMENT, SENSITIVITY, AND TIME-OUT ADJUSTMENTS FOR OCCUPANT SENSORS YIELD ACCEPTABLE PERFORMANCE. F MOUNTED (SUBSCRIPTS ARE TYPICAL FOR ALL DEVICES) FIRE ALARM LINO UNLESS NOTED OTHERWISE. t) 0 2. CONFIRM THAT THE TIME SWITCHES AND PROGRAMMABLE SCHEDULE CONTROLS ARE PROGRAMMED TO TURN THE LIGHTS OFF. - - - - POWER / VOICE-DATA DIVIDED RACEWAY. CE Q FIRE ALARM SPEAKER/STROBE WP WEATHERPROOF g:2 3. CONFIRM THAT THE PLACEMENT AND SENSITIVITY ADJUSTMENTS FOR PHOTO SENSOR CONTROLS REDUCE ELECTRIC LIGHT BASED ON THE AMOUNT OF USABLE DAYLIGHT IN THE SPACE AS SPECIFIED. POWER / VOICE-DATA SERVICE POLE. (110 ❑F FIRE ALARM MANUAL PULL STATION XP EXPLOSION PROOF. SPECIAL SYSTEMS FIRE ALARM HORN/STROBE XR EXISTING TO BE REMOVED. • VOICE OUTLET E FIRE ALARM STROBE ONLY ✓ DATA OUTLET ® FIRE ALARM CONTROL PANEL. CODE INFORMATION REv DATE DESCRIPTION ✓ COMBINATION TELEPHONE AND DATA OUTLET IN THE SAME BOX ® FIRE ALARM ANNUNCIATOR PANEL. ° 2D NWLAGEWSUBINIFI. 17 TELEVISION OUTLET HEAT DETECTOR. # INDICATES FIXED TEMPERATURE SETTING IF DIFFERENT A. 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC), -- O# THAN NOTED IN SPECIFICATIONS. 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE. CLOCK OUTLET. ALL SYSTEMS SHALL BE IN COMPLIANCE WITH THE ® CEILING MOUNTED SPEAKER. O SMOKE DETECTOR. AOBOVON OVE CODES AS ADOPTED BY THE CITY OF TIGARD, a WALL MOUNTED SPEAKER. D� DUCT MOUNTED SMOKE DETECTOR. SUPPLIED BY E.C., INSTALLED BY M.C. - _ C SMOKE/FIRE DAMPER FURNISHED AND INSTALLED BY MECHANICAL N 2 MICROPHONE OUTLET. CONTRACTOR. WIRED BY ELECTRICAL CONTRACTOR. -- � el BELL/BUZZER. SEE DRAWINGS FOR SPECIFICATION. O FIRE SPRINKLER TAMPER SWITCH. LTJ CHIME, SEE DRAWINGS FOR SPECIFICATION. O FIRE SPRINKLER FLOW SWITCH. _____ 04 Q PUSHBUTTON. SEE DRAWINGS FOR SPECIFICATION. • MAGNETIC DOOR RELEASE. Q CR CARD READER WITH BACK BOX FOR CONDUIT/WIRE ACCESS ROUTING n CONTROL RELAY, 10.0 AMPS, DP/DT IN NEMA 1 ENCLOSURE J ►p CAMERA WITH BACK BOX FOR CONDUIT/WIRE ACCESS ROUTING a FIRE ALARM CONTROL MODULE. - Q -- I- DAWN Be': - CHECKED BY: 2 ARCH.PROJECT NO.: co REFERENCE ONLY C BKM20004 w NOT APPROVED WITH THIS PERMIT SHEET NAME: .. . __._..._ . U GENERAL NOTES Lz / LEGENDS / 0 n . 2 SHEET INDEX Q ASEIENGINEERING o24sewng.. rieearliga.lcmormd.ossuit6e0Appoex,fAZ8 605. 8 .0600 OFT: LIN SHEET NUM1lE11; THESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS. AND DATA THAT ARE THE SOLE JOB NO: DSN: JN PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPOSE OTHER THAN ORIGINALLY CHK: CS F- INTENDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC. 201880 E O" 1 z SECTION 16050 - BASIC ELECTRICAL MATERIALS AND B. In raceways, use insulated equipment grounding conductors. D. Nonmetallic Outlet and Device Boxes: NEMA OS 2. 2.10 POKE-THROUGH ASSEMBUES A. Clean enclosed switches and circuit breakers internally, on completion of installation, PM C. Exothermic-Welded Connections: Use for connections to structural steel and for E. Floor Boxes: Sheet metal, fully adjustable, rectangular, sectionalized. A. Description: Factory-fabricated and -wired assembly of below-floor junction box unit in accordance with manufacturer's written instructions. Vacuum dirt and debris; do not METHODS underground connections, except those at test wells. F. Small Sheet Metal Pull and Junction Boxes: NEMA OS 1. with multichanneled, through-floor roceway/firestop unit and detachable matching floor use compressed air to assist in cleaning. D. Equipment Grounding Conductor Terminations: Use bolted pressure clamps. PART 3 - EXECUTION service-outlet assembly. END OF SECTION DESIG N PART 1 - GENERAL 3.2 EQUIPMENT GROUNDING CONDUCTORS 3.1 RACEWAY APPLICATION 2.11 MULTIOUTLET ASSEMBUES 1.1 RELATED DOCUMENTS A. Comply with NEPA 70, Article 250, for types, sizes, and quantities of equipment A. Outdoors: A. Components of Assemblies: Products from a single manufacturer designed for use as a , A. Drawings and general provisions of the Contract, including General and Supplementary grounding conductors, unless specific types, larger sizes, or more conductors than required 1. Exposed: Rigid steel or INC complete, matching assembly of raceways and receptacles. Arc h it e c t U r 0 Conditions and all other sections of the Electrical Specifications apply to this section. by NEPA 70 are indicated. 2. Concealed: Rigid steel or IMC B. Raceway Material: Metal, with manufacturer's standard finish or nonmetal as noted on This is typical for all sections of the Electrical Specifications. B. Install equipment grounding conductors in all feeder and branch circuit conduits. 3. Underground, Single Run: RNC. drawings. S o#Ll t I o fl 5 Group 1.2 SUBMITTAL C. Air-Duct Equipment Circuits: Install an equipment grounding conductor to duct-mounted 4. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic, C. Wire: No. 12 AWG. A. Not required for this section. electrical devices operating at 120 V and more, including air cleaners and heaters. Bond Electric Solenoid, or Motor-Driven Equipment): LFMC. 2.12 VOICE-DATA/POWER SERVICE POLES 1.3 QUALITY ASSURANCE conductor to each unit and to air duct. 5. Boxes and Enclosures: NEMA 250, Type. 38 PAM( A. Description: Factory-assembled and -wired units to extend power, telephone, and data A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in D. Water Heater. Install a separate equipment grounding conductor to each electric water B. Indoors: service from distribution wiring concealed in ceiling to devices or outlets in pole near floor. SUITE 310 NEPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, heater. Bond conductor to heater units, piping, connected equipment, and components. 1. Exposed (>10' AFF): EMT 1. Poles: Nominal 2.5-inch- square cross section with height adequate to extend from IRVINE CA 92614 and marked for intended use. This requirement applies to all sections of the Electrical E. Signal and Communication Systems: For telephone, alarm, voice and data, and other 2. Exposed (Where subject to damage or < IO'AFF): IMC floor to at least 6 inches above ceiling, and separate channels for power and signal Specifications. communication systems, provide No. 6 AWG minimum insulated grounding conductor in 3. Concealed: EMT RNC, MC. wiring. Contort lleclertrin 'I B. Comply with NEPA 70. This requirement applies to all sections of the Electrical raceway from grounding electrode system to each service location, terminal cabinet, wiring 4. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic, 2. Mounting: Ceiling trim flange with concealed bracing arranged for positive connection (94 43D705I Specifications. closet, and central equipment location. Electric Solenoid, or Motor-Driven Equipment): LFMC. to ceiling supports, and pole foot with carpet pad attachment. 1.4 COORDINATION 1. Service and Central Equipment Locations and Wiring Closets: Terminate grounding 3. Finishes: Manufacturers standard finish and trim combinations, includingpainted and A. Coordinate chases, slots, inserts, sleeves, and openings withgeneral construction work 5. Damp or Wet Locations: Rigid steel conduit. conductor on a l/4-by-2-by-12-inch grounding bus. satin anodized-aluminum finishes. 6. Boxes and Enclosures: NEMA 250, Type 1, except as follows: a. Damp or Wet AICHITECT and arrange in building structure during progress of construction. 3.3 INSTALLATION 2.13 FINISHESF B. B. Coordinate electrical service connections to components furnished by utility companies. A. GroundingConductors: Route alongshortest and straightestpathspossible, unless Locations: NEMA 250, Type 3R, metallic. SAL 9 A Color White, unless otherwise indicated or required by Code. PART 2 - PRODUCTS otherwise indicated. Avoid obstructing access or placing conductors where they may be 7. Concealed in walls or above ceiling: FMC C. Minimum Raceway Size: 3/4-inch trade PART 3 - EXECUTIO 2.1 SUPPORTING DEVICES subjected to strain, impact, or damage. Arty exterior mounted grounding conductors shall size DN 21). 3.1 INSTALLATID A. Material: Cold-formed steel, with corrosion-resistant coating acceptable to authorities be enclosed in schedule 40 PVC 3.2 INSTALLATION A. Install devices and assemblies plumb and secure. having jurisdiction. 3.4 CONNECTIONS A. Keep raceways at least 18 inches away from parallel runs of flues and steam or hot-water pipes. Install horizontal raceway runs above water and steam piping. B. Install wall plates when painting is complete. B. Metal Items for Use Outdoors or in Damp Locations: Hot-dip galvanized steel. A General Make connections so galvanic action or electrolysis possibility is minimized. C. install wall dimmers to achieve indicated outing after derating for ganging as instructed e C. Slotted-Steel Channel Supports: Flange edges turned toward web. Select connectors, connection hardware, conductors, and connection methods so metals in B. Complete raceway installation before starting conductor installation. by manufacturer. tj*_� D. Racewayand Cable Supports: Manufactured Levis hangers, riser clamps, straps, direct contact will be galvanicallycompatible. C. Support raceways as specified in Division 16 Section 'Basic Electrical Materials and i/! PPat 9 Pa E. r not shareenconductorUnlesst load sidenof dimmers. `F.-,i 1.1 ' threaded C- clamps with retainers, ceiling trapeze hangers, wall brackets, and spring-steel B. Equipment Grounding Conductor Terminations: For No. 8 AWG and larger, use Methods.' E. Arrangement of Devices: Unless otherwise indicated, mount flush, with long dimension r .0 ►f clam pressure-type grounding lugs. No. 10 AWG and smaller grounding conductors ma be D. Install temporary closures to prevent foreign natter from entering raceways. `ti clomps. P tYPe 9 9 u9 9 9 Y vertical, and grounding terminal of receptacles on bottom. Group adjacent switches under �n" Ilii 2.2 ELECTRICAL IDENTIFICATION terminated with winged pressure-typeconnectors. E. Protect stub-ups from damage where conduits rise through floor slabs. Arrange so 'A single, multigang wall plates. 89780PE A. Identification Devices: A single type of identification product for each application END OF SECTION curved portions of bends ore not visible above the finished slab. F. Protect devices and assemblies during painting. C0te9°" SECTION 16120 - CONDUCTORS AND CABLES F. Make bends and offsets so ID is not reduced. Keep lags of bends m the same plane G. Adjust locations of which floor service outlets and telephone/power service poles are B. Colored Adhesive Marking Tape for Raceways, Wires, and Cables: Self-adhesive vinyl and keep straight legs of offsets parallel, unless otherwise indicated. installed to suit arrangement of partitions and furnishings. tape, not less than 1 inch wide by 3 mils thick (25 mm wide by 0.08 mm thick). PART 1 - GENERAL G. Conceal conduit and EMT within finished walls, ceilings, and floors, unless otherwise OREGON indicated. H. Mounting Heights: Heights above finished floor of devices shall be os indicated below, ti C. Underground Warning Tape: Permanent, bright-colored, continuous-printed, detectable 1.1 QUALITY ASSURANCE measured to the center of the device faceplate. If heights noted on the drawings differ [`1 . i.e,ry °�' premarked vinyl tope. H. Raceways Embedded in Slabs: Install in middle 1/3 of slab thickness where practical 'r 9�O `Z A. Listing and Labeling: Provide wires and cables specified in this Section that are listed from these, the drawings shall take precedence. n {� D. Tape Markers for Wire: Vinyl or vinyl-cloth, self-adhesive, wraparound type with and leave at least 2 inches (50 mm) of concrete cover. 'r/�1-. SAR \` and labeled. I. Outlets (power/communications/data): 18 inches. �1 preprinted numbers and letters. 1. Secure raceways to reinforcing rods to prevent sagging or shifting during concrete 1. The Terms 'Listed' and 'Labeled': As defined in NEPA 70, Article 100. 2. Switches: 42 inches. E. Color-Coding Cable Ties: Type 6/6 nylon, self-locking type. Colors to suit coding2. Listing and Labeling Agency Qualifications: A 'Nationally Recognized Testing Laboratory' placement. 3. Wall phone: 42 inches. Date Signed:09/09/20 scheme. as defined in OSHA Regulation 1910.7. 2. Space raceways laterally to prevent voids in concrete. 3.2 IDENTIFICATION F. Engraved-Plastic Labels, Signs, and Instruction Plates: Engraving stock, melamine 3. Run conduit larger than 1-inch trade size (DN 27) parallel or at right angles to B. Comply with NEPA 70. A Comply with Division 16 Section "Basic Electrical Materials and Methods." plastic laminate punched or drilled for mechanical fasteners 1/16-inch minimum main reinforcement. Where at right angles to reinforcement, place conduit close to slab PART 2 - PRODUCTS 1. Switches: Where three or more switches are ganged, and elsewhere as indicated, thickness for signs up to 20 sq. in. and 1/8-inch minimum thickness far larger sizes. 2.1 MANUFACTURERS super' identify each switch with approved legend engraved on wall plate. PART 3 - EXECUTION4. Change from nonmetallic tubing to Schedule 80 nonmetallic conduit, rigid steel CONSULTANT: A Manufacturers; Subject to compliance with requirements, provide products by one of the 2. Receptacles: Identify panelboard and circuit number from which served. Use machine- 3.1 ELECTRICAL EQUIPMENT INSTALLATION following or approved equal: conduit, or INC before rising above the floor. printed, pressure-sensitive, abrasion-resistant label tape on face of plate and durable A. Headroom Maintenance: If mounting heights or other location criteria are not indicated, 1. Wires and Cables: I. Install exposed raceways parallel or at right angles to nearby surfaces or structural wire markers or tags within outlet boxes. Minimum 6'-6' is required. arrange and install components and equipment to provide the a. American Insulated Wire members and follow surface contours as much os possible. Corp.; Levity' Manufacturing Co. 3.3 CONNECTIONS maximum possible headroom. J. Join raceways with fittings designed and approved for that purpose and make joints b. Carol Cable Co., Inc. c. Southwire Company. A Connect wiring device grounding terminal to outlet box with bonding jumper. B. Materials and Components: Install level, plumb, and parallel and perpendicular to other 2. Connector, for Wires and Cables: tight. B. Connect wiring device grounding terminal to branch-circuit equipment grounding building systems and components, unless otherwise indicated. a. AMP Incorporated. 1. Use insulating bushings to protect conductors. conductor. C. Equipment: Install to facilitote service, maintenance, and repair or replacement ofK. Terminations: P b. General Signal; 0-Z/Gedney Unit. C. Isolated-Ground Receptacles: Connect to isolated-ground conductor routed to designated 1. Where raceways are terminated with locknuts and bushings, align raceways to enter components. c. 3M Company; Electrical Products Division. isolated equipment ground terminal of electrical system. D. Right of Way: Give to raceways and piping systems installed at a required slope. 2.2 BUILDING WIRES AND CABLES squarely and install locknuts with dished port against Dox. Use two locknuts, one inside D. Tighten electrical connectors and terminals according to manufacturers published 3.2 ELECTRICAL SUPPORTING DEVICE APPLICATION and one outside box. torque-UL-listed building wires and cables with conductor material, insulation type, cable tightening values. If manufacturers torque values are not indicated, use those A. 2. Where raceways are terminated with threaded hubs, screw racewoys or fittings tightly Damp Locations and Outdoors: Hot-dip galvanized materials. construction, and rating as specified in Part 3 'Wire and Insulation Applications' Article. specified in UL and UL 4868. B. Dry Locations: Steel materials. into hub so end bears against wire protection shoulder. 