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Plans (17)
BUP2021 -00257 OFFICE COPS' COMcheck Software Version 4.1.5.1 Interior Lighting Compliance Certif�c�tIVED Project Information EOCT 2 0 2021 Energy Code. 90.1 (2016)Standard CITY OF TIGARD Project Title: Cotton On-WASHINGTON SQUARE MALL BUILDING DIVISION Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor: 9393 SW Washington Square Rd Sargenti MPW Engineering Space 507 461 From Road 110 W 7th St Tigard,OR 97223 Paramus, NJ 07652 Suite 600 Tulsa,OK 74119 918.582.4088 Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (f Y2) Watts/n2 (BXC) 1-Sales Floor(Retail:Sales Area) 10428 1.22 12722 Allowance:Furniture,clothing,cosmetics highlighting/Fix.ID:Track lighting 1 497(a) 1.05 522(b) Allowance:Furniture,clothing,cosmetics highlighting/Fix.ID:Track lighting 2 497(a) 1.05 522(b) Allowance Furniture,clothing,cosmetics highlighting/Fix.ID.Track lighting 3 497(a) 1.05 522(b) Allowance:Furniture,clothing,cosmetics highlighting/Fix.ID:Track lighting 4 497(a) 1.05 522(b) Allowance:Furniture,clothing,cosmetics highlighting/Fix.ID:Track lighting 5 497(a) 1.05 522(b) Allowance.Furniture,clothing,cosmebcs highlighting/Fix. ID:Track lighting 6 497(a) 1.05 522(b) Allowance.Furniture,clothing,cosmetics highlighting/Fix. ID:Track lighting 7 497(a) 1.05 522(b) 2-Reserve(Common Space Types:Storage>=50-< 1000 sq.tt.) 650 0.46 299 3-Fitting Rooms(Retail:Dressing/Fitting Room) 434 0.50 217 Supplemental Allowed Watts(null)= 1000 Total Allowed Watts= 17995 (a)Area claimed may exceed total floor area when Retail Merchandise Highlighting allowances)are specified. (b)Allowance is(B x C)or the actual wattage of the fixtures given in Proposed Power section,whichever is less. (c)Supplemental watts must be associated with retail merchandise highlighting fixtures. (d)Additional oontrols/switching allowances are based on number of lamps or wattage controlled,not floor area of allowance. 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. Sales Floor/Retail:Sales Area 1042A sn_u P2:Other: 1 6 18 108 01R Other: 1 4 30 120 Existing Can Light:Other 1 144 36 5184 Track lighting 1: Wattage based on current limiting device capacity 0 0 1400 1400 Track lighting 2: Wattage based on current limiting device capacity 0 0 1200 1200 Track lighting 3: Wattage based on current limiting device capacity 0 0 1200 1200 Track lighting 4: Wattage based on current limiting device capacity 0 0 1400 1400 Track lighting 5: Wattage based on current limiting device capacity 0 0 1400 1400 Track lighting 6: Wattage based on current limiting device capacity 0 0 1200 1200 Project Title: Cotton On-WASHINGTON SQUARE MALL Report date: 10/11/21 Data filename: G:\Clients\Sa\Cotton On\Cot_Was_Por\Forms\Communications\Cot_Was_Por.cck Page 1 of 6 A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Track lighting 7: Wattage based on current limiting device capacity 0 0 1200 1200 j4eserve x Common Snare Twes Storan_e x50-<=1000 so it.650 snJU BT:Other: 1 6 46 276 Fitting Rooms 1 Retail:Dressino/Fittl_n_n_annm 494 sn N 1. Existing Can Light Other: 1 10 36 360 Total Proposed Watts= 15048 Interior Lighting PASSES Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 90.1(2016)Standard requir ments in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Che Ist. PRpFF (- Aaron Morse Ssi V Name-Title Signature/ V 44r Date 9 GO - %RNI q ri9l2018 � 9RON MORE EXPIRES: jL-3i-"ZZ 1 Project Title: Cotton On-WASHINGTON SQUARE MALL Reportdate: 10/11/21 Ii Data filename: G:\Clients\Sa\Cotton On\Cot_Was_Por\Forms\Communications\Cot_Was_Por.cck Page 2 of 6 I COMcheck Software Version 4.1.5.1 Inspection Checklist Energy Code: 90.1 (2016) Standard Requirements: 0.0%were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section If Plan Review Complies? Comments/Assumptlons & Req.ID 4.2.2, Plans,specifications,and/or Complies 9.4.3,9.7 calculations provide all information ❑Does Not [PR4]1 with which compliance can be determined for the interior lighting ❑Not Observable and electrical systems and equipment ❑Not Applicable and document where exceptions to the standard are claimed.Information provided should include interior lighting power calculations,wattage of bulbs and ballasts,transformers and control devices. Additional Comments/Assumptions: 1 I High Impact(Tier 1) [2 I Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Cotton On-WASHINGTON SQUARE MALL Report date: 10/11/21 Data filename: G:\Clients\Sa\Cotton On\Cot_Was_Por\Forms\Communications\Cat Was Por.cck Page 3 of 6 section # Rough-In Electrical Inspection Complies? Comments/Assumptions & R .11) 8.4.2 At least 50%of all 125 volt 15-and ❑Complies [EL1012 20-Amp receptacles are controlled by ❑Does Not an automatic control device. ❑No[Observable ❑Not Applicable 9.4.1.1 Automatic control requirements ❑Complies [ELI? prescribed in Table 9.6.1,for the ❑Does Not appropriate space type,are installed. Mandatory lighting controls(labeled []Not Observable as'REQ')and optional choice controls ❑Not Applicable (labeled as'ADDI'and'ADD2')are implemented. 9.4.1.1 Independent lighting controls installed ❑Complies [EL212 per approved lighting plans and all ❑Does Not manual controls readily accessible and visible to occupants. ❑Not Observable ❑Not Applicable 9.4.1.1f Daylight areas under skylights and ❑Complies [EL1311 roof monitors that have more than ❑Does Not 150 W combined input power for []Not Observable general lighting are controlled by photocontrols. ❑Not Applicable 9.4.1.3 Separate lighting control devices for ❑Complies [EL411 specific uses Installed per approved ❑Does Not lighting plans. ❑Not Observable ❑Not Applicable 9.6.2 Additional interior lighting power ❑Complies [EL811 allowed for special functions per the ❑Does Not approved lighting plans and is ❑No[Observable automatically controlled and separated from general lighting. ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) LI Medium Impact(Tier 2) f 3 Low Impact(Tier 3) Project Title: Cotton On-WASHINGTON SQUARE MALL Report date: 10/11/21 Data filename: G:\Clients\Sa\Cotton On\Cot Was Por\Forms\Communications\Cot_Was_Por.cck Page 4 of 6 Section # Final Inspection Complies? CommenWAssumptlons & ReQ.ID 8.7.1 Furnished as-built drawings for ❑Complies [FI1613 electric power systems within 30 days ❑Does Not of system acceptance. ❑Not Observable ❑Not Applicable 8.7.2 Furnished O&M instructions for ❑Complies [FI1713 systems and equipment to the ❑Does Not building owner or designated ❑Not Observable representative. ❑Not Applicable 9.2.2.3 Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. 11 [FI1811 lighting power is consistent with what ❑Does Not is shown on the approved lighting []Not Observable plans,demonstrating proposed watts are less than or equal to allowed ❑Not Applicable watts, 9.4.4 9.4.4 At least 75%of all permanently ❑Complies [F12011 installed lighting fixtures in dwelling []Does Not units have>=55 Im/W efficacy ora []Not Observable >=45 Im/W total luminaire efficacy. []Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) !_$.�Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Cotton On-WASHINGTON SQUARE MALL Report date: 10/11/21 Data filename: G:\Clients\Sa\Cotton On\Cot_Was_Por\Forms\Communications\Cot Was_Por.cck Page 5 of 6 Project Title: Cotton On-WASHINGTON SQUARE MALL Report date: 10/11/21 Data filename: G:\Clients\Sa\Cotton On\Cot_Was_Por\Forms\Communications\Cot Was_Por.cck Page 6 of 6 DRAWING INDEX: FOR AHJ APPROVAL STAMP: Rt-coves > OCT 2 0 2021 w C 0 T T 0 No w CITYNG I IVARD � _ � z � � BUILDING DIVISION o O o 0 �' W W K K U p QN O O O N SHEET n o 0 0 0 8 NUMBER SHEET NAME o c c g c g 00 GENERAL A-WO COVER SHEET A-001 GENERAL B LANDLORD NOTES ti A-002 RESPONSIBILITY SCHEDULE 8 SITE ACCESS PLAN A-003 ,ACCESSIBILITY COMPLIANCE A-005 ,FINISHES SQUARE , 0LISU1 ARA- D� O EWASHINGTON MALL , 1 REFLECTED CEILING PLAN _ A-103 ZONAL AREA PLAN G A-104 FINISH PLAN V A-105 FIXTURE PLAN 6 , A-106 POWER AND DATA PLAN , Lu R 0 U P 9393 SW WASHINGTON A-10REFLECTED CEILING PLAN V , A-108 SIGNAGE PLAN , Z X109 DOOR SCHEDULE RL STO ONT PLAN SQUARE RD . TIGARD , OR 97223 -MO KIDS SALES RSINTERIO ELEVATION I I I O A-300 SALES INTERIOR ELEVATIONS 1L..J1 , A300A KIDS SALES INTERIOR ELEVATIONS ' ^ A-301 FITTING ROOM PLAN AND ELEVATION v SPACE S07 "IA FITTING ROOM ELEVATIONS LS , A-302 RESERVE ELEVATIONS AAOI STANDARD DETAILS PROJECT TEAM: A402 CEILING DETAILS A-403 3D VIEWS A-500 STANDARD DETAILS TENANT: DATA(LOW VOLTAGE(: i /1 03 ELECTRICAL V � COTTON ON GROUP SNIDER SERVICES,INC E-001 ELECTRICAL NOTES B LEGENDS 461 FROM ROAD, PARAMUS, NJ 07652 400 N BRAND AVE,FL6 C: RUSSELL SNIDER E-101 ELETRICAL LIGHTING PLAN 71973.253.9393 • WW W.SARGARCH.COM GLENDALE,CA 91203 T: 714.475.3456 E-102 ELETRICAL LIGHTING PLAN CONTACT:ROB CORNEBY E: RUSSELL@SNIDERSERVICES.COM , E-201 ELETRICAL POWER PLAN E: ROBERT.CORNEBY@COTTONON.COM.AU IG , E-202 ELECTRICAL POWER PLAN ARCHITECT: FORMAN SIGNS E-301 ELETRICAL DETAILS&ONE-LINE SARGENT! *1 ARCHITECTS 10447 DRUMMOND RD. E-302 PANELSOARD SCHEDULES )� CONTRACTOR NOTE: 461 FROM ROAD PHILADELPHIA,PA 19154 E-401 ELECTRICAL SPECIFICATIONS I WRITTEN DIMENSIONS HOLD PREFERENCE SECOND FLOOR BARRY JACOBSON PARAMUS,NJ 07652 T: 215.827.6500 OVER SCALED DIMENSIONS. DO NOT SCALE C: DOUHAELLIS,RA E: BARRYJ@FORMANSIGN.COM THE DRAWINGS. THE CONTRACTORS MUST P: 973.253.9393 VISIT JOB SITE TO VERIFY ALL EXISTING F: 973.859.9373 LOCKSMITH: CONDITIONS AND DIMENSIONS BEFORE E: DELLIS@SARGARCH.COM TORRANCE LOCK AND KEY 2421 TORRANCE BLVD. SUBMITTING BIDS. REPORT ANY MEP ENGINEER: TORRANCE,CA 90501 VALIDITY OF PERMITDISCREPANCIES OF ANY CONDITIONS MPW ENGINEERING,LLC T: 310.320.8840 WHICH MAY INTERFERE WITH THE PROPER 110W.7TH STREET,SUITE 600 THE ISSUANCE OF A PERMIT EXECUTION OF THE CONTRACT TO THE TULSA,OK 74119T LOCK3s PPLIER: BASED ON CONSTRUCTION TENANTS REPRESENTATIVE. REPORT HE DOCUMENTS AND OTHER DISCREPANCIES DURING BIDDING PROCESS C: ALBERTOJTROCHE S � ASTER INC. P: 918.925.3035 2837 E CORONADO STREET E: ALBERTO.TROCHE@MPWENGINEERING.COM ANAHEIM,CA 928% DATA SHALL NOT PREVENT AND BEFORE START OF CONSTRUCTION. T: 714.632.5027 THE CODE OFFICIAL FROM CHANGE ORDERS NEED TO BE APPROVED PERMITTING CONSULTANT: REOUIRING THE CORRECTION BY CONSTRUCTION MANAGER FOR ISSUES STATE PERMITS,INC BACING; 319 ELAINES COURT t OF ERRORS.OSSC 105A ARISING FROM THE FIELD CONDITIONS OR DODGEVILLE,WI 53533 24 CENTER STREET CONFLICTS BETWEEN THE PLANS AND THE C: ERIKA AULTMAN PINE BUSH,NY 12566 PO BOX 177 P: 406.222.3333 C: JESSICA ROBINSON EXISTING CONDITIONS PRIOR TO THE E: ERIKA@PERMIT.COM P: 800.784.8080X217 COMMENCEMENT OF WORK. M: 845.389.9452 UGHTINS?CONSULTANT:, E: JR@MOBILEMEDIASTORAGE.COM ISSUE DATES LP 41 EAST 11TH STREET _SOUND EQUIPMENT: I 1 11TH FLOOR TBD NEW YORK,NY 1003 - C: DENISE LENGEMANN BUILDING DEPARTMENT: OFFICE•CC1p E: DENISEL@LPA.LIGHTING - _ . TIGARD BUILDING DEPARTMENT . J - COTTON ON LANDLORD: 13125 SOUTHWEST HALL BLVD., - - 9585 SW WASHINGTON SQUARE ROAD, TIGARD,OR 97223 _ w C♦r 1 iVAi�iJ4, _ PORTLAND,OR 97223 P:503.639.4171 FOR CODE C01111IJ42= P:(602)953-0377 503.718.2439 E:CHARLENE.SIROKMAN@MACERICH.COM •� ' ,^iENI:.B�I OQM Xonc lON SERVICES,INC. I OT� - 1 11 111E3433 39TH ST.NORTH " LAKE ELMO,MN 55042 - •- �1.` C: DAVE ODEGARDfil wfI j�^t7e_� I 'C1 O�c�l��J -- --- -_ 3 1- t.r 1,/rR� car_ �ii31Lw� P: 651.704.1725 ----- _� E: DODEGARD@RETAILCONSTRUCTION.COM . . a er -i-H- D.W LL: - 2 10107/2021 PERMIT ISSUE 1 09/28/2021 CLIENT REVIEW 0 1001 F✓4! ...} REV. DATE DESCRIPTION 7 t� M. ZL �-�- PROJECT INFORMATION: COTTON ON GROUP LL p PROJECT NAME: WASHINGTON SQUARE MALL PROJECT ADDRESS: 9393 SW WASHINGTON SQUARE' SPACE SO D.TIGARD,OR 97223 SO7 '4 a 77 TENANTSPACFLOOR COTTON�ON 11,077 S.F. TENANT SPACE NO.: S07 ®• '! - - - ep AREAS: TOTAL AREA: 11045.OB SF p 9 SALES AREA: 6426.71 SF • a Z NAREA: 4618.37 SF a WASHINGTON Y USE: EXISTING: RETAIL PROPOSED: RETAIL } ~` APPLICABLE CODES: 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) SQUARE 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE(OZERCC)ASHRAE 90.1-2016 VICINITY MAP: KEY PLAN: ABBREVIATIONS: AREA SCHEDULES: 2021 OREGON MECHANICAL SPECIALTY CODE(GMSC) MALL -_ ------ _- ----- - - - 2021 OREGON PLUMBING SPECIALTY CODE(OPSC) 2020 NFPA 70-NATIONAL ELECTRICAL CODE(NEC) A.C.T. SUSPENDED ACOUSTIC CLG TILE 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC)&AMENDMENTS A.F.F. ABOVE FINISHED FLOOR AREA SCHEDULE-METRIC+IMPERIAL 2010 ADA STANDARDS CLG. CEILING C.O.G COTTON ON GROUP _ D.C.L. DESIGN CONTROL LINE ACCESSORIEESS� 12S75W 137329 SF 1 % OCCUPANCY: M-MERCANTILE 9393 SW WASHINGTON TENANT SPACE S07 EQ EQUAL (BABY 9.64 m• 426.72 SF 5% IBODY 54.02m' 1260.68 SF 1 7% SEISMIC CATEGORY:DESIGN D SQUARE RD. TIGARD, OR 97223 FIN. FINISHED OR UNFINISHED (BOYS 51.03 m= 582.58 SF 1 7% CATEGORY: - ICOUNTER 37.78 m' 312.12 SF 1 4% CONSTRUCTION II-B SPACE S07 F.R. FIRE RATED OR RETARDANT (ENTRY 8.99 m' 9a 74 SF I 1% I TYPE: W G.L.A. GROSSM LEASABLE BO AREA IFITTING ROOM /0.30 m' 98.63 S F 5% GYP. GYPSUM WALLBOARD (FITTING ROOMS 9.1s m' 88.63 SF I 1% I G.C. GENERAL CONTRACTOR (GIRLS 73.80 W 794.33 SF 9% FIRE RESISTIVE TENANT SEPARATION WALL: 1-HOUR I.D. INTERIOR DIMENSION (MENS 147.64 m' 158921 SF I 18% REQUIREMENTS: SALES/NON-SALES WALL: 0-HOUR I.D.F. INTERNAL DISTRIBUTION FRAME (RESERVE 60.47 m' 850.905E 1 7% 1 CEILING: 0-HOUR L.L. LANDLORD OR LEASE LINE ISLEEP 8.06 m= 86.71 SF 1% r ' MATL. MATERIAL (UNUSED 103.95W 1118.87SF 13% COLUMNS: 0-HOUR WWW.COTTONON.COM * MFR. MANUFACTURER IUTILITY ROOM 53.20 m' 572.64 SF 7% I MIR. MIRROR OR MIRRORED I WINDOW DISPLAY 48.67 m' 534.63 SF 6% FIRE SPRINKLERS: FULLY SPRINKLED i NIA NOT APPLICABLE 810.57 m° 8724.86 SF 100% N NEW I N.T.S. NOT TO SCALE OCCUPANCY LOAD: SALES AREA:6426.71 SF/ 60 =108 PERSONS N.I.C. NOT IN CONTRACT O.C.A. ON CENTER NON-SALES AREA:4618.37 SF 1300 =16 PERSONS ,!{®� O.P.P. OPPOSITE TOTAL OCCUPANT LOAD: =124 PERSONS V O.M. MALL OPERATIONS MANAGER COVER SHEET OJ P.M. PROJECT MANAGER AREA scHEWLE-SALES/AaONSALES-MEDac+IMPERUL EGRESS REQUIREMENTS: EXITS: REQUIRED:2, PROVIDED:4 TTR.O. ROUGH OPENING SIM. SIMILARTYPE SqM SqF % s S.S. STAINLESS STEEL (NON SALES 429.06 W 4618.37 SF 53% WIDTH: 0.15"PER PERSON WITH SPRINKLERS STD STANDARD (SALES 381.57 m- 4106.49 SF 00 _ 810.57 m' 8724.88 SF 100% T.C. TENANT COORDINATOR MIN.DOOR WIDTH REQ'D: 36" 0 TEN TENANT ENTRY DOOR WIDTH: 300" U.N.O. UNLESS OTHERWISE NOTED SEAL 8 SIGNATURE DATE: 09/22/2021 o o V.I.F. VERIFY IN FIELD REAR DOOR WIDTH: 36" W/ WITH ,.,�.T� d T PROJECT NO: 16-COO TOTAL EGRESS DOOR WIDTH: 336" {f�lv'�•uC l' 0 W.C. WATER CLOSETS w CryJ DRAWN BY: NO COTTON ON STORE: Y 9585 SW WASHINGTON SQUARE ROAD, DEFERRED SUBMITTALS: X FIRE SPRINKLERS _FIRE ALARM X SIGNAGE CHECKED BY: RM PORTLAND,OR 97223 N 40 &� DWG.NO: Z A-000 GENERAL NOTES: FOR AHJ APPROVAL STAMP: 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SCOPE OF WORK AS DEFINED IN 35 THE ARCHITECT HAS MADE NO INVESTIGATION TO DETERMINE IF ASBESTOS OR ANY OTHER 87 LOCKED DOORS SHALL EXIT IN THE DIRECTION OF TRAVEL THE CONTRACT DOCUMENTS,INCLUDING,BUT NOT LIMITED TO,THESE CONSTRUCTION MATERIAL PRESENT IN THE EXISTING WORK,THE ARCHITECT/OWNER ASSUME NO 88 NOT USED DOCUMENTS.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROPERLY NOTIFY RESPONSIBILITY WITH REGARD TO ASBESTOS OR ANY OTHER HAZARDOUS MATERIAL NO 89 ALL PRIMARY ENTRANCES TO STORE SHALL BE MADE ACCESSIBLE TO THE HANDICAPPED. THE ARCHITECT ANY CONFLICTS ERRORS OR OMISSIONS IN THESE DRAWINGS.THE CONTRACT WARRANTY OR REPRESENTATION,EITHER EXPRESSED OR IMPLIED,IS MADE BY THESE PLANS 90 CONTRACTORS SHALL FURNISH ALL REQUIRED ACCESS PANELS WHERE NECESSARY FOR IS RESPONSIBLE FOR ALL COORDINATION BETWEEN SUBCONTRACTOR,VENDORS,ETC.AS AS TO THE SUITABILITY OF REMOVING ANY HAZARDOUS MATERIAL ALL PERSONS USING THESE ACCESS TO FIRE DAMPERS,ELECTRICAL DISCONNECTS,PUMPS,VALVES,ETC.WHERE SUCH D NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT PLANS MUST PROCEED AT THEIR OWN RISK WITH REGARD TO ALL MATERIALS INCLUDING PANELS ARE LOCATEIN A F E• WALL OR CEILING THE PANEL ASSEMBLY SHOULD DOCUMENTS.IN THE CASE OF INCONSISTENCIES OR DISCREPANCIES BETWEEN THE DRAWINGS, ASBESTOS.IF ANY MATERIAL SUSPECTED OF BEING HAZARDOUS IS ENCOUNTERED,LEAVE EQUAL THE RATING D THE ASSEMBLY PENETRATED.THE PAINTING CONTRACTOR WILL BE THE MOST STRINGENT NOTE OR CONDITION SHALL APPLY. INTACT AND UNDISTURBED AND NOTIFY THE OWNER IMMEDIATELY. RESPONSIBLE TO PAINT ALL ACCESS DOORS TO MATCH ADJACENT SURFACE. 2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VISIT THE SITE PRIOR TO 36 'TYPICAL'MEANS THAT THE SITUATION IS REPRESENTATIVE FOR SIMILAR CONDITIONS 91 CONTRACTOR TO SECURE ALL PERMITS REQUIRED BY THE FIRE AND BUILDING DEPARTMENTS PREPARING THE BID,TO VERIFY EXISTING SITE CONDITIONS DURING THE BID PHASE AND UPON THROUGHOUT THE STORE.UNLESS OTHERWISE NOTED,DETAILS ARE KEYED AND NOTED AS PRIOR TO OCCUPYING THIS SPACE COMPLETION OF THE DEMOLITION WORK(IF ANY).PRIOR TO THE START OF ANY CONSTRUCTION TIP"ONLY THE FIRST TIME THEY APPEAR gp DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK MINOR WORK THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER OF ANY 37 "HOLD"DIMENSIONS INDICATE THAT PREFABRICATED SYSTEMS ARE TO BE INSTALLED THAT UNCOVERED CONDITIONS EFFECTING THE CONSTRUCTION,FIXTURING,ETC.FIELD VERIFY ALL REQUIRED A MINIMUM DIMENSION,MAINTAIN THIS DIMENSION.THE GENERAL CONTRACTOR IS MODIFICATIONS MAY BE REQUIRED TO SUIT THE JOB DIMENSIONS OR CONDITIONS AND SHALL DIMENSIONS AND CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.THE CONTRACTOR SHALL RESPONSIBLE FOR CONTACTING ALL SUBCONTRACTORS AND VENDORS TO COORDINATE BE INCLUDED AS PART OF THE WORK BE RESPONSIBLE FOR COSTS INCURRED IF THE OWNER IS NOT NOTIFIED IN A TIMELY MANNER. CONSTRUCTION REQUIREMENTS.DELIVERY SCHEDULE,ETC. 93 DETAIL DRAWINGS AND INSTRUCTIONS:IF WORK IS REQUIRED IN A MANNER THAT MAKES IT 3 IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAINTAIN COMPLIANCE WITH 38 'SIM'SHALL MEAN COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED.VERIFY IMPOSSIBLE TO PRODUCE: INSURANCE REQUIREMENTS OF THE TENANT AND LANDLORD AS STIPULATED IN THE CONTRACT DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS. 94.1 FIRST CLASS WORK,OR SHOULD DISCREPANCIES APPEAR AMONG CONTRACTUAL DOCUMENTS, DOCUMENTS. 39 ALL ITEMS SHOWN AS FURNISHED BY OWNER REQUIRE G.C.COORDINATION. REQUEST INTERPRETATION BEFORE PROCEEDING WITH WORK IF G.C.FAILS TO MAKE SUCH 4 THE GENERAL CONTRACTOR SHALL MAINTAIN A CONSTRUCTION SET ON-SITE AT ALL TIMES.AT 40 ALL EXISTING WALLS AND/OR COLUMN COVERS,AND EXISTING SLABS TO REMAIN SHALL BE REQUEST,NO EXCUSE WILL THEREAFTER BE ENTERTAINED FOR FAILURE TO CARRY OUT WORK THE COMPLETION OF THE PROJECT THE GC SHALL PROVIDE THE AS-BUILT SET TO THE OWNER REPAIRED AND PATCHED AS REQUIRED TO COMPLY WITH LOCAL CODES,LANDLORD IN A SATISFACTORY MANNER 5 SUBSTITUTIONS WILL NOT BE ALLOWED UNLESS REQUESTED IN WRITING TO OWNER WITHIN TEN REQUIREMENTS AND FINISHING REQUIREMENTS, 94.2 SHOULD CONFLICT OCCUR IN OR BETWEEN DRAWINGS OR SPECIFICATIONS,G.C,IS DEEMED TO DAYS OF CONTRACT AWARD.APPROVAL MUST BE IN WRITING. HAVE ESTIMATED ON MORE EXPENSIVE WAY OF DOING WORK UNLESS HE SHALL HAVE ASKED 41 DO NOT SUPPORT ANY CONSTRUCTION FROM THE LANDLORDS STRUCTURE OR PENETRATE ANY 6 ALL WORK COMPLETED UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE FLOOR SLABS WITHOUT APPROVAL FROM THE LANDLORD PRIOR TO CONSTRUCTION.NO FOR AND OBTAINED WRITTEN DECISION BEFORE SUBMISSION OF PROPOSAL E WHICH IM CONSTRUCTION DOCUMENTS,THE CONSTRUCTION CRITERIA OF THE LANDLORD,AND SHALL DUCTWORK LIGHTING OR SPRINKLERS ARE TO BE HUNG DIRECTLY FROM THE ROOF DECK METHOD MATERIALS WILL BE REQUIRED.G.C.SHALL INFORM ARCHITECT MMEDIATELY IF SATISFY ALL APPLICABLE CODES,ORDINANCES AND REGULATIONS HAVING JURISDICTION.ANY INTERMEDIATE FRAMING IS REQUIRED TO PRIMARY FRAMING.DO NOT SUSPEND ANY ITEMS SUCH CONFLICT BETWEEN DRAWINGS OR SPECIFICATIONS OCCUR. _ MODIFICATIONS TO THE WORK REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED BY THE FROM THE BOTTOM CHORD OF ROOF JOIST AND JOIST GIRDERS WITHOUT PRIOR WRITTEN 95 CONNECTIONS:ALL ATTACHMENTS,CONNECTINS,OR FASTENINGS OF ANY NATURE ARE TO BE GENERAL CONTRACTOR FOLLOWING WRITTEN NOTIFICATION TO THE ARCHITECT&OWNER APPROVAL OF STRUCTURAL ENGINEER OF RECORD FOR BUILDING. PERMANENTLY SECURED IN CONFORMANCE WITH BEST PRACTICE;G.C.IS RESPONSIBLE FOR CHANGES IN THE SCOPE OF WORK REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED BY 42 THE CONTRACTOR SHALL MAINTAIN,FOR THE ENTIRE DURATION OF THE WORK ALL EXITS,EXIT PROVIDING THEM ACCORDING TO THESE CONDITIONS.DRAWINGS SHOW ONLY SPECIAL THE GENERAL CONTRACTOR FOLLOWING WRITTEN NOTIFICATION TO THE OWNERIARCHITECT. REQUIREMENTS TO ASSIST G.C.;THEY DO NOT ILLUSTRATE EVERY SUCH DETAIL LIGHTING,FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE ��■ �� CHANGES IN THE SCOPE OF WORK REQUIRED BY SUCH AUTHORITIES SHALL ONLY BE C96 VERIFY LOCATION AND SIZE OF ALL OPENINGS WITH ALL DRAWINGS AND MANUFACTURED ITEMS CODES AND ORDINANCES. 1 CONSIDERED FOR CHANGE ORDERS IF SUBMITTED IN WRITING PRIOR TO ANY PERFORMANCE OF 43 DURING ALL PHASES WORK DO NOT DISTURB THE DELIVERED AND FUNCTIONS OF ADJACENT WHERE APPLICABLE. THE WORK. AND NEIGHBORING TENANTS.COORDINATE WITH LANDLORD REPRESENTATIVE. 97 VERIFY INSERTS AND EMBEDDED ITEMS WITH ALL APPLICABLE DRAWINGS BEFORE POURING 7 THE GENERAL CONTRACTOR IS REQUIRED TO PROVIDE A SUBCONTRACTOR LIST WITHIN TEN CONCRETE 44 PROVIDE NON-COMBUSTIBLE BLOCKING AND/OR SUPPORT FRAMING TO ASSURE A COMPLETE _ DAYS OF THE CONTRACT AWARD. 98 ALL GLASS AND GLAZING SHALL CONFORM WITH ALL APPLICABLE CODES AND WITH U.S. INSTALLATION OF FINISHES,TRIM AND MILLWORK AS INDICATED IN THE DOCUMENTS REQUIRED 8 OSHA REQUIREMENTS SHALL BE INCORPORATED INTO THE SCOPE OF WORK EVEN THOUGH BY THE OWNER PRODUCT MANUFACTURER'S AND AS REQUIRED FOR PROPER INSTALLATION. CONSUMER PRODUCT SAFETY COMMISSION REQUIREMENTS.GLAZED OPENINGS LESS THAN 1$ THEY MAY BE LISTED SEPARATELY.SHORE AND BRACE ALL EXCAVATIONS IN ACCORDANCE WITH PROVIDE ADEQUATE BLOCKING AS REQUIRED TO SUPPORT ELECTRIC WATER COOLER,FOR INCHES ABOVE ADJACENT FLOOR SHALL BE TEMPERED GLASS APPROVED FOR IMPACT HAZARD. THE CITY,STATE AND OSHA REQUIREMENTS. BASE AND UPPER WALL CABINETS,LAVATORIES,TOILET FIXTURES,AND ACCESSORIES, 99 LATHING,PLASTERING AND GYPSUM DRYWALL SHALL CONFORM WITH THE APPLICABLE 9 THESE GENERAL NOTES SHALL APPLY TO ALL DRAWINGS AND GOVERN UNLESS OTHERWISE ELECTRIC PANELS,ACCESS LADDER,ETC. BUILDING CODE.GYPSUM DRYWALL FASTENERS SHALL BE INSPECTED AND APPROVED BY THE `J NOTED.THE GENERAL CONTRACTOR SHALL ALSO REFERENCE THE NOTES ON EACH DRAWINGBUILDING DEPARTMENT BEFORE JOINTS ARE TAPED.ALL DRYWALL SHALL BE 5/8"THICK TYPE SHEET AND INCORPORATE SUCH INTO THE SCOPE OF THE WORK 45 THE GENERAL CONTRACTOR SHALL CONFIRM ALL LOCATIONS FOR BLOCKING FOR ALL FIXTURES AND CASEWORK AS REQUIRED BY THE FIXTURE MANUFACTURER 'X',UNLESS NOTED OTHERWISE USE 5/8"GREENBOARD AT DAMP LOCATIONS. 