3.4 FIELD QUALITY CONTROL B. Cross-Linked Material:Polyethylene Insulation Material: Comply with NEMA WC 7. L. Install pull wires in empty raceways. Use polypropylene or manofiloment plastic line with C. Support Clomps for PVC Raceways: Click-type clamp system. C. Conductor Copper. A Test wiring devices for proper polarity and ground continuity. Operate each device at D. Selection of Supports: Comply with manufacturer's written instructions. D. Stranding: Solid conductor for Na. 10 AWG and smaller, stranded conductor for larger not less than 400-lb tensile strength. Leave at least 12 inches (300 mm) of slack at least six times. E. Strength of Supports: Adequate to tarry present and future loods, times a safety factor than No.10 AWG. each end of pull wire. ENO OF SECTION 16140 of at least four; minimum of 200-lb design load. 2.3 CONNECTORS AND SPLICES M. Telephone and Signal System Raceways, 2-Inch Trade Size (DN 53) and Smaller. In SECTION 16410 - ENCLOSED SWITCHES & CIRCUIT 3.3 SUPPORT INSTALLATION A. UL-listed, factory-fabricated wiring connectors of size, ampacity rating, material, type, addition to above requirements, install raceways in maximum lengths of 150 feet (45 m) A. Install support devices to securely and permanently fasten and support electrical and class for application and service indicated, and with a maximum of two 90-degree bends or equivalent. Separate lengths with pull or BREAKERS components. PART 3 - EXECUTION junction boxes where necessary to comply with these requirements. B. Install individual and multiple raceway hangers and riser clamps to support raceways. 3.1 EXAMINATION N. Install raceway sealing fittings at suitable, approved, and accessible locations and fill PART 1 - GENERAL C. Support parallel runs of horizontal raceways together on trapeze- or bracket-type A. Examine raceways and building finishes to receive wires and cables for compliance with them with UL-listed sealing compound. For concealed raceways, install each fitting in a 1.1 RELATED DOCUMENTS hangers. requirements for installation tolerances and other conditions affecting performance of wires flush steel box with a blank cover plate having a finish similar to that of adjacent plates A. Drawings and general provisions of the Contract, including General and Supplementary D. Size supports for multiple raceway installations so capacity can be increased by 25 and cables. or surfaces. Install raceway sealing fittings at the following points: Conditions apply to this Section. percent. 3.2 WIRE AND INSULATION APPLICATIONS 1. Where conduits pass from warm to cold locations, such as boundaries of refrigerated 1.2 SUMMARY E. Support individual horizontal raceways with separate, malleable-iron pipe hangers or A. Service Entrance: Type XHHW in raceway. spaces. A. This Section includes individually mounted enclosed switches and circuit breakers for clamps. B. Feeders: Above grade: Type THW/THWN, in raceway; Below grade: Type XHHW in raceway. 2. Where otherwise required by NEPA 70. P. Stub-up Connections: Extend conduits motors and equipment disconnecting means. I.' F. Install 1/4-inch- diameter or large g r threaded steel rods, unless otherwise C. Branch Circuits: Type THHN/THWN, in raceway. Z hangerthrough concrete floor for connection to freestanding equipment. Install with an B. Related Sections include the following: r� indicated. adjustable top or coupling threaded inside for plugs set flush with finished floor. Extend 1. Division 16 Section 16416 'Fuses' for fuses in fusible switches. D. Fire Alarm Circuits: Type THHN/THWM, in raceway. Wconductors to equipment with rigid steel conduit; FMC maybe used beginning6 inches G. Separately support cast boxes that are threaded to raceways and used for fixture eq P 1.3 SUBMITTALS 3.3 INSTALLATION support. Support sheet-metal x 150 mm above the floor. Instill€ screwdriver-operated, threaded plugs flush with floor pport pp boxes directly from the building structure or by Dor hangers ( ) opera p q A Product Data: For each type of switch, circuit breaker, accessary, and component A Remove existing wires from raceway before pulling in new wires and cables U.O.N.. H. Install metal channel racks for mounting cabinets, panelboards, disconnect switches, for future equipment connections. indicated. Include dimensions and manufacturers' technical data on features, W B. Pull Conductors: Use manufacturer-approved pulling compound or lubricant whereI X } control enclosures, pull and junction boxes, transformers, and other devices unless 0. Flexible Connections: Use maximum of 72 inches (1830 mm) of flexible conduit for performance, electrical characteristics, ratings, and finishes. +� necessary; compound used must not deteriorate conductor or insulation. Do not exceed a V Z components are mounted directly to structural elements of adequate strength. recessed and semirecessed lighting fixtures; for equipment subject to vibration, noise 1.4 QUAUTY ASSURANCE 4 manufacturer's recommended maximum pulling tensions and sidewall pressure values. I. Install sleeves for cable and raceway penetrations of concrete slabs and wolls unless transmission, or movement; and for all motors. Use LFUC in damp or wet locations. Install A. Source Limitations: Obtain enclosed switches and circuit breakers of a single type C. Use pulling means, including fish tape, table, rope, and basket-weave wire/cable grips, (] core-drilled holes are used. Install sleeves for cable and raceway penetrations of masonry separate ground conductor across flexible connections. through one source from a single manufacturer. that will not damage cables or raceway. and fire-rated gypsum walls and of all other fire-rated floor and wall assemblies. 3.3 PROTECTION B. Comply with NEMA AB 1 and NEMA KS 1. D. Seal around cables penetrating fire-rated elements according to Division 7 Section 4 J. Securely fasten electrical items and their supports to the building structure, unless A. Provide final protection and maintain conditions that ensure coatings, finishes, and C. Comply with NEPA 70. Q otherwise indicated. Fasten equipment with components suitable for the mounting surface. "Firestapping. cabinets are without damage or deterioration at time of Substantial Completion. 1.5 COORDINATION indicated: E. Identify wires and cables according to Division 16 Section "Basic Electrical Materials and END OF SECTION A. Coordinate layout and installation of switches, circuit breakers, and components with 3.4 IDENTIFICATION MATERIALS AND DEVICES Methods." SECTION 16140 - WIRING DEVICES other construction, including conduit, piping, equipment, and adjacent surfaces. Maintain A. Install at locations for most convenient viewing without interference with operation and 3.4 CONNECTIONS required workspace clearances and required clearances for equipment access doors and maintenance of equipment. A Conductor Splices: Keep to minimum. PART 1 - GENERAL panels. B. Coordinate names, abbreviations, colors, and other designations used for electrical B. Install splices and tapes that possess eq uivalent or better mechanical strength and 1.1 RELATED DOCUMENTS 1.6 EXTRA MATERIALS identification with corresponding designations indicated in the Contract Documents. insulation retinae than conductors being spliced. A browings and general provisions of the Contract, including General and Supplementary A. Furnish extra materials described below that match products installed and that are C. Identify raceway's and cables with color bonding as follows: C. Use splice and top connectors compatible with conductor material. Conditions apply to this Section. packaged with protective covering for storage and identified with labels describing 1. Bands: Pretensioned, snap-around, colored plastic sleeves or colored adhesive D. Wiring at Outlets: Install conductor at each outlet, with at least 6 inches of slack. 1.2 SUMMARY contents. marking tape. Make each color bond 2 inches wide, completely encircling conduit. E. Connect outlets and components to wiring and to ground as indicated and instructed by I. Spare Fuses: Furnish one spare for every five installed, but not less than one set 2. Band Locations: At changes in direction, atpenetrations of walls and floors, at manufacturer. A. This Section includes receptacles, connectors, switches (manual and automatic), and 9of three of each type and rating. IM 50-foot maximum intervals. 3.5 FIELD QUAL iTY CONTROL finish plates, 1.3 DEFlNff1ONS PART 2 - PRODUCTS 14( 3. Colors: As follows: A. Testing: After installation of wires and cables, and before electrical circuitry has been 2.1 MANUFACTURERS a. Fire A1ami System: Red. energized, demonstrate product capability and compliance with requirements. A. CFCI: Ground-fault circuit interrupter. B• SPD: Surge Protection Device. A Manufacturers: Subject to compliance with requirements, provide products by one of b. Security System: Blue and yellow. 1. Procedures: Perform each visual and mechanical inspection and electrical test stated the following: c. Telecommunication System: Green and yellow. in NETA ATS, Section 7.3.1. Certify compliance with test parameters. C. AFCI: Arc Fault Circuit Interrupter w 1.4 SUBMITTALS 1. Fusible Switches: D. Tag and label circuits designated to be extended in the future. Identify source and END OF SECTION a. Eaton - Cutler Hammer U A. Product Data: For each product specified. circuit numbers in each cabinet, pull and junction box, and outlet box. SECTION 16130 - RACEWAYS AND BOXES 1.5 QUALITY ASSURANCE b. General Electric cni E. Install continuous underground plastic markers during trench backfilling, for exterior c. Siemens A. Comply with NEMA WO 1. underground power, control, signal, and communication lines located directly above power PART 1 - GENERAL b. Square D Cin 8. Comply with NEPA 70. and communication lines. Locate 6 to B inches (150 to 200 mm) below finished grade. 1.1 RELATED DOCUMENTS 1.6 COORDINATION 2. Molded-Case Circuit Breakers: CLi If width of multiple lines installed in a common trench or concrete envelope does not A. Drawings and general provisions of the Contract, including General and Supplementary A. Receptacles for Owner-Furnished Equipment: Match plug configurations. a. Eaton - Cutler Hammer exceed 16 inches (400 mm), overall, use a single line marker. Conditions and Division 1 Specification Sections, apply to this Section. I. Cord and Plug Sets: Notch equipment requirements. b. General Electric 7 F. Color-code secondary service, feeder, and branch-circuit conductors throughout the 1.2 SUMMARY PART 2 - PRODUCTS c. Siemens Z L secondary rN electricalsystem as follows: A. This Section includes raceways, fittings, boxes, enclosures, and cabinets for electricalb. Square D W N 92.1 MANUFACTURERS 208/120 V 48O/277V wiring. A. Manufacturers: Subject to compliance with requirements, provide products by one of the 2.2 ENCLOSED SWITCHES 0 1 Phase A Black Brown 8. Related Sections include the following; following or approved equal: A. Enclosed, Nonfusible Switch: NEMA KS 1, Type HD, with lockable handle. Phase B: Red Orange 1. Division 16 Section 'Basic Electrical Materials and Methods" for supports, anchors, 1. Wiring Devices: B. Enclosed, Fusible Switch: NEMA KS 1, Type HD, with clips to accommodate speciried Phase C: Blue Yellow and identification products. a. GE Company; GE Wiring Devices. fuses, lockable handle with two padlocks, and interlocked with cover in closed position. G. Install warning, caution, and instruction signs where required to comply with 29 CFR, 2. Division 16 Section "Wiring Devices' for devices installed in boxes and for floor-box b. Leviton Manufacturing Co., Inc. 2.3 ENCLOSED CIRCUIT BREAKERS Chapter XVII, Port 1910.145. service fittings. c. Pass & Seymour/Legrand; Wiring Devices Div. A. Molded-Case Circuit Breaker. NEMA AB 1, with interrupting capacity to meet available gn H. Install engraved-laminated emergency-operating signs with white letters on red 1.3 DEFINITIONS 2. Poke-through, Floor Service Outlets and Telephone/Power Poles: fault currents. OC background with minimum 3/8-inch- high lettering for emergency instructions. A. EMT: Electrical metallic tubing. a. American Electric. 1. Thermal-Magnetic Circuit Breakers: Inverse time-current element for low-level 3.5 FIRESTOPPING B. IMC: Intermediate metal conduit. overloads, and instantaneous magnetic trip element for short circuits. AdjustableCa b. Pass & Seymour/Legrand; Wiring Devices Div. magnetic tripsettingfor circuit-breaker frame sizes 250 A and larger.A. Apply firestopping to cable and raceway penetrations of fire-rated floor and wall C. LFMC: Uquidtight flexible metal conduit. 9 r9 c. Wremold.Ti2. Provide shunt-tri mechanism for each elevator circuit breaker disconnect. LA /� Q assemblies to achieve fire-resistance rating of the assembly. D. RMC: Rigid Metal Conduit P V 3. Automatic meswitches Requires approval of the elevator manufacturerprior to ordering. REFINISHING AND TOUCHUP PAINTING E. RNC: Rigid Nonmetallic Conduit q PP a. Paragon 2.4 ENCLOSURES O A. Refinish and touch up paint. F. FMC/MC: Flexible metal conduit. b. Tork 1. Clean damaged and disturbed areas and applyprimer, intermediate, and finish coats A. Description: Flush- or surface-mounted cabinets as indicated. NEMA 250, Type 1, 9 1.4 SUBMITTALS Produ 4. Lighting Contactor unless otherwise indicated to comply with environmental conditions at installed location. Lri to suit thedegree of damage at each location. raceway's, wireways fittings, 9 a. Siemens P Y 9 A. Product Data: For surface and floor boxes, hinged 1. Outdoor Locations: 250, 3R. 2. Repair damage to galvanized finishes with zinc-rich paint recommended by enclosures, and cabinets. b. General Electric 2. Kitchen Areas: Ns: NEMA250Type0, Type stainless steel. 0 manufacturer. 1.5 COORDINATION c. Eaton/Cutler Hammer 3.7 CLEANING AND PROTECTION A. Coordinate layout and installation of raceways, boxes, enclosures, cabinets, and 3. Other Wet or Damp Indoor Locations: NEMA 250, Type 4. ® �� A Protect equipment and installations and maintain conditions to ensure that coatin s, d. Square-D 2.5 FACTORY FINISHES eq P 9 suspension system with other construction. ,�, � 2.2 RECEPTACLES Straight-BladeaLES A. Manufacturer's standard prime-coat finish readyfor field pointing. finishes, and cabinets are without damage or deterioration at time of Substantial PART 2 - PRODUCTS P° 9• A. and Locking Receptacles: Henry-Duty grade. Completion. 2.1 MANUFACTURERSB. Finish: Manufacturer's standard paint applied to factory-assembled and -tested B. GFCI Receptacles: Feed-through type, with integral NEMA WD 6, Configuration 5-20R rn END OF SECTION A In other Part 2 articles enclosures before shiPPles where subparagraph titles below introduce lists, the following 9• duplex receptacle arranged to protect connected downstream receptacles on same circuit. SECTION 16060 3 - EXECUTION REV DATE DESCRIPTION requirements apply for product selection: - GROUNDING AND BONDING Design units for installation in a 2-3/4-inch- deep outlet box without an adapter. 3.1 EXAMINATION1. Manufacturers: Subject to compliance with requirements, provide products by the C. Isolated-Ground Receptacles: Equipment grounding contacts connected only to the green PART 1 - GENERAL manufacturers specified. A. Examine surfaces to receive enclosed controllers for compliance with requirements, 08/24/20 MYIIJIfuB�XSL 1TlIL grounding screw terminal of the device with inherent electrical isolation from mounting 1.1 SUBMITTALS 2.2 METAL CONDUIT AND TUBING strop. installation performance. tolerances, and other conditions affecting A. Notuired for this section A. Acceptable Manufacturers: B. Proceed with installation only after unsatisfactory conditions have been corrected. -- re4 D. SPD Receptacles: Duplex type, NEMA WED 6, Configuration 5-20R, with integral SPD in 3.2 INSTALLATION 1.2 QUALITY ASSURANCE 1. AFC Cable Systems, Inc. line to ground, line to neutral, and neutral to ground. A. Complywith NEPA 70 and UL 467. 2. AJflex Inc. A. Temporary Lifting Provisions: Remove temporary lifting eyes, channels, and brackets 1, SPD Components: Multiple metal-oxide varistors; rated a nominal clamp level of 500 and temporary blockingof movingparts from enclosures and components.PART 2 - PRODUCTS 3. Anamet Electrical, Inc.; Anaconda Metal Hose. Po rY po - ---- transient-suppression voltage and minimum single transient pulse energy dissipation of 2.1 MANUFACTURERS B. Rigid Steel Conduit: ANSI 080.1. 3.3 IDENTIFICATION Ellin 140 J line to neutral, and 70 J line to ground and neutral to ground. A. Identifyfield-installed conductors, interconnectingwiring, and components; provide _ A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering C. EMi and Fittings: ANSI C80.3. 1. Fittings: Set-screw or compression type. g. P 2. Active SPD Indication: Light visible in face of device to indicate device as 'active' or products that may be incorporated into the Work include, but are not limited to, the 0. LFMC: Flexible steel conduit with PVC jacket. warning signs as specified in Division 16 Section 'Basic Electrical Materials and 0 'active. following: 2.3 METAL WIREWAYS 'no longerMethods." __ 3. Identification: Distinctive marking on face of device denotes SPD-type unit. 1. Grounding Conductors, Cables. Connectors, and Rods; A_ Acceptable Manufacturers: 2.4 MANUAL SWITCHES B. Enclosure Nameplates: Label each enclosure with engraved metal or laminated-plastic 0 a. Chance/Hubbell. 1. Hoffman. nameplate mounted with corrosion-resistant screws, -- A. Snap Switches: Heavy-duty, quiet type. N b. Copperweld Corp. 2. Square D. 3.4 CONNECTIONS 3. Wiremold B. Dimmer Switches: Modular, full-wave, solid-state units with integral, quiet on/off A. Install equipment roundin connections for switches and circuit breakers with ground c. Erica Inc.; Electrical Products Group. grounding 2.2 GROUNDING CONDUCTORS Materialiswitches and audible and electromagnetic noise filters, milN B. and Construction: Sheet metal sized and shaped as ndicatedcontinuity to main electrical ground bus. . C. Fittings and Accessories: Include couplings, offsets, elbows, expansion joints, adapters, 2.5 AUTOMATIC TIMESWITCHES (2-C1RCUIT MIN) B. Install power wiring. Install wiring between switches and circuit breakers, and control COB. Material: Copper. hold-down 'straps, end caps, and other fittings to match and mate with wireways as A For insulated conductors, comply with Division 16 Section "Conductors and Cables.' A. Features: 2-Channel, AM/PM Format, 1-minute resolution, LCD Display, 99 set point and indication devices. CO C. Equipment Grounding Conductors: Insulated with green-colored insulation. required for complete system. capability, Daylight Saving/Standard time, Leap Year correction, 30 day integral backup, C. Tighten electrical connectors and terminals according to manufacturer's published - O D. Isolated Ground Conductors: Insulated with green-colored insulation with yellow stripe. On D. Wireway Covers: Screw-cover type. manual over-ride for each channel, astronomic control of both channels with 1-99 minute torque- tightening values. If manufacturer's torque valuta are not indicated, use those feeders with isolated ground, use colored tape, alternating bands of green and yellow tape E. Finish: Manufacturer's standard enamel finish. offset. Provide minimum 101ir battery back-up for time-switch and programming specified in UL 486A and UL 486B. to provide a minimum of three bonds of green and two bands of yellow. 8. Enclosure: Nema 1 indoor or Nema 3R outdoor. 2.4 SURFACE RACEWAYS 3.5 FIELD QUALITY CONTROL A. Surface Metal Raceways: Galvanized steel with snap on covers. Finish with 2.6 UGHT1NG CONTACTORS A. Prepare for acceptance tests as follows: E. Grounding Electrode Conductors: Stranded cable. Ys P- Pa P F. Underground Conductors: Bare, tinned, stranded, unless otherwise indicated. manufacturer's standard prime coating. A. Features: Electrically-held, 20A Contacts, 480V/277V rated or as noted on drawings, 1. Test insulation resistance for each ereosed switch, circuit breaker, component, and G. Bare Copper Conductors: Comply with the following: 1. Acceptable Manufacturers; suitable for the type of loads being switched, number of poles as indicated on the plan, control circuit. 1. Solid Conductors: ASTM B 3. a. Thomas & Betts Corporation. 2.7 LIGHTING CONTROLLER (UP TO 8 CIRCUITS): 2. Test continuity of each line-and load-side circuit. DR2. Assembly of Stranded Conductors: ASTM B 8. b. Walker Systems, Inc.; Wiremold Company (The). A. Features: (8) 20A 277V Relay outputs, 8 switch inputs min., master override, LCD B. Testing: After installing enclosed switches and circuit breakers and after electrical ^ V BY: 3. Tinned Conductors: ASTM B 33. c. Wiremold Company (The); Electrical Soles Division. display, internal Astronomic timeclock, Daylight Savings/Standard 'Times, Self-prompting circuitry hos been energized, demonstrate product capability and compliance with CHECKED�. 2.3 CONNECTOR PRODUCTS 2.5 BOXES, ENCLOSURES, AND CABINETS keypad programming, 512 programs for 7 day programming, 32 holidays, Warn Off feature. requirements. M A Comply with IEEE 837 and UL 467; listed for use for specific types, sizes, and A. Acceptable Manufacturers: B. Enclosure: Nema 1 indoor, Nema 3R outdoor. 1. Procedures: Perform each visual and mechanical inspection and electrical test ARCH.PROJECT NO.: 1 1 r combinations of conductors and connected items. 1. Spring City Electrical Manufacturing Co. 2.8 WALL PLATES indicated in NETA ATS, Section 7.5 for switches and Section 7.6 for molded-case B. Bolted Connectors: Bolted-pressure-type connectors, or compression type. 2. Thomas & Betts Corporation. A. Single and combination types match corresponding wiring devices. circuit breakers. Certify compliance with test parameters. BI(1 12 Cl)C. Welded Connectors: Exothermic-welded type, in kit form, and selected per 3. Walker Systems, Inc.; Wiremold Company (The). 1. Plate-Securing Screws: Metal with head color to match plate finish. 2. Correct malfunctioning units on-site, where possible, and retest to demonstrate N� vJ manufacturer's written instructions. B. Sheet Metal Outlet and Device Boxes: NEMA OS 1. 2. Material for Unfinished Spaces: Smooth plastic. (U.O.N.) compliance; otherwise, replace with new units and retest. Certify compliance with test _ �r PART 3 - EXECUTION C. Hinged-Cover Enclosures: NEMA 250, Type 1, with continuous hinge cover and flush 2.9 FLOOR SERVICE FITTINGS parameters. FEI\ENCS ONLY I SHEET NAME: y 3.1 APPLICATION latch. A. Type: Modular, dual-service units suitable for wiring method used. 3.6 ADJUSTING U A Use only copper conductors for both insulated and bare grounding conductors in direct 1. Metal Enclosures: Steel, finished inside and out with manufacturer's standard enamel. B. Compartmentation: Barrier separates power and signal comportments. A Set field-adjustable circuit-breaker trip ranges. NOT APPROVED WITH THIS PERMIT Z contact with earth, concrete, masonry, crushed stone, and similar materials. 2. Nonmetallic Enclosures: Plastic, finished inside with radio-frequency-resistant paint. C. Housing Material: Steel or brass. 3.7 CLEANING W SPECIFICATIONS 0 AS E I E N G I N E E R i N G'241 O w,royal paEm rd.suite0, hoenix, AZ 85021 Q aseiengineering.com o 602.287.0300 f 602.287.0600 f DFf: JN SHEET NUMBED J THESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAiN IFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE PROPERTY OF ASEI JOB NO: DSN: JN Q ENGINEERING, INC. THIS INFORMAiION MAY NOT BE USED FOR ANY PURPOSE OTHER THAN ORIGINALLY INTEiIDED WITHOUT THE EXPRESSED WRITTEN f CHK: CS CONSENT AND PERMISSION OF NE ENGINEER AND ASO ENGINEERING, INC. 201880 E0.2 OY Z SECTION 16442 - FANELBOARDS requirements of this specification. 5. Lamp Current Crest Factor. Less than 1.7, B. Proceed with instollation only after unsatisfactory conditions have been corrected. pm 1.4 QUALITY ASSURANCE 6. Transient Protection: Comply with IEEE C62.41 for Category Al locations. 3.2 APPLICATIONS PART 1 - GENERAL B. Comply with IEEE C2, NEPA 70, NEMA TP-1. C. Ballasts for Dimmer-Controlled Fixtures: Comply with general and fixture-related A. Select features of each enclosed controller to coordinate with ratings and 1.1 RELATED DOCUMENTS PART 2 - PRODUCTS requirements above for electronic ballasts. characteristics of supply circuit and motor; required control sequence; duty cycle of D� A. Drawings and general provisions of the Contract, including General and Supplementary 2.1 MANUFACTURERS : GENERAL PURPOSE TRANSFORMERS 1. Compatibility: Certified by manufacturer for use with specific dimming system motor, drive, and load; and configuration of pilot deuce and control circuit affecting Conditions apply to this Section. A. Manufacturers: Subject to compliance with requirements, provide transformers by one indicated for use with each dimming ballast controller functions. 1.2 SUMMARY the following: 2.4 HIGH INTENSITY DISCHARGE (HID) FIXTURE BALLASTS B. Select horsepower rating of controllers to suit motor controlled. A f C h I t e c t L1 Ir 4 I A. This Section includes panelboards, overcurrent protective devices, and associated 1. Cutler-Hammer/Eaton Corp. A Type: 3.3 INSTALLATION auxiliary equipment rated 600 V and less for the following types: 2. GE Electrical Distribution & Control. 1. 320W, 350W, and 400W Metal Halide Lamps: Electronic multivolt with an efficiency A See Division 16 Section 16050 'Basic Electrical Materials and Methods' for general Solutions Gf0Up 1. Lighting and appliance branch-circuit panelboards. 3. Siemens Energy & Automation, Inc. of at least 93% at full lamp output. Starting current shall be less than operating installation requirements. 2. Distribution panelboards, 4. Square-D current. Where indicated on the drawings, ballasts shall be dimmable to 50% using B. For control equipment at walls, bolt units to wall or mount on lightweight 3. Surge Protection Devitt panelboards. 2.2 MANUFACTURERS: HARMONIC CANCELLATION TRANSFORMERS (Where shown on drawings) standard 0 - 10 Volt DC controls. structural-steel channels bolted to wall. For controllers not at walls, provide 38 ECUTNE BARK 1.3 DEFINITIONS A. Power Smiths International or equal 2. High Pressure Sodium and Metal Halide Lamps (except as listed in #1 above): freestanding rocks complying with Division 16 Section 16050 'Basic Electrical Materials SUITE 310 A. EMI: Electromagnetic interference. 2.3 TRANSFORMERS, GENERAL Constant wattage autotransformer or regulating high-power-factor type, unless and Methods.` INE,CA 92614 B. GFCI: Ground-fault circuit interrupter. A. Description: Factory-assembled and -tested, air-cooled units of types specified, indicated otherwise. 3.4 IDENTIFICATION C. RFI: Radio-frequency interference. designed for 60 Hz service. 2.5 LED LUMINAIRES A. Identify enclosed controller components and control wiring according to Division 16 Ccroal Jell Mclennan D. RMS: Root mean square. B. Cores: Grain-oriented, nonaging silicon steel. A. General Requirements: Section 16050 'Basic Electrical Materials and Methods'. /9491 430-7051 E. SPDT: Single pole, double throw. C. Coils: Electrical grade aluminum or copper. Continuous windings without splices, 1. All fixtures shall be UL listed and manufactured in strict accordance with the 3.5 CONTROL WIRING INSTALLATION F. SPD: Surge Protection Device. except for tops. appropriate and current requirements of the Standards for Safety' to UL 8750 or A. Install wiring between enclosed controllers according to Division 16 Section 16050 1.4 SUBMITTALS D. Internal Coil Connections: Brazed or pressure type. others as they may be applicable. 'Conductors and Cables.' JEFF LEDERMAN,ARCHITECT A. Product Data: For each type of panelboard, overcurrent protective device, SPD device, E. Enclosure: Class complies with NEMA 250 for the environment in which installed. 2. Each luminaire shall consist of an assembly that utilizes LEDs as the light source. B. Bundle, train, and support wiring in enclosures. accessory, and component indicated. Include dimensions and manufacturers' technical F. Low-Sound-Level Units (where shown on drawings): Minimum of 3 dBA less than In addition, o complete luminaire shall consist of a housing, LED array, and 3,6 CONNECTIONS SEAL: data on features, performance, electrical characteristics, ratings, and finishes. NEMA ST 20 standard sound levels when factory tested according to IEEE C57.12.91. % electronic driver (power supply) and integral controls as specified. A. Conduit installation requirements are specified in other Division 16 Sections. Drawings B. Shop Drawings: For each panelboard and related equipment. minimum, complying with NEMA TP-1. 3. Each luminaire shall be designed for a minimum operational life of 50,000 hours. indicate general arrangement of conduit, fittings, and specialties. 1. Dimensioned plans, elevations, sections, and details. Show tabulations of installed G. Efficiency shall be 98 Operating range shall be from 0 to +25 degree C. B. Ground equipment. devices, equipment features, and ratings. Include the following: H. Transformer Impedance shall be 4% minimum. 4. The individual LEDs shall be connected such that a catastrophic loss or failure of C. Tighten electrical connectors and terminals according to manufacturer's published a. Enclosure types and details for types other than NEMA 250, Type 1. 2.4 GENERAL-PURPOSE DISTRIBUTION AND POWER TRANSFORMERS one LED will not result in the loss of the entire luminaire. torque-tightening values. If manufacturers torque values are not indicated, use those i / b. Bus configuration, current, and voltage ratings. A. Comply with NEMA ST 20 and list and label as complying with UL 1561. 5. LED boards shall be suitable for field maintenance or service with quick /VA e.:• •p. spaded in UL 486A and UL 486B. � ,,..