10 ANY WORK INVOLVING THE CUTTING,PENETRATION THROUGH,NEW ROOF PENETRATIONS, 46 REMOVE ALL EXISTING CONSTRUCTION WHICH INTERFERES WITH THE WORK SHOWN ON THESE 100 IN ALL INSTANCES,PROVIDE ISOLATION OF ALUMINUM FROM ADJACENT STEEL. TRENCHING OR MODIFICATION OF STRUCTURAL ELEMENTS OF THE BUILDING SHELL,OR THE DRAWINGS.PATCH THE SUBFLOOR TO A UNIFORM LEVEL AS REQUIRED TO ACCOMMODATE THE 101. PENETRATION OF PLUMBING THROUGH FLOORS SHALT. BE SEALED WITH NON-HARDENING INTERRUPTION OF LANDLORD/BASE BUILDING UTILITY SYSTEMS,ETC.SHALL BE COORDINATED NEW FLOORING NEW FLOOR SLOPE AND REPORT ANY DISCREPANCIES TO THE OWNER AND SEALANT OR GASKET. WITH THE LANDLORD PRIOR TO THE COMMENCEMENT OF WORK.IF SO STIPULATED IN THE ARCHITECT. 102. FURNISH ALL NECESSARY BACKING AND FRAMING FOR WALL MOUNTED METAL LIGHT FIXTURES LANDLORD'S DESIGNATED SUBCONTRACTOR SHALL BE CONTRACTED TO PERFORM THE WORKMIRRORS AND ALL OTHER ITEMS REQUIRING SAME. 47 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE OWNER'S FIXTURE IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO BE FAMILIAR WITH ALL OF THE VENDOR STOREFRONT VENDOR AND SIGN CONTRACTOR FOR COORDINATION OF ALL WORK 103. COORDINATION IN ADDITION TO GENERAL COORDINATION,COORDINATE THE INTERFACING OF �� v REQUIREMENTS OF THE LANDLORDS CONSTRUCTION CRITERIA TO SECURE PERMISSION AS INVOLVED.CONTACT OWNER FOR COORDINATION. ALL ITEMS WHICH RELATE TO THE MALL BUILDING AND WHICH ARE COVERED BY SEPARATE REQUIRED BY THE LANDLORD,AND TO ONLY OPERATE DURING HOURS DESIGNATED BY THE 461 FROM ROAD, PA R AM U S, NJ 07652 LANDLORD. 48 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL UTILITY CONTRACT. T1973.253.9393 • WWW.SARGARCH.COM 11 ALL FINISHES MUST MEET FLAME SPREAD RATINGS AND SMOKE DEVELOPED RATIO REQUIRED COMPANIES AND PERFORMING ALL WORK REQUIRED BY THEM.THE CONTRACTOR IS 104. ALL POWER-ACTUATED PINS/ANCHORS SHALL BE'RAMSET"#2230 AT 32"O.C.FOR INTERIOR, BY CODE:FOR SPACES PROTECTED BY A SPRINKLER SYSTEM:CLASS C111(76-200 SMOKE RESPONSIBLE FOR PROPER COMPACTION OF UTILITY TRENCHES,BOTH INTERIOR AND NON-LOAD BEARING PARTITIONS PER ICBO#1639. DEVELOPED RATIO)FOR UNSPRINKLERED SPACES:CLASS An(0.25 SMOKE DEVELOPED RATIO) EXTERIOR THE CONTRACTOR SHALL PAY FOR AND OBTAIN ALL PERMITS AND CERTIFICATES OF 105. DIMENSIONS SHOWN ON FLOOR PLANS ARE TO FACE OF FINISHED WALLS,COLUMN,GRID LINES ABOVE CEILING SPACES:NON-COMBUSTIBLE MATERIALS ONLY.IT SHALL BE THE RESPONSIBILITY OCCUPANCY. AND FACE OF METAL STUD PARTITIONS AS INDICATED ON DRAWINGS. OF THE GENERAL CONTRACTOR TO SUBMIT FLAME SPREAD RATING INFORMATION TO THE 49 THE G.C.IS RESPONSIBLE FOR VERIFYING AND PRICING ALL ADA.REQUIREMENTS PRIOR TO 106_ UNLESS OBVIOUSLY SHOWN,DOOR LOCATION NOT LOCATED BY DIMENSION SHALL BE CONTRACTOR NOTE: LOCAL BUILDING OFFICIAL IF SO REQUESTED. BUILDING. CENTERED BETWEEN WALLS AND SHALL BE LOCATED(4')FOUR INCHES FROM THE FINISH WALL WRITTEN DIMENSIONS HOLD PREFERENCE 12 THE GENERAL CONTRACTOR SHALL PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING 50 UNLESS OTHERWISE INDICATED,EACH SUBCONTRACTOR AND GENERAL CONTRACTOR IS TO THE EDGE OF DOOR BUCK OF NOT LESS THAN 3-A,40B.0 WITH A SEVENTY-FIVE FOOT TRAVEL DISTANCE TO ALL PORTIONS RESPONSIBLE FOR ADEQUATELY BRACING AND SUPPORTING ALL ITEMS FROM THE ROOF 107. ALL EXTERIOR WALL OPENINGS,FLASHING,COUNTER-FLASHING AND EXPANSION JOINTS SHALL OVER SCALED DIMENSIONS. DO NOT SCALE OF THE TENANT SPACE OR AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. STRUCTURE FOR GRAVITY LOADS AND TO RESIST SEISMIC MOVEMENTS AS REQUIRED BY ALL BE CONSTRUCTED IN SUCH A MANNER TO BE WEATHERPROOF. THE DRAWINGS.THE CONTRACTORS MUST 13 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING IN AND VERIFYING ALL APPLICABLE CODES.(ANY BRACING W/A SIGNIFICANT VISUAL IMPACT IS SUBJECT TO 108. PROVIDE LATERAL BRACING FOR ALL NEW SUSPENDED CEILINGSISOFFITS WERE REQUIRED) VISIT JOB SITE TO VERIFY ALL EXISTING SHIPMENTS OF OWNER SUPPLIED MATERIALS.THIS INCLUDES VERIFYING PACKING LISTS ARCHITECTURAL REVIEW AND APPROVAL).THIS INCLUDES BUT IS NOT LIMITED TO ALL ITEMS PER DETAILS AND ALL APPLICABLE CODES.LIGHT FIXTURES INSTALLED IN SUSPENDED CEILINGS CONDITIONS AND DIMENSIONS BEFORE AGAINST ORDER FORMS AND BILLS OF LADING.THE CONTRACTOR SHALL MAINTAIN AN BRACED TO,SUSPENDED FROM,OR SUPPORTED BY ROOF STRUCTURE. SHALL BE SECURED TO MAIN AND/OR CROSS RUNNERS WITH CUPS(WHERE REQUIRED). ENVELOPE CLEARLY MARKED"PACKING SLIPS'FOR ALL LABELING PACKING SLIPS,USER 51 LOCKS TO THE STOCK ROOM AND FITTING ROOMS TO BE SUPPLIED BY G.C. 109. ALL SUSPENDED CEILINGS SHALL COMPLY WITH ALL APPLICABLE CODES. SUBMITTING BIDS. REPORT ANY MANUALS,WARRANTY INFORMATION,AND PAPERWORK UPON COMPLETION OF THE PROJECT, 52 G.C.TO ENSURE GROUT COLOR FOR TILES TO BE AS SPECIFIED ON FINISHES SCHEDULE DISCREPANCIES OF ANY CONDITIONS THIS ENVELOPE SHALL BE GIVEN TO THE OWNER. 53 DELETED WHICH MAY INTERFERE WITH THE PROPER 14 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DAILY CLEANUP OF THE PROJECT 54 TILER TO ENSURE ALL CUT TILES TO BE INSTALLED AT THE PERIMETER OF TENANCY AND TO BE EXECUTION OF THE CONTRACT TO THE SITE AS WELL AS THE FINAL CLEANUP JUST PRIOR TO TURNOVER ALL TOOLS,MACHINERY, EQUAL ON EITHER SIDE.FULLTILES TO START AT FRONT OF STORE. TENANTS REPRESENTATIVE. REPORT EQUIPMENT AND MATERIALS SHALL BE REMOVED AND THE PREMISES SHALL BE LEFT IN A NEAT 55 DELETED DISCREPANCIES DURING BIDDING PROCESS AND ORDERLY MANNER 66 G.C.TO PROVIDE.25'STAINLESS STEEL ANGLE BETWEEN COTTON ON AND MALL FLOOR 15 UPN COMPLETION OF THE PROJECT THE GENERAL CONTRACTOR SHALL DELIVER TO THE FINISHES. AND BEFORE START OF CONSTRUCTION. OWNER A COPY OF THE CERTIFICATE OF OCCUPANCY AND THE ORIGINAL SHALL BE FRAMED 57 G.C.MUST CONTACT LOCKSMITH SEVEN DAYS PRIOR TO HANDOVER FOR LOCK INSTALLATION. CHANGE ORDERS NEED TO BE APPROVED AND ATTACHED TO WALL IN STOCK ROOM(LOCATION TBD BY OWNER). BY CONSTRUCTION MANAGER FOR ISSUES 16 THE GENERAL CONTRACTOR SHALL PREPARE A BID TO PROVIDE ANY ITEMS LISTED AS 58 DEIFIED LANDLORD RESPONSIBILITY BUT NOT EXISTING ON-SITE.PROVIDE A SINGLE LINE ITEM ON FINAL 59 STOCK ROOM SAFE TO BE SUPPLIED BY COTTON ON AND TO BE BOLTED TO FLOOR AT BASE OF ARISING FROM THE FIELD CONDITIONS OR BID SUBMISSION. CABINET-SEE NEW WORK PLAN FOR LOCATION CONFLICTS BETWEEN THE PLANS AND THE 17 THE ARCHITECT HAS ENDEAVORED TO SPECIFY AND/OR INDICATE MATERIALS THAT DO NOT 60 HOOKS FOR STAFF TO BE SUPPLIED AND INSTALLED BY G.C.AT 66"A.F.F.,WITH SHELVING EXISTING CONDITIONS PRIOR TO THE CONTAIN HAZARDOUS MATERIALS OR ITEMS IN VIOLATION OF APPLICABLE CODES AND LAWS OR ABOVE. COMMENCEMENT OF WORK. REASONABLE RETAIL BUILDING PRACTICES.ALL CONTRACTORS,SUBCONTRACTORS AND 61 NEW LOCK TO STOCK ROOM DOOR PROVIDED BY LOCKSMITH.G.C.TO DRILL HOLES FOR LOCKS VENDORS SHALL LIKEWISE ENDEAVOR TO PROVIDE MATERIALS THAT DO NOT CONTAIN AND COORDINATE LOCATIONS WITH LOCKSMITH. ISSUE DATES HAZARDOUS COMPONENTS.NOTIFY THE ARCHITECTIOWNER OF ANY MATERIALS SPECIFIED OR 62 DELETED INDICATED FOR USE ON THE PROJECT SITE THAT CONTAIN HAZARDOUS MATERIALS ANDIOR 63 G.C.TO APPLY SILICONE ON ALL SIDES OF FITTING ROOM MIRRORS FLUSH WITH EDGE OF ASBESTOS. MIRROR TO PREVENT TAG CONCEALMENT. 18 WORK TO BE PERFORMED UNDER THIS CONTRACT IS DEFINED BY ALL INFORMATION INCLUDED 64 ALL LIGHTING TO SHOP FLOOR TO BE SUPPLIED BY COTTON ON THROUGH LIGHTING SUPPLIER. IN THIS SET OF DOCUMENTS.CONTRACTOR SHALL BE FAMILIAR AND FOLLOW ALL G.C.TO RELAMP EXISTING FIXTURES AS NEEDED.G.C.TO PROVIDE EMERGENCY,EXIT, CONSTRUCTION DRAWINGS&OWNER PROVIDED SPECIFICATIONS STOCKROOM&BATHROOM LIGHTING 19 ALL LABOR,MATERIALS,FINISHED EQUIPMENT AND THE FINAL FINISHED PROJECT AS INDICATED 65 AUDIO EQUIPMENT TO BE SUPPLIED AND INSTALLED BY G.G.OR LOW VOLTAGE CONTRACTOR, BY THE PLANS,SPECIFICATIONS,AND OTHER CONTRACT DOCUMENTS SHALL BE SUPPLIED BY UNLESS NOTED OTHERWISE. THE CONTRACTOR AS PER GOVERNING STATE AND LOCAL CODES AND ANY AND ALL OTHER 66 C.O.G.PROVIDED 12'SECURITY MIRROR TO BE ANGLED TOWARDS STOCK G.C.TO INSTALL 4" REGULATIONS AND CODES HAVING LOCAL JURISDICTION,AND ALL WORK AS REQUIRED BY BELOW THE CEILING. INSPECTION AGENCIES HAVING JURISDICTION. 67 DATA CABLES SHALL BE ORDERED BY COTTON ON AND DELIVERED TO THE MDF.PHONE 20 THESE DRAWINGS ARE PREPARED FOR PURPOSES OF CONSTRUCTION ONLY.THESE DRAWINGS NUMBERS AND CABLING INFORMATION SHALL BE FORWARDED TO C.O.G.PROJECT MANAGER ARE NOT TO BE USED FOR MAINTENANCE PURPOSES AS ACTUAL CONDITIONS MAY VARY FROM 68 ELECTRICIAN SHALL PATCH DATA CABLE LINES FROM ELECTRICAL PANEL IN STOCKROOM TO THOSE SHOWN ON DRAWINGS DUE TO CHANGE ORDERS,ALTERATIONS BY OTHERS,FIELD SHOP COUNTER PRIOR TO COTTON ON SETUP DAY&TEST TO VERIFY FUNCTIONALITY. CONDITION,ETC. ELECTRICIAN TO SIGN OFF WHEN COMPLETE. 21 THESE DRAWINGS AND RELATED DOCUMENTS DETAIL THE WORK FOR THIS SPECIFIC STORE 69 ELECTRICIAN TO INSTALL 2 DATA CABLES TO BE LOCATED ON LEFT HAND SIDE AT BACK OF INDICATED BY JOB NUMBER AND LOCATION.THESE DOCUMENTS REMAIN THE PROPERTY OF COUNTER TO POINT INDICATED.EACH LINE IS M BE LABELED WITH EITHER ADSL",'PHONE"OR COTTON ON USA AND MAY NOT BE USED FOR ANY OTHER PROJECT OF PURPOSE WITHOUT "MODEM'ALONG WITH PHONE NUMBER FOR POINT,NEXT TO EACH PORT. WRITTEN AUTHORIZATION OF THE ARCHITECT. 70 ELECTRICIAN SHALL REPORT TO STORE DEVELOPMENT AND TAKE OWNERSHIP OF ALL 12 DO NOT SCALE DRAWINGS 23 EXISTING WORK WITH PRIOR WRITTEN APPROVAL OF OWNER AND THE RETURN OF PROPER TELECOMMUNICATION FAULTS. 71 DELETED CREDIT,EXISTING WORK WHICH FITS THE SCHEME MAY BE REUSED.ALL OTHER WORK SHALL BE NEW UNLESS NOTED ON DRAWINGS. 72 DELETED 2 10/07/2021 PERMIT ISSUE 24 AIR CONDITIONING MAINTENANCE FOR STORES WITH EXISTING UNITS:G.C.SHALL CHANGE THE 73 IF SECURITY LINE IS INSTALLED IT IS NOT TO BE USED ON A DSL LINE. 1 09/28/2021 CLIENT REVIEW FILTER WITHIN THE UNIT.G.C.SHALL VERIFY THRU TESTING THAT THE UNIT EFFECTIVELY COOLS 74 G.C.TO PROVIDE FLOOR OUTLET FOR POWER TO SAFE IN STOCKROOM. AND HEATS ALL OF THE EXISTING SPACES.IF THE UNIT IS NOT OPERATING PROPERLY G.C.TO 75 G.C.TO PROVIDE FIRE EXTINGUISHER IN ACCORDANCE WITH LOCAL REGULATIONS. REV. DATE DESCRIPTION CONTACT C.O.G.PROJECT MANAGER G.C.TO VERIFY EXISTING HVAC SYSTEM MEETS WITH THE 76 BUILDING ELEMENTS SHALL BE CONSTRUCTED OF NONCOMBUSTIBLE MATERIALS AS REQUIRED. APPLICABLE CODES AND TO VERIFY THAT IT IS APPROVED TO REMAIN BY BOTH THE MALL 77 PENETRATIONS OF FIRE-RESISTIVE WALLS,FLOOR CEILING AND ROOF-CEIUNG ASSEMBLIES LANDLORD AND THE LOCAL BUILDING DEPARTMENT.G.C.RESPONSIBLE FOR PROCURING ANY SHALL BE PROTECTED AS REQUIRED.SUFFICIENT FOR THE OCCUPANCY LOAD PER APPLICABLE COTTON ON GROUP REQUIRED UPGRADE TO EXISTING SYSTEM. CODE 25 IF REQUIRED AND NOT PROVIDED BY LANDLORD,THE GENERAL CONTRACTOR SHALL INSTALL A 78 G.C.TO VERIFY EXISTING STOREFRONT IS SAFETY GLAZED. CONSTRUCTION BARRICADE AT THE STOREFRONT,INCLUDING INSTALLATION OF GRAPHICS,AND 79 G.C.TO VERIFY EXISTING FIRE ALARM AND SPRINKLER SYSTEMS MEET WITH THE CURRENT FINISH AS DICTATED BY OWNER AND GOVERNING AUTHORITIES HAVING JURISDICTION.INSTALL DUST PROOF POLYETHYLENE BARRIER INSIDE LINE OF THE BARRICADE AFTER REMOVAL APPLICABLE FERE CODE AND VERIFY THEY ARE APPROVED TO REMELT BY BOTH THE MALL LANDLORD AND THE LOCAL BUILDING DEPARTMENT.G.C.RESPONSIBLE FOR PROCURING ANY THE BARRICADE,THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL BLACK PLASTICIC OR REQUIRED UPGRADE TO EXISTING SYSTEM. BROWN CRAFT PAPER ON THE INSIDE FACE OF THE STOREFRONT GLASS.INSTALL FROM THE TOP OF THE BASE TO 8!-W A.F.F.MIN. 80 ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES.REFER TO 26 ALL GYPSUM BOARD SHALL BE 5/8"TYPE"X' TITLE SHEET AND PROJECT DATA FOR ALL APPLICABLE CODES. COTTOROON 27 PROVIDE DRYWALL CORNER TRIM AT ALL EXPOSED EDGES AND CORNERS 81 GENERAL CONDITIONS:THE GENERAL CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION 28 GENERAL CONTRACTOR SHALL VERIFY THAT DEMISING WALLS EXTEND TO STRUCTURE ABOVE OF THE ALA GENERAL CONDITIONS. AND ALL PENETRATIONS ARE SEALED TIGHT,AND SHALL PROVIDE ALL WORK REQUIRED TO 82 THE G.C.SHALL VISIT THE SITE,VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AND NOTIFY CORRECT DEFICIENT CONDITIONS. THE ARCHITECT AND CHARLOTTE HOLDINGS OF ANY DISCREPANCIES.THE TENANT G.C.SHALL 29 ALL WALL FRAMING NOT BRACED TO DEMISING WALLS SHALL BE SECURED OR DIAGONALLY VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS,INCLUDING UTILITIES BRACED AT 4'-0'O.C. 83 THE G.C.C.SHALL CAREFULLY EXAMINE THE SITE AND SHALL THOROUGHLY FAMILIARIZE HIMSELF PRIORTHE SUBMISSION N BIOS. WASHINGTON 30 DEMISING WALLS ARE NOT DESIGNED TO ACCOMMODATE LOADING.ALL FIXTURES MUST BE SUPPORTED BY THE FLOOR OR NEW WALL CONSTRUCTION. WITH ALL EXISTING CONDITIONS WITHIN THE SCOPE OF THIS WORK DATA IN THE SPECIFICATIONS AND THE DRAWINGS AREAS ACCURATE , POSSIBLE,BUT ARE NOT SQUARE 31 ALL FRAMING LUMBER,PLYWOOD,AND CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED GUARANTEED.THE G.C.SHALL VERIFY LOCATIONS,LEVELS,DISTANCES,AND FEATURES OF THE (FRT). SITE AND RELATED IMPROVEMENTS THAT MAY AFFECT THE WORK BY ACT OF SUBMITTING A BID, 32 PROVIDE FRT WOOD BLOCKING FOR ALL SIGNS,HOOKS,TOILET ROOM ACCESSORIES AND ANY THE G.C.IS DEEMED TO HAVE MADE SUCH EXAMINATION AND TO HAVE EXAMINED ALL OTHER WALL MOUNTED EQUIPMENT. ARCHITECTURAL,MECHANICAL,STRUCTURAL AND ELECTRICAL DRAWINGS,AND TO HAVE MADE MALL 33 ANY DRILLING,WELDING OR OTHER ATTACHMENT TO THE STRUCTURAL SYSTEM SHALL BE ALLOWANCE THEREOF IN PREPARING HIS BID.NO EXTRA CHARGES WILL BE CONSIDERED FOR SUBJECT TO APPROVAL BY THE LANDLORD PRIOR TO THE COMMENCEMENT OF SUCH WORK COSTS RESULTING FROM FAILURE TO COMPLY WITH THE ABOVE. 34 ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE CITY AND STATE CODES AND 84 SIGNAGE IS SUBJECT TO SEPARATE PERMITS AND MALIILANDLORD/TENANT COORDINATION STANDARDS. APPROVAL,WHICH SHALL BE THE RESPONSIBILITY OF THE INSTALLING SIGNAGE CONTRACTOR. SIGNAGE VENDOR SHALL PROVIDE SHOP DRAWING FOR APPROVAL 85 ALL EXIT DOORS SHAM.BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT,NO DEADBOLTS,NO SLIDING BOLTS,ETC. 9393 SW WASHINGTON 86 LATCHING AND LOCKING DOORS IN A PATH OF TRAVEL SHALL BE OPERATED WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE,PANIC BARS,PUSH-PULL ACTIVATING BARS OR OTHER (� n ('� Q �}�} HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT THE ABILITY TO GRASP THE OPENING SQUARE R D. T I GAR D y O R 97 L L 3- HARDWARE. SPACE S07 WWW.COTTONON,COM GENERAL & LANDLORD NOTES SEAL&SIGNATURE DATE: 09/22/2021 h PROJECT NO: 16-COO DRAWN BY: VG Cti CHECKED BY: RM ROBERTJ.S DWG.NO: ok-* �o A-001 - 0 F 100A�r' RESPONSIBILITY SCHEDULE: FOR AHJ APPROVAL STAMP: O U W O U W U J O - - U J U _ O } } } } } } _ r } } } __- m m m--_- m m m== m co m m m m - r 2 2 2 J J _ Z y N m J J 2 _ co co co J J J _ _ ZZ z QQQ r zzz --- Q ¢ a r rrr = cn rrr=_= �n cr ITEM LL LL LL = `" `�' `" w REMARKS ITEM > > z z z>__ x z z z -- — LL LL LL -- _ w REMARKS AGENERAL - PERMITTING AND FEES • - ! - A.C.EQUIPMENT ROOFTOP HEAT PUMP • BARRICADE(PAINTED) • i BY'BOSTON BARRICADE' SUPPLEMENTAL A.C.EQUIPMENT • BARRICADE SIGNAGE • _ ! = BY SIGN CONTRACTOR.G.C.TO COORDINATE ( RTU SCREENS - • - CLEANING,TRASH REMOVAL DUMPSTER •=' I (! _- ( A.C.WIRE&CONNECTIONS TEMPORARY TELEPHONE 1 FAX/DIGITAL CAMERA • _- i - ( HN A.C.EQUIPMENT STRUCTURAL SUPPORT TEMPORARY POWER/LIGHTS ! __ • __ ( DIFFUSERS&GRILLES _ (• • DEMOLITION ( {! A. ENTRANCES AND EXITS: G. CONTROLS & OPERATING MECHANISMS: M. NOTIFICATION APPLIANCES FOR THE HEARING IMPAIRED: R. MULTIPLE ACCOMODATION SANITARY FACILITIES (CONTINUED): FOR AHJ APPROVAL STAMP: 1. ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO 1. NOT USED NOTE: IF EMERGENCY WARNING SYSTEMS ARE PROVIDED,THEY SHALL INCLUDE BOTH AUDIBLE ALARMS AND VISUAL ALARMS COMPLYING 17'-18' PERSONS WITH DISABILITIES WITH NFPA 72 AND CHAPTER 9,SECTION 907.9.1 AND 907.9.2 36'MIN. \\ .�6' ' 2. DURING PERIODS OF PARTIAL OR RESTRICTED USE OF A BUILDING OR FACILITY,THE ENTRANCES USED FOR PRIMARY ACCESS 1 APPROVED NOTIFICATION APPLIANCES FOR THE HEARING AND VISUAL IMPAIRED SHALL BE INSTALLED IN ACCORDANCE WITH THE Cy f'II ' X SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES. H. SPACE ALLOWANCE & REACH RANGES: PROVISIONS OF NEPA 72 IN THE FOLLOWING AREAS: 30'k48" I[-•-III IL NOTES: 3. RECESSED DOORMATS SHALL BE ADEQUATELY ANCHORED TO PREVENT INTERFACE WITH WHEELCHAIR TRAFFIC. A. RESTROOMS CLEAR 1. LAVATORY FIXTURES-A CLEAR FLOOR SPACE 30 4. EVERY REQUIRED EXIT DOORWAY SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES,SHALL HAVE A MINIMUM CLEAR 1.THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE A SINGLE,STATIONARY WHEELCHAIR �; CORRIDORS i ii J INCHES BY48 INCHES.SHALL BE PROVIDED IN FRONT OPENING OF 32 INCHES,AND SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH MUSIC PRACTICE ROOMS FLOOR I OF A LAVATORY TO ALLOW A FORWARDAPPROACH. AND NOT LESS THAN 6'-8'IN HEIGHT. AND OCCUPANT IS 30 INCHES BY 48 INCHES. THE MINIMUM CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY D. HAND ROOMS SPACE BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT.CLEAR FLOOR OR GROUND SPACE FOR E. GYMNASIUMS z SUCH CLEAR FLOOR SPACE SHALL ADJOIN F. MULTIPURPOSE ROOMS WHEELCHAIRS MAY BE A PART OF THE KNEE SPACE REQUIRED UNDER SOME OBJECTS. I ? O TENDI AP AN ACCESSIBLE ROUTE AND SHALL NOT 2.ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE FOR A WHEELCHAIR SHALL ADJOIN OR G. OCCUPATIONAL SHOPS 80"DIA. ! I EXTENDINTO KNEE AND TOE SPACE UNDERNEATH H. OCCUPIED ROOMS WHERE AMBIENT NOISE IMPAIRS HEARING OF FIRE ALARM I e THE LAVATORY. B. DOORS: OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR SPACE.IFACLEAR FLOOR OR I. LOBBIES _____ CLEAR I \ 1. DOOR HANDLES,PULLS,LATCHES LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE SHALL NOT GROUND SPACE IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES,ADDITIONAL J. MEETING ROOMS FLOOR L--_---I REQUIRE TIGHT GRASPING TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. MANUALLY OPERATED BOLTS OR SURFACE MANEUVERING CLEARANCES SHALL BE PROVIDED. K. ANY OTHER AREA FOR COMMON USE SPACE 1-1 --- 2.MIRRORS SHALL BE MOUNTED WITH THE BOTTOM BOLTS ARE NOT PERMITTED. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 3.THE SPACE REQUIRED FOR A WHEELCHAIR TO MAKE A 180 DEGREE TURN IS A CLEAR SPACE OF 60"DIAMETER OR / z EDGE NOHIGHER THAN 40 INCHES FROM THE FLOOR 2. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE INAPATCHOFTRAVELSHALLBEOPERABLEWITHA AT-SHAPED SPACE. N. ADDITIONAL MISCELLANEOUS REQUIREMENTS: : SINGLE EFFORT BY LEVER TYPE HARDWARE,BY PANIC BARS PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO 4.THE MINIMUM CLEAR WIDTH REQUIRED FORA WHEELCHAIR TO TURN AROUND AN OBSTRUCTION SHALL BE 36 INCHES �? 3.TOILET TISSUE DISPENSER SHALL BE LOCATED ON WHERE THE OBSTRUCTION IS 48 INCHES OR MORE IN LENGTH AND 42 INCHES AND 48 INCHES WHERE THE THE WALLWITHIN 12 INCHES OF THE FRONT EDGE OF PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPERATING HARDWARE. 1. NOT USED 3. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34'AND 48'ABOVE THE FLOOR, OBSTRUCTION IS LESS THAN 48 INCHES IN LENGTH. ,'L THE TOILET SEAT.DISPENSERS THAT CONTROL 5.THE MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR PASSAGE SHALL BE 32 INCHES AT A POINT AND 36 DELIVERY OR THAT DO NOTPERMIT CONTINUOUS 4. WHEN INSTALLED DOORWAYS SHALL HAVE A MINIMUM CLEAR OPENING 32 INCHES WITH THE DOOR OPEN 90 DEGREES. 32'MIN. 18" 5. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR THE LEVEL AREA SHALL HAVE A LENGTH IN INCHES CONTINUOUSLY. 'I CLEAR .I MIN. PAPER FLOW SHALL NOT BE USED. THE DIRECTION OF DOOR SWING OF AT LEAST WAND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF WAS 6.THE MINIMUM CLEAR WIDTH FOR TWO WHEELCHAIRS TO PASS IS 60 INCHES. MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION. WHERE THE PLANE OF THE DOORWAY IS 7. IF THE CLEAR FLOOR SPACE ONLY ALLOWS FORWARD APPROACH TO AN OBJECT,THE MAXIMUM HIGH FORWARD ACCESSIBLE SINGLE 4.URINALS-WHERE URINALS ARE PROVIDED,AT OFFSET OR LOCATED IN AN ALCOVE A DISTANCE MORE THAN 8 INCHES MEASURED FROM THE PLANE OF THE DOORWAY TO THE REACH ALLOWED SHALL BE 48 INCHES.THE MINIMUM LOW FORWARD REACH IS 15 INCHES. ACCOMMODATION LEAST ONESHALL HAVE A CLEAR FLOOR SPACE 30 FACE OF THE WALL,THE DOOR SHALL BE PROVIDED WITH 60'MANEUVERING CLEARANCE FOR FRONT APPROACH. IF THE HIGH FORWARD REACH IS OVER AN OBSTRUCTION,REACH AND CLEARANCES SHALL BE AS SHALL BE PROVIDED P. SANITARY FACILITIES (GENERAL): TOILET ROOM INCHES BY 481NCHES IN FRONT OF THE URINAL TO 6. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24 INCHES PAST THE STRIKE EDGE OF AS REQUIRED PER ACCESSIBILITY STANDARDS ALLOW FORWARD APPROACH THE DOOR FOR EXTERIOR DOORS AND 18 INCHES PAST THE STRIKE EDGE FOR INTERIOR DOORS. WHERE THE PLANE OF THEONLY wAu x2•Mlx.cage arw x•MIN.Qane eAa DOORWAY IS OFFSET 8 INCHES OR MORE FROM ANY OBSTRUCTION WITHIN I8"MEASURED LATERALLY ON THE LATCH SIDE,THE 6. HIGH SIDE REACH AL SPACE ONLYA BE 48 AND THE LOW REACH SHALL NO LESS THAN MAXIMUM 1. DOORWAYS INCHES LONGG TO MEN'S SANITARY FACILITIES,SHALL MEN'S SAME RY AN EQUILATERAL TRIANGLE IED BY THICK WITH 5.INTERIOR SURFACES-TOID,NONABSORBENT HIGH SIDE REACH ALLOWED SHALL BE 481NCHES AND THE LOW SIDE REACH SHALL BE NO LESS THAN i51NCHES EDGES,121NCHES LONG AND VERTEX POINTING UPWARD.WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE U.MIN. SHALL HAVE ASMOOTH,HARD,NONABSORBENT DOOR SHALL BE PROVIDED WITH MANEUVERING CLEARANCE FOR FRONT APPROACH. ABOVE THE FLOOR.IF THE REACH IS OVER AN OBSTRUCTION,THE REACH 1r 2+' 1r MT '-MAx 7. PROVIDE CLEAR SPACE OF 12"PAST STRIKE EDGE OF THE DOOR ON OPPOSITE SIDE TO WHICH THE DOOR ON THE OPPOSITE SIDE AND CLEARANCES SHALL BE PROVIDED AS REQUIRED PER ACCESSIBILITY STANDARDS UNISEX H THICK WITH EDGES,12 INCH IN DIAMETER. SURFACE SUCH AS OTHER A NDCEMENT,CONCRETE, TO WHICH THE DOOR SWINGS IF THE DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER. 2. UNISEX SANITARY FACILITIES SHALL W IDENTIFIED BY A CIRCLE 114 INCH THICK,12 INCH DIAMETER,WITH A 114'THICK TRIANGLE CERAMIC TILE OR OTHER ONTO THE ATL 8. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 112 INCH LOWER THAN THE THRESHOLD OF THE DOOR WAY. SUPERIMPOSED ON THE CIRCLE AND WITHIN TH 12 INCH DIAMETER. s WHICH EXTEND UPWARD ONTO THE WALLS ATLEAST 9, THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH SURFACE TO ALLOW THE DOOR I. EMPLOYEE WORK AREAS & WORK STATIONS: 3, GEOMETRIC(CIRCLE AND TRIANGLE)SYMBOLS ON SANITARY DOORS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60' N e 12•MIN n 5 INCHES.WALLS WITHIN WATER TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST Of THE DOOR. rs• s u CLOSETCOMPARTMENTS AND WALLS WITHIN 24 DOORS ARE USED A 10'HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR WHICH WILL ALLOW THE WORK STATION IS DEFINED AS'AN AREA DEFINED BY EQUIPMENT AND/OR WORK SURFACES INTENDED FOR USE BY INCHES OF THE FRONTSIDE OF URINALS SHALL BE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. cON1RO�e EON WATER CLo9ET RU01 v&MEe S1ou WAIL SIMILARLY FINISHED TO A HEIGHTOF 48 INCHES AND, 10. MAXIMUM EFFORT TO OPERATE EXTERIOR AND INTERIOR DOORS SHALL NOT EXCEED 5 LBS.,WITH SUCH PULL OR PUSH EFFORT EMPLOYEES ONLY,GENERALLY FOR ONE OR A SMALL NUMBER OF EMPLOYEES AT A TIME..' BEMOUNrED ON THE WIDE SDE Of TOI�EIMFAR. EXCEPT FOR STRUCTURAL ELEMENTS,THEMATERIAL BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. 1. EMPLOYEE AREAS SHALL CONFORM TO ALL REQUIREMENTS OF THE DIVISION OF THE STATE ARCHITECT Q. SINGLE ACCOMODATION SANITARY FACILITIES: USED IN SUCH WALLS SHALL BE A TYPE WHICH IS COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS WHEN FIRE -ACCESS COMPLIANCE IN THE APPLICABLE BUILDING CODE,PLUMBING CODE,AND ELECTRICAL CODE. SIDE VIEW FRONT VIEW NOT ADVERSELY AFFECTE BY MOISTURE I Li DOORS ARE REQUIRED THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE 2. ENTRY-WAYS SHALL BE 32 INCHES IN CLEAR WIDTH. AISLES SHALL NOT BE LESS THAN 36 INCHES IF SERVING NOTE: SINGLE ACCOMMODATION SANITARY FACILITY IS DEFINED AS"A ROOM THAT HAS NOT MORE THAN ONE OF EACH TYPE OF SANITARY APPROPRIATE ADMINISTRATIVE AUTHORITY,NOT TO EXCEED 15 LBF. ONLY ONE SIDE,AND NOT LESS THAN 44"WIDE IF SERVING BOTH SIDES. FIXTURE,IS INTENDED FOR THE USE BY ONLY ONE PERSON AT A TIME,HAS NO PARTITION AROUND THE TOILET,AND HAS A DOOR THAT TOILET&ACCESSORY MOUNTING DETAIL 11. WHEN THE DOOR HAS A CLOSER,THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN J. FIXED OR BUILT-IN SEATING, TABLES & COUNTERS: CAN BE LOCKED ON THE INSIDE BY THE ROOM OCCUPANT. �•/ POSITION OF 70 DEGREES,THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM THE LATCH, 1. SHOW SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEEL CHAIR MEASURING 30'WIDE BY 48"LONG TO ENTER THE ROOM AND PERMIT MEASURED TO THE LANDING EDGE OF THE DOOR. S. SANITARY FACILITY FIXTURES &ACCESSORIES: SPECIFIC WORKSTATIONS NEED ONLY COMPLY WITH THE AISLE WITH AND FLOORS AND LEVELS,AND ENTRY-WAYS THE DOOR TO CLOSE. SHALL BE 32 INCHES IN CLEAR WIDTH. AISLES SHALL NOT BE LESS THAN 36 INCHES 2. SHOW A CLEAR FLOOR SPACE OF AT LEAST 60'IN DIAMETER,OR A T-SHAPED SPACE COMPLYING WITH ACCESSIBILITY STANDARDS DOOR DOOR 1. WHERE FIXED OR BUILT-IN SEATING,TABLES,OR COUNTERS ARE PROVIDED FOR THE PUBLIC,AND IN GENERAL NO DOOR SHALL ENCROACH INTO THIS SPACE FOR MORE THAN 12'. WATER CLOSET: FLUSH CONTROLS ARE TO BE OPERABLE BY AN OSCILLATING HANDLE WITH AMINIMUM OPERATING FORCE OF3LBff OR BYALOW THRESHOLD THRESHOLD EMPLOYEE AREAS,FIVE PERCENT BUT NEVER LESS THAN ONE MUST BE ACCESSIBLE,AS REQUIRED IN 1. VOLTAGE BUTTON. THE HANDLE OR BUTTON IS TO BE LOCATED ON THE WIDE SIDE SO AS TO BE OPERABLE WITHOUT REQUIRING EXCESSIVE BODY FINISH -0 FINISH '9 9 43 2. IFSEATINGSPACES FOR PERSONS IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES OR COUNTERS,CLEAR 4. SHOW THAT THE CENTERLINE OF THEATER CLOSET FIXTURE B. 3. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE SHALL ERED 18NFROM THE SIDE WALL OR PARTITION. ON THE MOVEMENT ' ^ FLOOR g w FLOOR ' FLOOR SPACE COMPLYING WITH SECTION 11188.4 SHALL BE PROVIDED. SUCH CLEAR FLOOR FLOOR SPACE OTHER SIDE OF THE WATER CLOSET,PROVIDE A MINIMUM 28'WIDE CLEAR FLOOR SPACE IF THE WATER CLOSET IS ADJACENT TO 2. URINALS: PROVIDE ALL WALL HUNG URINALS WITH ELONGATED RIM PROJECTING A MINIMUM OF 14.817'MACIMUM FROM THE WALL.FLUSH CONTROLS V ' g o SHALL NOT OVERLAP KNEE SPACE BY MORE THAN 19 INCHES. A FIXTURE OR A MINIMUM OF 32"WIDE FLOOR SPACE IF THE WATER CLOSET IS ADJACENT TO A WALL OR PARTITION. THE CLEAR ARE TO BE HAND OPERATED AND ARE TO MEET THE SAME REQUIREMENTS AS THE FLUSH CONTROLS FOR THE WATER CLOSET AND ARE TO BEA r� l��k AFL 3. IF SEATING FOR PERSONS IN WHEELCHAIRS IS PROVIDED AT FIXED TABLES OR COUNTERS,KNEE SPACES AT 461 FROM ROAD, PARAMOS, NJ 07652 -.n _ SPACE SHALT EXTEND FROM THE REAR WALL TO THE FRONT OF THE WATER CLOSET. MAXIMUM OF 44 INCHES ABOVE THE FLOOR.RIM ELEVATION TO BE 17 INCHES A.F.F. 7973.253.9393 • WWW.SARGARCH.COM LEAST 27 INCHES HIGH,30 INCHES WIDE,AND 19 INCHES DEEP SHALL BE PROVIDED. I 4. THE TOPS OF TABLES AND COUNTERS SHALL BE 28 INCHES TO 34 INCHES FROM THE FLOOR OR GROUND. 5. ALL DOORS,FIXTURES,AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE WITH A MINIMUM CLEAR WIDTH OF 36'EXCEPT AT DOORS. 3. LAVATORY: PROVIDE A CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP 5. WHERE A SINGLE COUNTER CONTAINS MORE THAN ONE TRANSACTION STATION,SUCH AS A BANK COUNTER IF A PERSON IN A WHEELCHAIR MUST MAKE A TURN AROUND AN OBSTRUCTION. THE MINIMUM CLEAR WIDTH OF THE ACCESSIBLE EXTENDING A MINIMUM OF 30 INCHES WIDE,TO 8 INCHES MINIMUM DEPTH AT THE TOP. PROVIDE FOR THE CLEARANCE AT LEAST 30 INCHES WIDE,TO 9INCHES ;=mo WITH MULTIPLE TELLER WINDOWS OR RETAIL SALES COUNTER WITH MULTIPLE CASH REGISTER STATIONS,A7 ROUTE SHALL BE AS REQUIRED BY ACCESSIBILITY STANDARDS ABOVE THE FLOOR AND 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. PROVIDE A CLEAR FLOOR SPACE 3D INCHES X48INCHES IN FRONT OF w 0 LEAST 5 PERCENT,BUT NOT LESS THAN ONE OF EACH TYPE OF STATION SHALL BE LOCATED AT A SECTION OF 6. THE ENTRANCE DOOR SHALL CONTAIN A PRIVACY LATCH WHICH COMPLIES WITH SECTION 7117B.6. LAVATORY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY, INSULATE HOT WATER AND DRAIN PIPES UNDER DOOR w COUNTER THAT IS AT LEAST 36 INCHES LONG AND NO MORE THAN 28 TO 34 INCHES HIGH. LAVATORIES. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. FAUCET CONTROLS ARE REQUIRED TO BE OPERABLE WITH ONE THE w rsii 7. PROVIDE 18 INCHES CLEARANCE ON THE STRIKE SIDE OF THE DOOR. CONTRACTOR NOTE: FINISH it, "� FORCE NECESSARY TO OPERATE CONTROLS IS NOT TO EXCEED 5 LB/F.LAVATORIES WHEN LOCATED ADJACENT TO A SIDE WALL OR PARTITION,SHALL BE A K. SIGNS & IDENTIFICATION: MINIMUM OF WRITTEN DIMENSIONS HOLD PREFERENCE FLOOR o OVER SCALED DIMENSIONS. DO NOT SCALE EVEN. 4 ACCESSORIES: WHERE TOWEL,SANITARY NAPKIN AND WASTE RECEPTACLES AND EACH TYPE IS TO BE LOCATED WITH ALL OPERABLE PARTS,INCLUDING FFL THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE COIN SLOTS,WITHIN 40 INCHES FROM THE FLOOR. THE DRAWINGS.THE CONTRACTORS MUST T ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN TITLE 24 AND AS SPECIFICALLY VISIT JOB SITE TO VERIFY ALL EXISTING THRESHOLD REQUIRED IN THIS SECTION. SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED,AT LEAST ONE OF CONDITIONS AND DIMENSIONS BEFORE 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE R. MULTIPLE ACCOMODATION SANITARY FACILITIES: -MOUNT MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 INCHES FROM THE FLOOR. BLUE SHALL BE EQUAL TO COLOR 15090 IN FEDERAL STANDARD 595B. SUBMITTING BIDS. REPORT ANY -LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN 12 INCHES OF THE FRONT EDGE OF THE TOILET SEAT. I PULL SIDE � I PULL SIDE I 2. ALL BUILDING AND FACILITY ENTRANCES THAT ARE ACCESSIBLE TO AND USEABLE BY PERSONS WITH DISABILITIES AND B. ACCESSIBLE COMPARTMENT DOORS SHALL E EQUIPPED WITH AN AUTOMATIC DISCREPANCIES OF ANY CONDITIONS AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A CLOSING DEVICE. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL )226 39" aSIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS,AS BE EQUIPPED WITH A LOOP OR U-SHAPED HANDLE IMMEDIATELY BELOWTHE EXECUTION OF THE CONTRACT TO THE WHICH MAY INTERFERE WITH THE PROPER REQUIRED,TO BE VISIBLE TO PERSONS ALONG APPROACHING CIRCULATION PATHS 24' ill� MIN LATCH. THE LATCH SHALL BE FLIP-OVER STYLE,SLIDING,OR OTHER HARDWARE TENANTS REPRESENTATIVE. REPORT 3. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES OF A BUILDING OF SITE RAISED LETTERS NOT REQUIRING THE USER TO GRASP ORTWIST. T. GRAB BARS:MINSHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 11178.5.2 THROUGH DISCREPANCIES DURING BIDDING PROCESS Z21 - 11178.5.7. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIE THE DOOR. WHERE THERE IS AND BEFORE START OF CONSTRUCTION. NO WALL SPACE ON THE LATCH SIDE,INCLUDING AT DOUBLE LEAF DOORS,SIGNS SHALL 8E PLACED ON THE NEAREST1. THE STRUCTURAL STRENGTH OF GRAB BARS,FASTENERS,AND MOUNTING DEVICES SHALL MEET THE SPECIFICATIONS OF THE AMERICAN DISABILITIES ACT. CHANGE ORDERS NEED TO BE APPROVED 05 �7� � $ g ADJACENT WALL PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60'ABOVE THE FINISHED FLOOR TO THE V: fy o CENTER OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN Y OF BY CONSTRUCTION MANAGER FOR ISSUES a I PUSH SIDE I MMM+++���iaa ..11155 I PUSH SIDE I g a SIGNAGE WITHIN 3'OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN A SWING G33 2. GRAB BARS SHALL NOT PROJECT MORE THAN 3'INTO THE REQUIRED CLEAR FLOOR SPACE ARISING FROM THE FIELD CONDITIONS OR OFA DOOR. CONFLICTS BETWEEN THE PLANS AND THE SCION, 4. WHEN SIGNS DIRECT TO OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND FUNCTIONAL SPACES OF A BUILDING LATCH APPROACH EXISTING RROR EXISTING CONDITIONS PRIOR TO THE HINGE APPROACH OR SITE THEY SHALL COMPLY WITH SECTIONS 703.MEANS OF EGRESS SIGNS AND IDENTIFICATION FOR VISUAL EXIT G29 MIRROR G30 G32 G31 G34 SIGNS,GRAPHICS ILLUMINATION,POWER SOURCE,TACTILE EXIT SIGNAGE,TACTILE STAIR LEVEL IDENTIFICATION AND Q EG D G35 COMMENCEMENT OF WORK. r3DLL S16€"� 48"MIN. SPECIAL EGRESS CONTROL DEVICES SHALL COMPLY WITH SECTIONS 1011.3. 18'MIN INTERIOR CLEAR 5. WHEN RAISED CHARACTERS OR WHEN PICTOGRAM SYMBOLS ARE USED THEY SHALL CONFORM TO THE FOLLOWING: _ ISSUE DATES 24 MIN EXTERIOR A. CHARACTERS ON SIGNS SHALL BE RAISED OR RECESSED 1132'MIN AND SHALL BE SANS SERIF UPPERCASE ❑ CHARACTERS ACCOMPANIED BY GRADE2 BRAILLE COMPLYING WITH SECTION 1178.5.6 -® '!f V. DRINKING FOUNTAINS: g " B. RAISED CHARACTERS OR SYMBOLS SHALL BE A MIN,OF 518'HIGH AND A MAX OF 2'HIGH C. PICTORIAL SYMBOL SIGNS SHALL BE ACCOMPANIED IC THE VERBAL SHALL E A PLACED DIRECTLY BELOW A. THE BUBBLER CAN BE ACTIVATED BY A HAND OPERATED LEVER LOCATED WITHIN 61NCHES OF THE FRONT OF THE FOUNTAIN OR BY A PUSH BAR ALONG m THE PICTOGRAM THE OUTSIDE DIMENSION Of THE PICTOGRAM FIELD SHALL BE A MIN.OF 6"IN HEIGHT. o - e ❑ ,`D� X-'k 3 D. CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT BRAILLE SHOULD BE PLACED A MIN.OF 316" ,� `J Fn THE FRONT OF THE FOUNTAIN. AND A MAXIMUM OF 112'DIRECTLY BELOW THE TACTILE CHARACTERS FLUSH LEFT OR CENTERED WHEN M "�'� B. A SECOND DRINKING FOUNTAIN SHALL BE PROVIDED WITH A BUBBLER HEIGHT OF+46"FOR PEOPLE WHO HAVE DIFFICULTY BENDING OR STOOPING. 3 aovlDE THIS ADDmow.L B2 TACTILE SIGN IS MULTI-LINED ALL BRAILLE SHALL BE PLACED TOGETHER BELOW ALL LINES OF TACTILE ' 9 SPACE IF DOOR IS EQUIPPED WITH BOTH A TEXT. PAPER TOWEL MIRROR TOILET PAPER SANITARY NAPKIN REC.T01 ET GRAB e\ I I I LATCH ANDACLOSER. ..18"MIN 6. CHARACTERS ON SIGNS SHALL HAVEA WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 AND 1:I ANDASTROKE DISPENSERSDISPOSAL DISPENSER DISPOSAL SEAT COVER BARS BABY CHANGING C. THE BUBBLER SHALL PROVIDE A FLOW OF WATER AT LEAST 4 INCHES HIGH.ON A FOUNTAIN NTH A ROULD OR OVAL BOWL,THE SPOUT MUST BE POSITIONED I_ lJ WIDTH OF TO HEIGHT RATIO OF BETWEEN 1:5 AND 1:10 STATION SO THE FLOW OF WATER IS WITHIN 3 INCHES OF THE FRONT EDGE OF THE FOUNTAIN. SIDE 12^MIN TA 7. CHARACTER SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH CHARACTERS AND SYMBOLS O SHALL CONTRAST WITH THEIR BACKGROUND EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK NM G.C.RESPONSIBLE FOR ALL IN-WALIFRTW BLOCKING REQUIRED FORALL RESTROOM ACCESSORIES. D. PER ACCESSIBILITY STANDARDS DRINKING FOUNTAIN AT'HI-LO'TYPE FOUNTAINS,CENTER THE 30'X48'CUR FLOOR SPACE ON THE LOW FOUNTAIN FIXTURE FRONTAPPROACH FIGURE VESTIBULE CHARACTERS ON A LIGHT BACKGROUND E. PROVIDER DRINKING FOUNTAIN ON ACCESSIBLE FLOORS THAT ARE ACCESSIBLE TO INDIVIDUALS WHO USE WHEELCHAIRS.(HI-LO FOUNTAIN,OR BY 12. EACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE 8. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY EXIT WITH THE W'ORD'EXIT.' T� ARE TO BE READ THE MIN.HEIGHT IS MEASURED USING A UPPER CASE X LOWER CASE CHARACTERS ARE PERMITTEDSUCH MEANS AS WOULD ACHIEVE THE REQUIRED ACCESSIBILITY FOR EACH GROUP ON EACH FLOOR.) 13. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT I Lc�Q 0 FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE WITH SECTION 703 THE MIN. +e•MIN. 40-MIN, BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT `:� CHARACTER HEIGHT SHALL BE 3' MIRROR - F. 60%OF DRINKING FOUNTAINS PROVIDED SHALL BE ACCESSIBLE SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: `CORRESPONDING 9. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONS OF THESE �.f•- 13a 'EXIT STAIRS DOWN' TYPE II BRAILLE STANDARDS. DOTS SHALL BE 1110 INCH ON CENTERS IN EACH CELL WITH 2110 INCH SPACE BETWEEN CELLS.DOTS SHALL BE RAISED A MIN.OF 1140 INCH ABOVE THE BACKGROUND. G. THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4 INCHES HEIGHT SO AS TO ALLOW THE INSERTION OF 13b. 'EXIT RAMP DOWN' 10.RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH ? A CUP OR GLASS UNDER THE FLOW OF WATER,IF THE ACCESSIBLE DRINKING FOUNTAIN HAS A ROUND OR OVAL 130. "EXIT STAIR UP' SECTION 703, THEY SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. f . § b BOWL,THE SPOUT MUST BE POSITIONED$O THE FLOW OF WATER IS ITHIN 31NCHES OF THE FRONT EDGE OF 13d. 'EXIT RAMP UP' ��yy ROM n WHERE THERE IS NO WALL SPACE ON THE LATCH SIE,INCLUDING DOUBLE LEAF DOORS,SIGNS SHALL BE co THE FOUNTAIN. 2 10/0712021 PERMIT ISSUE 14. EACH EXIT DOOR THAT LEADS DIRECTLY TOA GRADE-LEVEL EXTERIOR EXIT EMT RO V� I PLACED ON THE NEAREST ADJACENT WALL,PREFERABLY ON THE RIGHT.MOUNTING HEIGHT SHALL BE 60 _ 1 09128/2021 CLIENT REVIEW BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE `^' •^=� INCHES ABOVE THE FINISH FLOOR TO THE CENTER LINE OF THE SIGN.MOUNTING LOCATION SHALL BE rME clEAraNce s-MA'�dx"•O 1f- IDENTIFIED BY ATACTILE EXIT SIGN WITH THE WORDS'EXIT ROITTE' DETERMINED SO THAT PERSON MAY APPROACH WITHIN 31NCHES ToeQEAaN1DE. HIGH FORWARD REACH LIMIT REV. DATE DESCRIPTION 15. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. MOUNTING HEIGHTS wAu INTERNATIONAL SYMBOL CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, VOLUME CONTROL 4'-W MIN. SHALL BY IDENTIFIED BYATACTILE EXIT SIGN WITH THE WORDS"EXIT OF ACCESSIBILITY; 11� FOR FEARING IMPARTED. 'c�w...wHar �t' rX .e-MIN. COTTON ON GROUP ROUTE." 2p� 5� PROFILE IN WHITE ON II - _ ` 16. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A 1700 -P BLUE BACKGROUND. SIGN WITH THE WORDS'TO EXIT.' LS=nW V O z8 I S Is-Mir sMAx.roaPwr 1s•MW.roeran I S E Z C. FLOORS AND LEVELS: LAJ"'111 e1. IN BUILDINGS AND FACILITIES L0012S OF A GIVEN STORY SHALL BE A COMv10N LEVEL THROIHiHW T OR SHALL BE CONNECTED BY DIRECTION4L ARROW AARRJj)) J; it _ 1y C0TTON 0N PEDESTRIAN RAMPS,PASSENER ELEVATORS,OR SPECIAL ACCESS LIFTS. AVER pFI6BSiRl1CT ONSY'481NCHE8 MAX.HES MAX.WHEN e. SEE CIEAagNC MArToe CLEAaANCE s ----- WHERE NEEDED TO �� 16 PROVIDE DIRECTION CLEAR FLOOR SPACE 2. GROUND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES INCLUDING FLOORS WALKS OF ACCESSIBLE PATH. IW MIN. RAMPS STAIRS AND CURB RAMPS SHALL BE STABLE FIRM AND SLIP RESISTANT. Ac 3. CHANGES IN LEVEL UP 70114'MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. .. ASSISTIVE LISTENING /�� \ mSYSTEM X SHALL BE 20-25 INCHES MAX.WHENMT" / I FOR HEARING CFD FOR HEARING 1r MI".DEPTH 4. CHANGES IN LEVEL BETWEEN 1/4'AND 1/2'SHALL BE BEVELED WITH A SLOPE NO STEEPER THAN 1:2. \ IMPAIRED. Y�4 INCHES MAX. zs•MAx. IMPAIRED. 1.I ObsWclad Hnh SidA RAAfJI RI A IitaxT VIEW 6 MDEWHV E Pax NEW D. CORRIDORS AND AISLES: 00000 s 308.3.2 Obstructed High Reach.Where a clear floor WASHINGTON 0000 or ground space allows a parallel approach to an 1. NOT USED / , 1 O O O O O element and the high side reach is over an / OIll. obstruction,the height of the obstruction shall be 34 E. HAZARDS AND PROTRUDING OBJECTS: - _ obstruction (865 mall bemaximum and 10 mm) of maximum. SQUARE 6A Iiss � $ • � obsWction shall be 24 inches(610 mm)maximum. 1. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27 INCHES AND 80 INCHES ABOVE THE FINISHED The high side reach shall be 48 inches(1220 mm) FLOOR SHALL PROTRUDE NO MORE THAN 4 INCHES INTO WALKS,HALLS,CORRIDORS,PASSAGEWAYS,OR AISLES. PICT s - maximum for a reach depth of 10 inches(255 mm) MALL 2. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27 INCHES ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY 308.3 Side Reach. maximum.Where the reach depth exceeds 10 308.3.1 Unobstructed.Where a clear floor or ground inches(255 mm),the high side reach shall be 46 AMOUNT INTO WALKS,HALLS,CORRIDORS,PASSAGEWAYS,OR AISLES. L. ELECTRICAL: space allows a amllel approach to an element end side pac P PP zss zss inches(1170 mm)maximum for a reach depth of 24 3. HEAD ROOM: 80 INCHES MINIMUM. reach shall be 15 inches(380 mm)minimum above the inches(610 mm)maximum. 1. THE HIGHEST OPERABLE PART OF ALL CONTROLS DISPENSERS RECEPTACLES AND OTHER OPERABLE finish floor or ground. F. ACCESSIBLE RESTROOM SIGNS: EQUIPMENT SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION MEETING THE CLEARANCES AND REACH RANGE REQUIREMENTS OF SECTION 11188.6 AND NOT LESS THAN WABOVE THE FLOOR OF WORKING PLATFORMS. 9393 SW WASHINGTON 2. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OFTHE ROOM ORAREAVE TI BE CONTROL MENLIGHTING SHALLAND B 48'ABACLEOUFLOO 0. TACTILE EXIT SIGNAGE: U. ACCESSIBLE SIGNS LOCATION/MOUNTING HEIGHTS: SQUARE RD. TIGARD OR 97223 ON DOOR APPLIANCES OR COOLING HEATING AND VENTILATING EQUIPMENT SHALL BE 48'ABOVE THE FLOOR OR WORKING PLATFORM -- 3. THE CENTER OF ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPS OR LESS SHALL BE SPACE S07 INSTALLED NOT MORE THAN 48'NOR LESS THAN IV ABOVE THE FLOOR OR WORKING PLATFORM 4. FIRE ALARM INITIATING DEVICES SHALL BE 48 INCHES ABOVE THE FLOOR,GROUND OR SIDEWALK. _ 5. SWITCHES AND CONTROLS FOR LIGHTS,APPLIANCES,COOLING,HEATING AND VENTILATING EQUIPMENT SHALL BE NOT LESS THAN 3 FEET NOR MORE THAN 4 FEET ABOVE THE FLOOR. . 6. ELECTRICAL RECEPTACLES(15,20 AND 30 AMPS)SHALL BE AT LEAST 15 INCHES ABOVE THE FLOOR.I W W W.COTTONON.COM - v' TACTILE EXIT SIGNAGE G. ACCESSIBLE MAIN ENTRY SIGNAGE: TACTILE BE CBC SEC, 1.4 11 THE TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS: 1. EACH GRADE-LEVEL EXTERIOR EXIT DOOR THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD,'EXI7'. �� 2. EACH EXIT DOOR THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1,AND THAT LEADS ACCESSIBILITY 12'. DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE x IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: COMPLIANCE ADJACENT TO DOOR '- 2A'EXIT STAIR DOWN' PROPORTIONS DISPLAY CONDITIONS 2.2"EXIT RAMP DOWN" A)SYMBOL PROPORTIONS 2.3'EXIT STAIR UP" 8. GENERAL SIGNAGE NOTES 2.4'EXIT RAMP UP" MAX 3. EACH EXIT DOOR THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1,AND THAT LEADS AREA OF ��� 1. SIGNAGE REQUIRED TO BE IDENTIFIED AS ACCESSIBLE SHALL COMPLY WITH THE 4i) 8: a �� DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT REFUGE `" APPLICATIONS OF SECTION 1143A-SIGNAGE PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS,'EXIT ROUTE'. Q `� SEAL 8 SIGNATURE DATE: 09/22/2021 B)DISPLAY CONDITIONS 4. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA THAT IS REQUIRED TO COMPLY `„q Tl d nC PROJECT NO: 16-000 - % BRAILLE(TACTILE CHARACTERS)WALL SIGNS SHALL BE MOUNTED AT 48'MINIMUM AFF MEASURED FROM V`N"' uC �j'+ WITH SECTION 1013.1,SHALL BE IDENTIFIED BY EXIT SIGE WORDS N WITH THE 'EXIT .• q i MAXIMUM AFF MEASURED FROM THE BASELINE OF DRAWN BY: VG jqSTROOM ME JM INTERNATIONAL ACCESSIBILITY SYMBOL E � i THE BASELINE OF THE LOWEST LINE OF BRAILLE AND 60' v DETAIL- ROUTE'. : - i THE HIGHEST LINE OF RAISED CHARACTERS AND SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH (5 OHECKED BY: RM ` 5. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT THAT IS REQUIRED TO COMPLY WITH SECTION /� SIDE WITH A CLEAR FLOOR SPACE OF 18'.REFER TO 2019 CBC SECTION 11B-703.4 THESE DIAGRAMS ILLUSTRATE THE ROBERT) SPECIFIC REQUIREMENTS OF THESE 1013.1,SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS,"TO EXIT'. T-] AWG.NO _ BRAILLE(TACTILE CHARACTERS)WALL SIGNS SHALL BE MOUNTED AT 48°MINIMUM AFF MEASURED FROM THE BASELINE REGULATIONS AND ARE INTENDED ONLY OF THE LOWEST LINE OF BRAILLE AND 60'MAXIMUM AFF MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF AS AN AID FOR BUILDING DESIGN AND RAISED CHARACTERS SHALL BE SANS SERIF UPPERCASE AND ACCOMPANIED BY GRADE 2 BRAILLE, A-003 RAISED CHARACTERS AND SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIE WITH A CLEAR FLOOR SPACE CONSTRUCTION. EXIT SIGNS SHALL COMPLY WITH SECTION 1143A OR SECTIONS I IB-703.1,11&703.2,11 B-703.3 AND OF 18".REFER TO 2019 CBC SECTION 11&703.4 11&703.5. OF O�w FOR AHJ APPROVAL STAMP: COTTON GROUP FINISHES & MATERIALS LEGENDCOTTON GROUP FINISHES & MATERIALS LEGEND NOTE:Contractor to ensure all finishes without a technical specification NOTE:Contractor to ensure all finishes without a technical specifca[ion ON DATE: 28.07.2021 match back to control"Master Sample held by country PM or at Global DATE: 28.07.2021 match back to control'Master Sample held by country PM or at Global Support Centre[Store Development Team] Support Centre[Store Development Team] GROUP'" COTTON ON Contractor to ensure all finishes to comply with local standards ROCOTTON ON Contractor to ensure all finishes to comply with local standards GUP" Region' Code Short Description Product Brand Colour/Code Finish Size Substrate Supplied by Contact Other Typical Location Image Revision date Region' Code Short Description product Brand Colour/Code Finish Size Substrate Supplied by Contact Other Typical Location Image Revision date Mitchell Group Or similar Refer to General detail SPT-3 for MASTER AC-til White Acrylic Perspex Moonlight white S21T41 Matt 1525mm x2030mm and 3050mm III Contractor approved in Australia.Ph. Signage MASTER BR-01 Redbrick Old Ri i Recycled red brick Unfinished 230mm1L)x 76mm(H)x 25mm(W) Cement Sheet Contractor installation.Mortar reference store: Walls x 2050mm/3mm or 6mm 0395580800 SmardmeadoWs,Vic-Morta depth item.lOmm spacing between bricks Brick Mix 33%Town Square& General Shale 1845 W Dartmouth USA Acrykite or equivalent 2447 Gloss 4'x8'x 3/4" Contractor USA General Shade-chin 65%Train Station*corner brick at Unfinished 2-1/4"(11)x 1/2"(W)x 7-5/8"(U Cement Board Contractor ave,Englewood,CO W110 l tspedh8 Walls brick range same rate Phone:•1(303)783-300 -Morta depth 015Inch-. 