• r c. Short-circuit current rating of panelboards and overcurrent protective devices. B. Cores: One leg per phase. disconnect plugs from below the ceiling. ♦y C 3.7 FIELD QUALITY CONTROL � C. Panelboard Schedules: For installation in panelboards. Submit final versions after load C. Windings: One coil per phase in primary and secondary. B. Technical Requirements: A. Testing: Perform the followingfield quality-control testing: +�_ .I ':' • f balancing. Schedules shall be in the same format as the schedules on the construction D. Enclosure: Enclosed, ventilated unless noted otherwise 1. Power Consumption: Maximumpower consumption of + - 555% when operating q �Ar �, P p / Pe 9 1. Perform each electrical test and visual and mechanical inspection indicated in documents. E. Insulation Class: 185 or 220 deg C class for transformers 15 kVA or smaller; 220 'A between 1201+ - 277V (or 346V). NETA ATS, Sections 7.5, 7.6, and 7.16. � 84780PE 1.5 OUALTTY ASSURANCE deg C class for transformers larger than 15 kVA. 1. Rated Temperature Rise: 150 deg 2. Operational Voltage: The luminaire shall operate from a 50 or 60 HZ + 3HZ AC 2. Certifycompliance with test C maximum rise above 40 deg C, for 220 deg C class insulation; 115 deg C maximum P P / P parameters. A. Comply with NEMA PB 1. line over a voltage range from 120VAC to 277VAC. The fluctuations of line voltage 3. Correct malfunctioning units on-site, where possible, and retest to demonstrate B. Comply with NEPA 70. rise for 185 deg C class insulation, shall have no visible effect on the luminous output. compliance; otherwise, replace with new units and retest. OREGON 1.6 COORDINATION F. Taps: For transformers 3 kVA and larger, full-capacity taps in high-voltage windings 3. Power Factor. The luminaire shall have a power factor of 9055% or greater at all 4. Where feasible, test rotation of motor prior to connection. ✓ A. Coordinate layout and installation of panelboards and components with other are as follows: Yi,S Q`L �O 1 Ta standard operating voltages and full luminaire output. 3.8 ADJUSTING +^ a Ja,'? construction that penetrates walls or is supported by them, including electrical and Taps, 3 through 10kVA: Two 5-percent taps below rated high voltage. 4. THD: Total harmonic distortion (current and voRage) induced into on AC power line A Set flield-adjustable switches and circuit-breaker trip ranges. y/Q other types of equipment, raceways, piping, and encumbrances to workspace clearance 2. Taps, 25 through 500 kVA: Six 2.5-percent tops, 2 above and 4 below rated high by a luminaire shall not exceed 2055% at any standard input voltage. 3.9 CLEANING /`s SpRM\`\\ requirements. voltage. 5. Surge Suppression: The luminaire shall include surge suppression to withstand high A. Clean enclosed controllers internally, on completion of installation, according to 1.7 EXTRA MATERIALS 3. Taps, 750 kVA and Above: Four 2.5-percent taps, 2 above and 2 below rated noise and other interference. Surge suppression shall comply with the manufacturer's written instructions, Vacuum dirt and debris; do not use compressed air Date Signed:09/09/20 A. Keys: Two spares of each type of panelboard cabinet lock. high voltage. requirements of ANSI/IEEE C62.41. to assist in cleaning. PART 2 - PRODUCTS G. Harmonic cancellation transformers (Where shown on drawings). 6. Driver: AccuDrive, 120-277 volt, UL listed and certified, sound rated A+. Driver 2.1 MANUFACTURERS 1. Transformer design shall insure that zero sequence harmonics (3rd, 9th on the shall be greater than 80%5% efficient at full load across all input voltages. Driver A. Manufacturers: Subject to compliance with requirements, provide products by one of secondary) shall not be coupled into the primary windings. the following: shall be suitable for full-range dimming. The luminaire shall be capable of CONSULTANT: 9 2. The difference in voltage THD between the primary and secondary windings shall continuous dimming without perceivable flicker. 1, Panelboards, Ov'ercurrent Protective Devices, Controllers, Contactors, and conform to the Deportment of Energy test lab criteria. C. Photometric Requirements: Accessories: 3. The neutral conductor shall be rated 200 1. light Output: The minimum initial lumen output shall be as measured by IESNA a. Eaton Corp.; Cutler-Hammer Products. 4. Windings shall be electro-statically shielded with a full-width copper shield on Standard LM-79-08. b. General Electric Co.; Electrical Distribution & Control Div. each winding. 2. Correlated Color Temperature (CCT) shall be as scheduled, c. Siemens Energy & Automation, Inc. 5. Two dry contacts shall be provided for external monitoring of the core d. Square-D temperature, closing when the temperature reaches 170 deg C and 220 deg C, 3. The color rendition index (CRI) shall be 80 or greater. 2.2 FABRICATION AND FEATURES respectfully. D. Physical Requirements: A. Enclosures: Mounting as indicated on the plans. NEMA PB 1, Type 1, to meet 6. The core and coil of the transformer shall be isolated from the enclosure by 1. The luminaire shall be a single, self-contained device, not requiring onsite environmental conditions at installed location. assembly for installation. The power supply and circuit board for the luminaire shall vibration isolating mounts. be integral to the unit. 1. Outdoor notations: NEMA 250, Type 3R. H. Wall-Mounting Brackets: Manufacturer's standard brackets for transformers up to 75 2. The luminaire shall have an UL IC rating. 2. Wet or Damp Indoor Locations: NEMA 250, Type 4. kVA. B. Hinged Front Cover Entire front trim hinged to box and with standard door within PART 3 - EXECUTION 2.6 EXIT SIGNS hinged trim cover (door-in-door type). 3.1 INSTALLATION A General Requirements: Comply with UL 924 and the following: 1. Sign Colors: Letters shall be as specified. C. Finish: Manufacturer's standard enamel finish over corrosion-resistant treatment or A. Arrange equipment to provide adequate spacing for access per NEPA 70 and for B. Self-Powered Exit Signs (Battery Type): Integral automatic charger in a primer coat. circulation of cooling air. D. DirectoryCard: With transparent rotective cover, mounted inside metal frame, inside self-contained power pock. Po P B. Tighten electrical connectors and terminals according to manufacturer's published 1. Battery: Sealed, maintenance-free, nickel-cadmium type with special warranty. panelboard door. Must be filled in correctly and legibly. torque-tightening values. E. Bus: Copper. Provide bussing the full height of the panel to allow installation of 3.2 GROUNDING 2. Charger. Fully automatic, solid-state type with sealed transfer relay. the maximum possible future devices, even if not explicitly called out as spaces. 2.7 EMERGENCY LIGHTING UNITS P Y Pa A. Separately Derived Systems: Comply with NFPA 70 requirements for connecting to A General Requirements: Self-contained units. Comply with UL 924. Units include the F. Moir and Neutral Lugs: Mechanical type suitable for use with conductor material. grounding electrode conductor following features: G. Equipment Ground Bus: Adequate for feeder and branch-circuit equipment ground 3,3 CLEANING 1, Battery: Sealed, maintenance-free, lead-acid type with minimum 10-year nominal conductors; bonded to box. A. On completion of installation, inspect components. Remove paint splatters and other H. Future Devices: Mountingbrackets, bus connections, and necessaryappurtenances 2fe and especiul warranty. PP spots, dirt, and debris. Repair scratches and mars on finish to match original finish. 2. Charger Fully automatic, solid-state type with sealed transfer relay. required for future installation of devices. END OF SECTION I. isolated Equipment Ground Bus: Where noted an the drawings, provide an isolated 3. Operation: Relay automatically turns lamp on when supply circuit voltage drops to ground bus adequate for branch-circuit equipment ground conductors; insulated from SECTION 1 6491 - FUSES 80 percent of nominal voltage or below. Lamp automatically disconnects from battery Im box. Where anydevice is shown to require on isolatedground, provide the panel(s) and when voltage approaches deep-discharge level. When normal voltage is restored, relay eqPa { ) PART 1 - GENERAL disconnects lamps, and battery is automatically recharged and floated on charger. switchboord(s) from the device to the upstream transformer or Service with isolated 1.1 RELATED DOCUMENTS 2.8 EMERGENCY FLUORESCENT POWER SUPPLY UNIT III W ground buses matching the size of the normal ground bus. A. Drawings and general provisions of the Contract, including General and Supplementary A. Internal Type: Self-contained, modular, battery-inverter unit factory mounted within J. Feed-through Lugs: Mechanical type suitable for use with conductor material. Locate Conditions and Division 1 Specification Sections, apply to this Section. fixture body, rated 1400 lumens (minimum) for 4' or 8' lamps, 900 lumen for lamps at opposite end of bus from incoming lugs or main device. 1.2 SUMMARY less than 4'. Comply with UL 924. X >- 2.3 PANELBOARD SHORT-CIRCUIT RATING A. This Section includes cartridge fuses, rated 600 V and less, for use in switches, ti, A. Where required by the drawings, provide a panel labeled to indicate series-connected n 1, Test Switch andLight-Emitting Diode Indicator Light: Visible and accessible without 4 < panelboards, switchboard or controllers. opening fixture orrentering ceiling space. Q rating with integral or remote upstream devices. Include size and type of upstream 1.3 SUBMITTALS device allowable, branch devices allowable, and UL series-connected short-circuit rating. 2. Battery:aSealed, maintenance-free, nickel-cadmium type with minimum 10-year Ne Z d A. Maintenance Data: Provide for tripping devices to include in maintenance manuals nominal life. B. For panelboards not specifically noted on the drawings to be Series-Rated, provide specified in Division 1. panelboards fullyrated to interrupt metrical short-circuit current available at it's 3. Charger. Fully automatic, solid-state, constant-current type. 2.9 LAMPS A terminals11. P 1.4 QUALITY ASSURANCE Fluorescent: 3500 Kelvin color temperature, fixture manufacturer's standard type, per C X O A. Source Lmitations: Provide fuses from a single manufacturer, drawings. 2.4 LIGHTING AND APPLIANCE BRANCH-CIRCUIT PANELBOARDS B. Comply with NEMA FU 1. A. Branch Overcurrent Protective Devices: Bolt-On circuit breakers, replaceable without C. Comply with NEPA 70. B. High Pressure Sodium: Fixture manufacturers standard type, per drawings. disturbing adjacent units. 1.5 PROJECT CONDITIONS C. Metal Halide: Pulse start type with warranteed performance with the fixture ballast, B. Doors: Front mounted with concealed hinges; secured with flush latch with tumbler I A. Where ambient temperature to which fuses are directly exposed is less than 40 deg per drawings. ock; keyed alike (door-in-door type). D. LED: Provide as scheduled on the drawings. ey tyP ) F (4.4 deg C) or more than 100 deg F (38 deg C), apply manufacturer's ambient 2.10 FIXTURE SUPPORT COMPONENTS 2.5 DISTRIBUTION PANELBOARDS temperature adjustment factors to fuse ratings. A. Doors: Front mounted, except omit in fused-switch panelboords; secured with 1.6 COORDINATION A. Comply with Division 16 Section 'Basic Electrical Materiels and Methods," for vault-typelatch with tumbler lock; keyed alike (door-in-door type). channel- and angle-iron supports and nonmetallic channel and angle supports. ey A. Coordinate fuse ratings with HVAC and other equipment nameplate limitations of B. Provide manufacturer's standard mountinghardware, finish some as fixture. B. Main Overcurrent Protective Devices: Circuit breaker. maximum fuse size. C. Branch overcurrent protective devices shall be bolt-on type. 1.7 EXTRA MATERIALS PART 3 - EXECUTION 2.6 OVERCURRENT PROTECTIVE DEVICES A. Furnish extra materials described below that match products installed and that are 3.1 INSTALLATION A. Molded-Case Circuit Breaker. NEMA AB 1, with interrupting capacity to meet available packaged in original cartons or containers and identified with labels describing contents. A. Fixtures: Set level, plumb, and square with ceiling and wails, and secure according fault currents. Must be SWD rated when used for switching light circuits. 1. Fuses: Quantity equal to 10 percent of each fuse type and size, but not fewer to manufacturer's written instructions and approved submittal materials. Install lamps in 1. Thermal-Magnetic Circuit Breakers: Inverse time-current element for low-level than three of each type and size. each fixture. W overloads, and instantaneous magnetic trip element for short circuits. Adjustable PART 2 - PRODUCTS END OF SECTION magnetic trip setting for circuit-breaker frame sizes 250 A and larger. 2.1 MANUFACTURERS SECTION 16420 - ENCLOSED CONTROLLERS V 2. GFCI Circuit Breakers: Single- and two-pole configurations with 5-mA trip A. Manufacturers: Subject to compliance with requirements, provide products by one of Cn sensitivity. the following or equal: PART 1 - GENERAL B. Molded-Case Circuit-Breaker Features and Accessories. Standard frame sizes, trip 1. Cooper Industries, Inc.; Bussmann Div. 1.1 RELATED DOCUMENTS cn ratings, and number of poles. 2. General Electric Co.; Wiring Devices Div. A. Drawings and general provisions of the Contract, including General and Supplementary M 1. Lugs: Mechanical style, suitable for number, size, trip ratings, and material of 3. Tracor, Inc.; L.ittelfuse, Inc. Subsidiary. Conditions apply to this Section. 1 ' conductors. PART 3 - EXECUTION 1.2 SUMMARYZ Z /'� 2. Application Listing: Appropriate for application; Type SWD for switching fluorescent 3.1 EXAMINATION A. This Section includes ac general-purpose controllers rated 600 V and less that are l V lighting loads; Type HACR for heating, air-conditioning, and refrigerating equipment. A. Examine utilization equipment nameplates and installation instructions. Install fuses of supplied as enclosed units. W N 3. Ground-Fault Protection: Integrally mounted relay and trip unit with adjustable sizes and with characteristics appropriate for each piece of equipment per B. Related Sections include the following: 1. Division 16 Section 16416 'Fuses' for o pickup and time-delay settings, push-to-test feature, and ground-fault indicator. manufacturer's recommendations. fuses in fusible switches. C. Fused Switch: NEW KS 1, Type HD; clips to accommodate specified fuses; lockable B. Evaluate ambient temperatures to determine it fuse rating adjustment factors must 1.3 SUBMITTALS V handle. be applied to fuse ratings. A. Product Data: For each type of enclosed controller. Include dimensions and PART 3 - EXECUTION C. Proceed with installation only after unsatisfactory conditions have been corrected. manufacturer's technical data on features, performance, electrical characteristics, /'�/ 3.1 INSTALLATION 3.2 FUSE APPLICATIONS ratings, and finishes, 1••�� A. Install panelboards and accessories according to NEW PB 1.1. A. Motor Branch Circuits: Class RK1, time delay. 1.4 QUALITY ASSURANCE 0 B. Mounting Heights: Top of trim 74 inches (1880 mm) above finished floor, unless B. Service feeders: As shown on drawings A Source Limitations: Obtain enclosed controllers of a single type through one source otherwise indicated. 3.3 INSTALLATION from a single manufacturer. C. Mounting: Plumb and rigid without distortion of box. Mount recessed panelboords with A. Install fuses in fusible devices. Arrange fuses so rating information is readable B. Comply with NEPA 70. isi fronts uniformly flush with wall finish. without removing fuse. 1.5 COORDINATION V) 0 D. Circuit Directory: Create a directory to indicate installed circuit loads after balancing 3.4 IDENTIFICATION A. Coordinate features, accessories, and functions of each enclosed controller with panelboerd loads. Obtain approval before installing. Use a computer or typewriter to A. Install labels indicating fuse replacement information on inside door of each fused ratings and characteristics of supply circuit, motor, required control sequence, and duty < CDcreate directory; handwritten directories are not acceptable. switch. cycle of motor and load. 1E. Install filler plates in unused spaces. END OF SECTION 1.6 EXTRA MATERIALSL11 F. Provision for Future Circuits at Flush Panelboards: Stub four 1-inch (27-CRC) empty SECTION 16511 - INTERIOR LIGHTING A. Furnish extra materials described below that match products installed and that are0 conduits from panelboard into accessible ceiling space or space designated to be packaged with protective covering for storage and identified with labels describing !