'rice store:Station ldanda ASIA 1200x2400mm/Varies Local Supplier ASIA Local Customise 1525mm x 2030mm and 3050mm Mitchell Group Or Similar Refer to General detail SPT-3 for MASTER AC-02 Black Acrylic Perspex Midnight Black 529221 Matt N/A Contractor approved in Australia.Ph. Signage MASTER BR-02 Red brick tetl white Old Reds' Recyttled red brill/cheap PA-0la full cover 230PR x76mmH x25mmW Cement Sheet Contractor installation-Morta depth 4mm.10mm Walls x2050mm/3mm or 6mm 039SSWW0 porn option I I ( ) ( ) spacing between bricks Mortar:MAPEI-Keracolor 5 Sanded USA Acrykite or equivalent 2025 Gloss 4'x ax 1/4" Contractor General Shade-Thin Brick Min-33%Town Square& General Shale 1845 W Dartmouth Strout(Warm Grey)-1/2"morta 25/54 USA bnckrange 66%Train Station*owner brick at PA-01a full cover 2-1/4"(X)x 1/2"(W)x75/8"(L) Cement Board Contractor ave,Englewood,CO W110 inch spacing between bricks.Morta same rate Phone:F1(303)783-300 depth 0.15 Inch,Reference store: ASIA 1200x2400mm/Varies Local Supplier Station Island,NY ASIA Craft Bricks, Mitchell Group Or similar Craftstone 1S25mm x 2030mm and 3050mm MASTER AC-03 Clear Acrylic Perspex Clear 000 High Gloss N/A Contractor 03955approved in Australia.Ph. Signage N/A A 2050mm/3mm or 6mm Refer[o General detail SPT-3 for 0395580801 cocoa ed red brick/cheap MASTER BR-03 Red brick white wash Old Reds' Sxcwt of PA-0la@3L194 230mmlllx76mm(MIx25mmlWl Cement Sheet Contractor N/A Installation,Reference store: Walls option Broadmeadows,VIC-Morta depth USA Acrykite or equivalent Clear Gloss 4'.8'x1/2" Contractor Mortar:MAPEI-Keracolor S Sanded 7 General ShadeThinBrick Mix-33%Town Square General Shale 1845 W Dartmouth grout Grey)-1/2"morta 25/64 L USA 65%Train Station'comer brick at I coat of PA-0la do 3D% 21/4"(H)x l/2"(W)A7contractor) Cement Board contractor ave,Englewood,CO 80110 inch spacing between bricks.Morta ASIA 1200x2400mm/Varies Local Supplier brick range same rate Phone:t1303783- 1 ) 300 depth 0.15 Islandch.Reference store: I Li I Station Island,NY Lg•'.k1 MASTER AC-05 Red Acrylic N/A To match PMS 17950 Matt By contractor N/A Contractor By contractor Sample to he approved by designer Signage ASIA Local Customise � " , USA Opix-LD 2793 '._Gloss 4'x 8'x 3/16" Contractor �'t MASTER CA-01 EntryMatting-Grey Tough scrape Pepper/T5200PEP Prennahetl Width 2o50mm flooringEntry Existing Contractor N/A Flooring ' L ASA 1200x2400mm/Varies Local Supplier USA Berber Supreme Charcoal Metal edge detail Existing RDaring Contractor Eagle Mat www.eaglematcom \ Recessed mat V / MASTER CA-03 Carpet Tile Fast lane Ovemart(677) Nylon 500mm x 500m mExistingflSmrlmcanthe ordered for larger ooring Contractor Bunnings Warehouse Flooring srorlS if required 461 FROM ROAD, PARAMUS, NJ 07652 MASTER c0.-0S Birrus Maning-Slate Birms Ultramrt-Slate(recessed mall Silver SSmm,19123mm,30mm Existing flooring Contractor www.binvsMatting.com.au Entry Flooring 71973.253,9393 a WWW.SARGARCH.COM CONTRACTOR NOTE: COTTONGROUP FINISHES & MATERIALS LEGENDCOTTON GROUP FINISHES & MATERIALS LEGEND WRITTEN DIMENSIONS HOLD PREFERENCE NOTE:Contractor to ensure all finishes without a technical specification NOTE:Contractor to ensure all finishes without a technical specification OVER SCALED DIMENSIONS. DO NOT SCALE ON DATE: 28.07.202] match back tocontrol [S t re rifiallDevelopment Sample held by country PM or at Global DATE: 28.07.2021 match back to control-Master Sample held by country PM or at Global Support Centre[Store Development Team] ON THE DRAWINGS. THE CONTRACTORS MUST G R o U P'"COTTON ON Contractor to ensure all finishes to comply with local standards COTTON ON Support Centre[Store Development Team] VISIT JOB SITE TO VERIFY ALL EXISTING G R 0 U P„ Contractor to ensure all finishes to comply with local standards CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY Region" Code Short Description Product Brand Colour/Code Finish Size Substrate Supplied by Contact Other Typical Location Image Revision date Re ions Code Short Description Product Brand Colour Code Finish Size Substrate Supplied b Contact Other T DISCREPANCIES OF ANY CONDITIONS g p / pp y Typical Location Image Revision date e WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE CONTRACT TO THE Mix 201%bags of the designer00mm x 1200mm or 3600mm x https:Hstore.laminex.com.au/Brand/La TENANT'S REPRESENTATIVE. REPORT 2 trete with 2.Sliters of water&2.5 MASTER len-01 White laminate Lamin1200mm ex White Hattori Natural MOF Contractor Laminex minex/White/p/AU100ll747referer-% Varies litres of the designer modifier. 2Fsearch%2F9MFtex[%30whiie DISCREPANCIES DURING BIDDING PROCESS MASTER CL 01 Concrete render Designer Crete Trowl apply the mixture to the Prefinished N/A Cement Sheet Contractor N/A Wall AND BEFORE START OF CONSTRUCTION. primed surface of 50/50 modifier CHANGE ORDERS NEED TO BE APPROVED &waterttertopaint wall ASIA Designer white 1200x2400 IAMIlAK BY CONSTRUCTION MANAGER FOR ISSUES grey to matchtitch render prior to render application ARISING FROM THE FIELD CONDITIONS OR https://store.laminex.com.au/Brand/La CONFLICTS BETWEEN THE PLANS AND THE MASTER LM-02 Black laminate Laminex Black Natural-460 Natural finish 2400mmx1200mmor3600mmx MDF Contractor Laminex minex/Black/p/AU10015227referer=%2 Varies EXISTING CONDITIONS PRIOR TO THE Golmex Concrete Look 2 bags sto base coat, 1200mm FSearch%3Ftext%3Dblack COMMENCEMENT OF WORK. 'Ensure to grey prime Cement Sheet Contractor Mended www.meodedpaintcom 11/2 corner bead, underneath 2coats goimex 19 ISSUE DATES Ibratin-elegance- ASIA Black 202T Black 202T 1200x2400 Admira BRAZIL Cimento Queimado ASIA Local Supplier MASTER LM-03 Denim look board MOF 3D Print Denim Matt 2400mm x 1200mm MDF Contractor Southern Cross Shoplifting Fitting Rooms MASTER CL-02 VIt acpTe G2 Vitracore G2 To match PMS 17950 Matt 125OW x 3200 or 4000 Varies Contractor N/A Shopfront ISOOW x 32W or 4(100 USA Formica 08814-58 Denim twill Matt Trial store:American Dream ASIA Local Distnbutor ASIA Azure Linen AEG 1488 DM Unen 2438.4mm x 1219.2mm MDF Contractor II MASTER GL-01 Clear glazing N/A Clear Clear Varies N/A Contractor mwilson@dvglass.com.au to meet local regulation Shopfront N/A https://store.laminex.com.au/Applicata MASTER LM-05 Timber laminate-Sublime temlnex Sublime teak-timber grain Chalk 24001x 1200mn MDF Contractor Laminex on/Benchtops/Sublime- Joinery Teak Teak/p/AUlW35047referer=%2Fsearch ASIA Local Supplier %2F%3Ftext5r3D9R285ublime%2Bteak MASTER GL-02 Wire glazing N/A Clear WlOmm x 10mm wire End.Thickness ire to comply wiht local regulationN/A Contractor mwllson@dvglass.rom.au to meet local regulation Shopfront - ASIA M4220X 1200x2400 LAMITAK NZ 2 10/07/2021 PERMIT ISSUE ASIA Local Supplier 1 09/28/2021 CLIENT REVIEW MASTER GL-04 Mirror N/A N/A Mirror Varies Vanes Contractor mwilson@tdvglass.cpm.au to meet local regulation Varies REV. DATE DESCRIPTION 1,,s,Awake, . . ASIA Local supplier COTTON ON GROUP CBTTONGROUP FINISHES & MATERIALS LEGEND COTTONGROUP FINISHES& MATERIALS LEGEND COTTON'0N NOTE:Contractor to encore all finizM1es without a technical zpecifzation NOTE:Contractor to ensure all finishes without a technical zpedficauon 0 DATE: 28.07.2021 match back to control Sample M1ea by country PM or at Gbbal ON DATE: 28.07.2021 match back to control'Marter Sample he'by country PM or at GbbNSupport Centre[Store Development Team Support Centre[Store Development TeamGROUP"COTTON ON ont or toensurealltinlshestocomplywithloolstantlartls COTTONON Contractor To ensure all finishes to comply with local standards Region' Code Short Description Product Brand Colour/Code Finish Size Substrate Supplied by Contact Other Typical Location Image Revision time Region- Code Short Description Product Brand Colour/Code Finish Site Substrate Supplied by Contact Other Typical Location Image Reablon date f x 24Cpnmr l2Cpnm or 24Dbnma4Dmmv2anm„9mm, . Refer to working drawings fu, Swan/EvInIg lantern Be Z]Ltlmm v 32Mnm or Refer to working drawings if skirting is MASTER PL-01 Plywood BIC grade ply PA-03.•ria yellow tones FIaVMatt IImm,ISmm,Thai34mm, N/A ContraContractorWASHINGTON estallaHw tlirechon wall MMOl 0.5TFfl Dila<MpF(White) HIMPA-01. low SM1een 16ynm.12IXAnm w3WP„ms N/A Canbas[p N/A requirttl FIttInB Room 3Unm1 10CQ^m ASIA in house ColourSmmutg/ Pine Veerxr/nmber Finishes,colour to SQUARE Pegboard(OFF THE IIIOmmx915mCo... gunn m/4.3mm, Ensure prongs are supplied to ft MecMne Cutro Flmahes match MASTER M603 SHELF) Bunnings Warehouse PA Ola Low Sheen IS3pnm x 122IXnm/4.3mm ings Warehouse pegbapN Walls MAsiER PA-03e•no yellow tones 2Par 10% primary MASTER MOMPrtbnbtlBoard Custom Pq-0la IvwSheen Refer toGen¢ralDelallSPi-09 SNtlwall Conipctw N/A Walls lusg ,"." ~•a MALL etn Page 3of if USA acx Ply.00a 3/4aaxa In house Occur Staining/ Pine veecer Rmear Finishes colour p Perforated Board(UN- Refer to winters drawings R alis Machineenteraddhes match MASTE0. MOJYS UsA91F1 Custom PA-01a taw Sheen Refer to General peta115PTID Stud wall Contratlor N/q marened Walls • . • • . Page 40f 10 . . . . . . . MASTER i (USABLE) Perforated Board Cus,om PA-03a'noyNlpwtones Low, Refer to General Detail SPI N/A Contractor N/A RmilatKefer to pdimalorang awingslpr Walls Urian Thick MDF Refer to General [USABLE[ Innallatbn dlreRlpn DatAISPT-06Z WhenusedasdmpReferto working drawings if sFbury is ASIA In house Colour Staining/ Pine woner/run.Finishes,ml aur 1. MASTER MO-06 AceVGreoveforiamdal Custom PA-01a Low Sher. inpanH9naieode 9mnfecate MDF Contranor N/A re4uped Walls MrcepeCuttelinives match 9393 SW WASHINGTON title 12mm MASTER MD-0] 'MDFV-3.1 nikenGI Custom PA-0le 2.px3pa 12mmThIck MDF Fair,1.Genenl MDF ContbNw N/A Refer to working drawingsHsklningls Walla SQUARE RD. TIGARD OR 9722r� l21.0 D.H SPTi.2 require" MASTER MD-08 MDFVGron-Vetlkal Custom PA Ola gpw,ggpgp 12mmTrack xiRefer toGenenIMat Contractor N/A Refer toworlidrawings ifMartin8is Walls SPACE S07 Detail SPT-B1 resulted MASTER M61D MOF VGrowe Venbl Custom PA-Me 24.10% 12mrn Thrtk MDF Relerto Glnenl MDL ConincW N/A Refer to working drawings if sorting is al (21¢) ClearSPT-6.1 required WWW.COTTONON.COM MASTE0. MF-02 Cenon On St"'PIACF MOLDER TROKNESS:1.6mm OR 2mm LOCKER GROUP MILD STEEL PANEL SHEET SIZE 2410 K 3220mm MASTER Mi White Mesh locker Group 0.07968 �� CENIRE5:955 DA,7.9ammOPEN N/A ConbRor ph.180063594] Walls AREA:62% www.lpcier.cwn.au 1HEET SISS'.1.6mm OR Zmm LOCKER GROUP MASTER MF-04 BLCF Mesh Locker GouO MDT STEEL PANEL �$ SHEETSIZE2MC X;7.94w N/A CpntaRm ph.1800635947 Walls 'RO]%2' CENigES'.9.55 DIAL 7.94mmOPEN www IocFerrom.au AREA:62% FINISHES SEAL&SIGNATURE DATE: 09/22/2021 tiS�� D d /^ � PROJECT NO: 6-0 OD .7 `�L` DRAWN BY : NO U CHECKED BY: RM ROBERT J. DWG.NO: Page 5 of ID Page 6 of 1 A-005 OF ORS FOR AHJ APPROVAL STAMP: C o r r o N GROUP FINISHES & MATERIALS LEGEND C0Tr0NGROUP FINISHES & MATERIALS LEGEND O N NOTE:Contractor tr l'Mensure ste Sampleheldbya untryPMoratGloia l NOTE:Contractor[o ensure all finishes without a technical specifca[irn DATE: 18.07.2021 match back to control'Master Sample held by mun[ry PM or a[Global DATE: 28.07.2021 match back to control•Master Sample held by country PM or at Global Support Centre[Store Development Team] Support Centre[Store Development Team) COTTON ON Contractor to ensure all finishes to comply with local standards G R G U P,.COTTON ON Contractor to ensure all finishes to comply with local standards G R 0 U P Region' Code Short Description Product Brand Colour/Code Finish Size Substrate Supplied by Contact Other Typical Location Image Revision date Region' Code Short Description Product Brand Colour/Code Finish Size Substrate Supplied by Contact Other Typical Location Image Revision date B OCOLOURPMNT(4) MASTER PA-0Ua Cotton On Red Dulux to match PMS1795C Ines sheen N/A Varies Contractor A 210 G:398:48 Wall General PalM - MASTER PA-01a White Paint DUlux Natural white-SVDF4 Low sheen N/A Varies Contractor Dulux 3Coats@10096 strength Wall MASTER PAAOb Flat Ailing MASTER PA-0lb Flat/Matt Ceiling(All graphic walls) MASTER PA-40c Glass Money MASTER PA-0lc Gloss Doors,Skirting MASTER PA-40e 2pac 10%glass Buiniodo,.nas MASTER Pali Satin Varies 7924%(Gallon) ° MASTER PA-0le Zpa[I^pass Joinery/Vades Val 3x 0.0000 •'aa�iarnl USA BS,.,in Moore Y2 Ox 0.2500 as above N/A Varies Contractor — �I Asabove ei CCExCOLORANT02 32 64 128 014x24.0000 G2-New Green - - - 1 R2 4x 11.0000 rnvwm+axeamuaan Marano Sherwin Williams Yas i 3 Deep Gold - 1 1 1 as above Varies Contractor Sherwin Williams Azabove FLOOR PAINT Ig) One Gallon Extra White B20W12651 6508650ll MASTER PA 80 Epoxy floor seal Grey Flat/Matt N/A Con[reh Canhattor Menapplied! with wfloor-enwre Flooring �WrA-.' comPbiez with Jori regulation MASTER PA-02a Black Paint Dulux Black PG1-A9 Low sheen Varies Contractor Dulux 3 Coats @ 100%strength Wall When applied to floor-ensure MASTER PAB] Clear floor seal Clear Polyurethane Fht/Mak N/A concrete Contractor Flowing N/A complaies with local regulation MASTER PA-026 flat/Matt I-beam MASTER PA 82 Yellow Iter paint Dy-Mark 41015005 N/A N/A Concrete Contractor Flooring MASTER PA-02c Gloss Varies Z MASTER PA-83 RM floor paint Dy-Mark 41015002 N/A N/A Canntte Contractor Flooring MASTER PA-02d Satin Freestandingwall I LJ MATTER PA-H Green floor Point Dy-Mark 43015004 N/A N/A Concrete Contractor Flooring MASTER PA-0ze 3W<30%g1oss Joinery/Varies • e � F"t MASTER PA-021 2pac)096 gloss Varies MASTER a PC-01 Waite Foundational Dulux Mannex white Man N/A Steel/Aluminium Container Dulux Varies V SW6258 rt Sherwin Williams as above Varies Contractor Sherwin Williams As above rc Tricom Black MASTER PC-02 Black Powdeoat Dulux Marine.Black Matt N/A Steel/Aluminium Contactor Dulux Varies Interior/Exterior Location Number:251{3 MASTER PC-03 Red Powdercoat N/A Traffic Red to match PMS 1795C Man N/A Steel/Aluminium Contactor N/A Varies (RAL 3020) MASTER PA-03a Clear Coat Seal N/A Clear Lowsheen N/A Varies Contractor N/A Walls USA American Products Custom Powdercoart W93PCE N/A Reference store'.Fashion Place Kids, Inc. Utah MASTER PA-036 Flat/Matt Varies MASTER PC-04 White Powdercoat Dulux Flat White Matt N/A Steel Aluminium Contactor Dulux Joinery/Signage/ 461 FROM ROAD, PARAMUS, NJ 07652 Varies 71973.253.9393 a WWW.SARGARCH.COM MASTER PA-03e 2pac 10%glass leineryNarhs _ MASTER PC-05 Black Powdercoat Dulux Black Ace Matt N/A Steel Aluminium Contactor Dulux J eery/Signage/ MASTER PAM Textured Paint Oulux-Acratex PA-01a Low sheen 950mm Roll-3mm thick Varies Contractor N/A Wall CONTRACTOR NOTE- . MASTER n-01 Grey TRe Glazed porcelian file concrete Natural RiD Boom.x800mmx IDmm Existing Floor Conon On Group Cotton On Group Grout Mape;Natural Grey flooring WRITTEN DIMENSIONS HOLD PREFERENCE Homax Roll on Texture-Sand As above Roder Type:x3765 varies Contractor ; a:above OVER SCALED DIMENSIONS. DO NOT SCALE qqzago Na[onal Tiles hops.//warw.nahanaltles.com.a Grout Area FGg241 Misty Grey2mm THE DRAWINGS. THE CONTRACTORS MUST -- -- MASTER tt-02 Terrazzo The Castello Silver Fov PNT-NF83 6WmmxfiOOmmvLORI Existing Roor Contractor wide Fitting room flooring Graffiato Rolado BRAZIL eran[oFoscD PA-oto Law Sheen VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE MASTER PA-101, Chalkboard Paint Dulux Design chalkboard-62684533 Rat/Matt N/A Varies Contractor Wall Creative Materials Corporation Groot:Latfcrete,78,sterling Silver- SUBMITTING BIDS. REPORT ANY USA Grey National 32"x32"(812mmx812mm) Existing0aor Contractor Allison riche 518.713.5395 OWES' P.dngb.he.a,tile, DISCREPANCIES OF ANY CONDITIONS aoiche@neativematedaluorp.m WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED COTTON BY CONSTRUCTION MANAGER FOR ISSUES GROUP FINISHES & MATERIALS LEGEND ARISING FROM THE FIELD CONDITIONS OR NOTE:Contractor to ensure all finishes without a technical specification e o t T D N GROUP FINISHES & MATERIALS LEGEND DATE: 28.07.2021 match back to control-Master Sample held by country PM or at Global NOTE:Contractor to ensure all finishes without a technical specification CONFLICTS BETWEEN THE PLANS AND THE Support Centre[Store Development Team] 0 DATE' 28.07.1021 match back to control'Master Sample held by country PM or at Global EXISTING CONDITIONS PRIOR TO THE ONG R o U P"COTTON ON Contractor to ensure all finishes to comply with local standards COTTON ON Support Centre[Store Development Team] COMMENCEMENT OF WORK G R G V P„ Contractor to ensure all finishes to comply with local Standards ISSUE DATES Region" Code Short Description Product Brand Colour/Code Finish Size Substrate Supplied by Contact Other Typical Location Image Revision date Region' Code Short Description Product Brand Colour/Code Finish Size Substrate Supplied by Contact Other Typical Location Image Revision date RIM MASTER TM-01 Oak EEr4o a and timber N/A Oak Refreshed 220mm W. 2200 LK 15mmT Existing floor Cotton On Group Cotton On Group Tongue and groove system Flooring MASTER VN-0t Timber Oak Veneer Plank oak Veneer Oak tamatch TM-01 Pao36 220mm x 15mm Thick Contractor N/A Ceiling rd Rustic White Smoke-European Brushed-UV lacquer Tongue and groove system USA Oslek Flooring White Oak (Cotton On) 22(hnm W x 2200 L x 15/4mm T Cotton On Group Cotton On Group www.oslekmmauFire rated substrate rv:www.oslek.com.auOakViamiar Z20mmx35mm nick (Black core) Contractor Reference store:Manakou e... M Rough sawn timber slats Lightly sanded/ MASTER TM-03 PA-03a ]5..x25.. Varies Contractor N/A Refer to Cotton On Detail CO%7.5.1 Walls/Joinery 75.25 Unfinished - Oak Englneeretl zR timber board 20omm WxiSmmT Cotton On Group Tongue and groom system htms://www.homedeootcam/o/1-in-x- Lightly sanded/ USA The Home Depm Unfinished 1"x4" Contractor N/A Edge-WhitPremiumommn-Boaouare- Edge-W hitewood-Common-Boa rd USA Petl Oak Veneer Light walnut stain Reference store Station Island,NY In house Colour Staining/ ASIA Machine Cut to Finishes MASTER TMM Rough sawn timber planks B/C grade ply PA 03a Lightly sanded/ 140mmx 15mm Varies Contractor N/A Fitting Room MASTER VN-20 Tasmanian Oak Veneer N/A TasmaMan Oak PA-03b N/A MDF Contractor N/A Joinery 140 x 15 Unfinished M M 4'x 8'(1219mm.2438.,)5'.8' USA Pine Stain 23B Honey Pine Clear Buff slightly USA American white Oak (1524mm x 2418mm)4'x 10MDF Contractor plain sliced U219mm x 304Bmm)4'x 12' MASTER TM-06 N/A Rough sawn timber Walnut colourwood interior stain l x coat 100% 240mm x25mm Varies Contractor N/A Ceiling Cords brushed on (1219mm.3658..) 2 1010712021 PERMIT ISSUE 140 a 26 'New Baltic Pine' and wiped off 1 09/28/2021 CLIENT REVIEW SING American can Oak PA03b MOF Contractor MASTER TM-10 Pine lining regencey board N/A PA-01a Full cover TBC Varies Contractor N/A Wall REV. DATE DESCRIPTION Tasmanian Oak Veneer MASTER VIN 21 Perforated Board Custom Tasmanian Oak PA-03b Refer to General Detail SPT-09 MDF Contractor N/A Walls MASTER TM-14 Dressed Pine Tl tuber- PA 02a Low Sheen Varies Varies Contractor N/A Stud wails black [USABLE) COTTON ON GROUP MASTER TM-15 Raw Pine PA 03a Low Sheen-sanded back Varies Varies Contractor N/A Stud walls MASTER VN-30 Blackhole Blackbun Dmberwood Panels Blackhole Blackbutt Natural look finish 3400mm x 120Tmm x 1800mm MDF Contractor Gary Parsons Tmberwood Double sided pressed veneer Joinery to remove Splinters - Veneer sealant.Matt[lear 2700mm x 1200..x lB mm 0 Impression Veneers Craig ASIA Dressed pine Man UYU219rom. 2438mm) 4. Duf all USA New Age Veneers Byron Blackbutt IP19min.mx8m.) ) 4'.32' Arnpresslonvensers.cwn Trial store American Dream Joinery RE A 9.,. 658..1 wwwCOTTON49 visible n cam MASTER TM-36 Chipboard PA-Ola Apply so grain is still Varies Varies Contractor N/A Wall Badding cralggHmpressloovenee ' '- - .' ASIA VM-20 Tasmanian Oak Solid MASTER TM-20 Tasmanian Oak PA-031, Malt Varies Contractor N/A Joinery Timber American White Oak Blackinole Mattson Timberwood Panels- Natural look Finish 2400mmx1200mmx1800mno USA Solid Timber plain 3/4"09mm)-21/2"(63.5mm) Contractor N/A MASTER VN-34 Veneer Perforated Board Custom Blackhole Blackbvtt sealant Man clear DOpmmv12O0mmx180Din MDF Contractor Gary Parsons Timbervacd Single sided pressed veneer Joinery (USABLE)ed MASTER TM-30 Blackhole Slackbutt Solid N/A Blackhole Blackbutt Natural lock finish N/A Varies Contractor N/A Fitting Reom Board size:Zaccariax 1200mm, Timber sealant.Matt dear MASTER VN40 bnwootl Veneer New Age Veneers Say Urban Ashwopd Prefnifiee 3600mm e1Ll Refer to Kids MDF Contractorwww.newageveneers.[om.au SBO days lead time Joinery WASHINGTON Standard Detail [all L1 7 ASIA Thli REFER SQUARE Vinyl plank timber Sales/fitting room a MASTER VI-01 floarirN senso Natural/IN 00)4745 Prefm:nee 914mmx184mmx2mm Exlrting floor Contractor Bunning Warehouse 16 planks per Dack(2.69.2 per hoz) Oaodng When fabric is nM double sided Awning Fabric-Recaril IF MALL MASTER UP-01 Fabric Awning R-012 Ble nco Rojo White Red Prefinished 121111mm W x 601(Fall) N/A Austex Fabrics haps://austexfabrictutori manufacturer to double up so Kids Counter Awning MASTER VI-07 Blue vinyl To match PMS:2738C man Varies Contractor Vanes Awning underside has stripes IM. 11 .11111 UP-O8 Kids Awning Leather Strap Mega Kids signage a MASTER 51 General akirthw board Dona BVA4211 PA-01c 42...11.. Varies Con[rattor Porta-www.portamm.au General Skiving 9393 SW WASHINGTON Page 10of 10 SQUARE RD. TIGARD, OR 972231 SPACE S07 Page 9 o 10 WWW.COTTONON.COM FINISHES SEAL&SIGNATURE DATE: 09/22/2021 ,f D PROJECT NO: 16-000 DRAWN BY: NO CU CHECKED BY: RM ROBERT J. DING.NO: all o A-006 T�OF OVP FOR AHJ APPROVAL STAMP: 105-0,H' , II -, I - 4 4 �I I �� 1 3 �r :1 CCL0 7 a I IB Do 13 I T , irl , 3 I a r-r f� _ ---- I - - - rJ 1�= - - II gr.. I- �� e _ z 5 I II I �rJ I I I Li 8 I ILL =.JI L " B I 2 I f 1 I,Ir - - - 'TI _ b iso V LIJ r - TI - I I I U 7 1 L 2 - 31 n 3 / --- - 10 - - - - - - R-7 \J{� utl l l l � 461 FROM ROAD, PARAMUS, NJ 07652 3 Tr � 71973.253.9393 • WWW.SARGARCH.COM IL:TI 4 3 <� CONTRACTOR NOTE: I 7 WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE �- 4 En :I - L- 3 - THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING rn 3 I I I I !I I CO IBIONS AND MITTING BIDS. REPORT ANYMENSIONS ORE SU i 7 T f 1 � 1 _ET I I rl f DISCREPANCIES OF ANY CONDITIONS I l WHICH MAY INTERFERE WITH THE PROPER 5EXECUTION OF THE CONTRACT TO THE / TENANTS REPRESENTATIVE. REPORT - - o-- m I - - - 1 4 DISCREPANCIES DURING BIDDING PROCESS w 5 AND BEFORE START OF CONSTRUCTION. 