- accessible ceiling space in the future. Stub four 1-inch (27-GRC) empty conduits into PART 1 - GENERAL contents. rri raised floor space or below slab not on grade. 1.1 RELATED DOCUMENTS 1. Spare Fuses: Furnish one spare for every five installed, but not less than one wii G. Wiring in Panelboard Gutters: Arrange conductors into groups and bundle and wrap A. Drawings and general provisions of the Contract, including General and Supplementary set of three of each type and rating. with wire ties after completing load balancing. Conditions and Related Specification Sections, apply to this Section. PART 2 - PRODUCTS 3.2 IDENTIFICATION 1.2 SUMMARY 2.1 MANUFACTURERS REV DATE DESCRIPTION A. Identify field-installed conductors, interconnecting wiring, and components; provideA. This Section includes interior lighting fixtures lamps, ballasts, emergency lighting A Manufacturers: Subject to compliance with requirements, provide products by one of warning signs as specified in Division 16 Section "Basic Electrical Materials and units, and accessories. the following: CarAim itintiata UMW Methods.' 1.3 SUBMITTALS 1. Manual and Magnetic Enclosed Controllers: 8. Panelboard Nameplates: Label each panelboard with engraved metal or A. Product Data: For each type of lighting fixture indicated, arranged in order of fixture a. Eaton Corp.; Cutler-Hammer Products. . laminated-plastic nameplate mounted with corrosion-resistant screws. designation. Include manufacturers published information. b. General Electrical Distribution & Control. 3.3 CONNECTIONS 1.6 EXTRA MATERIALS t. Siemens/Furnas Controls. A. Instal! equipment grounding connections for panelboards with ground continuity to A. Furnish extra materials described below that match products installed and that are b. Square 0 main electrical ground bus. packaged with protective covering for storage and identified with labels describing c. ABB B. Tighten electrical connectors and terminals according to manufacturer's published contents. 2.2 MAGNETIC ENCLOSED CONTROLLERS torque-tightening values. If manufacturer's torque values are not indicated, use those 1. Lamps: 10 for every 100 of each type and rating installed. Furnish at least five A. Description: NEMA ICS 2, Class A, full voltage, nonreversing, across the line, unless O specified in UL 486A and UL 4868. of each type. otherwise indicated. ' 3.4 FIELD QUALITY CONTROL 2. Plastic Diffusers and Lenses: 1 for every 100 of each type and rating installed. B. Control Circuit: obtained from integral control power transformer with a control power - ( 4 A. Prepare for acceptance tests as follows: Furnish at least two of each type. transformer of sufficient capacity to operate connected pilot, indicating and control Q 1. Test insulation resistance for each panelboard bus, component, connecting supply, PART 2 - PRODUCTS devices, plus 100 percent spare capacity if applied at other than 208/120V. N feeder, and control circuit. 2.1 MANUFACTURERS C. Combination Controller Factory-assembled combination controller and disconnect -- 2. Test continuity of each circuit. A. Available Products: Subject to compliance with requirements, products that may be switch. 3.5 ADJUSTING incorporated into the Work include, but are not limited to, the products indicated in the 1. Fusible Disconnecting Means: NEMA KS 1, heavy-duty, fusible switch with N A. Set field-adjustable switches and circuit-breaker trip ranges. Interior Lighting Fixture Schedule on the drawings. rejection- type fuse clips rated for fuses. Select and size fuses to provide Type 2 � M 3.6 CLEANING 2.2 FIXTURES AND FIXTURE COMPONENTS, GENERAL protection according to IEC 947-4-1, as certified by a nationally recognized testing `-'v A. On completion of installation, inspect interior and exterior of panelboards. Remove A. Sheet Metal Components: Steel, unless otherwise indicated. Form and support to laboratory. Q paint splatters and other spots. Vacuum dirt and debris; do not use compressed air to prevent warping and sagging. 2. Circuit-Breaker Disconnecting Means: NEW AS 1, motor-circuit protector with -. ---- assist in cleaning, Repair exposed surfaces to match original finish. B. Doors, Frames, and Other Internal Access: Smooth operating, free from light leakage field-adjustable, short-circuit trip coordinated with motor locked-rotor amperes. „J END OF SECTION under operating conditions, and arranged to permit relampinq without use of tools. D. Overload Relay: Ambient-compensated type with inverse-time-current characteristic SECTION 16461 - DRY-TYPE TRANSFORMERS C. Reflecting Surfaces: Minimum reflectance as follows, unless otherwise indicated: and NEW ICS 2, Class 10 tripping characteristic. Provide with heaters or sensors in - 1. White Surfaces: 85 percent. each phase matched to nameplate full-load current of specific motor to which they (1000 V AND LESS) 2. Specular Surfaces: 83 percent. connect and with appropriate adjustment for duty cycle or provide solid state overload H 3. Diffusing Specular Surfaces: 75 percent. units.. DRAWN BY: PART 1 - GENERAL 4. Laminated Silver Metallized Film: 90 percent. 2.3 ENCLOSURES 1.1 RELATED DOCUMENTS D. Lenses, Diffusers, Covers, and Globes: 100 percent virgin acrylic plastic or annealed A. Description: Flush- or surface-mounted cabinets as indicated. NEMA 250, Type 1, Q-EO BY: A. Drawings and general provisions of the Contract, including General and Supplementary crystal glass, unless otherwise indicated. unless otherwise indicated to comply with environmental conditions at installed location. CO Conditions apply to this Section. 2.3 FLUORESCENT LAMP BALLASTS 1, Outdoor Locations: NEW 250, Type 3R, ARCH. PROJECT NO.: 1,2 SUMMARY A. General Requirements: Unless otherwise indicated, features include the following: 2. Kitchen Areas: NEW 250, Type 4X, stainless steel. A. This Section includes dry-type distribution and specialty transformers rated 1000 V 1. Designed for type and quantity of lamps indicated at full light output. 3. Other Wet or Damp Indoor Locations: NEMA 250, Type 4. 2 and less. 2. Total Harmonic Distortion Rating: Less than 20 percent unless otherwise noted 2.4 FACTORY FINISHES �J BK/\wA' 0004 u) 1.3 SUBMITTALS 3. Sound Rating: A. A. Manufacturer's standard prime-coat finish ready for field painting. REFERENCE ONL j SHEET NAME: A. Product Data: Include data on features, components, ratings, and performance for B. Ballasts for Compact Lamps: Unless otherwise indicated, additional features include B. Finish: Manufacturer's standard paint applied to factory-assembled and -tested _ r,r�+q T T r , each type of transformer specified. Include dimensioned plans, sections, and elevation the following: enclosed controllers before shipping. v views. 1. Type: Electronic PART 3 - EXECUTION NOT ��{)�`�.' Z B. Maintenance Data: Far transformers to include in the maintenance manuals specified 2. Power Factor. 90 percent, minimum. 3.1 EXAMINATION W in Division 1. 3. Operating Frequency: 20 kHz or higher. A. Examine surfaces to receive enclosed controllers for compliance with requirements, SPECIFICATIONS r� C. Certificate of Compliance from the transformer manufacturer that products meet the 4. Flicker. Less than 5 percent. installation tolerances, and other conditions affecting performance. L AS E I E N G I N E E R I N G I 2aseengirneeriing.icnormd.osui6fe02.287r..000 ,f A6Z0825.0827, .20600 DF1-: JN SHEET NUMBER; Q THESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE PROPERTY OF ASO IJOB NO: DSN: JN ENGINEERING, - INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPOSE OTHER THAN ORKgNAI,LY INTENDED WITHOUT THE EXPRESSED WRITTEN CHK: O$ CONSENT AND PERMISSION OF THE ENGINEER AND ASO ENGINEERING, INC. 201880 E0.3 E-- Z MB INE 7 GENERAL NOTESPm I 1 I • II DESIGN A. E.C. SHALL COORDINATE THE EXACT EXIT SIGN LOCATION/PLACEMENT WITH THE FIELD '' - ,� �� _ BUILDING INSPECTOR PRIOR TO ROUGH INSPECTION APPROVAL. Arch i t e c t u r a i dr' B. PER 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE DAYLIGHT ZONES HAVE EITHER Solutions G r o u p °/ A A INDIVIDUAL LIGHTING CONTROLS INDEPENDENT FROM THAT OF THE GENERAL AREA LIGHTING ;71111;i17,./ a t1-1T1-10 THAT ARE EITHER MANUAL OR AUTOMATIC AND SERVE ZONES <=2500 SQUARE FEET. T1 f ZONES UNDER SKYLIGHTS MORE THAN 15 FEET FROM THE PERIMETER HAVE LIGHTING 38 I CUTTE P/1WC CONTROLS SEPARATE FROM DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION. SUITE 310 '� A. OC. PER 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE AUTOMATIC DAYLIGHT ZONE IRVINS.CA 92614 /�.' / I BZIAI\ i,. � UIIder COPY/WORKAREA EM ROOM _ CONTROLS SHALL BE INSTALLED AND CAPABLE OF REDUCING POWER TO <35 PERCENT CorJorrnin ' — — AREA I1_1 A USING CONTINUOUS DIMMING BALLASTS AND DAYLIGHT-SENSING CONTROLS OR, ARE /9491 430.7051 '� C CC —AT1-'I CAPABLE OF AUTOMATIC POWER REDUCTION USING STEP-DIMMING MULTI LEVEL SWITCHINGjeclanninSprnoalncoarn / 0 T1-3 EM T]-3 _ EM AND DAYLIGHT-SENSING CONTROLS. T1-3 • T1- D. PER 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE OCCUPANCY SENSORS SHALL JEFFLEDE�AAN•ARCHITECT — — k�` BE REQUIRED IN THE FOLLOWING SPACES AND AUTOMATICALLY TURN LIGHTING OFF WITHIN SEAL: A I II 030 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE: CLASSROOMS / 1 --1-1 O O T1-I i --[ 5 } 1) CONFERENCE/MEETING/TRAINING ROOMS, EMPLOYEE LUNCH AND BREAK ROOMS, PRIVATE �/{ / OFFICES, STORAGE/JANITORIAL ROOMS, RESTROOMS, AND OTHER SPACES <=300 SQUARE ' I FEET. AUTOMATIC-ON SENSORS SET POWER ON <50 PERCENT POWER. , I 4 I RECEPTION 0 E. ALL TIME SWITCHES CONTROLLING EXTERIOR LIGHTING SHALL BE CAPABLE OF RETAINING �rJ* r `` OFFICE I / '.,. t X3 \\ — PROGRAMMING AND THE TIME SETTING DURING LOSS OF POWER FOR A PERIOD OF AT �`/�i � �,•%►4 •. A A LEAST 10 HOURS. ��,-y4 T1 EM \��\\ Q T1-7 Q Ti-7 EM 7 F. REFER TO ARCHITECTURAL REFLECTED CEIUNG PLANS FOR ALL FIXTURE LOCATIONS. jj9 8978OPE 1' \\ C C C \� — T A A • Ti-5 G. ALL SURFACE MOUNTED CONDUIT SHALL BE ROUTED PERPENDICULAR AND PARALLEL TO 'TEM ` • T1-3 O T1-3 T1_3 1-1 T1-1 _ BEAMS AND COLUMNS. ALL CONDUIT ROUTING SHALL BE COORDINATED WITH THE PROJECT �\ m , — — 0 I OFFICE 1 i % MANAGER OR ARCHITECT PRIOR TO ROUGH-IN. PAINT ALL EXPOSED CONDUIT, BOXES AND y OREGON ry /� 3330 SF �� , , FITTINGS AS REQUIRED BY ARCHITECT. [� ��30,20`I' O � "/ • FICE 4 , , �� I X3 �� H. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR FOR PLACEMENT 15;f5, c,‘• SARM\� f�' -• r , I , OF FIXTURES PRIOR TO ROUGH-IN TO AVOID CONFLICT. // �� ,•I ! T1-5 Date Signed:09/09/20 i i// A r I EM •X3 � 0 /!/ - -, o 0T1-, EM LIGHTING KEYED NOTES 0 CONSULTANT: A A TI-7 9 S T1-1 # T1-5 �� rep. .:'// A 0 0 ® I.---- ' -�:' 1-1 IM .,.._ ®X1 - T C — C C - 4� L EM 1 I 1 - RUN ADDITIONAL HOT TO FIXTURE, SO FIXTURE MAINTAINS EM T1-3 T1-3 T1-3 4 I OFFICE 1. 'EM' EMERGENCY LIGHT FIXTURE, T1-3 T1-3 OFFICE >• 1 POWER TO BATTERY. FIXTURE SHALL OPERATE WHILE BUILDING IS OCCUPIED OR IN AN — _ r A A-- EMERGENCY SITUATION. (TYPICAL). OFfI�E i1-1 O O T1-1' 2. COORDINATE MOUNTING HEIGHT OF FIXTURES WITH ARCHITECTURAL PLAN PRIOR TO A INSTALLATION ROUGH-IN. (TYPICAL). T1-1 A O 0 T1_1 0 T1-7 I I I I I 3. DAY-UGHT HARVESTING AREA. AREAS WITH TOTAL LIGHTING POWER LESS THAN 150 WATTS r. I PER IECC C405.2.3 REQUIRE NON-AUTOMATIC CONTROL. NEW 1_1 QL—... OFFI1 T1-3 PANEL T1� EM Ip4 ± 0 Lac 4. PROVIDE LINE VOLTAGE ONE BUTTON WALL MOUNTED OCCUPANCY SENSOR PER 2019 A OREGON ZERO ENERGY READY COMMERCIAL CODE REQUIREMENT. ,1'47 -A A i _ AQ 0T1-1 — C — C C C — C T' 5. PROVIDE CEILING MOUNTED OCCUPANCY SENSOR PER 2019 OREGON ZERO ENERGY READY 011-3 O T1-3 00 T1 O T1-3 EM ® �` 0 T1- TM_ 1-� AT ANCOMME ACCESSIBLE LOCATION TO CONTROL RCIAL CODE REQUIREMENT. ADDITIONALLY, ALL LIGHTING INF ROOM. ALL MOTION) ROOM LIGHTING POWER SENSORS K T1-3 T1-3 xi AND OVERRIDE SWITCHES ARE TO BE CONNECTED THROUGH POWER PACK. SENSOR TO BE — — TYP. — — EM LI - T1-3 OS .�► i�M , _ © COMPATIBLE WITH OVERRIDE SWITCH AND LIGHT CONTROL POWER PACK. / X41-� / 6. PROVIDE PHOTODIODE FOR DAYLIGHT HARVESTING FOR LIGHTS WHICH LAND IN THE DAYLIGHT EM ►� •B 4. 04:141 — ZONE IN FRONT OF WINDOWS. DAYLIGHT SENSOR WILL OPERATE THE LIGHTS INDEPENDENT FUTURE LEASABLE AREA I •Ti-7 Ti-7 ► FROM THE OTHER LIGHTS AND DIM FIXTURES WITHIN AREA DURING DAYLIGHT. FIXTURES IN /11-7 D Di AREA SHALL BE DIMMABLE (0-10 VOLT DIMMING) PER 2019 OREGON ZERO ENERGY READY H 7475 SF± / 7Q •T1-71146 COMMERCIAL CODE REQUIREMENT. Z T1- / n— ,c W 0 �T1-7© 7. PROVIDE LINE VOLTAGE 1-BUTTON SWITCH. BUTTON TO CONTROL LIGHT IN DAYLIGHT AREA � " T1-7 O T1-r • 1-/ WITHIN THE DAYLIGHT HARVESTING AREA. FIXTURES IN AREA SHALL BE DIMMABLE (0-10 Zu >C C — C — C —• OS OS 0 — VOLT DIMMING). I X t5 Z O T1-3 O T1-3 O T1--3 O T1-3 O T1-3 T1-7 COPY/WO AREA ® , . 0 8. PROVIDE LINE VOLTAGE OVERRIDE SWITCH PER 2019 OREGON ZERO ENERGY READY i 0C COMMERCIAL CODE REQUIREMENT. SWITCH TO BE COMPATIBLE WITH CEILING SENSOR AND Z — — — — — E —it---- - LIGHTING CONTROL POWER PACK.O T -7 OPEN 0 FILE i 9. PROVIDE ONE BUTTON SWITCH FOR LIGHT FIXTURE IN DAYLIGHT ZONE. ICOZS Tom' A A A I ,C 10. PROVIDE MOTOR RATED SWITCH FOR EXHAUST FAN. O T1-7 O T1-7 • T1_ /• 1 11. ALL INDIVIDUAL LIGHT FIXTURES (TYPE 'C') IN THE WAREHOUSE AREA SHALL HAVE INTEGRAL OCCUPANCY SENSOR SWITCH FOR CONTROL. he T1-3 i EM T1-3 T1-3 © T1-3 nP k 1—' T1-3 O 0 • TYP. 1 - O • EM T1- `O T1-I O T1-r • Ti- ■� r 1r ./ TYP. ..... CL ^- I ZZ Ni I —I I I- i _T I III I I I I LIR W NI LIGHTING PLAN - TENANT 1 LUMINAIRE SCHEDULE 4i$ 1/8".,,_0- oil ce MANUFACTURER VOLTAGE/ MOUNTING AND 0 MARK MODEL NUMBER INPUT WATTS LAMP TYPE HEIGHT REMARKS TOPAZ LIGHTING 2X4 LED LIGHT FIXTURE, WITH 90-MINUTE A® Q A F-L24-50W-835-D-75-BEL5/120-277V 120V/50W LED LAY-IN BATTERY BACK-UP WHERE INDICATED 'EM' ■■1i� RECESSED LED UGHT FIXTURE, WITHICC C) U THONIA LIGHTING 90-MINUTE BATTERY BACK-UP WHERE Lrl B 6JBK-RD-30K-9OCRI-MW 120V/10.9W LED RECESSED INDICATED 'EM' A _ 4' LED UGHT FIXTURE, WITH 90-MINUTE0 _ (4CE1.; C ZLT1 D N 48-L48 -FST-MVOLT-40K-90CRI-E15WLCP-WH-LBOZU-LBPZU 120V/59W LED PENDANT BATTERYNG BACK-UP WHERE INDICATEDWERI 'ICA WITH INTERNAL PHOTOCELL WHERE INDICATED 'PC' LITHONIA LIGHTING REV DATE DESCRIPTION D FMViCCL-241N-MVOLT-90CRI-BN-M6 120V/27W LED SURFACE VANITY LED LIGHT FIXTURE IAGEPC19.111111K EMERGENCY EXIT LED UGHT FIXTURE, WITH -- LITHONIA LIGHTING 90-MINUTE BATTERY BACK-UP WHERE X1 EDG-1-R 1 20V/2.5W LED UNIVERSAL INDICATED 'EM' 1111111 GENCY EXIT LED UGHT EXHAUST FAN SCHEDULE ® • LITHONiA LIGHTING 9p 90-MINUTE BATTERY BACK-UP WHERE WITH 1111111v X2 EDGR-1-R 1 20V/3.8W LED UNIVERSAL INDICATED 'EM' = ---- MANUF.1 E.S.P. WATT S/ OPER. EMERGENCY LED LIGHT FIXTURE, WITH C) MARK TYPE CFM FAN RPM VOLT/0 B.Q.D. DRIVE REMARKS LITHONIA LIGHTING 90-MINUTE BATTERY BACK-UP WHERE 1111111 (N MODEL # IWG HP WT. X3 AFF-DEL-DDBTXD-UVOLT-LTP-SDRT-WT-CW 1 20V/8.57W LED SURFACE INDICATED 'EM' O EMERGENCY LED UGHT FIXTURE, WITH _ N GREENHECK LITHONIA LIGHTING 90-MINUTE BATTERY BACK-UP WHERE " s 1-4 CEILING 100 .25 53 W 1100 115/1 YES DIRECT 20 LBS. INTERLOCK WITH LIGHT SWITCH I CF SP-A125 X4 ELM2L 12OV,/1.34W LED SURFACE IND ' TOT— ,al EIS W1 �R r N 1. THE LUMINAIRE SCHEDULE INDICATES GENERAL DESCRIPTION OF LUMINAIRE AND MANUFACTURERS CATALOG NUMBERS IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE DO CORRECT CEILING CONFIGURATION AND PROVIDE THE LUMINARIES WITH ALL NECESSARY TRIMS AND MOUNTING HARDWARE SO THAT BOTH THE CEILING SYSTEM AND THE LUMINARIE CONSTRUCTION MATCHES. --- �- J 2. IT SHALL BE CONTRACTORS RESPONSIBILITY TO VERIFY EXACT LOCATION OF ALL LUMINAIRES AND TYPE OF CEILINGS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND ELEVATIONS PRIOR _ Q TO ANY WORK. I- 3. A JUNCTION BOX MUST BE PROVIDED WITH ALL EXIT SIGNS CONNECTED TO MORE THAN ONE SET OF CONDUCTORS UNLESS THE EXIT SIGN IS FURNISHED WITH AN APPROVED OUTLET BOX DRAWN BY: I— FOR THROUGH WIRING. CHECKED ECBY: C 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATE THE FINAL LOCATION OF LUMINAIRES IN MECHANICAL, ELECTRICAL AND OTHER EQUIPMENT ROOMS WHERE CONDUITS, DUCT CO WORK, PIPING, ETC., ARE PRESENT TO AVOID CONFLICT AND ENABLE PROPER ILLUMINATION DISTRIBUTION. ARCH. PROJECT�� NO.:// � 5. NO SUBSTITUTIONS SHALL BE APPROVED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT, ENGINEER OR THE CITY. SUBMITTALS SHALL INCLUDE LAMP/BALLAST COMBINATION AND LISTED BKM20VVT U} INPUT WATTS TO BE EQUAL OR LESS THAN INDICATED ON SCHEDULE. IF FACTORY INPUT WATTS ARE NOT INCLUDED SUBMITTALS WILL BE REJECTED. SHEET NAME: U 6. FOR DIMMED EMERGENCY FIXTURES PROVIDE UL924 SHUNT RELAY DEVICE WHEN NOT PROVIDED INTEGRALLY WITH FIXTURE. 