5 III 1I y CHANGE ORDERS NEED TO BE APPROVED BY CONSTRUCTION MANAGER FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR _ 3 - - --- ---24'-111/2'- - -- --- CONFLICTS BETWEEN THE PLANS AND THE _ (7607) EXISTING CONDITIONS PRIOR TO THE r .2 - COMMENCEMENT OF WORK. ISSUE DATES Aj -41 'Ll rr x-10' ---111---- --- ------ S.);�� --- - - ,�� - - �"1- - --�--------( fj J (16497) 2 10/07/2021 PERMIT ISSUE nc 20'8114' 1 09282021 CLIENT REVIEW 33'-7114' OD REV. DATE DESCRIPTION 92'-n 1/2' (10239) 967) (28333) COTTON ON GROUP N COTTON:ON DEMOLITION PLAN WASHINGTON 100 LEGENDKEY NOTES: GENERAL BARRICADE NOTES: GENERAL NOTES: SQUARE 1. THE SCOPE OF THE WORK INCLUDES ALL INTERIOR ELEMENTS NECESSARY TO ACCOMMODATE MALL 1. CARE IS TO BE TAKEN WHEN DISASSEMBLING AND REMOVING THE NEW WORK THIS INCLUDES,BUT IS NOT LIMITED TO ALL INDICATED NON-LOAD BEARING 16. G.C.TO REMOVE ALL ABANDONED ELECTRICAL WORK AND ABANDONED PIPING WITHIN TENANTS 34, G.C.TO COORDINATE LOCATION OF HOLES CUT FOR LOCKS WITH LOCKSMITH PRIOR TO CUTTING. INTERIOR AND EXTERIOR WALLS.ALL CEILING,All FLOOR FINISHES DOWN TO A CLEAN LEVEL SPACE UNLESS NOTED OTHERWISE 35. DEMISING WALLS ARE NON-LOAD BEARING. G.C.TO VERIFY IF ADDITIONAL BRACING IS I 1 DEMOLISH EXISTING WALL TOALLOW F EXTRA FITTING R BARRICADE-GENERAL CONTRACTOR IS TO RESTORE MALL WORKING SURFACE AND ALL SYSTEMS THAT ARE NOT TO BE REUSED IN THE NEW 17. G.C.TO PATCH AND REPAIR ALL WALLS TO REMAIN WHICH ARE DAMAGED DURING THE DURATION REWIRED. 2 DEMOLISH EXISTING DOORS DR REL ATE REUSE IN NEW OPOSED FITTIN R S FLOORINGISIDEWALK AND BULKHEAD TO A"LIKE NEW CONDITION. CONSTRUCTION.NO STRUCTURAL ELEMENTS SHALL BE REMOVED WITHOUT LANDLORD OF DEMOLITION WORK.PREPARE SURFACES AS REQUIRED FOR APPLICATION OF NEW 36. ANY EXISTING EQUIPMENT OR COMPONENT IN OR PERTAINING TO THE PREMISES THAT IS BEING DEMOLITION LEGEND 3 DEMOLISH EXISTING WALLS D GOOD TO ADJACENT SURFACES IN PRE TION FOR APPROVAL SCHEDULED FINISHES.MAINTAIN ALL EXISTING FIRE RATINGS. ABANDONED MUST BE DEMOUSHCOMPLETELY AND PROPERLY REMOVED FROM PREMISES. FEW FITOUT 2. BARRICADE INSTALLATION BY COTTON ON BODY APPOINTED BARRICADE TL VENDOR2. THE GENERAL CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT 18. ALL EXISTING FLOOR FIXTURES NOT REMOVED BY PREVIOUS OWNER ARE TO BE REMOVED BY 37. ALL ABOVE GROUND UTILITY LINES NOT TO BE RE-USED MUST BE REMOVED TO POINT OF ORIGIN. (� DENOTES WALLS AND WINDOWS I 4 RETAIN EXISTING TILES FILL IN WHERE REQUIRED .IRED WITH NEW TILES WHERE REQUIRED OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF THE WORK. G.C.UNLESS OTHERWISE NOTED. ALL UNDER SLAB UTILITY LINES TO BE CUT CAPPED AND SEALED PER CODE. 9393 SW WASHINGTON TO BE DEMOLISHED 5 RETAIN EXISTING DOORS&ENSURE LOCKABLE FROM COMMUNAL AREA-MAKE GOOD TO 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL 3. DURING THE DEMOLITION PHASE THE GENERAL CONTRACTOR SHALL SUPPORT ALL EXISTING 19. ALL EXISTING MERCHANDISE WALL HARDWARE NOT REMOVED BY PREVIOUS OWNER TO BE 38. ALL ROOF MOUNTED EQUIPMENT ABOVE THE LEASED PREMISES NOT TO BE REUSED MUST BE EXISTING WALLS ADJACENT SURFACES BARRICADE GRAPHICS AND FINISHES IN"LIKE NEW CONDITION STRUCTURES AS REQUIRED AINTAIN IRED TO MA SAFE WORKING ENVIRONMENT. ANY DAMAGE REMOVED BY GC. REMOVED BY TENANT G.C.AT TENANT EXPENSE. ROOF MUST BE PROPERLY PATCHED BY MALL 6 RETAIN EXISTING FLOORING-PATCH AND REPAIR AS REQUIRED SQUARE RD. TIGARDIRED NTH NEW FLOORING TO 4. FOR EXTERIOR LOCATIONS,USE 314"CDX-SMOOTH ONE SIDE PLYWOOD CAUSED BY THE DEMOLITION PROCESS WILL BE CORRECTED BY THE G.C.AT NO COST TO THE 20. AFTER DEMOLITION,GENERAL CONTRACTOR SHALL VERIFY ELEVATION OF EXISTING FLOOR REQUIRED ROOFER. ROOF CURBS MUST BE REMOVED AND ROOF PATCHED-DO NOT CAP. O MATCH EXISTING OVER WOOD FRAMING.SMOOTH SIDE TO FACE EXTERIOR. PRIME AND OWNER. SUBSTRATE AND SHALL BE RESPONSIBLE FOR FLASH PATCH TO SMOOTH NO MORE THAN W PER COORDINATE ALL WORK WITH MALL OPERATIONS DIRECTOR , OR 97223 EXISTING STOREFRONT SYSTEM AND ENTRY DOORS TO REMAIN.GC TO PROTECT DURING 4. IF THE DEMOLITION PROCESS RESULTS IN AN UNSAFE WORKING ENVIRONMENT,STOP WORK ,O INCHES OUT OF LEVEL. 39. ALL FLOOR PENETRATIONS MUST BE CORE BORED OR SAW CUT. G.C.MUST X-RAY OR PAINT AS NOTED.- NOTE:USE CLEARBOARDS,NOKNOTSORDEFECTS, 21. G.C.SHALL MAJNTAIN FIRE RATING ON ALL INTERIOR COLUMNS AND BEAMS UNLESS OTHERWISE OTHERWISE VERIFY THAT THERE ARE NO EXISTING UNDER SLAB CONDITIONS OR UTILITIES THAT SPACE SOT DENOTES CEILINGIFLOORING CONSTRUCTION IMMEDIATELY AND NOTIFY THE APPROPRIATE AUTHORITY,OWNER AND ARCHITECT PRIOR TO COVERINGS TO BE 8 EXISTING DOOR TO BE RETAINED AND RE-USED.CLEAN AND SERVICE TO'AS NEW CONDITION FINISH GRADE. PROCEEDING. NOTED.(PER VERIFICATION OF RATING REQUIRED). WILL BE AFFECTED PRIOR TO CORING/CUTTING CONCRETE. DEMOLISHED 9 EXISTING WALL TO BE PARTIALLY DEMOLISHED S. PROVIDE BATT INSULATION AS NEEDED FOR CLIMATIC CONDITIONS- 5. GC.TO PROVIDE ALL UFE SAFETY SYSTEMS INCLUDING,BUT NOT LIMITED TO,TEMPORARY 22 NOTHING TO BE REUSED CAN BE ABANDONED. ALL UNUSED ITEMS(INCLUDED BUT NOT UMITED 40. OPENINGS ON ELEVATED SLABS MUST BE SLEEVED,SEALED,FIRE STOPPED,AND NOTE:EXISTING FLOOR AND CEILING 70 BE MADE GOOD FOR 10 LOCATION OF EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED PROVIDE SOUND INSULATION AS REQUIRED BY MALL MANAGEMENT. LIGHTING BARRICADES,GUARD RAILS AND VENTILATION SYSTEMS AS REQUIRED BY LOCAL, TO CONDUITS,PIPING,WIRING,EQUIPMENT,HANGERS,DUCTWORK,ETC.)MUST BE REMOVED TO WATERPROOFED. NEW FINISHES STATE AND FEDERAL JURISDICTIONS. ITS POINT OF ORIGIN AND BRW GHT BACK TO ITS ORIGINAL CONDITION. 11 EXISTING STRUCTURAL STEEL COLUMNS TO REMAIN,GC TO PROTECT DURING 41. ALL PIPING SLEEVES MUST EXTEND A MINIMUM OF 4',OR TO THE HEIGHT OF THE BASE. 6. ANY SYSTEMS THAT WERE CONNECTED TO A UTILITY SHALL BE REMOVED BY A TRADE FAMILIAR 23. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR REMOVAL AND OR ADJUSTMENTS TO CONSTRUCTION&MAINTAIN FIRE TOTINGET REQUIRED WITH THAT UTILITY. CAP ALL REMAINING UTILITIES AND MARK THEIR LOCATIONS AT THE SITE AND 42. COORDINATIONOFCONSTRUCTION BARRICADE AND DUMPSTERS IS TO BE COORDINATED WITH WWW.COTTONON.COM MECHANICAL AND ELECTRICAL SYSTEMS. MALL MANAGEMENT ON SITE. 12 ACCESS TO EXISTING BATHROOM TO BE RETAINED FOR COTTON ON STAFF USE AS PER ON THE AS-BUILT SET OF PLANS. GC.TO NOTIFY THE UTILITY COMPANY AND THE LANDLORD 24. STRUCTURE AND FINISHES WHICH ARE NOT SPECIFICALLY INDICATED TO BE REMOVED AND 43. ALL LEASE AGREEMENT. PRIOR TO PROCEEDING WITH THE DEMOUTIOWREMOVAL PROCESS. DISPOSED OF SHALL BE PROTECTED FROM DAMAGE DURING THE EXECUTION OF THE WORK. DEMO TO BE COMPLETED PRIOR TO CONSTRUCTION COMMENCEMENT 7. G.C.TO NOTIFY LANDLORD'S REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF WORK 25. PROVIDE AND MAINTAIN TEMPORARY PARTITIONS OR DUST BARRIERS ADEQUATE TO KEEP DIRT, INCLUDING CUTTING,REMOVING AND ALTERING OR SHUTTING OFF ANY MECHANICAL SYSTEMS. DUST,NOISE AND OTHER PARTICLES FROM BEING TRANSFERRED TO ADJACENT TENANT SPACES. COORDINATE ALL EFFORTS WITH THE LANDLORD'S REPRESENTATIVE. REFER TO �. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH OWNER AND LANDLORD SERVICE LEGEND MECHANICAUELECTRICAL PLANS FOR SPECIFIC WORK REQUIREMENTS. REGARDING DESIGNATION OF ALL MATERIALS AND FIXTURES TO BE SALVAGED FROM THE 8. G.C.TO PROCEED WITH DEMOLITION IN ACCORDANCE WITH ALL APPLICABLE CODES AND EXISTING PREMISES, REGULATIONS' DEMOLITION PLAN 27. ALL EXISTING FIRE RATED ASSEMBLIES TO BE MAINTAINED. ANY DAMAGE DONE TO INTEGRITY OF ® E1 FIRE EXTINGUISHER IN ACCORDANCE 9. G.C.TO COORDINATE WITH LANDLORD TRASH REMOVAL PROCEDURES,LOCATION OF TRASH WITH LOCAL REGULATIONS DUMPSTERS TIME SCHEDULES,ETC.DISPOSE OF ALL TRASH IN A MANNER COMPLIANT WITH ALL ASSEMBLY DURING DEMOLITION AND NEW CONSTRUCTION SHALL BE REPAIRED BY THE GENERAL 0 DP DOWNPIPE LAWS,REGULATIONS,ETC.G.C.TO ABANDON ANY MECHANICAL OR ELECTRICAL SYSTEMS. ALL CONTRACTOR. EQUIPMENT NOT TO BE REUSED IS TO BE REQUIREMENTS. 28. GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY BARRICADE AT - WP(EX) EXISTING WASTE POINT 10, AREAS IN WHICH DEMOLITION AND SALVAGE WORK IS DONE SHALL BE CLEANED DAILY. ALL STOREFRONT AT OWNERS EXPENSE,AS NECESSARY TO CONTROL ACCESS TO AND PROTECT THE LEASED PREMISES DURING THE PERIOD OF DEMOLITION 8 NEW CONSTRUCTION. DUST,DIRT DEBRIS,UNSALVAGEABLE AND NOT REUSABLE SHALL BE TOTALLY REMOVED FROM WP PROPOSED WASTE POINT THE PROJECT SITE DAILY.UNDER NO CIRCUMSTANCE SHALL REFUSE BE ALLOWED TO BLOCK OR 29. GENERAL CONTRACTOR(G.C.)SHALL COORDINATE DEMOLITION WORK WITH OWNERS TENANT IMPAIR CIRCULATION IN CORRIDORS,STAIR SIDEWALKS OR OTHER TRAFFIC AREAS AT ANY TIME. COORDINATOR AND/OR FACILITIES DIRECTOR. G.C.SHALL ARRANGE AN ORIENTATION MEETING SEAL&SIGNATURE DATE: 09/22/2021 �" CW(EX) EXISTING COLD WATER POINT WITH THE LANDLORD PRIOR TO THE COMMENCEMENT OF THE WORK G.C.SHALL CONFIRM THE o CW PROPOSED COLD WATER POINT 11. EXISTING SPRINKLER HEAD GRID,MAIN 8 BRANCH PIPES ER REMAIN FUNCTIONAL E DURING M LANDLORDS REQUIREMENTS WITH RESPECT d PROJECT NO: 16-000 DURATION OF THE ER ONTRA WORK COORDINATE ALTERATION OF THE SPRINKLER SYSTEM 30. TO LIABILITY COVERAGE,CONSTRUCTION PROCEDURES AND COORDINATE THE CONSTRUCTION ,f •K Q Hw HOT WATER sv57EM WITH THE SPRINKLER CONTRACTOR SCHEDULE WITH THE OPERATION OF OTHER TENANTS. `'l C � DRAWN BY: VG EXISTING SWITCHBOARD,REFER 12. PRIOR TUNE STARTHA ANY NEW CONSTRUCTION,CLEAN THE SITE OF ALL DEMOLITION DEBRIS. 31. PROVIDE ADEQUATE PROTECTION AS MAY BE NECESSARY TO PREVENT DAMAGE TO EXISTING ~J GC.SHALL ASSURE THAT THE DEMOLITION WORK IS COMPLETE TO THE POINT WHERE NO V CHECKED BY: RM ezlsnrvc TO WD FOR LOCATION AND NOTES ADDITIONAL DEMOLITION SHALL BE REWIRED. CONSTRUCTION,WORK 8 EQUIPMENT SHOWN TO REMAIN. ,Cv ROBERTJ � PROPOSED SWITCHBOARD,REFER 13. IF AN EXISTING SECURITY SYSTEM IS IN PLACE,NOTIFY OWNER/ARCHITECT TO DETERMINE IF 32. EXERCISE THE GREATEST POSSIBLE CARE WHEN REMOVING MATERIALS SCHEDULED FOR a/ rj DWG.NO: 0 TO IND FOR LOCATION AND NOTES REUSE. USE WORKMEN SKILLED IN THE APPROPRIATE TRADES. IDENTIFY POINT OF REUSE. • • ANY OR ALL OF THE SYSTEM CAN BE REUSED. STORE AND PROTECT AT LOCATIONS DIRECTED. `HR FIRE HOSE REEL 14. G.C.TO COORDINATE WITH OWNER AND ARCHITECT PRIOR TO THE START OF DEMOLITION TO A- 1 0 0 DETERMINE THE SCOPE OF ALL MATERIALS,FINISHES AND SYSTEMS THAT ARE TO BE REUSED. 33. NEITHER THE OWNER OR CCNTRACTOR SHALL REMOVE MATERIALS SUSPECTED OF CONTAINING 15. GC.TO REMOVE EXISTING AWNING AND FRAME ABOVE ASBESTOS OR POLYCHLORINATED BIPHENYL(PCB)FROM THE AREA OF THE WORK WITHOUT �� FIRST CONSULTING THE LANDLORD. 0F 0 FOR AHJ APPROVAL STAMP: 103'-6114^ (31550) rt —ci 2 2 E2 F- 3 4 —-—-—-— - —-— - — 2 2 fT 22 2 2 z 2 " cp . .... I u..... 2 22 - ——— -- -- --- -- 2 Li ---L4j 4 .oxi 461 FROM ROAD, PARAMOS, NJ 07652 T1973.253.9393 WWW.SARGARCH.COM E: CONTRACTOR NOTE: 2 WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS.THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER 2 EXECUTION OF THE CONTRACT TO THE 2 TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY CONSTRUCTION MANAGER FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR ---- ----- --- --- - - - - ....... CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ISSUE DATES 3 4 2 6 2 3 Y-63W 9-731r 3/4' L L 1060)!L� 1011 p.. ? 2 10/07/2021 PERMIT ISSUE 1 09/28Q021 CLIENT REVIEW 4�-—-—-—-—-—-—-—- W-10, 33-71/4* W-6 1W REV. DATE DESCRIPTION (10239) COTTON ON GROUP COTTOWON DEMOLITION REFLECTED CEILING PLAN WASHINGTON � 1 : 100 LEGEND: KEY NOTES: SQUARE 1 DEMOLISH EXISTING CEILING,AND MAKE GOOD IN PREPARATION TO FILL IN CEILING TO MALL MATCH EXISTING P/B CEILING @9'5' 2 DEMOLISH EXISTING WALLS AND MAKE GOOD TO ADJACENT SURFACES IN PREPRATION FOR DEMOLITION LEGEND NEW FITOUT 3 EXISTING STRUCTURAL STEEL COLUMNS TO REMAIN,GC TO PROTECT DURING DENOTES WALLS AND WINDOWS CONSTRUCTION&MAINTAINFIRE RATING AS REQUIRED TO BE DEMOLISHED 4 EXISTING CEILING TO SALES AREA TO BE RETAINED.ALL SERVICES(FIRE,SPRINKLER,MECH 9393 SW WASHINGTON EXISTING WALLS ETC.)TO BE RETAINED AND RE-USED. 5 VERIFY ANY EXISTING PIPES,BRACING,STRUCTURE,OTHER OBSTRUCTIONS,&ANY SQUARE RD. TIGARD, OR 97223 DISCREPANCIES WITH EXISTING CONDITIONS,ETC.EXPOSED DURING DEMOLITION NOTIFY COTTON ON PM&ARCHITECT OF ANY ITEMS THAT MAY INTERFERE WITH NEW WORK DENOTES CEILING/FLOORING 6 RETAIN EXISTING FLOORING-PATCH AND REPAIR AS REQUIRED WITH NEW FLOORING TO SPACE S07 MATCH EXISTING COVERINGS TO Be DEMOLISHED C 7 EXISTING MECHANICAL SYSTEM TO REMAIN.MODIFICATIONS TO BE MADE AS NECESSARY TO ALLOW FOR NEW CEILING.COORDINATE WITH REFLECTED CEILING PLAN&MECHANICAL NOTE:EXISTING FLOOR AND CEILING TO BE MADE GOOD FOR SHEETS NEW FINISHES 8 EXISTING EXIT OR EMERGENCY LIGHT TO REMAIN-GC TO RELOCATE IF REQUIRED,ENSURE OPERABILITY AND CONFORMANCE TO LOCAL REGULATIONS WWW.COTTONON.COM 9 EXISTING SPRINKLER SYSTEM TO REMAIN.GC TO MODIFY HEADS AS REOURIED,GC TO PROVIDE SHOP DRAWINGS IF REQUIRED 10 EXISTING CEILING,LIGHT FIXTURES TO REMAIN SERVICE LEGEND 11 EXISTING GYPSUM BOARD SOFFIT TO BE REMOVED DEMOLITION El FIRE EXTINGUISHER IN ACCORDANCE WITH LOCAL REGULATIONS REFLECTED CEILING 0 DP DOWNPIPE PLAN 0 WP(EX) EXISTING WASTE POINT * WP PROPOSED WASTE POINT aF CW(EX) EXISTING COLD WATER POINT � CW PROPOSED COLD WATER POINT SEAL&SIGNATURE DATE: 0912212021 C= HW HOT WATER SYSTEMAR PROJECT NO: 16-COO EXISTING SWITCHBOARD,REFER DRAWN BY: VG TO WD FOR LOCATION AND NOTES CHECKED BY: RM PROPOSED SWITCHBOARD,REFER TO WD FOR LOCATION AND NOTES ROBERTJ DWG.NO: FHR FIRE HOSE REEL A- 101 OF 0 FOR AHJ APPROVAL STAMP: SUBSTRATE (5B"GYP BD) CORE (3 518'MTL STUD) 104'-61/4' SUBSTRATE (31855) (12'PLYWOOD+y8"GYP BD) r� r- 1 1 `` 1 *EXAMPLE OF A 14F,WALL TYPE 11 '11 + 1❑ 11 11 o-� 11 11 WALL TYPE TAGS 8 PLACEMENT "f REFERENCE B=BATT INSULATION 12 j SIDE F=FULL HEIGHT S=SOUND RATED ACOUSTICAL PARTITION m 2 X=FIRE RATED CONSTRUCTION 10 10 �li� x C 14F1 WOMENS -- SEE PARTITION TYPE LEGEND _ ABOVE FOR CONSTRUCTION TYPE . 1 EX FOR FULL HT&FIRE RATED WALLS EXTENDING TO ROOF STRUCTURE I- SEE DETAIL SHEETS ��Agr``��Qq��]J�`((eeFF RqII II(�• ��jj SUBSTRATE:WHEN 2 SUBSTRATES ARE APPLIED TO iGi D23 -301 2 Dt 11 - ., SU95TRATE_COREr$UB�iTE AGAINSTSAMESIDS ODA WALL,THE FIRST LISTED SUBSTRATE IS I P(f$(�uTuITION TYPE IDENTIFICATION 0=NO SUBSTRATE 11 EX10 4 I D3 �VRC: 1=518•GYP BD I u I D2 D1 - I � A=7/8"FURRING 2=518'GYP BD(MR)=MOISTURE RESISTANT _1 ( � - - B=11/2'Z FURRING 25GA(VERTICAL INSTALLATION) 3=518'GYP BD(EXT)=EXTERIOR SHEATHING/ ( n 10 0 1 _ 1 / u 3 Eq ti C=1 1/2"Z FURRING 20GA(VERTICAL INSTALLATION) 4=518' GYP BOARD-UNFINISHED FOR TEXTURE PAINT `J u 2 -200 ro D=1 518"METAL STUD 25GA 5=METAL STRAPPING+518' GYP BOARD FROOM r , Dl D1 - 1 1 _ __ - � E=2112"METAL STUD 2DGA 6=METAL STRAPPING+518' MOISTURE RESISTANT rt 2 I F=3 518'METAL STUD 25GA GYP BOARD XISTIN' I 11 D3 G=3518"METAL STUD 20GA 7=METAL STRAPPING+518' GYP BOARD-UNFINISHED �\ I 9 D1 -� 2 -- M=6'METAL STUD 25GA FOR TEXTURE PAINT•-J.� 10 N=6'METAL STUD 20GA a=TIMBER CLADDING(SUPPLIED BY MILLWORKER)+ 1 l P=6•METAL STUD I6GA 112'MDF I HI --- - 3 Q=8"METAL STUD 25GA 9=112'MDF R=8'METAL STUD 20GA 10=MDF WITH GROOVES(SUPPLIED BY MILLWORKER)+ DWELL �_ - I- EX=EXISTING WALL ill"MDF(SEE PLAN FOR GROOVE ORIENTATION 461 FROM ROAD, PARAMUS, NJ 07652 EX _ 11=LAMINATE CLADDING(SUPPLIED BY??) 71973.253.9393 • WWW.SARGARCH.COM -- --- - -`--�1 - 1 __ _.. 12=112"PLYWOOD 4 --- 13=314'PLYWOOD 6 INTERIOR PARTITIONS WITHIN 14=112'PLYWOOD+518'GYP BD TENANT SPACE ARE TO BE RATED 15=112'PLYWOOD+518"GYP BD(MR) 13 -�_ MENS UL#U419 16=3/4•PLYWOOD+518'GYPBID CONTRACTOR NOTE: 3'-0' 1 17=518"GYP BD+112•PLYWOOD 18=518'GYP BD+314'PLYWOOD WRITTEN DIMENSIONS HOLD PREFERENCE F 13 BO Y (el<) a 1 I5 z1 1z 19=9a'GYPBD+5/8'GYPBD OVER SCALED DIMENSIONS. DO NOT SCALE Ty H 2o=sa'GYP Bo+z EIFs THE DRAWINGS.THE CONTRACTORS MUST +• R' I ,•' }i 1'; {� � f 21=519'GYP SO(MR)+1)2'PLYWOOD �, w x L ' + �4 + o x o < 0 22=58'PLYWOOD VISIT JOB SITE TO VERIFY ALL EXISTING - w- --- 14 - Q 3 COUNTER a 11 1M--4�- 11 W 20 W 23=3/4•PLYWOOD+3/4'PLYWOOD CONDITIONS AND DIMENSIONS BEFORE Yi 4 24=518"PLYWOOD TO 4'-0'AFF&514"GYP BD ABOVE SUBMITTING BIDS. REPORT ANY -- -- - - - ��• )_ LI 25=518'USG DUROCK CEMENT BOARD MORTARRTARCLADDING DISCREPANCIES OF ANY CONDITIONS -� 26= GDUROCK CEMENT BOARD+CUT BRICK& WHICH MAY INTERFERE WITH THE PROPER 2_ 27= 5/8"GYP eD-z LAYERS EXECUTION OF THE CONTRACT TO THE 02 I - -- - -- -- 28=112'PLYWOOD TO10'-6'AND1/2'CEMENT BOARD TENANTS REPRESENTATIVE. REPORT H z3 o-_ 5 w VFo_u, z4 25 za zs = - I 4 29FROM 314"ROUGHOSAWNTIMBER+112'PLYWOOD DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. zz CHANGE ORDERS NEED TO BE APPROVED I Dz ' �_- ❑ Dz 31 3z 33 10 is w �, w �, w BY CONSTRUCTION MANAGER FOR ISSUES zz to ARISING FROM THE FIELD CONDITIONS OR D2 ( JD2 29 w 3 COEXIST NG CONDITIONS PRIOR TO THE NFLICTS BETWEEN THE PLANS AND HE I Dz ' 17 FITTING I 1s s COMMENCEMENT OF WORK. 30 3 302 z w ROOMS 16 1 ISSUE DATES l ---- w _= I RESERVE 1 __- -_ I `Q PARTITION TYPE LEGEND 34 KIDS 3 3^00�A *TYPES SHOWN BELOW ARE MOST COMMON FOUND IN PROJECT,ADDITIONAL PARTITION TYPES MAYBE USED.SEE CHART ABOVE 2 h � t 26 7-- 27 28 21 15 117 5IV-9112" 7'-5 112" 1'-91/2" ! -- MDF WITH (545 2276 - _ w o / GROOVES EXISTING EXISTING WALL EXISTING WALL WALL __ _- EXISTING GYP. 112"MDF 518'CEMENT BOARD BRICK CLADDING H __.._ _ __. _- _ H 68' Iy1/2, 8' 2 10/072021 PERMIT ISSUE - 1 09/282021 CLIENT REVIEW 36-10" 54'-,1/4' (11836) (16490) EX EX10 EX26 REV. DATE DESCRIPTION A B C D4, 538 COTTON ON GROUP A - - MDF WITH MDF WITH 518"GYP BD GROOVES GROOVES EXISTING WALL 3518"STUD 3518'STUD 3 5/8'STUD 112'MDF 112'MDF 5/8'CEMENT BRICK BOARD CLADDING COTTON'ON Y. 518"CEMEM • BOARD J, 3518' 35/8" " 518" 4114" 12" GND FLOOR ,2 1n' 1/2. 2 12 „a" = ,'-o" 10EXIO IOG10 25GO 26GO WASHINGTON KEY NOTES: AREA SCHEDULES: NOTE; SQUARE t ENSURE LORD AND/OL INTEGRITY IS MAINTAINED AT ALL TIMES.REFER PARTITION TYPE O � 1 RETAIN EXISTING FLOORING-PATCH AND REPAIR AS REQUIRED WITH NEW FLOORING TO MATCH EXISTING GENERAL P E N TF,�S, 2 SAFETY HOUSE.REFER TO GENERAL DETAIL SRD-1.GPO'S TO BE INSTALLED @ 1600 AFFFL AREA SCHEDULE•SALES/INONSALES-METRIC+IMPERIAL AREA SCHEDULE-METRIC+IMPERIAL TO LANDLORD AND/OR STRUCTURAL ENGINEER IF IN DOUBT 8 ENSURE MALL CLEARANCE IS MAINTAINED AS PER STRUCTURAL CODES A. PARTITIONS ARE DIMENSIONED IN PLAN FROM FINISH FACE TO FINISH FACE. � 3 CREDENZA(CONFIRM AVAILABLE WIDTH PRIOR TO CONSTRUCTION)-REFER TO DETAIL C06.3 FINISHED TO MATCH COUNTER TYPE I SRM SRF % I I AREA SqM SqF % 1 1 4 USA DDA MODULE WITH COUNTER FRAME WITH POS SYSTEM.REFER STANDARD DETAIL CO6.2.2 (NON SALES 429.06 m' 4618.37 SF 53% IACCESSORIES 12.75 m' 137.29 SF 2% 1 IFFL B. CRITERIA FOR PARTITION HEIGHTS(OCCUPIED SPACES ONLY): 5 3 POS COUNTER REFER TO DETAIL MEGA 6.1.5-WTH FRAME MEGA 6.411 WITH OUT FRAME (SALES 381.51 m- 4106.49 SF 47% IBABY 39.64 m' 426.72 SF 5% 1 FLOORING AS SPECIFIED PARTITIONS WITHOUT SUSPENDED CEILINGS ON BOTH SIDES OF PARTITION EXTEND TO STRUCTURE. 6 FREESTANDING STEEL FRAME FINISHED PC-01.REFER TO DETAIL C08.2.1. a1as7 m' 8720.88 SF t00% IBODY 54.03 m= 126.58 F u% PARTITIONS WITH SUSPENDED CEILINGS ON BOTH SIDES OF PARTITION TERMINATE 4'ABOVE SUSPENDED CEILINGS,UNO. 7 PAIN ALL EXISTING WALLS WHITE IBOVS 51.73 m' 561.58 SF 7% PARTITIONS WITH SUSPENDED CEILINGS ON ONE SIDE AND NO CEILING ON THE OTHER SIDE OF PARTITION EXTEND TO STRUCTURE WITH GYP BD FULL (COUNTER 31.78 m' 342.12 SF a% HEIGHT ON ONE SIDE,UNO. a ENTRY 6B9m 96.74 SF ,% 9393 SW WASHINGTON 9 LOCATI C QF EX�S7ING SWITCHBOARDS AND ELECTRICAL EQUIPMENT TO BE RETAINED PND RE-USED.SERVICE AS RE9UIRED.REF R TO ELECTRICAL DRAIMNGS. 1FITTING ROOM 40.30 m' 433.81 SF 5% ELECTRICAL CONDUIT SET INTO CHASE. 10 EXISTING S U?TL RAL STEEL COLUMNS TO REMAIN,GC TO PROTECT DURING CONSTRUCTION&MAINTAIN FIRE RATING AS REWID (FITTING ROOMS 9.16 rtP 98.63 SF 1% - - • INFILL WITH NON SHRINK GROUT C. MOISTURE RESISTANT(MR)GYP BD IS REQUIRED FOR ALL WALLS BUILT AGAINST EXTERIOR WALLS. (GIRLS 73.87 m' 794.33 SF 9% D. HORIZONAL BRIDGING PER STUD SUPPLIER RECOMMENDATIONS 6 0 OC MAXIMUM. „ 4BAY WALL UNIT 9'3'HEIGHT SQUARE RD. TIGARD OR 97223 12 6 BAY WALL UNIT 9'3112'HEIGHT IMENS 147.64 m' 1589.21 5E 1 18% 1 RESERVE 6.06 - 85.71 SF 1% E.ALL 20GA.STUDS TO HAVE i 518'MINIMUM FLANGE WIDTH UNO. � 13 �5 BAY WALL UNIT 9'3112'HEIGHT � (SLEEP 8.76 m' 88.71 SF I 156 � SPACE S07 14 7 BAY WALL UNIT 9'3'HEIGHT I (UNUSED 1 103.95 m' 1118.87 SF 13% F.ALL INTERIOR FRAMING NOT COVERED IN STRUCTURAL LIGHTGAGE FRAMING SECTION SHALL COMPLY WITH THIS SECTION. 15 2BAY WALL UNIT 9-4112'HEIGHT IUTILITY$ mOOM 53.27 m' 1572.64 SF 7% FLOOR CHASE DETAIL WINDOINDISPLAY 49.67 ' 534.63 SF 6% � i6 1 BAY WALL UNIT 9-4,2'HEIGHT � G.COLD FORMED STEEL FRAMING SHALL CONFORM TO REQUIREMENTS OF THE CURRENT EDITION OF THE AMERICAN IRON AND STEEL INSTITUTE PUBLICATION 17 5 BAY WALL UNIT 1T-912"HEIGHT 817.57 m' 8724.86 SF 100% 6" 'NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL FRAMING-NONSTRUCTURAL MEMBERS",EXCEPT AS OTHERWISE SHOWN OR 18 6 BAY WALL UNIT a-412'HEIGHT MERKRETE HYDROGAURD 2000 or LATICRETE HYDRO BAN SPECIFIED. DUROCK ar DENS BOARD W W W.COTTONO N.COM 19 3 BAY WALL UNIT 11-91/2'HEIGHT H.FRAMING MEMBERS SHALL COMPLY WITH ASTM C 645 FOR CONDITIONS INDICATED,STEEL SHEET COMPONENTS SHALL COMPLY WITH ASTM C 645 AND 20 3 BAY WALL UNIT 9'3'HEIGHT r-- METAL STUD PROTECTIVE COATING SHALL COMPLY WITH ASTM A 653 G40 OR HAVE A COATING THAT PROVIDES EQUIVALENT CORROSION RESISTANCE,A40 GALVANNEALED 21 NEW BLACK FOUNDATION FRIDGE TO BE WIRED THROUGH TO COUNTER i O REINFORCEMENT FABRIC PRODUCTS ARE NOT ACCEPTABLE. 22 RETAIN EXISTING DOORS&ENSURE LOCKABLE FROM COMMUNAL AREA-MAKE GOOD TO ADJACENT SURFACES a E O TILE OVER THINSET I.FRAMING SHALL HAVE A MINIMUM THICKNESS OF 0.019 INCHES(57 KSI MINIMUM YIELD STRENGTH OR 0.030 INCHES KS 23 WALL MOUNTED WHITE PINBOARD 2440mmH X 1220mmW - THINSET ) (33 I MINIMUM YIELD STRENGTH). 24 FITTING ROOM HOOKS SUPPLIED BY COG.REFER TO DETAIL 5.1.115.1.2 SALES • ` CONCRETE SLAB J.FRAMING SHALL HAVE 11/4"FLANGES AND WEB DEPTHS INDICATED ON THE DRAWINGS. CONSTRUCTION 25 SURFACE MOUNTED MIRROR-PROVIDED BY COTTON ON pREA - COLOR AS NOTED ON PLAN- 25 ADA COMPLIANT BENCH TO SIDE OF COUNTER-FINISH TO MATCH COUNTER REFER TO DETAIL 6.1.3 POWDERCOATED SCHLUTER 18"MIN. K.FRAMING BASIS OF DESIGN:CLARKDIETRICH PROSTUD20,MARINOWARE VIPER 20.30 MIL,33 KSI DRYWALL STUDS ARE ALSO ACCEPTABLE ALTERNATIVES.IF PLAN L-SHAPE TRIM EDGE AT 27 2 POS C NTER.REFER T STANDARD DETAIL DRAWING 6.1.2 SUBSTITUTIONS ARE REQUESTED,THECONTRACTOR WILRESPONSIBLE Jf1JI' 4Q FINISH CHANGE QU L BE UBITU FOR PROVING THE SUBSTITUTION IS AT LEAST EQUIVALENT TO THE BASIS OF � 28 KIDS COUNTER AWNING.REFER TO DETAIL 6.1.15 � THIS DETAIL IS FOR WET AREAS.A'WET AREA'SHALL INCLUDE,WITHOUT LIMITATION, DESIGN.THIS INCLUDES SUBMITTING LOAD TABLES SHOWING THE SUBSTITUTED STUDS MEET OR EXCEED THE UNBRACED HEIGHTS GIVEN IN THE NOW 29 MOP HOLDER-OATES ALL PURPOSE HOLDER B-12146.ENSURE SECURED INTO STUD OR SCREWFIXED INTO MDF,BY SHOPFITTERPROVIDE BLOCKING AS REQUIRED ANY EQUIPMENT USING WATER OR OTHER LIQUID,OR ANY SPACE(S)THAT EMPLOY TANKS, COMPOSITE TABLES OF THE BASIS OF DESIGN STUDS AS WELL AS TESTING DATA THAT INDICATES SCREW CONNECTIONS FOR#B SCREWS MEET OR EXCEEDS BRICK BR-02 WATER CONTAINING SINKS,FLOOR SINKS,MOP SINKS,DISHWASHERS,FOUNTAINS, PUBLISHED VALUES OF THE BASIS OF DESIGN STUDS, 30 BOH 2 BAY WALL UNIT S'-11'HEIGHT PA-01A I RESTROOMS,SHOWERS,TUBS,WATER SPRAY FIXTURES,STEAM TABLES,WET FOOD 31 NEW RESERVE CHAIR PAINT y: PREPARATION AREAS,PREP KITCHENS,KITCHENS,BEVERAGE STATIONS,FOOD SERVICE L.BASE TRACKS SHALL BE SET ON SMOOTH AND LEVEL CONCRETE OR NON-SHRINK GROUT SUCH AS•MASTERFLOW 713'BY MASTER BUILDERS. 