7. EMERGENCY BATTERY PACKS AND LIGHTING FIXTURE COMBINATIONS (FIXTURE AND BATTERY PACK) SHALL BE RECOGNIZED BY A U.S. NATIONALLY RECOGNIZED LISTING AGENCY PER NEC LIGHTING w 110-3(B). (NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL) SUCH AS UL, FM, ETL, CSA, ETC.) PLAN - TENANT 1 Q AS E E N G 1 N E E R I N G, 241 D. royal palm rd. suite A, phoenix, AZ 85021 DF. J N J aseien ineerin com os 602.287.0300 f 602.287.0600 SHEET NUMBER: Q THESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE JOB NO: DSN: JN PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPOSE OTHER THAN ORIGINALLY CHK: CS INTENDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC. 201880 E1 . 1 Z GENERAL NOTES 1 , n 17 I -_I-_ 1 I I i I I I I I I I I I f 1 _, 1 j i OFFICE A. COORDINATE E EX EXIT INSPECTIONIGNLAIREMENT WITH THE FIELD DES ESI G _ , . N , . o A2-1 A OA IA A _1 C BUILDING INSPECTORPRIORTROUGH APPOVAL. Architectural T2-1 1 T12-1 T2-1 0 0 T2-1 C EM C C 1. B. PER 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE DAYLIGHT ZONES HAVE EITHER Solutions Group T2-3 T2--3 T2-3 T2-3 OFFICE OFFICE OFFICE11 OFFICE INDIVIDUAL LIGHTING CONTROLS INDEPENDENT FROM THAT OF THE GENERAL AREA LIGHTING A A A A ~0 I l'-'-0-1I-O I �� I THAT ARE EITHER MANUAL OR AUTOMATIC AND SERVE ZONES <=2,500 SQUARE FEET. ARK O T2-1 O T2-1_ O 112-1 O T2-1 r i ZONES UNDER SKYLIGHTS MORE THAN 15 FEET FROM THE PERIMETER HAVE LIGHTING 38 DECUTBiE P CONTROLS SEPARATE FROM DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION. SUITE 310 ttra3 c4).__ - x$00 L 00 - A- A C. PER 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE AUTOMATIC DAYLIGHT ZONE KNNE.CA92614 A ¢ 2 O O T2-1 CONTROLS SHALL BE INSTALLED AND CAPABLE OF REDUCING POWER TO <35 PERCENT Can= ill oro 4 A A _.__ �� Tri �� A 1(S I USING CONTINUOUS DIMMING BALLASTS AND DAYLIGHT-SENSING CONTROLS OR, ARE 4367051 12-1 12-1 12-1 T2-1 ' I f-Lr, .. 1 E�;��.�,,i r: f.,l-_;�:, ;_ CAPABLE OF AUTOMATIC POWER REDUCTION USING STEP-DIMMING MULTI LEVEL SWITCHING 0 0 • 0 I- ) 1 .... AND DAYLIGHT-SENSING CONTROLS. ! I L. D. PER 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE OCCUPANCY SENSORS SHALL JEFF LMAIV.ARCHITECT 4 OFFICE 2 COPY/WORKAREA BE REQUIRED IN THE FOLLOWING SPACES AND AUTOMATICALLY TURN LIGHTING OFF WITHIN SEAL: A A A A 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE: CLASSROOMS r2-1 2960SF± r2-1 '� T2-1 12-1 T2-1C C CONFERENCE/MEETING/TRAINING ROOMS, EMPLOYEE LUNCH AND BREAK ROOMS, PRIVATE • 0 0 1 O 0 EM C EM C r OFFICES, STORAGE/JANITORIAL ROOMS, RESTROOMS, AND OTHER SPACES <=300 SQUARE _ _. T2-3 72-3 T2-3 T2-3 FEET. AUTOMATIC-ON SENSORS SET POWER ON <50 PERCENT POWER. , A (ry l A OS , I • I-0 i I -I I-0 I E. ALL TIME SWITCHES CONTROLLING EXTERIOR LIGHTING SHALL BE CAPABLE OF RETAINING00„ ,io! j'-�'` A EM I A PROGRAMMING AND THE TIME SETTING DURING LOSS OF POWER FOR A PERIOD OF AT +` ,' ,,./ f2-1 -0 T2-1 r2-1 �M A X1 T2-3 O©0 LEAST 10 HOURS. +♦lr-y1 '�� 4:"'"/.•+4 O I O 12-1 T2-1 NEW T2-3M LPANEL T2 P. TYP. TYP. F. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ALL FIXTURE LOCATIONS. 89780PE 1773,. I • 5 ) o ® , 4,a OR � G. ALL SURFACE MDUNTED CONDUIT SHALL BE RDUTED PERPENDICULAR AND PARALLEL TO F. LT2-5 BEAMS AND COLUMNS. ALL CONDUIT ROUTING SHALL BE COORDINATED WITH THE PROJECT OREGON fNl 10 , mer-+C } -� TYP. 14 I T2-1 _ X1MANAGER OR ARCHITECT PRIOR TO ROUGH-IN. PAINT ALL EXPOSED CONDUIT, BOXES AND ,� ry`�� r2-1 • �` O A Al O, EM FITTINGS AS REQUIRED BY ARCHITECT. [> it, (1, ,k, CO O A A T -1 - _ - -12-1 - T2-11J - T2-3 H. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR FOR PLACEMENT `/% SARK . RECE�'IONAlai 0_ T2-1 T2-1 I ® OF FIXTURES PRIOR TO ROUGH-IN TO AVOID CONFLICT. 7' / '•� 1 O O x3E1� 1 Date Signed:09/09/20 I —_,I I I G T2-5 BREA C I C EM �� II L_ T2-3 T2-3 LIGHTING KEYED NOTES 0 CI . AREA , 4 I Io I H.H . CONSULTANT: TYP. -1111 / r2 r2-1 12-1 I 1 1. 'EM' EMERGENCY LIGHT FIXTURE, RUN ADDITIONAL HOT TO FIXTURE, SO FIXTURE MAINTAINS O 1 IT • 0 POWER TO BATTERY. FIXTURE SHALL OPERATE WHILE BUILDING IS OCCUPIED OR IN AN �------EXISTING I EMERGENCY SITUATION. (TYPICAL). ) I I RESTROOMS / / I I TO REMAIN 2. COORDINATE MOUNTING HEIGHT bF FIXTURES WITH ARCHITECTURAL PLAN PRIOR TO 11 TYP. - INSTALLATION ROUGH-IN. {TYPICAL}. - - - - - - - - - I I I I I I I I I I I I I I I lI- L--- : H3. DAY-LIGHT HARVESTING AREA. AREAS WITH TOTAL LIGHTING POWER LESS THAN 150 WATTS PER IECC C405.2.3 REQUIRE NON-AUTOMATIC CONTROL. 4. PROVIDE LINE VOLTAGE ONE BUTTON WALL MOUNTED OCCUPANCY SENSOR PER 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE REQUIREMENT. 5. PROVIDE CEILING MOUNTED OCCUPANCY SENSOR PER 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE REQUIREMENT. ADDITIONALLY, PROVIDE (1) ROOM LIGHTING POWER PACK AT AN ACCESSIBLE LOCATION TO CONTROL ALL LIGHTING IN ROOM. ALL MOTION SENSORS AND OVERRIDE SWITCHES ARE TO BE CONNECTED THROUGH POWER PACK. SENSOR TO BE COMPATIBLE WITH OVERRIDE SWITCH AND LIGHT CONTROL POWER PACK. LIGHTINGPLAN - TENANT 2 6. PROVIDE LINE VOLTAGE 2-BUTTON SWITCH. (1) BUTTON TO CONTROL LIGHT IN DAYLIGHT AREA AND (1) BUTTON FOR THE OTHER LIGHTING IN THE ROOM THAT IS NOT WITHIN THE 4 1/8"=1' 'r-0 DAYLIGHT HARVESTING AREA. I- 7. PROVIDE LINE VOLTAGE OVERRIDE SWITCH PER 2019 OREGON ZERO ENERGY READY I 111 1 COMMERCIAL CODE REQUIREMENT. SWITCH TO BE COMPATIBLE WITH CEILING SENSOR AND W LIGHTING CONTROL POWER PACK. 8. PROVIDE ONE BUTTON SWITCH FOR LIGHT FIXTURE IN DAYLIGHT ZONE. 19 W } z 9. PROVIDE LINE VOLTAGE 1-BUTTON SWITCH. BUTTON TO CONTROL LIGHT IN DAYLIGHT AREA 41CQ ' ' ' WITHIN THE DAYLIGHT HARVESTING AREA. FIXTURES IN AREA SHALL BE DIMMABLE (0-10 ' a. ____T - - - - - - - - - - / / :- I VOLT DI�AMING). / A,a 'A I A I I C 10. ALL INDIVIDUAL LIGHT FIXTURES (TYPE 'C') IN THE WAREHOUSE AREA SHALL HAVE INTEGRAL Ca 41 U T3 A 13-1 T3-1 EM C OCCUPANCY SENSOR SWITCH FOR CONTROL. / • EM ® O O I T3-3 T3-3 / T3-1 �� O I /I / 1 -./ BREAK / 3I - I AREA o - - - - - - _ _ - - - - - 4, -EXISTING A $ I � A A A A RESTROOMS 8 O T3-1 • 4. EM , 0 T3-1 O T3-1 TO REMAIN OFFIC �� E �/ T3-1 A A A A 1C 13-1 O 0 T3�1 4 O 73-1 • EM T3-1 -NEW r W PANEL T3 ( ' __ 7 TYP. EM �/ �� C T`1 OR 73-1 C 2 '"`�� EM C C C T3-3 T3-3 T3-3 13-3 a.OFFICEE ® T3-3 I I I--O I F-O I HO 1z Z M 7 A A 0N 3-1 0 O 1-3i:.1,"0 T3-10 T3-1 w N 8 I FUTURE LEASABLE AREA 3 Ch / I 4210SFt OD al ti i $ �\ I XZ Ce -- O'FIC E 3 TYP. 0 RECEPTION Ci 2440 SF± � X31 T3Cie tz)- • b A A A C 0 0 T3-5` / EM T3 1 EM T3-1 C C C EM L T3-5 O T3-3 T3-3 T3-3 T3-3 -1 r3-1 HO I HOLTl TYP. TYP. (121 /1 00 .:i. ip 0%II 6, I u— P �^ EM EM v� / 1.3-2313-5/ REV DATE DESCRIPTION —A A A A OW2 20 NUT L 13-1 O 0 EM-1 0 T3-1 0 T3-1 LI TYP. �------ C C Ga D J EM C EM PC1111 A A A -A T3-3 T3-3 T3-3 73-3 13-1 0 0 T3-1 O T3-1 • EM 1--111---1 ~0 + 1-110---1F-0 MN N T3-1 _ 0 C DNF. C\I ROOM N II I I I I III I -----1 mu co LIGHTING PLAN - TENANT 3 _, 1/8" 1 ,-0" H DRAWN SY: CHECKED BY: 2 ARCH.PROJECT NO.: co D BK1v120004 co REFERENCE ONLY SHEET NAME: >- NOT APPROVED WITH THIS PERMIT 0 LIGHTING w PLAN - TENANT 2/3 SPro 2410 w, royal alm rd. suite A, pphoenix, AZ 85021 ASE 1 E N G I N E E R I N G aseiengineeri palm as 602.287.0300 f 602.287.0600 DFT: JN SHEET NUMBER: J THESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS. CONCEPTS, AND DATA THAT ARE THE SOLE JOB NO: DSN: JN PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPOSE OTHER THAN ORIGINALLY INTENDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING. INC. 201 880 E 1 .201-IK: CS ~ Z j ' - 1 1 1 O TYP. GENERAL NOTESPi fi. I 0 NEW � — /,EF' O i _ PANEL T4 _- DES I G N 1I T4-1 . • T4- EF ASHALL COORDINATE THE XEXIT SIGN LOCATION/PLACEMENT I EMENT WITH THE FIELD . . � IM LT BUILDING NSPECORPRIORTOROUGH NSPECTIONAAPPROVAL. Architectural -3 T4-3 ^ 4 ROOMC A i Afol. EM B. PER 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE DAYLIGHT ZONES HAVE EITHER Solutions Group i� • • T4-3 0 O T4-10 14 X4 04-1 A A ------ S � T4-1 INDIVIDUAL LIGHTING CONTROLS INDEPENDENT FROM THAT OF THE GENERAL AREA LIGHTING " OFFICE -D T4-1 I T4-1 I T4-1 41 THAT ARE EITHER MANUAL OR AUTOMATIC AND SERVE ZONES <=2,500 SQUARE FEET. _ f4-3 74-3 rQ EM EM • 14-1 0 ® 0 • ZONES UNDER SKYLIGHTS MORE THAN 15 FEET FROM THE PERIMETER HAVE LIGHTING 38 DANE PARK O0 ° -L os • T4-1 14-1 .,,5 CONTROLS SEPARATE FROM DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION. SUITE 310 UTI J D _ 0C. PER 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE AUTOMATIC DAYLIGHT ZONE'CA 92614 �;4T' A +— 3)c 3} _ CONTROLS SHALL BE INSTALLED AND CAPABLE OF REDUCING POWER TO <35 PERCENT CdOctlel Amon J USING CONTINUOUS DIMMING BALLASTS AND DAYLIGHT-SENSING CONTROLS OR, ARE 1______061 0 EM -- A A I =M A I A CAPABLE OF AUTOMATIC POWER REDUCTION USING STEP-DIMMING MULTI LEVEL SWITCHING T4-3 T4-1 f4-1 T4--1 4-1 T4-1 T _ AND DAYLIGHT SENSING CONTROLS. • 0 JEFF —/I 7 0 0 • 0 - TRAINING D. PER 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE OCCUPANCY SENSORS SHALL �. T ! �' ROOM BE REQUIRED IN THE FOLLOWING SPACES AND AUTOMATICALLY TURN LIGHTING OFF WITHIN SEAL A,a 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE: CLASSROOMS �� f4f3 �� 4-3 A •- I EXISTING CONFERENCE/MEETING/TRAINING ROOMS, EMPLOYEE LUNCH AND BREAK ROOMS, PRIVATE �� .M A q TRAINING OFFICES, STORAGE/JANITORIAL ROOMS, RESTROOMS, AND OTHER SPACES <=300 SQUARE _ ..6/ 0 I T4-3 T 3 14-1 T4-1 T4-1 4-1 ROOM TO FEET. AUTOMATIC-ON SENSORS SET POWER ON <50 PERCENT POWER. , J • �, 2 REMAIN E. ALL TIME SWITCHES CONTROLLING EXTERIOR LIGHTING SHALL BE CAPABLE OF RETAINING . *j'-�` -, • +79 ° ° ° ° PROGRAMMING AND THE TIME SETTING DURING LOSS OF POWER FOR A PERIOD OF AT ' �, t,,/ .�4 I • - - 4:1i /"b F a 3 _ T4-3 TYP, LEAST 10 HOURS. _4� _ • aV OFFICE 4 - F. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ALL FIXTURE LOCATIONS. 89780PE A A m_ W T4 5 G. ALL SURFACE MOUNTED CONDUIT SHALL BE ROUTED PERPENDICULAR AND PARALLEL TO O / /' I T4-3 4_1 6160 SFt T4-t 41 T4-1 I I _ BEAMS AND COLUMNS. ALL CONDUIT ROUTING SHALL BE COORDINATED WITH THE PROJECT OREGON f 3 4-3 00 0 • 01 A/ ; FMANAGER ITTINGS OR ARCHITECTREDB YRARCH O ROUGH-IN. PAINT ALL EXPOSED CONDUIT, BOXES AND ''4�e 20`try O BREAK I / ,S, 30, EM X2 / RECEPTIONI 0 . ��, EM H. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR FOR PLACEMENT �/'s(. Sp,R.4;7 T4-5 - 4- / A �A A', , '1 T4-5 OF FIXTURES PRIOR TO ROUGH-IN TO AVOID CONFLICT. Date Signed:09/09/20 7.," ,/72,44 '�"; T4-3 T4-3 T4-i f4-1 `_ T4-1 14-1 T4-, 11 -f 0 0 • 0 ° 0 LIGHTING KEYED NOTES A CONSULTANT: /Ar3 .M — '" J T4-3A fl - a M p T� q, 1. 'EM' EMERGENCY LIGHT FIXTURE, RUN ADDITIONAL HOT TO FIXTURE, SO FIXTURE MAINTAINS I. . ___ �� • rl POWER TO BATTERY. FIXTURE SHALL OPERATE WHILE BUILDING IS OCCUPIED OR IN AN 1��/!1 14-3 T4-1 14-1 4--1 T4-1 T4 1 EMERGENCY SITUATION. (TYPICAL). r(Zp_ 0I ) 0 ° _I • I ° 2. COORDINATE MOUNTING HEIGHT OF FIXTURES WITH ARCHITECTURAL PLAN PRIOR TO L'` INSTALLATION ROUGH—IN. (TYPICAL). OS I A h-s_ 5 +, �— - A,b 3. PROVIDE LINE VOLTAGE ONE BUTTON WALL MOUNTED OCCUPANCY SENSOR PER 2019 T4-3 T4-3 T4-3 — EM A,bA,bR,, OREGON ZERO 1 NERGY READY COMMERCIAL CODE REQUIREMENT. Q I _ p4-3 0 / r4- _ 1.111 r4 1 �4 —T f 4. PROVIDE CEILING MOUNTED OCCUPANCY SENSOR PER 2019 OREGON ZERO ENERGY READY CONF: IOFFICEOFFICE �, • _ • COMMERCIAL CODE REQUIREMENT. ADDITIONALLY, PROVIDE (1) ROOM LIGHTING POWER PACK ROOM O J O 0 I ,I , � AT AN ACCESSIBLE LOCATION TO CONTROL ALL LIGHTING IN ROOM. ALL MOTION SENSORS COMPAT BLEAND IDE WITHWITCHES OVERRIDE SWIE G H BEAND NNGHTED CONTROLGH POWPOWER R EPACKCK. SENSOR TO BE 14-3J • A p / h.!0_1______ d-; rd-3 A - , C5. PROVIDE PHOTODIODE FOR DAYLIGHT HARVESTING FOR LIGHTS WHICH LAND IN THE DAYLIGHT v - �I —ter— I U I ///// + EIOA LIGHTS INDEPENDENT '" ZONE 1N FRONT OF WINDOWS. DAYLIGHT SENSOR WILL OPERATE THE I TYP, I I FROM THE OTHER LIGHTS AND DIM FIXTURES WITHIN AREA DURING DAYLIGHT. FIXTURES IN 1 Ii i AREA SHALL BE DIMMABLE (0-10 VOLT DIMMING) PER 2019 OREGON ZERO ENERGY READY 1 I O i I COMMERCIAL CODE REQUIREMENT. I L-- _ -IZ I >_ L 1 6. PROVIDE LINE VOLTAGE OVERRIDE SWITCH FOR CEILING OCCUPANCY SENSORS PER 2019 IM I OREGON ZERO ENERGY READY COMMERCIAL CODE REQUIREMENT. SWITCH TO BE COMPATIBLE Z WITH CEIUNG SENSOR AND LIGHTING CONTROL POWER PACK. W LIGHTING PLAN - TENANT 4 7. PROVIDE LINE VOLTAGE 1-BUTTON SWITCH. BUTTON TO CONTROL LIGHT IN DAYLIGHT AREA W WITHIN THE DAYLIGHT HARVESTING AREA. FIXTURES IN AREA SHALL BE DIMMABLE (0-10 X >- VOLT DIMMING). 0 Z 40 1/8"=1 '-0" a i 8. PROVIDE MOTOR RATED SWITCH FOR EXHAUST FAN. 1111 I i 9. ALL INDIVIDUAL LIGHT FIXTURES (TYPE 'C') IN THE WAREHOUSE AREA SHALL HAVE INTEGRAL cri k- O OCCUPANCY SENSOR SWITCH FOR CONTROL. Se ete UJ yer, ° Z N �a � W, . ` NI ON. an ce0 0 Cid VI0 1 141( 0 6 N CD o pais '- 1..._ REV DATE DESCRIPTION ram ftwuc acus lrvi. O O ---- CV _ - N 00 O Q I— DRAWN BY: ~ CHECKED BY: CO ARCH. PROJECT NO.: BKM20004 u) REFERENCE ONLY SHEET NAME: >- NOT APPROVED WITH THIS PERMIT U LIGHTING w PLAN - TENANT 4 Q AS El E N G I N E E R I N G a24se10ewng.rinoearl ipnga.cmormd.asuit6e02A.287h.ox,1A $ b025.0 .0600 DFT: JN SHEET NUMBER: Q THESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE HE SOLE JOB NO: DSN: JN NTEND D WITHOUTPROPERTY OF I HHE,EXPRING, INC. THIS ESSED WRITTENICONSENTOAND PERMISSIONTION MAY NoT BE UOFDHERANY ENGINEERRAND ASEIiER THAN ENGINERNGI, INC. 201880 CHK: CS I— E1 .3 z MBii--- GENERAL NOTESPm 1 I A. COORDINATION OF OVERCURRENT PROTECTIVE DEVICES SHALL BE BY ELECTRICAL DESIGN_ u_ i ES ANDCONTGROND RACTOR AFAULT I DEVCESR OWN . CONTRACTOR XPENSE, USDHALL PROVIDE ING SETTINGS OCO RDNATIONF CIRCUIT RSTUDY ANDKERS, S SETA fC If0C tU f0 I T1-6 , T1-12 - ALL CIRCUIT PROTECTIVE DEVICE SETTINGS AS RECOMMENDED AT THE COMPLETION OF THE SoIUItonS Group T1-: 2" - 1-18 0 PROJECT./ Cl 38 D1ECUTNE P/1M( B. ROUTE ALL FEEDERS AND BRANCH CIRCUITS FOR ROOF TOP EQUIPMENT BELOW ROOF //5 T1-8 BREAK = r --- -- �' SUITE 310 , f: T- 8 DECK. IF INSTALLED UNDER METAL-CORRUGATED SHEET ROOF DECK, PROVIDE A MINIMUM / / ..r.� AREA T1-14-= =3 �"� � i OF 1.5" MEASURED FROM THE LOWEST SURFACE OF THE ROOF DECKING TO THE TOP OF PANE,CA 92614 , T1-27,29 I.