32 BOH DESK SET UP-POS 1 REQUIRED STATIONS,BARS,COLD OR FROZEN STORAGE AREAS ETX. 33 8FT(2.4m)MAINTENANCE LADDER-G.0 TO SECURE LADDER TO WALL WITH LOCK&CHAIN M.FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING CADMIUM PLATED OR ZINC COATED SCREWS(UNLESS NOTED).SCREWS SHALL BE OF SEAL&SIGNATURE DATE: 09/22/2021 MERKRETE OR LATICRETE ARE ALLOWED FOR WATERPROOFING MATERIAL.DENSSHIELD, 34 NEW RESERVE FRIDGE SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. 35 MPL9Y EL�/ �S-PROVIDE BLOCKING AS REWIRED DENSGLASS,OR DUROCK ARE ACCEPTABLE WALL MATERIAL.FOR ALL WALK-IN COOLERS �[j� d T PROJECT NO: 16-COO 35 BOH 3 8A,WALL UNIT S'RO HEIGHT AND OR FREEZERS,DENS BOARD OR DURA ROCK IS TO BE FULL HEIGHT BEHIND WALK-IN, N.SPLICES IN FRAMING COMPONENTS OTHER THAN TOP AND BOTTOM WALL TRACK ARE NOT PERMITTED.SEE DETAIL WSOI.01 FOR SPLICES IN TOP WALL °�� •SCC DRAWN BY: VG AND WATERPROOFING MATERIAL MUST ALSO BE FULL HEIGHT.REINFORCEMENT FABRIC TRACK. 37 BOH 6 BAY WALL UNIT 5-11'HEIGHT MUST BE USED AT ALL FLOOR-TO-WALL TRANSITIONS. V CHECKED BY: RM 38 GENERAL CONTRACTOR TO PROVIDE NEW LOAD BEARING DOOR HEADER FOR NEW DOUBLE INTERIOR ENTRY DOOR OPENING.STUDS TO MATCH EXISTING AND 0.ATTACH BOTTOM TRACKS WITH 0.157"DIA POWDER ACTUATED FASTENERS(HILTI X-IJ OR EQUIVALENT)AT 16"O.C.,TYP U.N. ROBERT J. SHOULD COMPLY WITH ALL BUILDING CODE STANDARDS STUD WALL-REFER TO DWG.NO 39 NEW PROPOSED OPENING AND DOOR.SEE DOOR SCHEDULE FOR MORE INFORMATION PARTITION TYPES FOR P.STUDS SHALL BE INSTALLED SO THE ENDS ARE POSITIONED AGAINST THE INSIDE OF THE RUNNER TRACK WEB PRIOR TO FASTENING AND SHALL BE • • MORE INFORMATION ATTACHED TO BOTH FLANGES OF THE UPPER AND LOWER RUNNER TRACKS,WITH(i SCREW IN EACH FLANGE OF EACH STUD,UNLESS NOTED. A- 1 02 T Cs� 4 WALL FINISH TRANSITION 5 WATERPROOFING DETAIL - ALL WET WALL � � 3"= 11-0.16„= 1.41 OF 0R FOR AHJ APPROVAL STAMP: ZONALLEGEND ACCESSORIES g D. y y ■ BABY E -3 rn <` 5 0Co BODY 0. LL ` z_ O r- ( BOYS 3: 6D - ■ ■ > 2 - Ol 5 LL COUNTER u I I I I I � 3 � �❑ ENTRY 0 'O z FITTING ROOM _ z FITTING ROOM 433.81 SF -3 301 2 3 ��� rV�� } L V C y a ❑ FITTING ROOMS z w 1f' N BODY 3 to ' L 1260.68 SF 2 -200 ■ GIRLS II-F 6 SHOPS / ` 25 BAYS 300; MENS Inn z N ❑ -I 461 FROM ROAD, PARAMUS, NJ 07652 RESERVE Fi MENS > 3 T1973.253.9393 • WWW.SARGARCH.COM } 1589.21 SF g ® SLEEP g ACCESSORIES 6 SHOPS/ y LL rn U) 137.29 SF 20 BAYS O 0 rn DWELL 3 N CONTRACTOR NOTE: ■ UNUSED 3 0 04 WRITTEN DIMENSIONS HOLD PREFERENCE 0 N COUNTER z OVER SCALED DIMENSIONS. DO NOT SCALE ■ UTILITY ROOM z 246.36 SF-- - 3 THE DRAWINGS. THE CONTRACTORS MUST 5 POS > VISIT JOB SITE TO VERIFY ALL EXISTING g CONDITIONS AND DIMENSIONS BEFORE ❑WINDOW DISPLAY Lae as y LL SUBMITTING BIDS. REPORT ANY o DISCREPANCIES OF ANY CONDITIONS 3 (p A WHICH MAY INTERFERE WITH THE PROPER I o `C" EXECUTION OF THE CONTRACT TO THE z TENANTS REPRESENTATIVE. REPORT 3 DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED 4 BY CONSTRUCTION MANAGER FOR ISSUES O > ARISING FROM THE FIELD CONDITIONS OR 2083 g CONFLICTS BETWEEN THE PLANS AND THE q w n EXISTING CONDITIONS PRIOR TO THE J G r„ N COMMENCEMENT OF WORK. 17 -302 2 - FITTING ROOMS c ISSUE DATES 3! - BABY 98.63 SF GIRLS z 426.72 SF 1 794.33 SF 9 8 BAYS fn 3 11 GIRLS -300.4 0• LL Q, RESERVE 2 z (D ROO 558.05 SF _ COUNTER BOYS w M 2 364.26 SF '' - ? _ 95 76 SF 581.58 SF 7 BAYS r , SLEEP 86.71 SF U) 3 BAYS - o 3: CID 0 0 _ z RESE E 92.85 F H H - - O 2 10/072021 PERMIT ISSUE 1 09282021 CLIENTREVIEW REV. DATE DESCRIPTION I A B O COTTON ON GROUP COTTON90N WASHINGTON SQUARE MALL ZONAL PLAN 1 : 100 AREA SCHEDULE: 9393 SW WASHINGTON 1 SQUARE RD. TIGARD OR 97223 2 ACCESS TO (PER LEASE AGREEMENT. TO BE MENT. RETAINED FOR COTTON ON AREA SCHEDULE-SALEWNON-&LLES-METRIC+IMPERIAL AREA SCHEDULE STAFF USE AS 1 I TYPE SqM I SqF % I AREA SOM PERCENTAGE SPACE S07 NON SALES 429.08W1 4818.37 SF 53% ACCESSORIES 185.04 SF 2% ISALES 381.51 m' 410 .49SF 47% BABY 474.46 SF 5% 810.57W 8724.86 SF 100% l=A RM 47.74 SF 0% (BODY 1308.43 SF 13% BOYS 629.33 SF 6% CASH OFFICE 47.74 SF 0% ICOUNTER 389.86 SF 4% WWW. OTTON N.COM AREA SCHEDULE-METRIC+IMPERIAL IDWELLZONE 47.74 SF 0% (ENTRY 144.49 SF 1% AREA SqM SqF % I IFACTORIE 47.74 SF 0% (ACCESSORIES 12.75 m' 137.29 SF 2% (FITTING ROOM 481.55 SF 5% BABY 39.64 m' 426.72 SF 5% FITTING ROOMS 146.38 SF I 1% IBODY 117.12 m' 126088 SF 14% DATION 47.74 SFf IBOYS 54.03 m• 581.58 SF 7% IFREE 47.74 SF 1 0% 1 ICOUNTER 31.78 m' 342.12 SF 4% (GIRLS 842.07 SF I 8% ]ENTRY 8.99w 96.74 SF 1% (KIDS 47.74 SF 0% 1 ZONAL AREA PLAN FITTING ROOM 40.30 m' 433.81 SF 5% 1 LOST 47.74 SF 0% IFITTING ROOMS 9.16 m' 98.63 SF 1% 1 (MENS 1636.95 SF 18% IGIRLS 73.80 m' 794.33 SF 9% 1 IPLAYAREA 47.74 SF 1 0% 1 IMENS 147.64 m' 1589.21 SF 18% 1PROCESSING ROOM 47.74 SF 0% ]RESERVE 60.47 m' 650.90 SF 7% (RESERVE 698.64 SF 7% ISLEEP 8.08 m' 86.71 SF 1% 1 IRUBI 47.74 SF 0% (UNUSED 103.95 m' 1118.87 SF 13% 1 (SALES 47.74 SF 1 0% 1 I UTILITY ROOM 53.20 m' 572.64 SF 7% 1 (SLEEP 1 134.48 SF 1 1% 1 I WINDOW DISPLAY 49.67 m' 534.63 SF 6% ISUPRE 47.74 SF 0% SEAL 8 SIGNATURE 09/2 810.57 m' 8724.86 SF 100% PROJECT NO: 18-000 (TEAM ENGAGEMENT I 47.74 SF I 0% I ARC 47.74 SF 0% ` �lC NANCY 47.74 SF 0% PO I 47.74 SF 0% I � DRAWN BY: Author TECH IUNUSED 1 1118.87 SF 11% I U~ CHECKED BY: Checker (UTILITY ROOM I 572.64 SF 6% I ROBERT J. DWG.NO: WINDOW DISPLAY 534.63 SF 5% 1 • • IWOMENS 47.74 SF 0% 10157.21 SF 100% o A- 1 0F 0 FOR AHJ APPROVAL STAMP: L 103'$1/4" 1 (31550) 8'-0' 1 Td 3l4" T$3/4' 5'-10 3/4' 19'4' 5'-113/4' 11'3 3/4' 5'$114' 1 1( 11 1 1 1 1 1 1 1 - (2438) (3473) (2356) •( (1797) f (5893) 1 (1822) I (3448) 1 (1731) ,! PAMa PA-016 PA-01a PA-01a FULL FULL iq PA-018 17 �17 FULL FULL 17 FULL 17 17 17 N- FULL 1 WOMENS z Z �- m H 4 SIDE 4 SIDE 2 1 U m e C FULL � a� FULL +7 2 2 I V PA-01a - - PA-01e '- Fuu T L Fu`L WOMENS a; I i It 2918)= _ _ / j 3 -301 2 FITTING_ n ROOM 4 s 461 FROM ROAD, PARAMUS, NJ 07652 I - ! 71973.253.9393 • WWW.SARGARCH.COM q FZ 3 I. 2 -200 3 F-1 m BODY 1 -300 v k XISTIN m CONTRACTOR NOTE: ++ n 2 2 F L WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE H - �3 � THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING PA-01a CONDITIONS AND DIMENSIONS BEFORE I.1 I FULLSUBMITTING BIDS. REPORT ANY ra 7$1/2 PA-01a c DISCREPANCIES OF ANY CONDITIONS (z31s) ( (z3so) ELL 2 7 WHICH MAY INTERFERE WITH THE PROPER Pa-ma 2 EXECUTION OF THE CONTRACT TO THE FULL +9 TENANTS REPRESENTATIVE. REPORT +s15 COUNTER +z F MENS DISCREPANCIES DURING BIDDING PROCESS lzT�v4 1 2 1 18'$314" PA-01, AND BEFORE START OF CONSTRUCTION. Pa-01a I' !I CHANGE ORDERS NEED TO BE APPROVED FULL i +� L 4 f" t (5712) 3 IDES zo u ,u ', q 61t� , Fuu - BY CONSTRUCTION MANAGER FOR ISSUES 3] 11-334' L %(1695) PA-01a 17 PA-ota 15 PFLXL ARISING FROM THE FIELD CONDITIONS OR 4'-0 1l4' 9'-11 12' P L TJ 3/4 1 1 1/4 ,^„ 102/ 4 10 (3 ) 17 21 C'PA-01a 1 1 1 aFuu FULL CONFLICTS BETWEEN THE PLANS AND THE F� (1223) ( r 1(3038) (e+)1 3329) (334 134 EXISTING CONDITIONS O DIT/COMMENCEMENT 187% I I_ 4'$1/4 'd sh '--F '-10 314 1426 -( u / '118 ISSUE DATES H PA-01a � H FULL y PA-01aPA-01a PA-01a / FULL "'-� PA-01a 23 24 FULL FULL �'-- FULL FULL m _ zv _ 14 PA-01a a 6'-71/2. 11/4' 9'-73/4" 9-7114• LCSDES PA-01a 13 - (2021) (30) (2940) (2924) H `-- FULL 3 -302 2 - --- - 'PA-01E PA-016 FULL 2 1$ LLS KIDS UL SIDE FIILLL FULL PA-01a LLSIDES - FULL PA-01a _ -jku SIDES & " 3 -300A J PA-01a I v m m --_- FULL - ^3 4FULLFMA-0la FULL PA la _ -- FULL P2 10/072021 PERMITISSUE PA-01a I ,P FULL 12 12 16 1 09/282021 CLIENT REVIEW MDI; 5 FOI _ REV. DATE DESCRIPTION (1011) m L - PA-Ota PA-)la � ( ) `Q �_ PA41a FULL FULL a FAL g 13 b COTTON ON GROUP F LL 4'-11314" \ H H 1518 d 1,- _ '-93/4"1-10114" 312' 9H JI 6L 3l4 ' (565) (3236) 10'-0112" (1004) ( 91) (2000) (3613) COTTON• ON � �A`, g O \ p WASHINGTON 38'-10' S4'-1 12' (11636) (,6497) SQUARE MALL FINISHES PLAN 1/8"= 1,-0„ 9393 SW WASHINGTON KEY NOTES: GENERAL CONTRACTOR NOTES: GENERAL CONTRACTOR NOTES: FINISH SCHEDULES: SQUARE RD. TIGARD, OR 97223 1. ALL ANGLED WALLS ARE 45',90',OR 135°U.O.N.TO MAINTAIN FIRE RESISTANCE RATING FOR ALL TENANT FLOORING: SPACE S07 DEMISING WALLS. 1. FLOORING TO BE INSTALLED ON SITE BY G.C. 2. PROVIDE WATER RESISTANT GYP.BD.AT ALL WETLOCATIONS. 2. FOR CONCRETE FLOORING G.C.TO ENSURE EVEN SURFACE 8 COLOR WALL FINISHES SCHEDULE-REFER TO flNSHES LEGEND FOR FULL SPECIFICATION-METRIC IMPERIAL + 3. SEE SPECIFICATIONS FOR WALL FINISH INSTRUCTIONS. 3. G.C.TO ALLOW FOR EXPANSION JOINTS IN FLOOR 8 PROVIDE SUITABLE COVERS LOCATIONS TO BE CODE DESCRIPTION AREA M2 AREA SF 4. G.C.TO COORDINATE LOCATION OF ELECTRICAL FLOOR BOXES WITH ELECTRICAL DRAWINGS AND FIXTURE CONFIRMED ON SITE 2 RETAIN EXISTING FLOORING-PATCH AND REPAIR AS REQUIRED WITH NEW FLOORING TO PLAN. 4. ALL FLOOR TRANSITIONS TO BE SMOOTH 8 LEVEL.G.C.TO PROVIDE STAINLESS STEEL ANGLE BETWEEN MALL, BF 2179,13 MATCH EXISTING 5. WHERE EXISTING INSULATION IS REMOVED OR MISSING,PATCH AND REPLACE INSULATION TO MATCH SALES,FITTING ROOM AND RESERVE FLOORING-REFER TO SHEET A4.2 FOR FLOOR TRANSITION DEATILS. FREESTANDING STEEL FRAME FINISHED PC-01.REFER 284.86 SIF 3 1 3 SAFETY HOUSE.REFER TO GENERAL DETAIL SRD-1.GP0'STOBEINSTALLED @1600AFFFL EXISTING CONDITIONS AND MAINTAIN REQUIRED R-VALUES TO DETAIL C08.2.1 WWW.COTTONON.COM 4 CREDENZA(CONFIRM AVAILABLE WIDTH PRIOR TO CONSTRUCTION)-REFER TO DETAIL CO 6.3 6. ALL DOORS TO BE LOCATED 4"FROM PERPENDICULAR WALL U.O.N. ON TES: MEGA COUNTER BACK WALL PANEL-REFER TO DETAIL 151.33 SF 151.33 SF FINISHED TO MATCH COUNTER 7. PREPARE EXISTING CONCRETE FLOOR SURFACE FOR INSTALLATION OF NEW FLOORING MATERIALS AS ALL CONCEALED WOOD TO BE FIRE TREATED MEGA6.5-NOTE:WITHOUT FRAME 5 USA DDA MODULE WITH COUNTER FRAME WITH POS SYSTEM.REFER STANDARD DETAIL INDICATED IN THESE PLANS.SEE SPECIFICATIONS FOR ADDITIONAL FLOOR PREPARATION NOTES, ALL FINISHES SUPPLIED BY G.C.UNLESS OTHERWISE NOTED. G.C.IS TO PROVIDE SAMPLES FOR EACH FINISH 3518"STL STUD 5942.65 SF CO6 22 8. PROVIDE FIRE EXTINGUISHERS PER FIRE MARSHALL'S INSTRUCTIONS,WITH A RATING OF NOT LESS THAN 2 OR TO BE USED IN FITOUT TO COTTON ON DESIGNER FOR APPROVAL 8 SIGN OFF PRIOR TO ORDERING MATERIALS I CL-02 DIBOND-RED 58.59 SF 6 5 POS COUNTER REFER TO DETAIL MEGA 6.1.5-WFH FRAME MEGA 6.4l1 WITH OUT FRAME 2-At BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE STORE.ALSO PROVIDE DURING F REFER TO FINISHES LEGEND FOR FINISH TYPES MD-01 FLAT MDF-WHITE 1187.08 S CONSTRUCTION. G.C.TO ENSURE ALL INTERIOR FINISHES COMPLY WITH APPLICABLE BUILDING CODEFLAME SPREAD MO-11 MDF V-GROOVE-DIAGONAL 1119.65 SF I 7 FREESTANDING STEEL FRAME FINISHED PC-0I.REFER TO DETAIL CO 8.2.1. 9. PROTECT ALL OPENINGS AND PENETRATIONS IN FIRE RESISTANCE RATED WALLS ALL OUTSIDE CORNERS AT PROVISIONS PA-01a WHITE PAINT 1112505.16 SF I 1 8 PAIN ALL EXISTING WALLS WHITE DRYWALL PARTITIONS AND FURRINGS TO HAVE METAL CORNER BEADS-SPACKLE 8 SAND SMOOTH. • SAMPLES TO BE PROVIDED FOR APPROVAL BY DESIGNER V O.90 90mm STUD WALL x1020 SF 73 866E FINISH PLAN 9 LEASE LINE. G.C.FIELD VERIFY WITH LANDLORD REPRESENTATIVE PRIOR TO CONSTRUCTION 10. ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS AND FURRINGS TO HAVE METAL CORNER BEADS-SPACKLE ALL CEILINGS 8 INTERIOR WALL FINIHSES SHALL BE'CLASS C"MIN AS CLASSIFIED PER ASTM E84 START AND SAND SMOOTH. ALL INTERIOR FLOOR FINISH 8 FLOOR COVERING SHALL BE CLASS II MIN.AS CLASSIFIED PER NFPA 253 CEILING FINISHES SCHEDULE-REFER TO FINISHES LEGEND FOR FULL SPECIFICATION-METRIC+ 10 11. THE CONTRACTOR IS TO REPLACE ANY FIREPROOFING REMOVED FROM THE BUILDING STRUCTURE DURING IMPERIAL 11 LOCATION OF EXISTING SWITCHBOARDS AND ELECTRICAL EQUIPMENT TO BE RETAINED AND DEMOLITIONICONSTRCUTION. I CODE I DESCRIPTION I AREA M2 AREA SF RE-USED.SERVICE AS REQUIRED.REFER TO ELECTRICAL DRAWINGS. 12. DEMISING PARTITIONS MUST BE OF FIRECODE'X"SHEETROCK,TAPED AND SEALED AIRTIGHT TO DECK ABOVE. 12 NEW BLACK FOUNDATION FRID E TO BE WIRED THROUGH TO COUNTER 13. TENANT STOREFRONT MUST BE SELF-SUPPORTED.STOREFRONT CANNOT BE SUSPENDED FROM MALL VISUAL CEILING 6279.45 SF 6279.45 SF I 13 5 BAY WALL UNIT 11'-912'HEIG3 T I 14. G.C.TO CONFIRM SUITABILITY OF ALL WALLS TO RECEIVE PAINT AND/OR WALL COVERING IN A FIRST CLASS I PA-0ib WHITE PAINT 43,0.75 SF 4310.75 SF 1 14 6 BAY WALL UNIT 9-4 ill"HEIGHT MANNER.G.C.TO CONTACT ARCHITECT/OWNER IF WALLS(S)ARE NOT ACCEPTABLE TO RECEIVE FINISHES SEAL&SIGNATURE DATE: 09/22/2021 15 13 BAY WALL UNIT 11'-9112'HEIGHT SPECIFIED,POOR INSTALLATION OVER UNSUITABLE SURFACES ARE THE CONTRACTORS RESPONSIBILITY. O RAZE TO RATE TO BRAND DROP IN PANELS 16 12 RAY WALL UNIT 9'-41/2'HEIGHT 15. G.C.TO NOTIFY ARCHITECT IMMEDIATELY AS TO SIZE AND LOCATION OF ANY EXISTING EXPANSION JOINT "COTTON ON GROUP"TO SUPPLY PHOTO SAMPLE BOARD OF SIMILAR STORE TO SHOW APPEARANCE OF Ate,,jl d PROJECT NO: 16-COO LOCATED IN DEMISING WALL,FLOOR,OR CEILING CONSTRUCTION. THESE MATERIALS AND/OR SUBMIT PHOTO BOARD OF ALL MATERIALS FOR L.L.APROVAL PRIOR TO 1u'r`�C 17 14 BAY WALL UNIT 9'd'HEIGHT TYPE OTY �C� C � DRAWN BY: Author 1 18 16 BAY WALL UNIT 9'4 12"HEIGHT 16. WATERPROOFING NOTE-ALL WET AREAS TO RECEIVE MIN.6'DAL-SEAVNOBLETS WATERPROOFING I PERMITTING. ANTIFRACTURE MEMBRANE. 1 19 5 BAY WALL UNIT9'-41/2"HEIGHT 17, BLOCKING FOR WALL FIXTURES-G.C.TO PROVIDE ALL NECESSARY FIRE RETARDANT BLOCKING REQUIREDU CHECKED BY: Checker 1 20 7 BAY WALL UNIT 9d'HEIGHT FOR ALL WALL MOUNTED FIXTURES,STANDARDS,CABINETRY,ETC.G.C.MUST PATCH AND REPAIR AT ROBERTJ �] DWG.NO: 21 3 BAY WALL UNIT 10'$'HEIGHT DEMISING WALL TO MAINTAIN FIRE RATING.SEE FIXTURE DRAWINGS FOR MORE INFORMATION,EXACT • • - 22 NEW FITTING ROOM CLOTHING HOOKS REFER TO DETAIL MEGA 5.3 DIMENSIONS AND FURTHER FIXTURE DETAILS. A- 1 04 23 ILLUMINATED FITTING ROOM MIRROR.REFER TO DETAIL 24/A-301A Q ?�OF ORti� FOR AHJ APPROVAL STAMP: i I I 1 I I ZONALLEGEND ACCESSORIES ■ BABY z S9 GRAPHICS Posr e'BAH�GHr S3 GRAPHICS SBAHDGHr WH'TEPoI3T 7-4- EGNT MIMPo3T SBAHEfI I x M EWS 4BAYS d -'�1NEWS 4BA S I I I ��I y MIEVt V IGH WHITE PoST 9' {'HEIG1 thNHITE PoGT S'-{'XEIGXT l ; � a 7' -- -- _ ---- - -- - --- - - -- - lC ] I BODYIII O KI I ❑ BOYS _ 1 - - ¢ - -- _ _ ' "�--- - - - z y r IT 1-�_�� Z ❑ COUNTER w 6 k a ® LJ N lITE 11�n���� ❑ ENTRY W 1 �', `\ I I I ( F� ® 9 , �Q� r y '^ ------ V ❑ G I ® - I 11 (�( r--- �y FITTING ROOM B-t I® I �1 I d I 1 L Qb®0 ❑ FITTING ROOMS BODY _i wL�I! I N I N 1260.68 SF y II V I X17 V) V 1 s - -+I 1 ■ GIRLS 6 SHOPS I - ) L--------J 1 1 25 BAYS ® m [ _,ro all I �,�y i 461 FROM ROAD, PARAMUS, NJ 07652 e 17141 51 (fel ' I 71973.253.9393 • WWW.SARGARCH.COM m . 1 ro S 11 el - I MENS KISTIN ® • " jJ ® e" ' I----- a JTf.,JI ----- ❑ RESERVE - - ; -_ _ - - _ - 3 JIF _Noe - - - 3 CONTRACTOR NOTE: SLEEP H y ® " Iti PREFERENCE 5--." ® OVERWRITTEN VEIR SCALED DIMENSIONSDIMENSIONS HOLDDO NOT SCA E MENS THE DRAWINGS. THE CONTRACTORS MUST ■ ACCESSORIES■ �• 1589.21 SF Be SWIM 5 BAYS / VISIT JOB SITE TO VERIFY ALL EXISTING UNUSED 137.29 SF wHITEPoSR v-v'eIGHT / 6 SHOPS/ _ --- ® _ ® s CONDITIONS AND DIMENSIONS BEFORE DWELL )< 4 m . 20 BAYS SUBMITTING BIDS. REPORT ANY ■ UTILITY ROOM " ® Cb ® DISCREPANCIES OF ANY CONDITIONS z 246.36 SF _ w WHICH MAY INTERFERE WITH THE PROPER ❑WINDOW DISPLAY 8 " Z EXECUTION OF THE CONTRACT TO THE LL • • • • 1 / r �s' u e 5 ; TENANTS REPRESENTATIVE. REPORT 0 _ -� L- ll� ' ®� Q r r 1 I® I y DISCREPANCIES DURING BIDDING PROCESS x - 5 N M -- - - - - A-1 4 BA RSa B wr4swlcK ax AND BEFORE START OF CONSTRUCTION. (n 84&SS INTIMATES 7 BAYS - WHIMM!VT 3-4'HEIGHT WHITE NST 3-{'HEIGHT S3 DENIM 4 BAYS S2 GRAPHICS 3 BAYS CHANGE ORDERS NEED TO BE APPROVED WHITE N3r W.4'H&GHT ) I I®�invnJ I WHITE NST P-C HE!oM WHIM NST 4-l'HEIG � --ma�-�yy �� ® ® 1 ® I ® I BY CONSTRUCTION MANAGER FOR ISSUES fir ® M°®)� I 1 11 - ARISING FROM THE FIELD CONDITIONS OR LU CONFLICTS BETWEEN THE PLANS AND THE LU 4 V r� EXISTING CONDITIONS PRIOR TO THE ' T- �C7-� - BAB'V T 1 COMMENCEMENT OF WORK. 2BAYS- IL -'_78 19, 18' 1 = -; a _ _ - --GIRLS-3 BAYS=_ 11 12 13 6 WHITE Po5T 7-41rz"HEK&T WHITE NST 9'-41m HE1GM ISSUE DATES « _ i m 4 SHARED y ' U COG & KIDS - - � 8� y 3 ez 3 GIRLS � � I Lr ' - - - z� r-- 3sb -t n > N p - � 11 GIRLS N i = 14 - _' R BABY o 0 10 s 10 RESERVE 1, - 426.72 SF 558.05 SF 8B YS r4l� 6 ,.�,!�,,,, I � 16I BOYS HIS 1 m m 1 581.58 SF L___. _ - - - 7 BAYS 2 10/072021 PERMIT ISSUE m S BOYS BBAYS 1 09282021 CLIENT REVIEW HEIGHT Y WHITE PoST 9'-412HEIGHT _ I REV. DATE DESCRIPTION SLEEP COUNTER \�"// COTTON ON GROUP 66.71 SF -- 95.76 3F ADJACENT TENANCY 3 BAYS 2 POS O O O � • COTTON•ON I PATH LENGTH I IA-1 66-11"1 1 A-2 34'B'1 1 B-1 10r-11"1 WASHINGTON I B-2 68'-19"I USA FIXTURE PLAN SQUARE °° MALL KEY NOTES:: FINISH SCHEDULES: AREA SCHEDULES: FIXTURE SCHEDULE-COG SUPPLY FIXTURE SCHEDULE-COG SUPPLY RESERVE EQUIPMENT SCHEDULE ' z FIXTURE DESCRIPTION COUNT I FIXTURE DESCRIPTION COUNT ITEM DISCRIPTION I CITY I AREA SCHEDULE-SALESUNON-RALES-METRIC+IMPERIAL 1 3 ICO_IWAYOW) 10 I CO-TABLE SET C(C)-lxLOW TABLE STEEL,III TWO TIER RISER 13 1 IBOHDESK-POST BOH DESK SET UP-POS 1REQUIRED 7, TYPE S7M S9F % 9393 SW WASHINGTON 4 RETAIN EXISTING DOORS B ENSURE LOCKABLE FROM COMMUNAL CO_2 WAY(A) 32 I GO_TABLE SET E(E)-1x LOW TABLE TIMBER,1x ONE TIER RISER 18 I CHAIR-DESK DESK CHAIR-SWIVEL ON WHEELS P NON SALES 429.06 m' 4618.37 SF 53% AREA-MAKE GOOD TO ADJACENT SURFACES ICO 2WAY TREE(B) COTABLE SET G(G)-1x STANDARD TABLE,2x TIMBER 3 (CHAIR-STAFF FOLD UP CHAIR-WHITE 13 1 ISALES 381.51 m' 4106.49 SF 47% 1 5 WALL MOUNTED WHITE PINBOARD 2440mmH X 1220mmW C0_4WAY(4W) 13 BENCHES,2x ONE TIER RISER IFRIDGE-LARGE 280L FRIDGE 2 1 CEILING FINISHES SCHEDULE-REFER TOFINISHES LEGEND FOR FULL SPECIFICATION-METRIC+ 810.57 m' 8724.86 SF 100% SQUARE RD. TIGARD, OR 97223 ICO ACC MESH TOWER-HIGH WHITE(H) 1 I CO TABLE SET J(J)-1x STANDARD TABLE,2x TIMBER BENCHES,1 (HOOK BOARD:SRD-7 HOOK BOARD-REFER TO GENERAL DETAIL SRD-7 8 1 IMPERIAL 6 EXISTING STRUCTURAL STEEL COLUMNS TO REMAIN,GC TO ICO_ACCMESHTO ER-LOW_WHITE(L) 1 12x ONE TIER RISER ILADDER 2.4m:SRD-10 LADDER 8FT(2.4m)-REFER TO GENERAL DETAIL SRD-8. 3 PROTECT DURING CONSTRUCTION&MAINTAIN FIRE RATING AS ICO_UNDERWEAR4 WAV 1 I 1 CODE DESCRIPTION AREAM2 AREASF I SPACE S07 REQUIRED IGO_ACC TOWER GH-WHITE(H) 1 ]LOCKERS BANK OF 6 LOCKERS 1 6 1 AREA SCHEDULE-METRIC+IMPERIAL I CO_ACC TOWER LOW-WHITE(L) 2 COK-6WAYWHITE 2 (MICROWAVE MICROWAVE-RE T9 �f OU TAIL AND BOD --1 1 f 7 MOP HOLDER-GATES ALL PURPOSE HOLDER B-12146.ENSURE COK-ACCESSORY STAND 3HOLDER. � AL�PUSI� J�� -- - - - - 1 VISUAL CEILING 6279.45 SF 6279.45 SF ICO_ACCESSORY WALL PANEL WP) 2 IMOP HOLDER MOP O % CURELYT.17ALL AREA SqM SqF Y. SECURED INTO STUD OR SCREWFIXED INTO MDF,BY ICO BAG TREE(BT) 3 ICOK-HAIR CLIP STAND 1 PINBOARD 2440h X 1220w 2440mmH x 1220mmW WHITE PINBOARD,INSTALLED f00mm AFFL. PA-01b WHITE PAINT 4310.75 BF 4310.75 SF SHOPFITTERPROVIDE BLOCKING AS REQUIRED ICOK-RALF ROUND RACK W.WHITE TOP 4 ACCESSORIES 32.75 m' 137.29 SF 2% 1 ICO DISPLAY (BDM) 1 SAFE SAFE-DESC AUDIT SAFE F2710MiISCELLANEOUS.ENSURE SAFE IS BOLTED TO FLOOR 1 BABY 39.81 m' 428.72 SF 5% 8 BOH 2 BAY WALL UNIT 5-11"HEIGHT ICO BELT DISPLAY WOMENS(BDW) 1 COK-ONE WAY WHITE 9 CON 7CTION CODE 234567 (BODY 117.12 m' 1260.68 SF 14% 1 9 NEW STAFF TABLE WITH CHAIRS ICO_DAIS HIGH(HD) 0 ICOK-SOLID TABLE SET LGE,1X SMALL BENCH&1X TRUNDLE 2 SAFETY HOUSE:SRD1.1 SI(F HOUSE:REFER TO GENERAL DETAIL SRD-1.GPO's TO BE INSTALLED 91600 1 IBOYS 54.03 m° 581.58 SF 7% 10 EMPLOYEE COAT HOOKS(ouj481NCHESA.F.F.-PROVIDE SURFACE IGO_DAISLOW(LD) 8 I ICOK-SOLID TABLE SET LGE,2XSMALL BENCH&2X TRUNDLES 4 AFFL I VVM.COTTONON.COM CDUNTER 31.78 m' 342.12 SF 4% 0DK_3 TIER ROUND TABLE i TABLE-DESK (WHITE DESK 1200Wx595Dx750H WITH DRAWERS 2 MOUNTED BLOCKING AS REQUIRED-REFER TO GENERAL DETAIL ICO DAIS MEDIUM (D) 12 I 1 IEN7RY 8.99 m' 98.74 SF 1% COK-LARGE WER 1 (TABLE-STAFF STAFF TABLE(1500mm(W)X750mm(D)) 2 SRD-7 ICO DOOR TALKER(DT) 1 NOTE: FITTING ROOM 40.30 m' 033.815E 5% ICO FLOOR STANDING (M) 1 COK LARGE ACC UNIT 5 - MEASUREMENTS ARE INDICATIVE ONLY. IT IS THE RESPONSIBILITY OF THE SHOPFITTER TO IFITTING ROOMS 9.18 m' 98.63 SF 1% 11 NEW RESERVE CHAIR ICO FREE STANDING BUNNIES ACC STAND(BUNNIES) 2 COK_ F�?C U IT FIXTURE 4 CALCULATE&CONFIRM CORRECT MEASURMENTS PRIOR TO TENDERING&ORDERING ANY IGIRLS 73.80 m' 794.33 SF 9% 12 BOH DESK SET UP-POS 1 REQUIRED COK_MEDI�M ACC UNIT 5 MATERIALS. IF IN DOUBT CONTACT PROJECT MANAGER. (MENS 147.64 m' 1589.21 SF 18% 1 ICQLAR VOLUME (HVp 1 POST/STRIPPING SCHEDULE-COG SUPPLY BAY SCHEDULE-COG SUPPLY ALL FINISHES TO COMPLY WITH LOCAL REGULATIONS 13 8FT(2.4m)MAINTENANCE LADDER-G.0 TO SECURE LADDER TO WALL ICO_LARGE RAIL 1200(LR) � ICOK_SMALL FOOT WARE FIXTURE 1 I 1RESERVE 60.47 m' 650.90 SF 7°b WITH LOCK&CHAIN ICO_PLy}y�9j1 FRE $77 UNG FLOOR UNIT(FP) 2 �• TYPE QTY1 HEIGHT I TYPE QTY (SLEEP 8.06 m' 86.71 SF 1% 1 14 NEW RESERVE FRIDGE ICO_Dl1EUEFORMEjC 3 I UNUSED 103.95 m' 3318.87 SF 13% I VT I I[�C PLAN ']I /� A 1 15 EMPLOYEE LOCKERS-PROVIDE BLOCKING AS REQUIRED I ICO ROUNDER(R) 6 (WHITE POST-SPJ3 3a 9'-41/2• IUTILITYROOM 53.20e 573.64 SF 7% X I U `C PLAN 16 BOH 3 BAY WALL UNIT 5-11"HEIGHT I ICO SHOE HANGSELL UNIT LARGE(SHL) 1 1 WHITE POST-SPJ3 6 H'-91/2" I WINDOW DISPLAY 49.67 m' 534.63 SF 6% 17 BOH 6 BAY WALL UNIT 5'11"HEIGHT I GO SMALL RAIL 600(SR) 3 I WHITE POSTS-SPJ-3 3 6'-6 112" 1 810.57 m' 8724.88 SF 100% ICO TABLE SET 8(B)-lx LOW TABLE STEEL,lx ONE TIER RISER 6 IWHITE POSTS-SPJJ 50 5'-11' 1 CEILING ELEMENTS SCHEDULE-COG SUPPLY 18 FITTING ROOM HOOKS SUPPLIED BY COG,REFER TO DETAIL 5.1.11 I I WHITE POSTS-SPJ-4 97 9-4" I 5.1.2 DESCRIPTION OTY 19 SURFACE MOUNTED MIRROR-PROVIDED BY COTTON ON I FITTING ROOM FF&E SCHEDULE ADVERTISING HOOKS-WHITE 163 ITEM DISCRIPnON I QTY I SEAL&SIGNATURE DATE: 09/22/2021 SHOPFITTER �V P d AC PROJECT NO: 16-000 '4 I WHITE LEANING MIRROR I WHITE LEANING MIRROR-COMING FROM FIXTURE ORDER 1 10 1 �'1 �"`�C +� DRAWN BY: Author U Y CHECKED BY: Checker ROBERT J. DWG.NO - ALL ITEMS LISTED ON THE RESERVE EQUIPMENT SCHEDULE ARE TO A- 105 BE INSTALLED BY SHOPFITTER.REFER TO BOO FOR SUPPLIER ��IF ORti FOR AHJ APPROVAL STAMP: L�� WOMENS o v SLI -- ALJ WOMENS FITTINd , • ' �- ROOM E4.2(M E9 ES _ --7 1 U BODY U XISTIN \ rrrl 1 11 1 (n - DWELL 461 FROM ROAD, PARAMUS, NJ 07652 w II E4u 2A E® T1973.253.9393 • WWW.SARGARCH.COM I ,.,.,.® MENS CONTRACTOR NOTE: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE COUNTER THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS - WHICH MAY INTERFERE WITH THE PROPER FKIDS L. i___L-7 -I EXECUTION OF THE CONTRACT TO THE H \ +i -- -- - - - -O TENANTS REPRESENTATIVE. REPORT i DISCREPANCIES DURING BIDDING PROCESS _ \ ', � I AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY CONSTRUCTION MANAGER FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR ,A CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ISSUE DATES i t i l HH --- H --- -- ---- - -- - - - - - - --0 2 10/0712021 PERMIT ISSUE \ 1 09/28Y1021 CLIENT REVIEW A1 �B C� REV. DATE DESCRIPTION J COTTON ON GROUP POWER AND DATA NOTES: SERVICE REQUIREMENTS: COTTOWON 1/811- 1-� NOTES: -REFER TO REFLECTED CEILING PLAN FOR SECURITY MIRRORS,CEILING GPO'S AND SECURITY DOME LOCATIONS. SERVICES SYMBOLS: ELECTRICAL FIXTURE SCHEDULE-ALL: FEOBSEDTFTOEOES1sPLAN)ERTOLAYOUT FOR COUNTER SERVICES REQUIREMENTS -GPO TO BE OFFSET FROM FFL TO LOCAL STANDARDS,UNLESS OTHERWISE SEPCIFIED. EXTINGUISHES PROVIDED ACCORDANCE WITH AND CLAUSE E1.6 OF THE BUILDING CODE OF IN RRE DOUBLE I ETH�RNET YUZO SCANNER ETF POS AI RECEIPT BROTHER CPHOS AUSTRALIA. OR COUNTER ODRAWER PRINTER NTPONES ELECTRICAL FIXTURE SCHEDUE-ALL -ALL AL WORKS MUST BE CARRIED OUT N ACCORDANCE WITH THE REQUIREMENTS OF gS3000 WASHINGTON -HARD DUCTWORK TO OPEN CEILING 1 3 9 1 8 3 3 3 3 1 3 1 1 1 CODE NAME DESCRIPTION I CITY. I 4 12 10 4 4 4 4 4 1 1 SQUARE CONDUITS AND GPOS TO BE 5 15 12 5 I 5 5 5 5 1 1 COLOUR-PLEASE NOTE:PLAN OVERRIDES THE BELOW yy 1g 14 q 5 6 6 1 6 1 1 E4.2(W)IGPO x 2-WHITE (DOUBLE GENERAL PURPOSE OUTLET-WHITE I 3 -BLACK ON TIMBER(COTTON ON d TYPO ONLY) I '1 `11 18 Y 7 7 7 1 7 1 1 I -BLACK ON CONCRETE RENDER OR EXPOSED CONCRETE(ALL BRANDS)-UNLESS OTHERWISE NOTED 1 8 24 18 8 8 8 8 1 8 1 1 1 -BLACK ON RAW BRICK(COTTON ON&TYPO ONLY) 9 27 20 9 8 9 8 1 9 1 1 1 MALL CEILING-ELECTRICAL -WHITE ON RAW BRICK(KIDS) I 10 30 22 10 10 10 10 I 10 1 1 I E9 NETWORK OUTLET R145 NETWORK OUTLET 4 -WHITE ON WHITE PLASTERBOARD,WHITE MDF OR WHITE BRICK(ALL BRANDS) E19 WiRMODULE WF!MODULE-FINISH OF UNIT AND ANY EXPOSED NETWORK CABLING 4 -IF UNSURE,PLEASE CONFIRM WITH PROJECT DESIGNER SERVICES SYMBOLS TO SHBE ROUNDSITE(BY EAKER-FIN(SHOPFfTERBOH SERVICES REQUIREMENTS E20 FLUSH ROUND SPEAKER- FLUSH ROUND SPEAKER-FINISH TO MATCH CEILING(BV SHOPFITTER) 22 REFER TO DETAIL MEGA4.3 NO.POS IN STORE RACK TYPEI PHONE DOUBLE ETHERNET �El FIRE EXTINGUISHER IN ACCORDANCE WITH - E8 TELEPHONE/MODEM POINT Q DP DOWNPIPE FLOOR-EECTRICAL OR COUNTER LINES GPO 9393 SW WASHINGTON LOCAL REGULATIONS E2 AUDIO AUDI-MATER AND AMP SUPPLIED BY PROFILE AUDIO BRANDING, 1 I 3 U/12 2 8 8 1 WIFI ACCESS E2 AUDI MATER AND AMP SUPPLIED BY ❑ E9 RJ45 NETWORK OUTLET WP(EX) EXISTING WASTE POINT p INSTALLED BVSHOPFITTER ° G„2 2 12 '° SQUARE RD. TIGARD OR 97223 PROFILE AUDIO BRANDING,INSTALLED BY E4.2(W) GPOx2-WHITE DOUBLE GENERAL PURPOSE OUTLET-WHITE M I 5 U/12 2 15 12 1 POINTS SHOPFITTER WP PROPOSED WASTE POINT „O 6 U/12 2 18 14 1 I$IZEISQM) WAP I E8 TELEPHONE/MODEM POINT i O 9DE INT 2 1 ? E14W ADVERTISING HOOKS-WHITE.SUPPLIED BY COG Q KO 7 U/12 2 21 116 8 SPACE S07 a E3 LIGHT SWITCH.IND.TO BE CONNECTED CW(EX) EXITING COLO WATER POINT E9 I TWORK OUTLET AREA SCHEDULE: 6 _ _ U/12 2 24 18 I TO SHOPFRONT LIGHTING SIGNAGE AND 7 E14B ADVERTISING HOOKS-BLACK.SUPPLIED BY COG 110 9 U/15 2 27 20 I 1 0-900 1 1 NO.TO BE CONNECTED TO SALES, o CW PROPOSED COLD WATER POINT 10 U/15 I 2 30 22 1 301-900 2 601-9003 FITTING ROOM AND RESERVE j E4.1 SINGLE GENERAL PURPOSE OUTLET O E15 SECURITY MIRROR 450 DIAMETER(BY SHOPFITTER) ® HW HOT WATER SYSTEM AREA SCHEDULE-SALESI/NONSALES-METRIC+IMPERIAL ADD FOR WIFI POINTS NIA 1 I 1 901-1200 1 4 (W)-WHITE INSTALLED @ REGULATION HT.AFFL 1201-1500 5 47S (B)-BLACK Q EXISTINGSWITCHBOARD,REFER TO WD FOR ADD FOR BOH POS 3 2 I E4.2 DOUBLE GENERAL PURPOSE OUTLET o E16 SECURITY'DUMMY'DOME-BY COTTON ON- a SnNc LOCATION AND NOTES TYPE SqM J SqF X ADD FOR KIDS N 1 1 (W)-WHITE INSTALLED Q REGULATION HT.AFFL NO POWER REQUIRED (NON SALES 429.0088 m' I 4618.37 SF 53% ADD FOR SUPRE N 1 1 I (B}BLACK 0 LOOATION AND PSED SWITCHBOARD,REFER TO WD FOR ISALES NOTES 810.51 m' 1 8741 24.88 SF 100% ys@ E4.3 DOUBLE GENERAL PURPOSE OUTLET O E17 SECURITY CAMERA-PM TO COORDINATE Y (W)-WHITE WITH DOUBLE USB PORT DATA AND POWER REQUIRED RACK KIT IU/12 U/151 INSTALLED @ REGULATION HT.AFFL PLUG BASE.FINISH TO MATCH CEILING.WHEN IT RACK TO BE ON DEDICATED POWER AUDIMATOR 1 1 I ® E18 SHOWN ALONG TIMBER CORD.PLUGBASE TO SIT CIRCUIT E5.1 SINGLE GENERAL PURPOSE IN CORD. 14G DONG E BACK UP 1 1 I OUTLET INSTALLED ON CEILING WFI UNIT TO BE CEILING MOUNTED-LIGHTS Ilk FHR FIRE HOSE REEL AREA SCHEDULE-METRIC+IMPERIAL I FORTIWIFI 60CX ROUTE I 1 1 1 ® E5.2 DOUBLE GENERAL PURPOSE OUTLETE79 SHOULD BE VISIBLE FROM SELLING FLOOR. POWER AND DATA INSTALLED ON CEILING VAR FINISH OF UNIT AND CABLING TO MATCH CEILING OTHER SERVICES SCHEDULE-ALL AREA SCIM SpF ;G b E8.1 SINGLE GENERAL PURPOSE O E20 ROUND FLUSH SPEAKER-FINISH TO MATCH CODE DESCRIPTION I QTY, IACCESSORIES 12.75 m' 137.29 SF 2% I PLAN OUTLET RECESSED INTO FLOOR BABY 39.86 m' 426.72 SF 5%14USH CEILING(BY SHOPFITTER) FLOOR-PLU GING � E6.2 DOUBLE GENERAL PURPOSE OUTLET FLBODY 117.12 m' 1260.88 SF % RECESSED INTO FLOOR s -920.1 ROUND SUSPENDED SPEAKER-FINISH TO MATCH m1WP(EX) IEXISTING WASTE POINT 11 IBOVS 54.03 ' 581.58 SF 7% / E7 HARDWIRING REQUIRED ws�r o CEILING(BY SHOPFITTER) IENTRY R 3199 m' 342.12 SF 1% I REGULATIONS REQUIRED ENTRY 8..3 m' 86.74 SF 1% I (FITTING ROOM 40.30 m' 1 433.81 SF 5% 1 I FRTING ROOMS 9.16 M. 98.63 SF 1% 1 GIRLS 73.80 m' 794.33 SF % SEAL S SIGNATURE DATE: 09/22/2021 MENS 147.64 m' 1589.21 SF 18% PROJECT NO: 16-000 IRESERVE 80.47 m' I 650.90 SF 7% SLEEP 8.06 M. 1 86.71 SF 1% �l�✓'"�`�[[l- DRAWN BY: Author UNUSED 103.95m' 1 1118.87 SF 13% UTILITY ISP49.67 m' 534.63 SF %-7 CHECKED BY: Checker WINDOW DLAY �[ 810.57ne 8724.86SF 100% Deference omy ROBE (J DWG.NO: Not part of this permit A- 106 0 �� 0F 0 FOR AHJ APPROVAL STAMP: 96'-101/4' (29M) 28520 [W-101 O Tam c I� � WOMENS 1 N ^ i IK LJ w.www..w .... �. I I m _ g I ENS 0 KEEP EXISTING CEILING/RETAIN EXISTING GENE7ALLIGHTING 4z N\ i "7 1 y 1 Ic 461 FROM ROAD, PARAMUS, NJ 07652 1 - 5 FCL OF M :' 71973.253.9393 • WWW.SARGARCH.COM Tv IF w _ BODYCONTRACTOR NOTE: e WRITTEN DIMENSIONS HOLD PREFERENCE 1 l 1 1 1 1 1 OVER SCALED DIMENSIONS. DO NOT SCALE p a THE DRAWINGS.THE CONTRACTORS MUST ' ,•: - �J - . � M I I 3 VISIT JOB SITE TO VERIFY ALL EXISTING r CONDITIONS AND DIMENSIONS BEFORE i I E ( E I ' g v SUBMITTING SOS. REPORT ANY h DISCREPANCIES ANY CONDITIONS �ELL A H WHICH MAY INTERFERER E WITH THE PROPER k EXECUTION OF THE CONTRACT TO THE FFFrourts^'O"E'ONN'� MENS • TENANTS REPRESENTATIVE. REPORT SE INS T�' riw�� � ► m c DISCREPANCIES DURING BIDDING PROCESS s- BOaY KEEP EXISTING C EILINGI RETAIN EXISTING GENERAL .IGHTING c �N AND BEFORE START OF CONSTRUCTION. CHANGE® OO O® I ERS NEED TO BE APPROVED BY CONSTRUCTION DMANAGER OR ISSUES ARISO -- - G FROM THE FIELD CONDITIONS OR W amCONFILICTS BETWEEN THE PLANS AND THE 1 EXISTING CONDITIONS PRIOR TO THE AUDIO NOTES, DIAGRAM H LEGEND: COMMENCEMENT OF WORK. f ^ ISSUE DATES 2. ALL SHOP FLOOR LIGHTING WTO BE SUPPLIED BYNC.O.G.OFOR QUERIES CONTACT,PLEASE CHECK WITH THE RELEVANT CONSTRUCTION DEPARTMENT PROJECT MANAGER FOR SUPPLIERS DETAILS All 3. G.C.TO SUPPLY(2)LIGHT SWITCHES.(1)SWITCH TO BE CONNECTED TO SHOPFRONT LIGHTING I SIGNAGE.(1)SWITCH TO BE CONNECTED TO ALL SALES/RESERVE LIGHTING,SWITCHES TO BE RUN • II 6 -\ 4 THROUGH CONTACTOR 4. G.C.TO ENSURE ALL LIGHTS BE DIRECTED AS SHOWN ON LIGHTING PLAN AND ENSURE EVEN DISTRIBUTION OF LIGHTING. 5. G.C.TO ENSURE EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY POWER LOSS,THE SIGN ILLUMINATION MEANS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED FROM A SECOND POWER SOURCE. � FG.9-S 6. ALL SUSPENDED TRACK LIGHTING TO HAVE 12 GAUGE SUPPORT WIRES FOR FOR BUILDING STRUCTURE,410.36(B)CEC 2013 FCL28M rrcL M 3 Faiam AUDIO NOTES: ° 1 KEEP EXISTING J w $ CEILING RETAIN b / ExIsrlNc GENERAL 1. AUDI-MATOR PROVIDED IN STOCK ROOM CUPBOARD BY PROFILE AUDIO BRANDING&INSTALLED BY G.C. ES VE .i•> iIGHiINGii+..,:y•, / � ^ K ...t�:'; '}�_1A< 2. G.C.TO COORDINATE DELIVERY OF AUDIO SYSTEM DIRECT WITH PROFILE AUDIO BRANDING FOR QUERIES CONTACT: PAUL GUARDIANI PH: +613 9010 5525 - m ' ` S .. MOB:+61 421 44 5555 aul rofileaudiobrandin .com FOR TECHNICAL SUPPORT AUS/NZ+613 9005 8000 USA+1213 814 3233 HK/MALAY/SING+852 81 933 466 - I FCL 1a-p P @P 9 WIFl 3. ALL WIRING OF SPEAKERS TO AMPLIFIER AND POWERPOINT TO BE DONE BY G.C'S ELECTRICIAN FCL 3048 .:•� ': ;'i• 1'; Paan 4. SPEAKERS TO BE SUPPLIED BY G.C. r 1 1 1 ' 5. AMPLIFIER AS SPECIFIED .-. 6. HEAD-END EQUIPMENT TO BE PLACED IN RESERVE CABINET IN STOCK AREA,SITE VERIFY LOCATION WITH GC. 2 101072021 PERMIT ISSUE ►s :1' 7. ALL SPEAKERS TO BE FLUSH MOUNTED IN CEILING AT LOCATIONS SHOWN TO MATCH CEILING COLOUR - m 1 09/282021 CLIENT REVIEW y 8. ALL EXPOSED CABLE,CONNECTORS AND MOUNTING HARDWARE TO BE INCONSPICUOUS. MATCH CABLE COLOR TO SPEAKER COLOR USED.USE ALL MEANS ro 1 ' 70 I NECESSARY TO ENSURE NO CABLES ARE VISIBLE. REV. DATE DESCRIPTION FeFat c 9. SEE EQUIPMENT MANUALS FOR APPROVED INSTALLATION METHODS. b 10. GC RESPONSIBLE FOR ENSURING ALL SEISMIC REQUIREMENTS ARE MET PER LOCAL CODES. 11. USE MUSIC SOURCE INSTALLATION GUIDE TO INSTALL AND ACTIVATE MUSIC SOURCE. COTTON ON GROUP •l ---1 4� 11E_ E%I$� 11ETAjllL41M6' - '.` - SERVICES SYMBOLS: i g U SERVICES SYMBOLS COTTON•ON 1880 8085 5230 13925 El FIRE EXTINGUISHER IN ACCORDANCE WITH - E8 TELEPHONE/MODEM POINT O DP DOWNPIPE [8'-5'1 [28'•1 0"f " I1T-2"J 29855 [45'-B V2"] ^e.. LOCAL REGULATIONS VV-71 uu E2 AUDI MATER AND AMP SUPPLIED BY ❑D E9 RJ45 NETWORK OUTLET WP(EX) EXISTING WASTE POINT WASHINGTON PROFILE AUDIO BRANDING,INSTALLED BY SHOPFITTER WP PROPOSED WASTE POINT 7 E74W ADVERTISING HOOKS-WHITE.SUPPLIED BY COG S E3 LIGHT SWITCH.1 LIG TO BE CONNECTED CW(EX) EXITING COLD WATER POINT SQUARE TO SHOPFRONT BE CONNECTED AND p E148 ADVERTISING HOOKS-BLACK.SUPPLIED BY COG 1 N0.TO BE CONNECTED TO SALES, CW PROPOSED COLO WATER POINT FITTING ROOM AND RESERVE I E4.1 SINGLE GENERAL PURPOSE OUTLET O E15 SECURITY MIRROR 450 DIAMETER(BV SHOPFITTER) ® HW HOT WATER SYSTEM (W)-WHITE INSTALLED @ REGULATION HT.AFFL MALL (BYBLACB}BLACK Q EXISTINGSWITCHBOARD,REFER TO WD FOR Yu E4.2 DOUBLE GENERAL PURPOSE OUTLET O E16 SECURITI"DUMMY DOME-BY COTTON ON- FzsnHc LOCATION AND NOTES (W)-WHITE INSTALLED @ REGULATION HT.AFFL NO POWER REQUIRED (B}BLACK PROPSED SWITCHBOARD,REFER TO WD FOR ys� E4.3 DOUBLE GENERAL PURPOSE OUTLET E17 SECURITY CAMERA-PM TO COORDINATE LOCATION AND NOTES ii (W}WHITE WITH DOUBLE USE PORT DATA AND POWER REQUIRED INSTALLED @ REGULATION HT.AFFL ® E18 SPLUG BASE.HOWN ALONG ISH TOTIMBEMATCH PEU INC.WHEN TO SIT IT '� ITRACCIRCUIT TO BE ON DEDICATED POWER E5.1 SINGLE GENERAL PURPOSE IN CORD, 9393 SW WASHINGTON OUTLET INSTALLED ON CEILING WIFI UNIT TO BE CEILING MOUNTED-LIGHTS � FHR FIRE HOSE REEL ® E5.2 INSTALLED CEILING OSE OUTLET 0 E19 SHOULD BE VISIBLE FROM SELLING FLOOR. SQUARE RD. TIGARD OR 9722,, INSTALLED ON CEILING WFI FINISH OF UNITAND CABLING TO MATCH CEILING 1 IL E6.1 OUTLESINGLT GENERALPURPOSESPACE S07 OUTLET RECESSED INTO FLOOR O E20 ROUND FLUSH SPEAKER-FINISH TO MATCH E6.2 DOUBLE GENERAL PURPOSE OUTLET FLUSH CEILING(BV SHOPFITTER) \ RECESSED INTO FLOOR Oe E20.1 ROUND SUSPENDED SPEAKER-FINISH TO MATCH / E7 HARDWIRING TO LOCAL REGULATIONS REQUIRED 9UffiEN�FD CEILING(BV SHOPFITTER) 1 REFLECTED CEILING PLAN 1/81= 11-01. WWW.COTTONON.COM NOTES: SPEAKER INSTALLATION: ELECTRICAL EQUIPMENT SCHEDULE: CEILING FINISH SCHEDULE: NOTES: ELECTRICAL FIXTURE SCHEDULE-CEILING CEILING FINISHES SCHEDULE-REFER TO FINISHES LEGEND FOR FULL SPECIFICATION MEASUREMENTS ARE INDICATIVE ONLY. IT IS THE RESPONSIBILITY OF THE SHOPFITTER TO 10K 10K _ CALCULATE&CONFIRM CORRECT MEASURMENTS PRIOR TO TENDERING&ORDERING ANY CODE NAME DESCRIPTION IQrY. I CODE I DESCRIPTION I AREA REFLECTED CEILING MATERIALS. IF IN DOUBT CONTACT PROJECT MANAGER. TILE BRIDGE OR TILE ROUGH IN PAN TILE BRIDGE VC VC I I CEILING-ELECTRICAL - ALL FINISHES TO COMPLY WITH LOCAL REGULATIONS Y Y AUDIMATOR -FOR ELECTRICAL QUANTITIES REFER TO FINISHES&ELECTRICAL PLAN. ROUGH IN PAN 1p 10. IES NETWORK OUTLET RJ45 NETWORK OUTLET 4 I (VISUAL CEILING 8278'45 SF PLAN -ALIGN MEP SERVICES WHERE POSSIBLE - E19 WIA MODULE WFi MODULE0 BE j-FINISH OF UNIT AND ANY EXPOSED NETWORK CABLING 4 1 PA-01b WHITE PAINT 4310.75 SF • (E20 FLUSH ROUND SPEAKER- F USH ROUND SPEAKER-BY F NISH TO MATCH CEILING(BY SHOPFITTER) 22 • REFER TO DETAIL MEGA4.3 -DIFFUSERS/SPEAKERS&SPRINKLERS TO BE: I IMFA1 I ;0 00-8" RMP DXA 2120 STOCKROOM COLOUR a�-�eMrtla.F BOA B'� _ - - - - - - - - - - _ -BLACK ON TIMBER(COTTON ON ONLY)AND GRAPHIC CEILING(TYPO) OTHER SERVICES SCHEDULE-GEEING CEILING ELEMENTS SCHEDULE-COG SUPPLY SEALS SIGNATURE DATE: 08/22/2021 -WHITE WHITE PLASTERBOARD CEILING AND TIMBER CEILING(BODY AND SUPRE) ciGD A A PROJECT NO: 16-000 -IF UNSURE,PLEASE CONFIRM WITH PROJECT DESIGNER 9 3/8" CODE NAME DESCRIPTION CITY. DESCRIPTION QTY �V� 'i([n -DIFFUSERS TO BE CIRCULAR UNLESS OTHERWISE NOTED (ADVERTISING HOOKS-WHITE 163 ��� `- � DRAWN BY: ND -FOR MEGA SPEAKER PRINCIPLES-REFER TO DETAIL MEGA4.3 O NOTE: U CHECKED BY: RM REFER TO GENERAL DETAIL SCT-3 FOR LIGHTING FIXING DETAIL.SHOPFITTER RESPONSIBLE - SALES •C*y, ROBERT J. FOR ENSURING ALL LIGHTING IS SECURELY FIXED TO CEILING STRUCTURE O rYy r-j DWG.NO: WHEN OPEN CEILING-ALL DUCTWORK TO BE RIGID DS-16 TAP Go. A- 107 DS-16F FLUSH HARD CEILING 8 TILE BRIDGE INSTALLATION OF ORS FOR AHJ APPROVAL STAMP: T- - _ 4- _ 1_ -- -1- - - _ __ _I L- -�1 __ - _ L - ITT 4 -1 LLLT z I - - � I LJ � 461 FROM ROAD, PARAMUS, NJ 07652 T1973.253.9393 WWW.SARGARCH.COM � I B _ I I OCONTRACTOR NOTE: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE _I THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING - H- - - IH CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY 1 �/ DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER i EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY CONSTRUCTION MANAGER FOR ISSUES Milli• Y1 +�) + 1y ' ARISING FROM THE FIELD CONDITIONS OR "` CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS PRIOR TO THE T T -( -T T T - - - COMMENCEMENT OF WORK. f T T I i ' r KA-02 ISSUE DATES r1 1 ji 1 P-°- ^ TJ--'- - I77-77- L -- - - `----J r - F= , + 2 -- - - 2 10/07/2021 PERMIT ISSUE L 1 {- 7 �} L I. 1 09128Y1021 CLIENT REVIEW r T T in===I al - - - - - - - - - -- - - - - - - - - - - REV. DATE DESCRIPTION I C5 - _ COTTON ON GROUP i J _ '- - 6 COTTON:ON - - - - - -- - - - - - - - - - -- -I� - - - - - - - -- - A B C D O O O O WASHINGTON SQUARE MALL USA-SIGNAGE PLAN 1/8"= V-011 - SCHEDULES: :OT E LE AREA SCHEDULES: KY NES - - -- - -- -- - - - -. . _. --- _.. . ...... - 9393 SW WASHINGTON ARCHITECTURAL SIGNAGE SCHEDULE AREA SCHEDULE-SALESIMON.4ALES•METRIC IMPERIAL 1 KIDS ILLUMINATED PROJECTING BLADE SIGN-REFER TO DETAIL 2.1.3 2 I400mm(H)KIDS PINNED SIGN-WHITE ILLUMINATED-REFER TO MEGA 2.7.0 UNDERSIDE OF BRAND LOGO TEXT TO BE 3900 FROM FEL SQUARE RD. TIGARD, OR 97223 CODE DESCRIPTION COUNT TYPE SQM SqF % 3 500MM(H)ILLUMINATED PINNED SIGNAGE-REFER TO CO2.1.2 STANDARD DETAILS.DIMENSIONS ARE ONLY FOR REFERENCE,GC TO PROVIDE POWER-SIGNAGE NEW ILLUMINATED BLADE SIGN-REFER TO DETAIL COC2.1.4 7 I (NON SALES 429.08 m' 4618.37 SF 53% VENDOR TO PROVIDE SEPARATE SUBMITTAL AS REQUIRED SPACE S07 CS-1 500mm(h))IKA-02 KIDS ILL IIILLUiMINPAPTED PIN IIN[N['EDy(g'H p �G{Cry/r-REFER TO CO2.1.2 7 I (SALES 381.51 m' 4106.49 SF 47% 4 NEW ILLUMINATED BLADE SIGN REFER TO DETAIL COC 2.1.4 IK4 4 400mm(H}N AIFJ IGNN WHIAEILLUMINATED�REFER TO MER TO DETAIL 1GA2.7.0.UNDERSIDE OF BRAND LOGO TEXT TO 1 l 810.57 m' 8724.88 SF 100% BE 3900 FROM FEE WWW.COTTONON.COM AREA SCHEDULE•METRIC+IMPERIAL NONAGE ARTNpRKIOECAL SCHEDULE AREA SqM SAF % CODE (VERSION( DESCRIPTION SUPPLIER IHEIGHTINADTHI COUNT ACCESSORIES 12.75 m' 137.29 SF 2% KD-17 B KIDS BABY DOT DECAL-REFER TO MEGA2.7.5(3)S ARTWORK LINK ISHOPFITTER 3000 205M 1 I (BABY 17.1 m' 428..6 SF 5% I Grantl total:7 BODY 117.12 m' 1280.88 SFJ L_ (BOYS 54.03 m' 581.58 SF 1 7% ]COUNTER 31.78 m' 342.12 SF 4% IENTRY 8.99 m' 96.74 SF 1% 1 SIGNAGE PLAN I FITTING ROOM 40.30 m' 433.81 SF 5% 1 I FITTING ROOMS 9.16 m' 98.63 SF 1% IGIRLS 73.80 W 794.33 SF 9% SIGNAGE VM ELEMENTS-COG SUPPLY (MENS 147.64 m' 1589.21 BE 18% 1 CODE DESCRIPTION COUNT 1 ]RESERVE 60.47 m' 650.90 SF 7% (SLEEP 8D6 M2 86.715E 1% I (UNUSED 103.95 m' 1118.875E 13% I UTILITY ROOM 53.20 m' 572.64 SF 7% I WINDOW DISPLAY 1 49.67 m' 534.63 SF 6% SEAL&SIGNATURE DATE: 09/22/2021 810.57 m' 8724.86 SF 100% PROJECT NO: 16-000 � ARc, DRAWN BY: Author CHECKED BY: Checker ROBERT J. DWG.NO: A- 108 0 ��OF 0 DOOR SCHEDULE: DOOR KEY PLAN: FOR AHJ APPROVAL STAMP: DOOR&OPENING SCHEDULE USA DOOR LEAF DOOR-BANE - O DIMENSIONS F Q I I -T— ' ROOM NAME WIDTH HBGHT THICKNESS MATERIAL FINISH FINISH u Lr DOOR SCHEDULE NOTES: -- NEW FITTING ROOM DOOR Dl I T.Q. - EXG((HOLLOW METAL) I[� F hl�{{T�jj 00�{DOOR 02 1 7-01' T$ WOOD WOOD T ® 0 _ STONT�OR D3 i 0'-31/4" EXG.(HOLLOW METAL) FRONT DOOR I -- RESERVE ---- D8 To T-0" U-13/4" NOT ( NG�(18j< USED r MH ]2' D.O.DIMENSION 2'DO.DIMENSION D.O.DIMENSION SERIESLOCKWOD 938 SERIES DOOR HANDLE(PROVIDED RV Cnm \ / \ L- I u HOLLOW HOLLOW _ \ / WOODDOOR \ METAL DOD I-------- - - - � PUSH PLATE r� 7 ' a - Z DS H. 4 L 1 / o \ o q w 0 i=I I J 25 D ' Ci o — CLEAR ' / c _ 3 17 / - KICK \ 31, ANOf�ZED _ `/ WHITE =4 'PLATE �-' „ 8 a PLATE f4 __ -. I--- /•� / METAL D3 1 L (PP01) - / ------ ---- r-- -----------� G '• "- -� SAES SIDE 'RESERVE" STOCK SIDE 'FITTING ROOM" 'TOILET ROOM" ITL D2 D2 DOOR TYPE A DOOR TYPE B DOOR TYPE C �- - � MINIMALIST DOOR FRAME461 FROM ROAD, PARAMOS, NJ 07652 7973.253.9393 • WWW.SARGARCH.COM O O C CONTRACTOR NOTE: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS.THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING DOOR TYPES 2 DOOR KEY PLAN CONDITIONS AND DIMENSIONS BEFORE 1/2"= l'-0" 1/16" = l'-0" SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE CONTRACT TO THE 1 TENANTS REPRESENTATIVE. REPORT VINYL TRANSITION STRIP RAND BEFORIES DURING BIDDING E START F CONSTRUCTION. PROCESS PROVIDE WHITE METAL KICKPLATE ��� METAL STOP PG-01(SALES SIDE) _ PROVIDED BYTCH CHANGE ORDERS NEED TO BE APPROVED BY CONSTRUCTION MANAGER FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR SALES AREA FLOORING RUBBER TRANSITION,1:12 MAX., CONFLICTS BETWEEN THE PLANS AND THE BLOCKING AS REQUIRED / _w�r COMPLIANT WITH ACCESSIBILITY / T" REQUIREMENTS EXISTING CONDITIONS PRIOR TO THE / - COMMENCEMENT OF WORK. CONTINUOUS WHITE MORTISE HINGE / .•.� a-- + ._•• - . _ ISSUE DATES _____ // mow''.• •: •- �,<.±•�.' '• +� ADDITIONAL FINISH AS ."°-"'/•-: -"i SCHEDULED THIN SET BED 118'MAX. �• CONCRETE SLAB P'7"'i i v i i i•V i iii v i MAGNETIC DOOR IZ rZ Al777 I / i�z i"i i L / -e 1- HOL ERi WOOD TO CONCRETE SLAB TRANSITION I FINISH AS SCHEDULED / 5 G A-109 U WHITE METAL DOOR / / NTS SUPPORT-REFER TO / / / DOOR WOOD TRIM DOOR TYPE'E" / / (STOCK SIDE) / STOCK SALES T-0'(H)DOOR M .�, �_ LEASE LINE SCHLUTER SCHIENE- / - - - - ________________________ _�4 ANODIZED FINISH / r----_--_ -------- WHITE METAL PLATE ] ADDITIONAL FINISH TAPER EDGE BOTH / AS SCHEDULED JAMBS FOR MUD AND TAPER EDGE BOTH TAPING JOINT NEW FINISH AS EXISTING TILE OR NEW JAMBS FOR MUD AND BALES SCHEDULED I I FINISH AS S EDULED 2 10107=1 PERMIT ISSUE TAPING JOINT 11/4' 11/4' 32 _ 3'-0' 09Y1 21 CLIENT REVIEW / SEE DOOR SCHEDULE ( ) r I (914) (32 I I( vl I REV. DATE DESCRIPTION 3 212 re MAX BED ' COTTON ON GROUP Ig/61 i r . CONCRETE SLABALIGN 3 POCKET DOOR DETAIL 4 STOCK ROOM DOOR DETAIL 5 STOCK ROOM DOOR DETAIL 7 I MALL TILE TO WOOD PLANKS OR TILE TO TILE TRANSITION 3" = 1'-0° 11/2"= 1'-0" 1 112" = 1'-0" NTS GENERAL NOTES: HARDWARE NOTES: COTTON"ON 1. G.C.TO REFURBISH OR REPLACE LOCK SETS AS NEEDED HARDWARE SET M5(CUSTOM ROLLING GRILLE-ALUMATEC DOOR/ 69RREVMTtONS 2. G.C.TO VERIFY ENTRY DOOR HAS PROPER SECURITY HARDWARE INSTALLED WASHINGTON 3. ACCESSIBLE DOOR HARDWARE SHALL BE CENTERED BETWEEN 34'AN048"ABOVE THE 'ALUMATEC-LXR' HAG-HAGER COMPANIES 1. ALL MANUFACTURED ARTICLES,MATERIALS AND EQUIPMENT SHALL BE APPLIED,INSTALLED,CONNECFLOOR. HARDWARE AS PROVIDED BY ROLLING GRILLE MANUFACTURER WITH U-CHANGE LOCK CYLINDER WITH MCK-MC KINNEY ASSA ABLOY USED,CLEANED AND CONDITIONED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICAATIONSTIONSECTED,OR THUMBTURN ON STORE SIDE CRL-C.R.LAURENCE CO.,INC 4. G.C.TO PROVIDE DOORBELL AT REAR ENTRY FOR DELIVERIES,AS APPLICABLE INSTRUCTIONS. 2. ALL WOOD MEMBERS ARE REQUIRED BY CODE BE FIR RDANT TREATED,PROVIDE PRESSURE CLEAR ANODIZED BOTTOM BAR AND GUIDES DOR-DORMA SQUARE IMPREGNATION WITH FIRE RETARDANT CHEMICALS S TO PROVIDEOVIDEUL PRS FIRE HAZARD CLASSIFICATION.ALL SUCH SAB-SARGENT ASSA ABLOY WOOD SHALL BE IDENTIFIED WITH A UL LABLE CERTIFYING THIS CLASSIFICATION AND FM DIAMOND. BES-BEST 3. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY. HARDWARE SET#6(CUSTOM GLASS SLIDER-ALUMATEC DOORI STN-STANLY HARDWARE 4. ALL PENETRATIONS OF FIRE RESISTIVE FLOOR OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND HARDWARE SET#2(STOCKROOM/ SWINGING IMO STOCK SUG-SUGATSUNE MALL INSTALLATION DETAILS THAT CONFORM TO UL STANDARDS FOR THROUGH PENETRACTION FIRESTOP SYSTEMS.THE ALUMATEC LXS SERIES(NO SUBSTITUTES)CONTACT:KEVIN HARDY k(e env' @alumategm. n SLG-SCHLAGE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING 3 HINGES:STANLEY C61794%i X 4�'US26D INTERMEDIATE DROP LOCK-INSTALLED EVERY 10 FEET IN WIDTH WITH BEST INTERCHANGEABLE CORE TO THE ARCHITECT.SUCH DRAWINGS SHALL BE AVAILABLE TO ANY CITY INSPECTOR.THE DRAWINGS SHALL BE 1 CLOSER:CORBIN RUSSWIN DC3200/DC3210(MOUNT ON NON-SALES SIDE)FINISH 689 OR APPROVED EQUAL KEYED CYLINDER EXTERIOR AND THUMB TURN CYLINDER INTERIOR TOP AND BOTTOM LOCKS ON LEADING AND TAILING EDGES SPECIFIC FOR EACH PENETRACTION WITH ALL VARIABLES DEFINED. i LATCHSET:CORBIN RUSSWIN CL3310-NZD-626 PASSAGE FUNCTION OR APPROVED EQUAL 5. ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS AND FURRINGS TO HAVE METAL CORNER BEADS-SPACKLE AND i FLOOR STOP AND HOLDER:IVES FS446-US26D STAINLESS STEEL DUST PROOF FLOOR STRIKE TO MATCH NUMBER OF DROP LOCKS AS REQUIRED-RADIUS TRACK-14'90 DEGREES SAND SMOOTH.ALL DEMISING PARTITIONS MUST BE OF FIRECODE'X'SHEETROCK,TAPED AND SEALED AIRTIGHT TO 1 KICKPLATE:CLEAR ACRYLIC KICKPLATE DECK ABOVE. 