� 1 _ ,',' 1 © THE CABLE, RACEWAY OR BOX, PER NEC 300.4(E) Cgrlo(949)R 0.7051 n ,',' 1�1 194917Q51 =�� .. `r C. IF GFCI RECEPTACLE IS NOT READILY ACCESSIBLE PER NEC 210.8, CONTRACTOR SHALL `,,' T1-10 ,I T1-16 h T1-18 CONF. INSTALL GFCI BREAKER IN LIEU OF GFCI RECEPTACLE. / % TYP 1-2QI�t COPY/WORK ROOM JEFF UEDE V,ARCHITECT U AREA I SEAL• T1-4 O / r.a • T1-21� OFFICEI POWER KEYED NOTES yT1-20 , \` RECEPTION 1. PROVIDE 120 mm SQ. X 54 mm DEEP (4-11/16" SQ. X 2-1/8" DEEP) J-BOX WITH 0*f'-��'' �`, T1-4 T1-20111 SNGLE-GANG MUD RING AND 21 mm (3/4") CONDUIT WITH PULLWIRE STUBBED 76 mm �� ' 4"/. + �� 1i1j 7 (3") INTO ACCESSIBLE CEILING FOR VOICE/DATA. 1��-yj �' �� , EXISTING SERVICE % ilii' � 89790PE�� / �� ENTRANCE SECTION 2. EXISTING FLUSH MULTI-SERVICE, FLOOR MOUNTED DUPLEX RECEPTACLE & DATA/PHONE ' \ T1-4 I� OFFICE 1 JACKS TO REMAIN AND SHALL BE TIED INTO NEW CIRCUIT T1-18. 'I �� T1-2 1 3330 SF± oREcoN r „' ,�� Ok =ICE u I / 3. 3 KW INSTA WATER HEATER, 208 V., 10. PROVIDE 30A/2P NON-FUSIBLE DISCONNECT. ' ,, i \�Tl-22 T1-32 i �/ COORDII�fATE WITH PLUMBING FOR EXACT REQUIREMENTS. [� �'�ie 30 X0`1' O • "� 4. TELEPHONE MOUNTING BOARD (TMB). PROVIDE 4'X8'X3 4" TYPE "X" PLYWOOD PAINTED TO ��'S(, RM�� •• T1-22111 �� ( ) / SA "� T1-32111 I I_ MATCH WALLS, PROVIDE #4 A.W.G. CU. GROUND PER NEC 800.100(8). ��i =pi J Date Signed:09/09/20 U �1• f „�� T1-2 ___ ,:' .= r OFFICE II CONSULTANT: __J Q &T1-24 �� T1- 4111 OFFICE T1-41 :ri.. =WA T1-30‘‘ Tl in Q-` HT1-2 T1-2 T1-4` 11-2 - •I ill OFFICE 111 T1-28 NEW f T1-26 PANEL T1 (,, T1-26 L.4 OFFICE I ...5 T1-32 U 1--K3 - T1-28�� ir8) I 1 I- stiffen ,1 ., 0 II) 71\___.,--'--- 11-35,371 I III I +42 +42" IOD . FUTURE LEASABLE AREA k GFtFCI H 7475 SF± T1-31,33 , y T - _ 1 ' T1-41-*---4 � '�1' -r�_1 l +42 GFCI !2-,---......,,,, + T1-34 W } T1-41-4 T1-36 0 Z COPYAVORKAREA 4 < 0 IWH [—�42' SemZ a 4 r1-3s E O:% - T1-2r r1-40 T1-42 , i T1-40 OPEN OFFICE NieCIG . 51 a . Ci. LLI I-� t.....Heir 4iT1-42 = TYP O Ti-2 a , F.E. W m 6T1-2 + �T1-2 ' T1-40 T1-42( r roil-42 Z z (-Ni rrrr _ Lll NI / POWER PLAN - TENANT 1 co ❑ N. 1/8".1 ,-0" isi0 „„.0 OC (A ❑ a 0 Lf1 imm ^ I- REV DATE DESCRIPTION O N O N - N REFERENCE ONLY 00 UNIT HEATER SCHEDULE w NOT APPROVED WITH I'H THIS PERMIT SIT O v OPER. Q MARK MANUFACTURER TYPE CFM FUEL KW FLA MOCP VOLT/PH WT. REMARKS I— MODEL# LBS. ~ DRAWN BY: FIRE ALARM NOTES: � 1-2 REGEBR MOUNTED UBM TTA915 ELECTRIC 15 - - 208/3 90 SEE NOTES #1, 2 BELOW SUBMITTAL. WILL BE ALL DEFERRED IA SUBMITTALS SHALL FRR HAVEDCHECKED BY: m NOTE: PRIOR APPROVAL OF BUILDING OFFICIAL. ANY DEVICES ARCH.PROJECT NO.: n 1. ALL UNIT HEATERS TO BE FURNISHED BY CONTRACTOR. CONTRACTOR SHALL INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. � � 2. PROVIDE OVERHEAD SUSPENSION PACKAGE, LOW-VOLTAGE T-STAT. SHOWN ON ELECTRICAL PLANS ARE FOR BID co PURPOSES ONLY AND NOT FOR CONSTRUCTION. FIRE ALARM CONTRACTOR IS TO PROVIDE COMPLETE SET SHEET NAME: 0 OF DRAWINGS AND SUBMIT TO CITY FOR REVIEW AND INSTANTANEOUS WATER HEATER SCHEDULE 'wH APPROVAL AS REQUIRED BY AHJ, PRIOR TO START z OF WORK. POWER W STOR. ELECTRICAL TEMP. RECOVERY PLAN - TENANT 1 Q MARK MANUFACTURER MODEL TYPE SERVICE INPUT EFF. REMARKS 2410 w. royal palm rd. suite A, phoenix, AZ 85021 CAP. VOLTS PHASE HZ RISE G.P.M. AS E I E N G I N E E R I N G aseiengineenng.com o 602.287.0300 f 602.287.0600 DFT: JN SHEET NUMBER: J THESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS. AND DATA THAT ARE THE SOLE JOB NO: DSN: JN 1-9 CHRONOMITE SR-20L/208 INSTANTANEOUS DOMESTIC - 4.16 KW 208 1 60 41' 0.5 .99 - PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPOSE OTHER THAN ORIGINALLY CHK: CS INTENDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC. 201880 E2. 1 z GENERAL NOTES PM w.lp-1�^ I�pT2-8 ' 5)T2-1 6 9T2-12 IIIT2-14 V - r7P ------TY-34 1 DESIGN_ ■ A. COORDINATION OF OVERCURRENT PROTECTIVE DEVICES SHALL BE BY ELECTRICAL T2-14 CONTRACTOR AT THEIR OWN EXPENSE, INCLUDING SETTINGS OF CIRCUIT BREAKERS, FUSES 12-6 �I T' :, T2-8 �I T2=� ' T2_10 AM 12 ; T2-12 ;1T2 OFFICE qS �T2 1_' AND GROUND FAULT DEVICES. CONTRACTOR SHALL PROVIDE COORDINATION STUDY AND SET Architectural ZI =; ALL CIRCUIT PROTECTIVE DEVICE SETTINGS AS RECOMMENDED AT THE COMPLETION OF THE Solutions Group OFFICE - OFFICE OFFICE = OFFICE Z...___ / T2-34 PROJECT. 12-6 12-8 12-10 2-12 ; 12-14 7 38 DECUTTvE 1 r r i B. ROUTE ALL FEEDERS AND BRANCH CIRCUITS FOR ROOF TOP EQUIPMENT BELOW ROOF P ARK DECK. IF INSTALLED UNDER METAL-CORRUGATED SHEET ROOF DECK, PROVIDE A MINIMUM SUITE 310 OF 1.5" MEASURED FROM THE LOWEST SURFACE OF THE ROOF DECKING TO THE TOP OF IRVNE.CA92fs14 ' - THE CABLE, RACEWAY OR BOX, PER NEC 300.4(E) OoriaatJdlMdnlrl tr 1 (.Sai T2-34 (949)4304051 Jliedarrnirepmcballicarn '�� FUTURE LEASABLE AREA 2 C. IF GFCI RECEPTACLE IS NOT READILY ACCESSIBLE PER NEC 210.8, CONTRACTOR SHALL 411 2-14 i INSTALL GFCI BREAKER IN LIEU OF GFCI RECEPTACLE. 2960SF± T2-16 T2-16 iruilII[II 42 II' t � JEFF L 1'�T OFFICE 2 _lima —� SEAL: 2960 SF± OF.E. POWER KEYED NOTES T2-18 T2-20 T2-22 111! / T2-32 COPY/WORK AREA �!,_• . 12-2 1. PROVIDE 120 mm SQ. X 54 mm DEEP (4-11/16" SQ. X 2-1/8" DEEP) J-BOX WITH 4% . CONF. SINGLE-GANG MUD RING AND 21 mm (3/4") CONDUIT WITH PULLWIRE STUBBED 76 mm + ' 1). , T2-4 NEW (3") INTO ACCESSIBLE CEILING FOR VOICE/DATA. `"( '` ,� ROOM T2-32 . 4 F TYP \ PANEL T2 2. PROVIDE FLUSH ROUND SINGLE SERVICE, FLOOR MOUNTED DUPLEX RECEPTACLE WITH BRASS 89780PE 'A 11111 •-� '. CI T2-4 T - \ RING AND CAP. HUBBELL SYSTEM ONE OR ENGINEER APPROVED EQUAL. WITH ALL T2-34 T2-4 �I�t� '� - a2 32 L APPURTENANCES AS REQUIRED. VERIFY COLOR PRIOR TO ORDERING. OREGON I IIet/ + -'' E � 111 1 -- ,\\ `�\ `�\ 3. PROVIDE FLUSH ROUND MULTI-SERVICE, FLOOR MOUNTED DUPLEX RECEPTACLE & [y `�`he30�20`1� O 12-18 I I FLR `Q \ DATA/PHONE JACKS. PROVIDE WITH BRASS RING AND CAP. HUBBELL SYSTEM ONE OR ,p RECEPTION �� T2-4 CO - __= - - - - _- ENGINEER APPROVED EQUAL. WITH ALL APPURTENANCES AS REQUIRED. VERIFY COLOR PRIOR �S(. $ARM`�C. © 1:11 TO ORDERING. ( T2-36 Date Signed:09/09/20 T2-4 I ` I T2-36 T2_36 4. PROVIDE & INSTALL CONDUIT FROM DEVICE TO WALL AS SHOWN. SAWCUT & PATCH FLOOR z:irI 11 u_ I ll y T2-3a I TO LIKE NEW CONDITIONS. . T2-30 I r 5. 3 KW WATER HEATER, 208 V., 10. PROVIDE 30A/2P NON-FUSIBLE DISCONNECT. CONSULTANT: BREAK I COORDINATE WITH PLUMBING FOR EXACT REQUIREMENTS. AREA T2-19,21 I - 1 ID ' T2-28 T2 6 /T2-24 I �, '---1�` 6. TELEPHONE MOUNTING BOARD (TMB). PROVIDE 4'X8'X3/4" TYPE "X" PLYWOOD PAINTED TO i ' MATCH WALLS. PROVIDE #4 A.W.G. CU. GROUND PER NEC 800.100(8). �� EXISTING I I i I RESTROOMS 7. ELECTRICAL CONTRACTOR SHALL PROVIDE RECEPTACLE LOCATED WITHIN 25' OF EQUIPMENT. I>.WI Ir-, , „A ; .�, _ _ TO REMAIN I Ir�J� 111 IUT2-3D � _ I diT2-36 8. ELECTRICAL CONTRACTOR SHALL PROVIDE 240V NEMA-1, HD, 60A/3P DISC. SWITCH. INSTALL w-- ......• r--•ta/ a----- --- -� - - - - - -- - -- - RK5 FUSES PER MANUFACTURER RECOMMENDATION. COORDINATE WITH MECHANICAL tat N1--- ,-_. ,�,, CONTRACTOR PRIOR TO ORDERING. I1M1rF1 1 --- r i4 6 w JvJ 40LIGHTING PLAN - TENANT 2 1,8,,,_1 ,-0,. H Z W E sfl 5 IWH t �,�\ X z +42 - won Z E F.. GFCI •• I1 �_____� Q 0 11+42- 1 I.■ T3-14 -- – I ___ –– – – - -– - – 4T3-2 II IE U =I GFCI ALM 1 6 v o to \, ___ T3-14 13-20 T3-18 73-16 7_, ---, [ r1 T3-2 \\ 1- ; �\,J i T3-2 BREAK 13-19,21 I ri AREA EXISTING - -- ` - - - ` ^ —� RESTROOMS T3-14 TO REMAIN Iligg NEW g,,, <ID 1 I PANEL T3 O ,.,„„ af'.0 a. LLI r T - _ 1 I 0 iv 28 NEMA-1 r OFFICE u T3-28 NT3-7,9,11 73-26 T3-28 t 60A/3PCL = T3-24111 ,P- . 41110 13--2211L.=1 TYPZ z NJ w %T3-2 0 ® N M- I0 T3-2.8ID OFFICE 11 T3-12 ; F.E. NMA-E1, - 60A/3P • r ` ffi Ce 1T3-12$ 13-22 Ill FLTR.7RE4 10 SF E AREA 3 0 0 O •�� i RECE' 'ON OFFICE 3 T3-13,15,17 ad Q I 1 2440 SF± 0 i II II - – T3-8 L 0 ON• P' T3-12i 13-4 REV DATE DESCRIPTION I $ 01/24/30 N IINCYKINNti CONF. 1 T3-4 ROOM %14:4J- _ ' 0 ° / LO ii T3-1a N I I T3-6 TYP T3-10 O - N H� - .1' w i 0N 3-6 4ist 1 i C6 IT3-i T3-10 I I T3-4 (Ii)T3-4CO iP -- I, • - I - I I . LIGHTING PLAN - TENANT 3 .. . < 401/8".,,,- DRAWN F3Y: I— a-EacED BY: 2 ARCH. PROJECT NO.: m BKM20004 u) REFERENCE ONLY SHEET NAME: y NOT APPROVED WITH THIS PERMIT U POWER w PLAN - TENANT 2/3 Q 2410 w.royal alm rd-suite A, phoenix, AZ 85021 AS E I E N G I N E E R I N G aseiengineeri palm o 602.287.0300 f 602.287.0600 UFT: J1\1 SHEET NUMBER: THESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE JOB NO: DSN: JN PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPOSE OTHER THAN ORIGINALLY CHK: CS INTENDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC. 201880 E2.2 ~ Z ` ' GENERAL NOTES PM of" .. NEW PANEL T4 s I ,:..��r- �.l-.--='T----- rr�=----_�- --�•*_ A. COORDINATION OF OVERCURRENT PROTECTIVE DEVICES SHALL BE BY ELECTRICAL DESIGN T4-10 T4._�_.. � 1-41471f4-34 /, "'" 1 CONTRACTOR AT THEIR OWN EXPENSE, INCLUDING SETTINGS OF CIRCUIT BREAKERS, FUSES .I * �� AND GROUND FAULT DEVICES. CONTRACTOR SHALL PROVIDE COORDINATION STUDY AND SET A r c h i t e c t u r a I A T4-7,9 T4-11 13 Solutions Group III MI (IWH) 0 ALL CIRCUIT PROTECTIVE DEVICE SETTINGS AS RECOMMENDED AT THE COMPLETION OF THE 14-10 T4- T4-6;_ � +42" +42" 8 T4-2 ROOM PROJECT. T4-10 - _ ^' 4 Fa GFC Rt.' 38 DEQJTNE FM 14-8 14 6 4 ,� T4-4 T4-34 - B. ROUTE ALL FEEDERS AND BRANCH CIRCUITS FOR ROOF TOP EQUIPMENT BELOW ROOF $U310 1 DECK. IF INSTALLED UNDER METAL-CORRUGATED SHEET ROOF DECK, PROVIDE A MINIMUM CA 92614 BREAK OF 1.5" MEASURED FROM THE LOWEST SURFACE OF THE ROOF DECKING TO THE TOP OF OUT OFFI EOFFICE THE CABLE, RACEWAY OR BOX, PER NEC 300.4(E) Cex>�ccJl IUslerm�n ROOM I�T 19491 430-7061 i C. IF GFCI RECEPTACLE IS NOT READILY ACCESSIBLE PER NEC 210.8, CONTRACTOR SHALL II INSTALL GFCI BREAKER IN LIEU OF GFCI RECEPTACLE. 111T4-10 I JEFF L,EDEftMNV,�RO-IIIECT I TRAINING i SEAL 1 ROOM e------EXISTINGPOWER KEYED NOTES ---- TRAINING f T4-20 �F.E I I REMAIN !l.__, (wH) 1. PROVIDE 120 mm SQ. X 54 mm DEEP (4-11/16" SO. X 2-1/8" DEEP) J-BOX WITH ' �„!..• Q/ ///"' 9 _1I SINGLE-GANG MUD RING AND 21 mm (3/4") CONDUIT WITH PULLWIRE STUBBED 76 mm �� I , tr,•%.,I 7 1 T4-15,17 I I (3") INTO ACCESSIBLE CEILING FOR VOICE/DATA. �P �� F %I I T4-24 OFFICE 4 I I 2. PROVIDE FLUSH ROUND MULTI-SERVICE, FLOOR MOUNTED DUPLEX RECEPTACLE & 8978OPE 6160 SF f DATA/PHONE JACKS. PROVIDE WITH BRASS RING AND CAP. HUBBELL SYSTEM ONE OR T4-12 L _ _ _ _ _ ENGINEER APPROVED EQUAL. WITH ALL APPURTENANCES AS REQUIRED. VERIFY COLOR PRIOR OREGON T4-32 'i~ TO ORDERING. �, ry RECEPTION T4-26 T4-32 i i _ �/ 3. PROVIDE & INSTALL CONDUIT FROM DEVICE TO WALL AS SHOWN. SAWCUT & PATCH FLOOR nye `�e 30,Tel BREAKIII• TO LIKE NEW CONDITIONS. 16'1.• SAO"- AREA 14-28 4. 3 KW WATER HEATER, 208 V., 10. PROVIDE 30A/2P NON-FUSIBLE DISCONNECT. Date Signed:09/09/20 COORDINATE WITH PLUMBING FOR EXACT REQUIREMENTS. �I T4-22 5. TELEPHONE MOUNTING BOARD (TMB). PROVIDE 4'X8'X3/4" TYPE "X" PLYWOOD PAINTED TO MATCH WALLS. PROVIDE #4 A.W.G. CU. GROUND PER NEC 800.100(8). CONSULTANT: Wall T4-14T4-16 (1.1)T4-18C�OONrF�. T4-14 - ,si i nvii, WI16 4-18 FLR �- T4-30 44-144(4i --- 1- - i ::: 1 F5 T4-16 4 1 ) T4- TYP ,__ ^ T4-14 OFFICE OFFICE T4-30 O_ (Il / T4- 0 T4-321 © O . I I I I I _lit - --- M J 1- Z W 40 LIGHTING PLAN - TENANT 4 - I tg W I 1/8.,=, '-o" Iz 11111 ifc Ims W u OW lia Q. rii Z Z N M r. D,,,., , N. 0 .. v., ,, i< o ry 0 Ln o. REV DATE DESCRIPTION t1e/IS/,o N1MLAMPaSUBHIVR 0 N 0 CN N COO DRAWNBe': ~ E CHECKED BY: 2 ARCH.PROJECT NO.: m BKM20004 u) REFERENCE ONLY SHEET NAME: U # NOT APPROVED WITH THIS PERMIT I POWER w r PLAN - TENANT 4 Q 2410 w. ro al alm rd.suite A, phoenix, AZ 85021 AS E I E N G I N E E R I N G a2se1iengineeri g.com a 602.287.0300 f 602.287.0600 DFT: JN SHEET NUMBER: J THESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE JOB NO: DSN: JN PROPERTY OF ASE] ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPOSE OTHER THAN ORIGINALLY CHK: CS INTENDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC. 201880E2.3 Z - _ - SINGLE-LINE GENERAL NOTES 4jj ki EXISTING DESIGN SERVICE ENTRANCE SECTION 1600 AMP 208Y/120V 30, 4W 1. COORDINATION OF OVERCURRENT PROTECTIVE DEVICES SHALL BE BY ELECTRICAL BRACED FOR 65,000 AIC CONTRACTOR AT THEIR OWN EXPENSE, INCLUDING SETTINGS OF CIRCUIT BREAKERS, FUSES Arch it e c t u r a! NEMA-1 AND GROUND FAULT DEVICES. CONTRACTOR SHALL PROVIDE COORDINATION STUDY AND SET Solutions!u t i O n s __ - _ __ _ _ _ _ _ _ ALL CIRCUIT PROTECTIVE DEVICE SETTINGS AS RECOMMENDED AT THE COMPLETION OF THE Group 1-- - --�- UTILITY - _ _- -- - - -- -- -- - - -- � PROJECT. I I METER I 2. ALL CONDUIT AND CONDUCTORS ARE BASED ON COPPER CONDUCTORS IN EMT. EXECUTIVE SURE 310 EXISTING EXISTING EXISTING I I 3. ALL PANELS SHALL BE LABELED PER DETAIL ON SHEET E3.2. IRW'E,CA 92614 400A/3PCant=YIN liedernws 400A/3P 600A/3P EXISTING NEW I 1200/3P ( 400/3P I 4. OPENINGS AROUND ELECTRICAL PENETRATIONS THROUGH FIRE-RATED WALLS, PARTITIONS, (9491 430-7051 EXISTING I I *C/B •C/B I FLOORS, AND CEIUNGS SHALL BE FIRE STOPPED USING APPROVED METHODS AND MATERIALS (3)400A (3)400A (3)400A UTILITY COMPANY USTED FOR THIS PURPOSE. REFER TO NEC ARTICLE 300.21 FOR REQUIREMENTS. TRANSFORMER k-__ )1, _ - _ FUSES FUSES (USES5. NEW CIRCUIT BREAKER(S) IN S.E.S., SHALL MATCH MANUFACTURER'S IN PANELS FOR SERIES JEFF UEDER'4,N.MCliITECT ---1I I RATING PURPOSES. sem(; Yna,.�� _. �_ v'�� I EXISTING !I 6. ELECTRICAL CONTRACTOR SHALL PROVIDE LABEUNG OF' THE AVAILABLE FAULT CURRENT FOR EACH PANEL AS NOTED, I M L rB i, t� NEUTRAL PER NEC 110.24. III n n I •^ �`. EXISTING I 7. ELECTRICAL CONTRACTOR SHALL PROVIDE LABEUNG TO INDICATE WHERE EACH PIECE OF , I I I r�••S *•� MBJ GROUND EQUIPMENT ORIGINATES, PER 408.4(6). �f,_�.,,. i -1..`47.•' -- -r-- - - - - -+- +-D 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL PENETRATIONS/RACEWAYS FROM 1� 4 / I EXISTING ELECTRICAL "SES" TO PANEL WILL BE SEALED IN ACCORDANCE TO NEC 300.5(G) & 225.27. 41:1 EEC 89780PE -1 EXISTING PRIMARY '. EXISTING SECONDARY ..../ INTER-SYSTEM ;0 APPROVED CONNECTED CONDUCTORS CONDUCTORS �-» �-- BOND .N OREGON GROUND EXISTING CLAMP (TYP) o ca Z �`�e 30 20`1ry O SPRINKLER COLD i EXISTING z z z z M'� y��s `� PIPE WATER EXISTING J _ N N41-e $ARS PIPE - i j 6j w y�-, Date Signed:09/09/20 '" '" LIFER F2-►"I BUILDING `J'` .1-. .l .1 . , -• M 400A = CONSULTANT: 1,";_=.---i.2,1_:::,:-,.=__::::::=:i STEEL EXISTING EXISTING EXISTING EXISTING MLO 1 EXISTING LOAD LOAD LOAD LOAD 200A/3P 200A/3P 200A/3P 200A/3P EXOTHERMIC i-� .rte (CAD-WELD) ._____• f"- CONNECTION `- NEW �c PANEL UU �d N N'SPD4' N N O O O O M Z el Z M Z -"---01 'Ik 0 - t? '*-0 0 SINGLE-LINE DIAGRAM SUBMETER a ; © SUBMETER UT N.T.S. F3-0-= -=-F4 225A '" 225A .-.,- =vt_ . - _ s MLO MLO -__= 7:17-Te-4:::::.g: I"' 20A/3P 20A/3P iniNEW NEW = W >- PANEL PANEL 4 _ 'Ti' 'T2' SUBMETER SUBMETER =--- SOLUTIONS L SOLUTIONS _ -. 7A NEW ELECTRICAL PANELBOARD SCHEDULE NEW ELECTRICAL PANELBOARD SCHEDULE NEW ELECTRICAL PANELBOARD SCHEDULE 0 ri_ _., __ _ PANEL:T1 10KAIC FULLY RATED voltage : 208VY/12OV, 30 , 4W PANEL:T2 22KAIC FULLY RATED Voltage : 208 r/12GV, 30 , 4W PANEL:To 22KAIC FULLY RATED Voltage : 208VY/120V, 30 . 4W (kJ I LOCATION: REFER TO FLR PLAN BREAKER : BOLT-ON MAINS: 200 Amp MLO LOCATION: REFER TO FLR PLAN BREAKER : BOLT-ON MAINS: 225 Amp MLO LOCATION: REFER TO FLR PLAN BREAKER : BOLT-ON MAINS: 225 Amp MLO MOUNTING SURFACE NEMA RATING : 1 BUS: 200 Amp CU MOUNTING SURFACE NEMA RATING : 1 BUS: 225 Amp CU MOUNTING SURFACE NEMA RATING : 1 BUS: 225 Arno CU DESIGN LOAD EMT CU PHASE CKT CIR I LOAD AMPS 1 CIR CKT PHASE CU LOAD LOAD EMT CU PHASE CKT CIR I LOAD AMPS CIR CKT PHASE CU LOAD LOAD EMT CU PHASE CKT CIR I LOAD AMPS CIR CKT PHASE CU LOAD DESCRIPTION COND GRND NEUT BRKR NO. PHASE A PHASE B I PHASE C NO. BRKR NEUT GRND COND DESCRIPTION DESCRIPTION COND GRND NEUT BRKR NO. PHASE A PHASE B I PHASE C NO. BRKR NEUT GRND COND DESCRIPTION DESCRIPTION COND GRND NEUT BRKR NO. PHASE A PHASE B I PHASE C NO. BRKR NEUT GRND COND DESCRIPTION Arch it e c t u r a I LIGHTING 3/4' 12 12 20 1 7.5 20 12 12 3/4" RECEPTACLES LIGHTING 3/4" 12 12 20 1 15.4 20 12 12 3/4" MISC LIGHTING 3/4" 12 12 20 1 11.7 20 12 12 3/4' MISC S 01 u t i 0 n s Group OFFICES LIGHTING 7.5 2 FUTURE LEASE AREA RECEPS SOUTH OFFICE LIGHTING 3.0 2 DAB OFFICE LIGHTING 6.0 2 FUTURE LEASE AREA RECPS N LIGHTING 3/4' 12 12 20 3 12.3 20 12 12 3/4" RECEPTACLES LIGHTING 3/4' 12 12 20 3 4.9 20 12 12 3/4" MISC LIGHTING 3/4" 12 12 20 3 6.9 _ 20 12 12 3/4' MISC EXECUTIVE P ARK FUTURE LEASE AREA LIGHTING 6.0 4 FUTURE LEASE AREA RECEPS NORTH FUTURE LEASE AREA LIGHTING 9.0 4 CONFERENCE FUTURE LEASE AREA LIGHTING I 6.0 4 FUTURE LEASE AREA RECPS SE 310 LIGHTING 3/4" 12 12 20 5 1 0.4 20 12 12 3/4' MISC LIGHTING 3/4" 12 12 20 5 0.4 20 12 12 3/4" MISC LIGHTING 3/4" 12 12 20 5 0.4 20 12 12 3/4' MISC _ EGRESS LIGHTING 10.0 6 BREAK AREA COUNTERTOP 1 EXTERIOR EGRESS 4.5 6 OFFICE 1 EXTERIOR EGRESS 7.5 6 CONFERENCE IRVINE.CA92614 UGHIING 3/4' 12 12 20 7 10.1 20 12 12 3/4" MISC BUSSED SPACE 7 0.0 _ 20 12 12 3/4' MISC MECH 1-1/2" 10 4 60 7 41.6 20 12 12 3/4" MISC Contact Jetlkdamort OPEN OFFICE/RR LIGHTING 10.0 8 BREAK AREA COUNTERTOP 2 4.5 8 OFFICE 2 UNIT HEATER 1 I 1.5 8 I RECEPTION (949)430-705) BUSSED SPACE 9 0.0 20 12 12 3/4' MISC BUSSED SPACE 9 0.0 20 12 12 3/4' MISC MECH 4 9 41.6 _ 20 12 12 3/4" MISC ilettrminlkinctircton 7.5 10 GFCI FRIDGE I 4.5 10 OFFICE 3 15KW 3.0 10 OPEN OFFICE S BUSSED SPACE 11 0.0 20 12 12 3/4" MISC BUSSED SPACE 11 0.0 20 12 12 3/4' MISC MECH 4 3 11 41.6 20 12 12 3/4." MISC JEFF UEDERMAN.ARCI- TECT 10.0 [12 BREAK AREA COUNTERTOP 3 4.5 12 OFFICE 4 CONT. HACR 3.0 12 OPEN OFFICE N Z-SEA(,: .a -r^_ u -_ _. R-�GT_BUSSED SPACE 13 0.0 20 12 12 3/4" MISC BUSSED SPACE 13 0.0 I 20 12 12 3/4" MISC MECH 1-1/2" 10 4 60 113 41.6 _ 20 12 12 3/4" MISC 10.0 14 I BREAK AREA COUNTERTOP 4 4.5 14 OFFICE 5 UNIT HEATER 2 I 3.0 14 BREAK AREA RECPS BUSSED SPACE 15 1 .0 16 0 20 12 12 1 3/4' PRINTER N MISC BUSSED SPACE 15 ( 3.0 0.0I 16 1 20 12 12 3/4' RECEPTIQNOPEN OFFICE M5CMISC ECH 4 15 41.6 20 12 12 3/4" MISC _ 7.5 16 GFCI FRIDGE BUSSED SPACE 17 0.0 I I 20 12 12 13/4' MISC BUSSED SPACE 17 0.0 20 12 12 3/4" MISC MECH 4 3 17.1 41.6 I 20 12 12 3/4" MISC 1 7.5 1 18 I { CONFERENCE ROOM 10.0 18 PRINTER CONT. HACR 10.0 18 I BREAK AREA COUNTERTOP 1 ./!rls.:7"' MISC 3/4" 12 12 20 19 1.5 20 12 12 3/4" MSC CONTINUOUS LOAD 3/4" 10 10 25 19 I 20.0 20 12 12 3/4" MISC CONTINUOUS LOAD 3/4" 10 10 25 19 20.0 _ 20 12 12 3/4" MISC -tr� �r'/ SUBMETER SOLUTIONS 4.5 20 OFFICE 11 IWH-5 1 10.0 20 COPY/WORK AREA COUNTER 1 IV/H-6 I 10.0 20 BREAK AREA COUNTERTOP 2 � �, �,R" MISC 12 21 1.5 I 20 12 12 3/4" MISC CONTINUOUS LOAD 10 2 21 20.0 I ( 22 20 12 12 3/4" MISC CONTINUOUS LOAD 10 2 21 20.0 20 12 12 3/4" MISC - viri8978OPE � CONT. 4.5 22 OFFICE 12 4.16KW I 10.0 COPY/WORK AREA COUNTER 2 4.160 I 3.0 22 OFFICE 11 MISC 12 3 23 1.5 I I 20 12 12 3/4" MISC BUSSED SPACE 23 0.0 20 12 12 3/4" MISC BUSSED SPACE 23 1 0.0 20 12 12 3/4" MISC CONT. I 4.5 124 I OFFICE 13 7.5 24 GFCI FRIDGE 3.0 24 OFFICE 12 OREGON BUSSED SPACE 25 I 0.0 _ 20 12 12 3/4" MISC BUSSED SPACE 25 I 0.0 20 12 12 3/4" MISC BUSSED SPACE 125 0.0 _ 20 12 12 3/4 I 4.5 26 OFFICE 14 I 10.0 26 BREAK AREA COUNTER 1 I 3.0 26 " Imisc DAB 04,„�"1'030,2° he 30 Zp`L CONTINUOUS LOAD 3/4" 10 10 25 27 20.0 I _ 20 12 12 3/4' MISC BUSSED SPACE 27 0.0 I 20 12 12 3/4" MISC BUSSED SPACE 27 0.0 20 12 12 3/4" MISC `S(. SAR.i<t: CONTINUOUS LOAD 10 2 29 4.5 5 20.0 128 20 12 12 3 4" OFFICEI15 BUSSED SPACE 29 10.0 I 0 0 128 20 12 12 3 4" MISC BREAK AREA COUNTER 2 BUSSED SPACE 29 I 3.0 0.0 28 I !BUSSEDPACE UNIT HEATER ON Date Signed:09/09/20 4.1601 I 4.5 130 I / OFFICE 16 I 3.0 30 / BREAK AREA RECPS 0.0 30 I CONTINUOUS LOAD 3/4" 10 10 25 31 20.0 I 20 12 12 3/4" MISC BUSSED SPACE 31 I 0.0 20 12 12 3/4" MISC BUSSED SPACE 31 1 0.0I _ BUSSED SPACE !OH-2 3.0 32 RECEPTION I 3.0 32 COPY/WORK AREA RECPS I 0.0 32 CONTINUOUS LOAD 10 2 33 20.0 I 20 12 12 3/4" MISC BUSSED SPACE 33 0.0 I 20 12 12 3/4' MISC BUSSED SPACE 33 0.0 BUSSED SPACE Z CONSULTANT: L-1=-71.-=_:, 4.16KW 10.0 34 PRINTER S I 6.0 34 FUTURE LEASE AREA N I 0.0 34 CONTINUOUS LOAD 3/4" 10 10 25 35 20.0 20 12 12 3/4" MISC BUSSED SPACE 35 0.0 I 20 12 12 3/4" MISC BUSSED SPACE 35 0.0 BUSSED SPACE IWH-3 I 10.0 36 COPY/WORK AREA COUNTER 11 I 6.0 1 36 FUTURE LEASE AREA S 0.0 36 CONTINUOUS LOAD 10 2 37 20.0 20 12 12 3/4" MISC MISC 3/4' 12 12 20 37 1.5 II 20 12 12 3/4" MISC BUSSED SPACE 37 0.0 I 20 12 12 3/4" MISC 4.16KW 10.0 38 COPY/WORK AREA COUNTER 12 SUBMETER SOLUTIONS 3.0 38 UH RECEPS 1.5 38 SUBMETER SOLUTIONS MISC 3/4" 12 12 20 39 4.5 I 20 12 12 3/4" MISC MISC 12 39 1.5 + BUSSED SPACE BUSSED SPACE 39_ 0.0 _ 12 MISC RESTROOMS I 7.5 i 40 OPEN OFFICE WEST CONT. 0.0 140 I 1.5 40 CONT. MISC 3/4" 12 12 20 41 I 3.0 I 20 12 12 3/4' MISC MISC 12 3 41 1.5 I BUSSED SPACE BUSSED SPACE 41 0.0 I 3 12 MISC DAB 7.5 42 I OPEN OFFICE EAST CONT. 0.0 42 1.5 42 I CONT. AMPS PER PHASE (CONNECTED LOAD) I 108.6 I 108.3 98.9 CONTRACTOR TO INSTALL APPROVED HANDLE TIE ON ALL SHARED AMPS PER PHASE (CONNECTED LOAD) 74.9 I 68.9 37.4 1 CONTRACTOR TO INSTALL APPROVED HANDLE TIE ON ALL SHARED AMPS PER PHASE (CONNECTED LOAD) I 139.9 I 134.2 108.7 CONTRACTOR TO INSTALL APPROVED HANDLE TIE ON ALL SHARED 3 PHASE DEMAND (VA) NEUTRAL CIRCUITS. 3 PHASE DEMAND (VA) NEUTRAL CIRCUITS. 3 PHASE DEMAND (VA) NEUTRAL CIRCUITS. 0.0 SYMBOL UST 0.0 I SYMBOL LIST 0.0 I SYMBOL UST LIGHTING 3638.7 (MLO) MAIN LUGS ONLY / (FTL) FEED THRU LUGS LIGHTING 2490.0 I (MLO) MAIN LUGS ONLY / (FTL) FEED THRU LUGS LIGHTING 2276.0 (MLO) MAIN LUGS ONLY / (FTL) FEED THRU LUGS 25% OF LIGHTING 909.7 (GFCI) TYPE CB'S 25% OF LIGHTING 622.5 I (GFCI) TYPE CB'S 25% OF LIGHTING 569.0 I (GFCI) TYPE CB'S RECEPTACLES 1620.0 I (HACR) TYPE CB'S 0.0 (HACR) TYPE CB'S 0.0 I (HACR) TYPE CB'S 0.0 0.0 0.0 0.0 0.0 I MECHANICAL 29976.0 MISCELLANEOUS 18240.0 MISCELLANEOUS 14460.0 I MISCELLANEOUS 8880.0 0.0 0.0 0.0 0.0 I 0.0 0.0 1 I CONTINUOUS LOAD 0 1.25% 18000.0 CONTINUOUS LOAD 0 1.25% 6000.0 I CONTINUOUS LOAD 0 1.25% 6000.0 I I 0.0 0.0 I 0.0 I 0.0 I 0.0 I 0.0 i --....--.2_-„___ = -- Imo I TOTAL VA 42408.4 I ' TOTAL VA 23572.5 I TOTAL VA 47701.0 I .== --.;;.---7_,- ` Z It _ = _ rte 42.4 KVA 0 208V, 30 23.6 KVA 0 208V, 30 47.7 KVA O 208V, 30 I =-='-- -=- W 117.8 Amos 0 208V. 30 (CODE LOAD) 65.5 Amps 0 208V, 30 (CODE LOAD) 132.5 Amps 0 208V, 30 (CODE LOAD) I --::::: 1--- -- ------s =- rte- E NEW ELECTRICAL PANELBOARD SCHEDULE PANEL:T4 1OKAIC FULLY RATED Voltage : 2O8Vr/120V, 30 , 4W LOCATION: REFER TO FLR PLAN BREAKER : BOLT-ON MAINS: 225 Amp MLO MOUNTING SURFACE NEMA RATING : 1 BUS: 225 Amp CU LOAD EMT CU PHASE CKT CIR LOAD AMPS CIR CKT PHASE CU LOAD DESCRIPTION COND GRND NEUT BRKR NO. PHASE A PHASE B I PHASE C NO. BRKR NEUT GRND COND DESCRIPTION LIGHTING 3/4" 12 12 20 1 13.5 20 12 12 3/4" MISC INTERIOR LIGHTS N 3.0 2 DAB LIGHTING 3/4" 12 12 20 3 12.9 _ 20 12 12 3/4' MISC INTERIOR LIGHTS S I 3.0 4 RESTROOMS LIGHTING 3/4" 12 12 20 5 0.4 20 12 12 3/4' MISC L f i EXTERIOR EGRESS 4.5 6 OFFICE 1 I.i..i CONTINUOUS LOAD 3/4" 10 10 25 7 20.0 _ 20 12 12 3/4" MISC U IWH-7 4.5 8 OFFICE 2 Cn CONTINUOUS LOAD 10 2 9 20.0 1 20 12 12 3/4' MISC In 4.16KW I 4.5 10 BREAK OUT ROOM /1 CONTINUOUS LOAD 3/4" 10 10 25 11 20.0 20 12 12 3/4' MISC ILL [ r IWH-8 4.5 12 RECEPTION TA t� CONTINUOUS LOAD 10 2 13 20.0 _ 20 12 12 3/4" MISC i t v 4.16KW 7.5 14 I CONFERENCE ROOM rsj CONTINUOUS LOAD 3/4" 10 10 25 15 20.0 _ 20 12 12 3/4' MISC 0 h...* IWH-9 I 4.5 16 OFFICE 3 I/'�'y CONTINUOUS LOAD 10 2 17 20.0 20 12 12 3/4" MISC Cj ' 4.16KW I 4.5 18 OFFICE 4 �/ BUSSED SPACE 19 0.0 _ 20 12 12 3/4" MISC IL" 7.5 20 GFCI FRIDGE 1 0 BUSSED SPACE 21 0.0 20 12 12 3/4" MSC 0 I 7.5 22 GFCI FRIDGE 2 BUSSED SPACE 23 0.0 I 20 12 12 3/4" I MISC tin a 10.0 24 BREAK COUNTERTOP 1 BUSSED SPACE 25 0.0 I 20 12 12 3/4" l MISC Q 10.0 26 BREAK COUNTERTOP 2 BUSSED SPACE 27 0.0 20 12 12 3/4" MISC I 10.0 28 BREAK COUNTERTOP 3 LABELS TO BE PROVIDED: ,.00 BUSSED SPACE 29 0.0 I 20 12 12 3/4" 1MISC 1. PHENOLIC TAG INDICATING PANEL NAME, SOURCE PANEL, VOLTAGE/PHASE, AND t `'�' 3.0 30 OPEN OFFICE SOUTH ELECTRICAL BRANCH OF THE ELECTRICAL SYSTEM. Pill ._ BUSSED SPACE 31 0.0 I 1 20 12 12 3/4" MISC 2. PHENOLIC TAG INDICATING THE AVAILABLE FAULT CURRENT AT PANEL, EQUIPMENT 3.0 32 OPEN OFFICE EAST BRACING RATING, AND DATE SHORT CIRCUIT CALCULATION PERFORMED. BUSSED SPACE 33 0.020 12 12 3/4" MISC 3. PHENOLIC TAG OR STICKER PROVIDING ARC FLASH HAZARD INFORMATION, I 3.0 34 1 OPEN OFFICE NORTH INCLUDING FLASH HAZARD BOUNDARY, INCIDENT ENERGY AT INDICATED DISTANCE, REV DATE DESCRIPTION BUSSED SPACE 35 0.0 BUSSED SPACE PPE CATEGORY PER NFPA 70E, VOLTAGE OF PANEL TO INDICATE SHOCK HAZARD, PANEL "--" y2p teruceasumarm. 0.0 36 , AND LIMIT, RESTRICTED, AND PROHIBITED APPROACH DISTANCES PER NFPA 70E. FED FROM PANEL " " BUSSED SPACE 37 0.0 20 12 12 3/4' MISC -- 1.5 38 SUBMETER SOLUTIONS 480V/277V, 30, 4W BUSSED SPACE 39 0.0 12 MISC 0 0 NORMAL BRANCH 1.5 40 CONT. BUSSED SPACE 41 0.0 3 12 MISC 1.5 142 CONT. Q AMPS PER PHASE (CONNECTED LOAD) 90.5 I 86.9 68.4 I CONTRACTOR TO INSTALL APPROVED HANDLE TIE ON ALL SHARED ® AVAILABLE FAULT CURRENT: NCS 3 PHASE DEMAND (VA) NEUTRAL CIRCUITS. 0.0 I 1 SYMBOL LIST tai ##,###A SYMMETRICAL N LIGHTING 3225.8 I (MLO) MAIN LUGS ONLY/ (FTL) FEED THRU LUGS 6) EQUIPMENT BRACED AT: 0 '...., 25X OF LIGHTING 806.5 I (GFCI) TYPE CB'S G 0 0 42,000A SYMMETRICAL '4' 0.0 I DATE 5/26/15 N 0.0 I CO 0.0 I I 0 MISCELLANEOUS 11880.0 I S) WARNING p) 0.0 ARC FLASH AND SHOCK HAZARD 0.0 CONTINUOUS LOAD 0 1.25% 18000.0 I 1 18 INCHES FLASH HAZARD AT 18' FRY CAL/CM2 FLASH HAZARD AT 18' . 0.0 I I CATEGORY 0 PPE CATEGORY PER NFPA 70E � a H 0.0 I NOTES: 480 VAC SHOCK HAZARD WHEN COVER S OPEN a� TOTAL VA I 33912.3 I 1. ARC FLASH HAZARD INFORMATION AND FAULT CURRENT VALUES SHALL BE 42 INCHES UNITED APPROACH l CATEGORY 33.9 KVA 0 208V, 30 DETERMINED BY MANUFACTURERS ARC FLASH STUDY, SHORT CIRCUIT ANALYSIS, 12 INCHES RESTRICTED APPROACH PER NFPA 70E O CHECK 94.2 Amps 0 208V, 30 (CODE LOAD) AND COORDINATION STUDY. 1 INCH PROHIBITED APPROACH) ARCH"PROJECT NO.: °= 2. OF ARC FLASH STUDY DETERMINES THAT THE INCIDENT ENERGY AT THE PANEL H1 DATE 26/15 /#/" - EQUIPMENT IS >40 CAL/CM2, THE ARC FLASH STICKER OR PHENOLIC TAG SHALL NOTE: CHANGES IN EQUIPMENT SETTINGS OR BK5M2Q004 Cl) BE PROVIDED WITH A RED BACKGROUND AND HAVE THE WORD "DANGER" _ CONFIGURATION MAY INVALIDATE THE CALCULATED VALUES INCLUDED IN THE TAG. ANO PPE REQUIREMENTS LISTED ABOVE. 3. REFER TO SPECIFICATIONS FOR BACKGROUND AND TEXT COLORS, FONT SIZE, AND =SHEET NAME. (, ANY ADDITIONAL INFORMATION. 4. DISTRIBUTION EQUIPMENT SHALL BE LABELED IN ACCORDANCE WITH 2011 NEC REFERENCE ONLY PANEL Z LU SECTIONS 110.16 AND 110.24. NOT APPPOV.VP) WIT!-I THIS PFTMTT SCHEDULES < AS E!E N G!NEER!N G `2410 w�royal pg Im rd.suite A, phoenix.AZ 85021 DFT: JN -J aseien ineenn coma 602.287.0300 t 602.287.0600 SHEET NUMBER: E=wzj, . « °. 7 -' THESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS. AND DATA THAT ARE THE SOLE NO: DSN: JN INTENDED WITHOUT THE ROPERTY OF ASEI (EXPRESSED WRITTENINC. THIS !CONRSENT AND PERMISSIONMATION MAY NOT BE OF THE SED RENGINEER AND ASEI ENGINEERING,ANY PURPOSE OTHER THAN INC. (JOB 201880 CHIC: CS E3.2 Z ---' d2 rj V DESIGN COMcheck Software Version 4.1.4.0 A B C D E Fixture ID: Description I Lamp/Wattage Per Lamp I Ballast Lamps! #of Fixture (C X D) Architectural ii Interior Lighting Compliance Certificate Fixture Fixtures Watt. Solutions Group LED 3 copy 1:C:Other: 1 1 59 59 LED 1 copy 1:A:Other: 1 62 50 3100 38 INECURVE PARK LED 2 copy 1:8:Other: 1 2 11 22 Sum 310 LED 4 copy 1:D:Other: 1 2 27 54 IRVIKIE Total Proposed Watts= 11490OA=itiftledurrien CA 92614 Project Information Energy Code: 90.1 (2016)Standard - ._ 1 Project Title: Tigard Business Park fens ' z _ „ , , 1.111 .I 1 , 11 pokimoneprodialricixim Project Type: Alteration Interior Lighting Compliance Statement JEFF ARCHRECT Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the L . building plans, specifications, and other calculations submitted with this permit application.The proposed interior lighting SEAL:L- _ .- -= :-_= Construction Site: Owner/Agent: Designer/Contractor: systems have been designed to meet the 90.1 (2016) Standard requirements in COMcheck Version 4.1.4.0 and to comply with 11950 SW Garden Place Vandana Kelkar Jonathan Rios Nollola any applicable mandatory requirements listed in the Inspection C eckli Tigard,OR 97223 PM Design ASEI Engineering 38 Executive Park 2410 W Royal Palm Rd JONATHAN RIOS NOLLOLA , "d .l 08.21.20 Suite 310 Suite A ``` i Irvine,CA 92614 Phoenix,AZ 85021 Name-Title Signal, a Date !/. ...40„:',V..' - f 949.430.7051 602.287.0300.0300 -or A=V , "" ,,t jiliederman@pmdginc.com jnollola@aseiengineering.comIt el Allowed Interior Lighting Power 89780PE IP A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts I ft2 (B X C) OREGON , �4 1-Tenant 1 (Common Space Types:Office-Open Plan) 3367 0.81 2727 �y ✓`he 30 3-Tenant 2(Warehouse:Medium Bulky/Pallet Material Storage) 2722 0.35 953 '... . SAR4`- 4-Tenant 2(Common Space Types:Office-Open Plan) 3185 0.81 2580 Date Signed:09/09/20 5-Tenant 3(Common Space Types:Office-Open Plan) 2811 0.81 2277 6-Tenant 3(Warehouse:Medium Bulky/Pallet Material Storage) 3927 0.35 1374 2-Tenant 1 (Warehouse:Medium Bulky/Pallet Material Storage) 7367 0.35 2578 7-Tenant 4(Common Space Types:Office-Open Plan) 6198 0.81 5020 r.CONSULTANT' " - :L`= - -:::7::-,1 7-_ Total Allowed Watts= 17510 Proposed Interior Lighting Power A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Tenant 1 (Common Soace Types:Office-Open Plan 3367 sa.ft.I LED 1:A:Other: 1 40 50 2000 LED 2:B:Other: 1 3 11 33 LED 4:D:Other: 1 3 27 81 Tenant 2(Warehouse:Medium Bulky/Pallet Material Storaae 2722 so.ft.) LED 3 copy 1:C:Other: 1 10 59 590 Tenant 2(Common Space TvDes:Office-Open Plan 3185 sa.ft.) LED 1 copy 1:A:Other: 1 37 50 1850 Tenant 3(Common Space Types:Office-Open Plan 2811 sa.ft.I LED 1 copy 2:A:Other: 1 28 50 1400 Tenant 3(Warehouse:Medium Bulky/Pallet Material Storaae 3927 sa.ft.), LED 3 copy 2:C:Other: 1 14 59 826 {_= 7.A a- .,,; Tenant 1 (Warehouse:Medium Bulky/Pallet Material Storaae 7367 sa.ft.I LED 3:C:Other: 1 25 59 1475 _ _ -=`_ -4 z Tenant 4(Common Space TVDeS:Office-Open Plan 6198 so ft.) " :4fr;Ii. w z 44 g ` ` = Cil Project Title: Tigard Business Park Report date: 08/20/20 Project Title: Tigard Business Park Report date: 08/20/20 > X Data filename: G:\2020)201880\Comcheck\Untitled.cck Page 1 of 6 Data filename: G:\2020\201880\Comcheck\Untitled.cck Page 2 of 6 =3- ==`_ wi40 M et am W (( � L.J LU CL M Z Z N LU NI C? 0 N. M gil g ce , 0 ettm 0 0 0 Ln g laillin -- F— REV DATE DESCRIPTION 00/2,V20 enw,naaCuww, 0 CNIN . d„ N CO 1 0 J Q DRAWN BY: ~ O ECI®BY: 2 ARCH.PROJECT NO.: r-, - - °.. =. .= D REFERENCE CST LY BKM20004 Co NOT APi,i;�1`�'F „ . : t,1 I : . I' SHEET NAME:T.7-7:-_:=7:-:-:-.:7::: >- t IECC COM CHECK w REPORT Q //^^ pp 2410 w.ro al alm rd.suite A, pphoenix,AZ 85021 DFTi JN J AS E I E N V(N E E IZ I N aseiengineering.cam o 602.287.0300 f 602.287.0600 2 SHEET HUMMER: 1 =::::: � ==_y THESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE OB NO: DSN: JN — PROPERTY OF ASEI( WITHOUT THE EXPRESSEDED WRITTENINC. THIS (NFORMATION MAY NOT BE CONSENT AND PERMISSIONUOF THERANY ENGINEERRANDEOTHER THAN ASEI ENGINEERING, INC.ORIGINALLY 201880 CHK: CS E4.1 z