1 DOOR STOPIEDGE:FLAT METAL BAR(STOCK SIDE)FULL LENGTH OF DOOR;NOTCHED AT LATCH STRIKE • AS REQUIRED-MANUAL FOR CURTAIN NOTE:PER IFC 1008.1.8.3,MAIN FRONT EXIT DOORS REQUIRING 9393 SW WASHINGTON 6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING INTEGRITY OF RATED PARTITIONS 8 STRUCTURE PARTICULARLY 1 PUSH PLATE:IVES 82004'X16"PUSH US26D CLEAR ANODIZED FINISH FOR CURTAIN AND POST THE USE OF A KEY SHALL HAVE A SIGN READILY VISIBLE IDS-TYPANDCOTTONRECEIVSTOREE ETRACRECEIVEBLACKTRACK-RACKW ITEROTOP LE IWBLAEEL BE ER/WHEEL BEARINGS) STATING'THIS DOOR TOREMAIN UNLOCKED WHEN BUILDING IS SQUARE RD. TIGARD, OR 97223 WHERE PENETRATED BY VARIOUS TRADES AND SERVICES. 1 PULL PLATE WITH PULL:IVES 8302 4'X16'PLATE WITH 6102 PULL US26D •'KIDS STORES RECEIVE WHITE TRACK"(TOP TRACK WHITE ROLLER/WHEEL BEARINGS) OCCUPIED•IN ONE INCH LETTERS CONTRASTING 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE FINAL CLEAN UP Of THE ENTIRE PREMISES INCLUDING BUT NOTE: BACKGROUND. NOT UNITED TO FLOORS,MILLWORK,FIXTURES,ETC.FOLLOWING THE INSTALLATION OF THE MILWORK. NOTE: • SELECTED DOOR VENDOR TO PROVIDE BRAND MAKE/MODEL FOR ITEMS ABOVE SPACE S07 8. G.C.SHALL SUPPLY 8 INSTALL PROPER AND ADEQUATE WOOD BLOCKING TO SUPPORT ALL OWNER SUPPLIED AND DO NOT PROVIDE KEYED LOCK. FM APPLIED 8 INSTALLED ITEMS FOR FIRM AND SECURE INSTALLATION ON WALLS,COLUMNS,ETC.G.C.SHALL TO BE FINALIZED IN SHOP DRAWINGS PROVIDED BY GC.COORDINATED WITH OWNER(TENANT) COORDINATE WITH MWC FORREQUIRED LOCATIONS AND ADEQUACY OF BLOCKING REQUIREMENTS AND PROVIDE TENANT PROVIDED ITEW NOT IN SCOPE OF WORK ALL SUCH BLOCKING PRIOR TO CLOSING UP ANY AND ALL WALLS,COLUMNS,ETC.IF REQUIRED BY CODE AND LOCAL HARDWARE SET#3(FITTING ROOM) BUILDING OFFICIAL,SUCH BLOCKING SHALL BE FIRE RETARDANT TREATED TO MEET SUCH REQUIREMENT. 9. TENANT STOREFRONT MUST BE SELF-SUPPORTED.STOREFRONT CANNOT BE SUSPENDED FROM MALL SOFFIT. (3)PER DOOR LEAF-BUTT HINGE BY NOVAS 10. ALL PENETRATIONS THROUGH ANY CONCRETE FLOOR SLABS MUST BE COORDINATED WITH CENTER MANAGEMENT. (1)PER DOOR LEAF-ADA COMPLIANT LEVER HANDLE(APPROVED EQUAL)BY LOCKWOOD HBBQLMESE.SFT�/TALIf-T ROOMI CORE DRILLING,SAW CUTTING,JACK HAMMERING,BUSH HAMMERING,CHIPPING,ETC.,ARE NOT PERMITTED (1)PER DOOR LEAF-PRIVACY LOCK(ANSI F76) (1)BUTT HINGES MCKINNEY#TA2714-26D4112'X412' WWW.COTTONON.COM WITHOUT PRIOR APPROVAL.CENTER MANAGEMENT OFFICE APPROVAL SHALL NOT RELIEVE CONTRACTOR FROM (2)PER DOOR LEAF-PENCIL BODY STYLE DOOR HOLDER BY NOVAS (1)CLOSER:CORRIN RUSSWIN DC32001 DC3210-TFINISH 689 OR APPROVED EQUAL RESPONSIBILITY FOR DAMAGE TO GLIMCHER PROPERTY AND/OR TENANTS PROPERTY DUE TO PENETRATION OR (1)PER DOOR LEAF-CLOTHES HOOK BY LIGHT CREATIONS (1)LOCK SET-PRIVACY-SCHLAGE-ND408,ATHENS HANDLE-BRUSHED STAINLESS FINISH SAW CUTTING OF THE FLOOR SLABE IS ATTEMPTED AND PROVIDE A WATCHMAN IN THAT SPECIFIC AREA BELOW THE (1)PER DOOR LEAF-WALL MOUNTED DOOR STOP BY LOCKWOOD (1)FLOOR STOP DOME-IVES-FS-133-BRUSHED STAINLESS FINISH TENANT SPACE,WHERE CORE BORING WILL OCCUR FOR THE DURATION OF SUCH WORK.ALL FLOOR PENETRATIONS (1)KICKPLATE-IVES-8400-BRUSHED STAINLESS FINISH MUST BE SLEEVED AND SEALED LIQUID TIGHT. NOTE: 11. ALL WORK TO BE PERFORMED IN COMPLIANCE WITH THE MACERICH ARCHITECTURAL AND TECHNICAL CRITERIA AND FRANCHISE/TENANT TO PROVIDE ALL ITEMS ABOVE.GC TO INSTALL THE CONSTRUCTION RULES AND REGULATIONS DOOR SCHEDULE HARDWARE SET#4(REAR EXIT) (3)HINGES:(W/SECURITY STUDS)IVES 5BB1-SH 41/2'[114mm]X 41/2"[114mml US32D(EXT.LOCATION)US26D HARDWARE SET#7A(STOREFRONT POCKET DOOR-NO LOCK) (INT.LOCATION) DOOR NOTES: (1)PANIC HARDWARE:DETEX SECURITY-DETEX V40XEB ALARMED PANIC BAR DEVICE,KEYED FOR BEST (1)PER DOOR LEAF-CONTINUOUS FULL MORTISE THREE KNUCKLE SPRING-BLACK FINISH CYLINDER (1)PER DOOR LEAF-MAGNETIC DOOR HOLDER (1)CLOSER:CORBIN RUSSWIN DC3210 FINISH:689 (1)PER DOOR LEAF-FINGER PULL-BLACK FINISH SEAL S SIGNATURE DATE: 09/22/2021 (1)KICKPLATE:IVES 840010'[254mm]H X DOOR WIDTH MINUS 2"[51 mm]US26D (1)PROVIDE LATCH-GUARD,FINISH US28DAR PROJECT NO: 16-COO 1. G.C.TO REFURBISH EXISTING DOORS.REPAINT,REPLACE AS NEEDED (1)NO RE-ENTRY TRIM 2. G.C.TO VERIFY EXISTING EXIT DOOR IS SECURE AND ALARM IS PROVIDED IF REQUIRED (1)SIGN PLAQUE �� C � DRAWN BY : VG 3. G.C.TO VERIFY NEW DOORS COMPLY WITH FIRE RATING C� CHECKED BY: RM 4. ENTRY 8 EXIT DOORS TO COMPLY WITH LOCAL CODE 8 REGULATIONS 5. PER APPLICABLE BUILDING CODE,THE FORCE OF PUSHING OR PULLING OPEN INTERIOR NOTE: ROBERT) DWG.NO SWINGING EGRESS DOORS,OTHER THAN FIRE DOORS,SHALL NOT EXCEED 5 POUNDS.FOR NOTE:AT EXISTING SERVICE DOORS,PROVIDE AND INSTALL HARDWARE AS NEEDED TO MEET THE ABOVE • - OTHER SWINGING DOORS,AS WELL AS SLIDING AND FOLDING DOORS,THE DOOR LATCH SHALL REQUIREMENTS. ALSO REMOVE OUTSIDE LEVER/LOCKAND INSTALL BLANK COVER PLATES TO CONCEAL A 10 9 RELEASE WHEN SUBJECTED TO A 15 POUND FORCE. HOLES AND PAINT ENTIRE DOOR PER MALL'S REQUIREMENTS. ALL DOORS TO RECEIVE PANIC HARDWARE AS SPECIFIED ABOVE. " OF 005 FOR AHJ APPROVAL STAMP: I 1 ►ass I 7 2 I - ' O 74'-1934 1 }- (4538 COTTON ON LIJ -- n-334" MALL -- - FLOOR - - -- - - - } EXISTING (344 _ - X866'-6481) I , 2 21kI (1667)" i �J -91/4" (20940) I � I _-.:___.■_i___. - (3590) 2 A2 - - - - 9'a112' MALL - - 16-61/4" 9d' 10'-3" 7 (6033) � .I (2843)j I (3127) 1 L 44'-91/4" r /•- 1 , (13649) I LJ 6 5 4 O O (29 rI STOREFRONT PLAN Ln 1 1/4"= 1'-0" 461 FROM ROAD, PARAMUS, NJ 07652 3 2 T1973.253.9393 • WWW.SARGARCH.COM ,, 1 CONTRACTOR NOTE: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE MALL BULKHEAD_ THE DRAWINGS. THE CONTRACTORS MUST 18' -0" VISIT JOB SITE TO VERIFY ALL EXISTING Q CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT DISCREPA A NY I -: WHICH MAYINTERFERE RFEREWITHE NCIANY CONDITIONS PROPER --}-�IJI - - -- ----- --- --� � - O 'I O O TENANT REPRESENEXECUTION OF THE OTATIVECREP T TO THE 3J ( E1111- S ORT _ r, X02 - • 5 DISCREPANCIES DURING BIDDING PROCESS O 0 .O 6 m g gTnIaFF ?ON rAo2 8 �'}� -- = AND BEFORE START OF CONSTRUCTION. ��.. ��, ^_ h- a � _ f 1 _ _ CHANGE ORDERS NEED TO BE APPROVED ��KESERVE C=ILIP G _1_ _ _ !,_ � "`�� - _ - - _ - _ _ - -- _" :EILIN[z _ _ _ BY CONSTRUCTION MANAGER FOR ISSUES �� O w 4 I 9 ��`` ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. 01 �i a �i % �/ ii �i �i �� ISSUE DATES m GND FLOOR - �U -01 , EQ SIGNAGE EQ 6-93/4" SIGNAGE / 6-9112" cC 11'-2"FULL WIDTH OF EX IB/HEAD (1770) (1768) ( (3401) 2 /�. 20A 1/2" - SHOPFRONT ELEVATION 1/4"= 11.0" 2 10/07/2021 PERMIT ISSUE 1 09/28/2021 CLIENT REVIEW REV. DATE DESCRIPTION COTTON ON GROUP I { COTTON:ON 1 WASHINGTON SQUARE MALL KEY NOTES: AREA SCHEDULE: EXTERNAL FACADE - PROPOSED EXTERNAL FACADE - EXISTING 1. RETAIN AWNING STRUCTURE &CHANGE AWNINGS TO RED 1 PAINT EXISTING SHOPFRONT WHITE,INCLUDING WINDOW FRAMES ABOVE-RETAIN SHOPFRONT GLAZING FRAME FINISH 1 2. NEW BLOCK OUT GRAPHICS TO WINDOWS 9393 SW WASHINGTON 2 RETAILISTINSi�SHRT MAKE GOOD AND SERVICE EXSI TIrG D SAS REQUIRED AREA SCHEDULE•SALES7/NON4iALE3-METRIC+IMPERIAL 3 40 H KIDSPINNN DSI N-WHITEILLUMINATED-REFERTON GA2.7.O DERSIDEOFBRANDLOGOTEXTTOBE3900FROMFFL TYPE gqM gqF R SQUARE RD. TIIGARD, OR 97223 4 KIDS ILLUMINATED PROJECTING BLADE SIGN-REFER TO DETAIL 2.1.3 (NON SALES 42: m2 4618.37 SF 5394 SPACE Sol 5 500mm(H)ILLUMINATED PINNED SHOPFRONT SIGN-REFER TO CO 2.1.2 (SALES 381.51 m° 4106.49 SF 47% 6 NEW ILLUMINATED BLADE SIGN REFER TO DETAIL CDC 2.1.4 I 810.57 m- 8724.86 SF 100% 7 EXISTING STRUCTURAL STEEL COLUMNS TO REMAIN,GC TO PROTECT DURING CONSTRUCTION 8 MAINTAIN FIRE RATING AS REQUIRED AREA SCHEDULE-METRIC tIMPERIAL t COTTOWON I..i AREA SqM SnF % WWW.COTTONON.COM (ACCESSORIES 12.75 M2 137.29 SF 2% BABY 39.64 m2 426.72 SF 5% BODY 117.12 m2 1260.68 SF 14% BOYS 54.03 m- 581.58 SF 7% ICOUNTER 31.78 m2 342.12 SF 4% �. (ENTRY 8.99 m2 96.74 SF 1% .. -- -_^"•_' .. _ _ ` ,••sA .-. •..- _ (FITTING ROOM 40.30 1 98+63SF 5% - STOREFRONT PLAN (FITTING ROOMS I 9.18 m' 98.83 SF 1% .� -- IGIRLS 73.80 M2 I 794.33 SF 9% (MENS 147.64 m2 1589.21 SF 18% 1 & ELEVATION (RESERVE 60.47 m2 650.90 SF 7% - 41 ISLEEP 18.06 m2 86.71 SF 1% (UNUSED 103.95 m2 1118.87 SF 13% IUTILITY ROOM 53.20 m2 572.84 SF 7% IWINDOWDISPLAY 49.67 m2 534.83 SF 6% 1 810.57 m- 8724.86 SF 1001/6 STOREFRONT NOTES: SEAL&SIGNATURE DATE: 09/22/2021 PROJECT NO: 16-000 1. ALL SIGNAGE BY SIGNAGE CONTRACTOR TO BE APPROVED BY COTTON ON GROUP. ARDRAWN BY:: VG 2. CONTRACTOR TO NOTIFY PROJECT MANAGER OF ANY DISCREPANCY TO SITE MEASURE PRIOR TO V CHECKED BY: RM CONSTRUCTION. fy ROBERT J. 3. ALL SIGNAGE DIMENSIONS TO BE CHECKED BEFORE MANUFACTURE/PRINTING BY SHOPFITTER. LY., �-] DWG.NO: 4. CONTRACTOR TO REFER TO CONTRACTOR TO REFER TO CONTRACTOR NOTES ON FLOOR PLAN - • • FOR GLAZING,DOOR HARDWARE 8 STRUCTURAL SPECIFICATIONS. O A-200 _ ��OF 0 FOR AHJ APPROVAL STAMP: RT0PF-PRnNT RESERVE CEILI VG - - - - -- - -" - - - - -CEILING - - - - - -- PA-012 -_yam z GND FLOOR I I I U <J 01_oil - - - SALES INTERIOR ELEVATION C 114"= 1'-0" 461 FROM ROAD, PARAMUS, NJ 07652 T1973.253.9393 ■ WWW.SARGARCH.COM CONTRACTOR NOTE: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS.THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY CONSTRUCTION MANAGER FOR ISSUES 10 ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE 13/4" 3'-1' 13/4" 3-2' 13/4" 3'-2' 3/4' Y-2314' 13/4' 3'-1' 13/4' EXISTING CONDITIONS PRIOR TO THE _o- X .* f x STnRFFRnNT (42) (941) (42) (962) (42) (962) (21) (983) (42) (941) (42) COMMENCEMENT OF WORK. _ RESERVE CEILING = �- - - - - - - - - - - - - - - - - �- - - - - - 91-611 _ - ISSUE DATES /-� 00000000 1'300000001))00600000)000Oo000 00000000 PA-010 000000000000000 00000000)00000000 00000000 000 0 00 000 00 )o0 000)000 00 000 000 / / 1 PAVa = PA-010 PA-01a `-/ 000yµ21 p oo N21 00 )00 N21 00)00 N-21 00 0000 PA-01a {'A-Oia StP-W ` �� _ 000O�Vo0 a0a 00 >00 000 i0oo 00 0o µ2100o g 00000000 :00000000 )00000000)Oa0000o0 00000000 0000 0 0 0 0 a00000aoc )ooaooaoo)ooa00000 00000aoo N 00000000 :00000000C >00000000000300000000 00000000 00000000 DOOOOOOOC )00000000>00000000 00000000 ~ N. 00000000 700000000 )00000000)00000000 -00000000 00000000 DOOOOOOOC )00000000)00000000 00000000 00000000 D0000000C )00000000)00000000 00000000 000000 DOOOOOOOC )00000 00 O 00000 00000000 00000 O 000 I 00000 00 co rGND_FLOOR elf 0'-0" 3 3 � 8 1� 4 9 T-0" (914) A-300-02-SALES INTERIM ELEVATION 2 10/07n021 PERMIT ISSUE 2 1 09/2812021 CLIENT REVIEW REV. DATE DESCRIPTION COTTON ON GROUP COTTON.'*ON WASHINGTON §STnRFFRnNT ES6ERVE CEILING I SQUARE PA-019 PA-01a PA-01a PA-01a P a MALS. 'Tv o � 9393 SW WASHINGTON GND FLOOR _ SQUARE RD. TIGARD, OR 7 23 �'-o" - SPACE S07 2 5 n a u WWW.COTTONON.COM 3 SALES INTERIOR ELEVATION 1/4"= 1'-0" KEY NOTES: AREA SCHEDULES: SALES INTERIOR AREA SCHEDULE-SALESI/NONSALES•METRIC+IMPERIAL I AREA SCHEDULE-METRIC+IMPERIAL E L E VAT I O N S TYPE SqM SqF °/. I AREA SqM SqF °k 1 15 POS COUNTER REFER TO DETAIL MEGA 6.1.5-WTH FRAME MEGA 6.4//WITH OUT FRAME 1E1 INON SALES 429.06 m' 4618.37 SF 53% ACCESSORIES 12.75 m' 137.29 SF 2% 2 14 BAY WALL UNIT 9'4'HEIGHT 1 ISALES 381.51 m' 4106.49 SF 47% IBABY 39.64 m' 426.72 SF 5% i 3 13 BAY WALL UNIT 10'$"HEIGHT 810.57 m' 8724.86 SF 100% BODY 117.12 m' { 1260.68 SF 14% 4 ACCESSIBLE PORTION OF NEW COUNTER PROVIDE 30'X48'CLEAR FLOOR SPACE FOR PARALLEL APPROACH I BOYS 54.03 rr? 581,58 SF 79/4 J COUNTER 31.78 m' 342.12 SF 4% EA &SIGNATURE DATE: 09/22/2021 5 WHITE LEANING MIRROR COMING FROM FIXTURE ORDERS ENTRY 8.99 m' 98.74 SF i% 6 6 BAY WALL UNIT 9'4112'HEIGHT FITTING ROOM 40.30 m' 433.81 SF 5% d )y PROJECT NO: 16-COO 7 5 BAY WALL UNIT 9'141/2'HEIGHT I FITTING ROOMS 9A6 m' 98.63 SF 1% DRAWN BY Author 8 DADA COMPLIANT BENCH TO SIDE OF COUNTER-FINISH TO MATCH COUNTER REFER TO DETAIL 6.1.3 I GIRLS 73.80 m' 794.33 SF 9% {� 9 7 BAY WALL UNIT 9'14'HEIGHT ` I MENS 147.64 m' 1589.21 SF 18% CHECKED BY: Checker 10 MEGA COUNTER BACK WALL PANEL REFER TO DETAIL MEGA DETAIL CO 6.5.2 WITHOUT FRAME PRESERVE 60.47 m' 650.90 SF 7% ASLEEP 8.06 m° 86.71 SF 1% y ROBEFTJ. DWG.NO: J UNUSED 103.95 m' 1118.87 SF 13% I UTILITY ROOM 53.20 m' 572,64 SF 7% A-300IWINOOW DISPLAY 49.87 m' 534.63 SF 6% 810.57 W 8724.86 SF 10OOk OF O -� FOR AHJ APPROVAL STAMP: C STOREFRONT _ MRESERVE CEILING - - - - - - - _ - _ _ _ _ 9' 6" - rt ># Z lu hLr \ 4J \ r \ r \ r 461 FROM ROAD, PARAMUS, NJ 07652 GND FLOOR \ / R T1973.253.9393 ■ WWW.SARGARCH.COM 04-011 _ _ Fil 2 CONTRACTOR NOTE: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS.DO NOT SCALE THE DRAWINGS.THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING KIDS SALES AND INTERIOR ELEVATION CONDITIONS AND DIMENSIONS BEFORE 3/811- 1 W-019SUBMITTING BIDS. REPORT ANY y DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY CONSTRUCTION MANAGER FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. C ISSUE DATES ��STOREFRONT =RESERVE CEILING g'-6" = PA-01a \ D•11 \ D-11 �..J PAA-01 D-11 PA-Ota PA-01r\ MD-11 f X 8 > 2 10/07/2021 PERMIT ISSUE 1 09/2812021 CLIENT REVIEW REV. DATE DESCRIPTION 1`•- 111 � GND FLOOR �= \ �I \ - _.- Cq COTTON ON GROUP 2 L8 4 7 6 COTTON*ON WASHINGTON 2 ( KIDS SALES AND INTERIOR ELEVATION SQUARE A/R"=1'-n" - KEY NOTES: AREA SCHEDULES: MALL 1 2 BAY WALL UNIT 9'-41/2"HEIGHT ( AREA SCHEDULE-SALESI/NON-SALES•METRIC+IMPERIAL 1 AREA SCHEDULE-METRIC+IMPERIAL 2 6EWBLWALL FOUND FOUNDATION I 9393 SW WASHINGTON 3 NEW BLACK FOUNDATION FRIDGE TO BE WIRED THROUGH TO COUNTER I TYPE SqM I SqF °k I I AREA sqM SqF ye 4 2 POS COUNTER.REFER TO STANDARD DETAIL DRAWING 6.1.2 INON SALES 429.06 m' I 4618.37 SF 53% f JACCESSORIES 12.75 m= 137.29 SF 2% 5 5 BAY WALL UNIT I T-9 1/2'HEIGHT ISALES f 381.51W + 4106A9 SF 47% f IBABY 39.64W 426.72 SF 5% f SQUARE RD TIGARD OR 97223 6 1 BAY WALL UNIT 91-41/2'HEIGHT 810.57 m' 8724.86 SF 100% I BODY 117.12 W 1260.68 SF 14% E 7 ADA COMPLIANT BENCH TO SIDE OF COUNTER-FINISH TO MATCH COUNTER REFER TO DETAIL 6.1.3 ( I BOYS 54.03 rf? 581.58 SF 7% 8 SHEET OVER EXISTING DOORS I (COUNTER 31.78 m' 4% SPACE S07 (ENTRY 8.99 m° 96.74 ° 98.74 SFF 1°,6 f FITTING ROOM 40.30 m' 433.81 SF 5% IFITTING ROOMS 9.16 m' 98.63 SF 1% GIRLS 73.80 m' 794.33 SF 9% I MENS 147.64W 1589.21 SF 181.6 RT0Pl=PP0NT WM'COTTONON.COM IRESERVE 60.47 m' 650.90 SF 7% RESERVE CEILING- SLEEP 6.06 m= 86.71 SF ,% 9'-6" UNUSED 103.95 m' 1118.87 SF 13% f PA-"]a PPP UTILITY ROOM 53.20 m' 572.64 SF 7% f PA-01a � � � IWINDOW DISPLAY 49.67 m' 534.63 SF 6% I 810.57 m2 8724.86 SF 100% KIDS SALES INTERIOR ELEVATIONS _GGNDFLOOR �J pf_01w - - - SEAL&SIGNATURE DATE: 09/22/2021 El F51 PROJECTNO: 16-000 DRAWN BY: Author r.J CHECKED BY: Checker ROBERT J. DWG.NO A-300A 3 KIDS SALES AND INTERIOR ELEVATION 'OF 0 �� 11/411= 1'-0'1 -------------- ------- -------------------- FOR AHJ APPROVAL STAMP: RESERVE CEILING 14U 91 -_611 PA-01a GND FLOOR 01-011 I U 71 ............... q 1gD)2 zZ 2 �3 -301 2 2 C? tC 4 FITTING ROOM ELEVATION 2 2 3/8-1 1 1-011 461 FROM ROAD, PARAMOS, NJ 07652 T1973.253.9393 WWW.SARGARCH.COM ;ffD2 2 CONTRACTOR NOTE: -4 WRITTEN DIMENSIONS HOLD PREFERENCE i OVER SCALED DIMENSIONS.DO NOT SCALE THE DRAWINGS.THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING 3 I 4 CONDITIONS AND DIMENSIONS BEFORE EXISTING RESERVE CEILING RESERVE CEILING SUBMITTING BIDS.REPORT ANY 9, 9$-611 DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER n S/P-B PA-019 EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS 3 i 3 T AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED. BY CONSTRUCTION MANAGER FOR ISSUES -0 n rl ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS PRIOR TO THE U COMMENCEMENT OF WORK. ISSUE DATES GND FLOOR _ GND FLOOR qu Of-oftlqu of-w Z-11 FITTING ROOM PLANN 3 FITTING ROOM ELEVATION 1 FITTING ROOM ELEVATION 3 1/4"=1'-0" 1 3/8"= 11-0" 3t8"=V-0" 2 10107/2021 PERMIT ISSUE KEY NOTES: AREA SCHEDULES: INTERIOR RENDERINGS: 1 09/28/2021 CLIENT REVIEW REV. DATE DESCRIPTION I FITTING ROOM HOOKS SUPPLIED BY COG.REFER TO DETAIL 5.1.1 5.1.2 AREA SCHEDULE SALES//NON-SALES-METRIC IMPERIAL AREA SCHEDULE-METRIC+IMPERIAL COTTON ON GROUP 2 SURFACE MOUNTED MIRROR-PROVIDED BY COTTON ON 1 1 3 SAFETY HOUSE.REFER TO GENERAL DETAIL SRD-1.GPGS TO BE INSTALLED @ 1600 AFFFL I TYPE % AREA SqM SqF (SALES 381.51 m2 4106.49 SF 47% BABY 39.64 ml 426,72 SF 5% q 4 LOCATION OF EXISTING SWITCHBOARDS AND ELECTRICAL EQUIPMENT TO BE RETAINED AND RE-USED.SERVICE AS REQUIRED.REFER TO ELECTRICAL I NON SALES 429�0%2 461S8.3F7 SF 53% JACCESSORIES 12.75 rrt2 137.29 SF 2% DRAWINGS. I I % $10.57 W 8724.86 SF 100% IBODY 117.12 rrt2 1260.68 SF 14% I BOYS 54.03 ral 581.58 SF 7% ICOUNTER 31.78 M2 342.12 SF 4% ENTRY 8.99 ml 96.74 SF 1 1% FITTING ROOM 40 30 ml 433.81 SF 1 5% 1 COTTOWON IF TT:NG R0000ms 9.16 M298.63 SF 1% (GIRLS 73.80 m® 794.33 SF 110% IMENS 147.64 ml 1 1589.1n SF 18% RESERVE 60.47 rre 650.90 SF 7% SLEEP 8.06 M2 86.11 SF Z IONISED 103.95 m2 11115.87 SF 113 (UTILITY ROOM 53.20 W 572,64 SF 7% WAS HINGTON IWINDOW DISPLAY 49.67 M2 634.63 SF I 6% 810.57 ffe 8724,86 SF 100°h SQUARE MALL 9393 SW WASHINGTON SQUARE RD. TIGARD, OR 97223 SPACE S07 WWW.COTTONON.COM FITTING ROOM PLAN AND ELEVATION SEAL&SIGNATURE DATE: 09/2212021 PROJECT NO: 16-000 DRAWN BY: Author CHECKED BY: Checker ROBERWT J.eSi DWG.NO: A-301 �OF 0 ------------ FOR AHJ APPROVAL STAMP: NOTE:CAULK FINISH TRIM,SEAL ALL GAPS AT VERTICAL AND HORIZONTAL JUNCTURES W/SILICONE LATEX SEALANT,COLOR WHITE CUT IFAS REQ'D TO MEET ACCESSIBILITY REQUIREMENTS FITTING ROOM PARTITION FITTING ROOM BENCH WITH RADIUSED BENCH COMPLYING WITH CBC IIB-903 MUST BE PROVIDED CONTINUOUS BLOCKING IN WALL @ LIP PROVIDED AND INSTALLED BY IN EACH ACCESSIBLE DRESSING/FITTING/LOCKER ROOM. SIDES&BACK OF BENCH BY GENERAL GENERAL CONTRACTOR. (CBC 11 B-803.4). CONTRACTOR,TYP. BENCHES SHALL BE AFFIXED TO THE WALL OR FLOOR. CONTINUOUS 1 1/2"X t t!2"HEAVY ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR GAUGE METAL ANGLE ATTACH ---- RUN BEAD OF CONSTRUCTION MATERIALS USED WHEN CE OF 250 POUNDS 1IVERTICAL OR PL HORIZONTAL IED AT AN SECURELY TO LEDGER ADHESIVE AT ALL BENCH TOP ON THE HE SEAT,FASTENER MOUNTING DEVICE,ORY POINT 8'-7"MIN. CONTACT POINTS. > SUPPORTING STRUCTURE. 4'4"MAX (2007)/ 7-7"MIN. f-�- f (1219) / (787) SINGLE LAYER 314" BENCH W/ �g ju PLAM FINISH IILL SINGLE LAYER OF 314"END o� '4 ^ SUPPORT,MATCH BENCH CONTINUOUS FINISHES AT VISIBLE AREAS TYP 1-1/Y X 2"WOOD _ _ (2)INTERMEDIATE 3/4'SINGLE LAYER - =_ --- LEDGER PLYWOOD PANEL FOR SUPPORT, U MATCH BENCH FINISHES AT VISIBLE ARFAS TYP —' CUT IF/AS REQ'D TO MEET _ -_ - ACCESSIBILITY REQUIREMENTS SEALANT,TYP. 2'X 3/4'PLAM FINISH,TYP. SINGLE LAYER 3/4"PLAM FINISH kK=I I - (�/ AND RADIUSED LIP. t ` j COUNTER SINK SCREWS AT 12' O.C.,TYP.ALONG BACK SIDE OF 2"x 4"FIRE RETARDANT BENCH INTO LEDGER BLOCKING BY G.C.@ BACK I &SIDES OF BENCH BENCH TOP MUST BE SECURED TO THE FRAMING WITH -- CONSTRUCTIONS ADHESIVE. SCREWS ARE ALLOWED ! ONLY ALONG THE BACK EDGE COVERED WITH THE TRIM. CONTINUOUS 2"x 1112"FIRE } NO EXPOSED SCREWS THROUGH THE TOP OF THE 461 FROM ROAD, WWW.S L1 S, NJ .COM RETARDANT WOOD LEDGER I � BENCH ARE ALLOWED T 473.253.4393 • WWW.SARGARtH.COM BY G.C.FOR BENCH BRACING I AT BACK&SIDES OF BENCH, 7 0" ( � t (611) � i ! StRIBE BACK&SIDES TO SINGLE LAYER 3/4' BENCH W/ CONTRACTOR NOTE: WALLS.TYP. PLAM FINISH AND RADIUSED WRITTEN DIMENSIONS HOLD PREFERENCE LIP. OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS.THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING (2)INTERMEDIATE 3/4"SINGLE t r/ 1'11 1!4' `- -- CONTINUOUS 1 1l2"x 1 112• CONDITIONS AND DIMENSIONS BEFORE LAYER PLYWOOD PANEL FOR (592) HEAVY GAUGE METAL SUBMITTING BIDS. REPORT ANY SUPPORT,MATCH ANGLE ATTACH SECURELY DISCREPANCIES OF ANY CONDITIONS BENCH FINISHES AT VISIBLE _ t:: TO BACK OF BLUE WHICH MAY INTERFERE WITH THE PROPER AREAS,TYP LAMINATE BENCH SUPPORT EXECUTION OF THE CONTRACT TO THE GUT IFlAS REQ'D TO MEET TENANTS REPRESENTATIVE. REPORT ACCESSIBILITY --'� DISCREPANCIES DURING BIDDING PROCESS REQUIREMENTS ,� NOTE:CAULK FINISH TRIM,SEAL ALL GAPS @ VERTICAL& AND BEFORE START OF CONSTRUCTION. HORIZONTAL CHANGE ORDERS NEED TO BE APPROVED SIDE SECTION AT FITTING ROOM BENCH JUNCTURES W/SILICONE LATEX SEALANT,COLOR WHITE BY CONSTRUCTION MANAGER FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ADA FITTING ROOM BENCH DETAIL ISSUE DATES lit= it-oil 2 10/07/2021 PERMIT ISSUE REV. DATE DESCRIPTION COTTON ON GROUP COTTOIN"ON WASHINGTON SQUARE MALL 9393 SW WASHINGTON SQUARE RD. TIGARD, OR 972231 SPACE S07 WWW.COTTONON.COM t FITTING ROOM DETAILS SEAL.&SIGNATURE DATE: 09/22/2021 PROJECT NO: 16-Coo OVD DRAWN BY: Author CHECKED BY: Checker ROBERT J. DWG.NO- s • A-301A OF Ow I - FOR AHJ APPROVAL STAMP: 1 4 n R96 SERVE CEILI_N{ 9, _6,� DZ _.--..,, _ .. . .. PA-01a PA-01a PA-Ota \J PA � 1 i L Iu �\ 12 I 777 - , ^ D5 I v � 4 \` 13 s GND FLOOR 02 1 O D7 r 7 13 [b V / 461 FROM ROAD, PARAMUS, NJ 07652 T1973.253.9393 • W W W.9ARGARC H.COM i D2 11 P PAoa1 CONTRACTOR NOTE: ,Au1 WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE PA-01 a01 THE DRAWINGS.THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING TIONS AND DIMENSIONS —_-- 1 CO 3 302 2 SUIORE SUBMITTING BIDS. REPORT ANY ----- \ 3 PA-Ota 2 RESERVE ELEVATION DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER 3/8"= 1'-0" EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT PA-01 DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY CONSTRUCTION MANAGER FOR ISSUES PA 019 © — ARISING FROM THE FIELD CONDITIONS OR n CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS PRIOR TO THE 1 COMMENCEMENT OF WORK. Jj'-1J 4 } ISSUE DATES PA-019 4 10 4 RESERVE CEILING _ mu 9'--w PA-Ota 4 8 PA-019 Lm 1 1 l �--E4 ®—� / \ 2 10/072021 PERMITISSUE / \ 1 091282021 CLIENT REVIEW REV. DATE DESCRIPTION \ / COTTON ON GROUP H I C13 a„FLOOR _ _ _ v , - COTTON ON WASHINGTON � RESERVE PLAN 3 I RESERVE ELEVATION - UAR 3/S..= 11-0.� 3/8„_ 1,-0, I I L KEY NOTES: MALL TING DOSE TOBERETAINED AND RE-USED.CLEAN AND SERVICE TO'AS NEW'CONDITION 2 NEW9393 SW WASHINGTON 3 EOH 2 MPLOYE WALL OATH TS'-11'HEIGHT NCH SQUARE RD. TIGARD, OR 97223 4 EMPLOYEE COAT HOOKSQ4B INCHESAF.F:PROVIDE SURFACE MOUNTED BLOCKING AS REWIRED-REFER TO GENERAL DETAIL SRD-7 5 6 BOH 6 BAY WALL UNIT 5'-11'HEIGHT SPACE 7 7 8FT(2.4m)MAINTENANCE LADDER-G.0 TO SECURE LADDER TO WALL WITH LOCK 8 CHAIN 8 EMPLOYEE LOCKERS-PROVIDE BLOCKING AS REWIRED 9 BOH 3 BAY WALL UNIT Y-11'HEIGHT 10 NEW STAFF TABLE WITH CHAIRS 11 MOP HOLDER-OATES ALL PURPOSE HOLDER B-12146.ENSURE SECURED INTO STUD OR SCREWFIXED INTO MDF,BY SHOPFITTERPROVIDE BLOCKING WWW.C,•OTTONON.COM AS REQUIRED 12 NEW RESERVE CHAIR 13 BOH DESK SET UP-POS 1 REQUIRED RESERVE ELEVATIONS SEAL 8 SIGNATURE DATE: 09/22/2021 PROJECT NO: 16-000 �cl DRAWN BY: VG VVV CHECKED BY: RM ROBERT J. DWG.NO: A-302 ��OF OR'G FOR AHJ APPROVAL STAMP: FIELD VERIFY — 1 (E)B.O STRUCTURE (N)STUD TO MATCH EXISTING FIRE CAULK �! / ! ` ., BOTTOM OF FIRE CAULK EXISTING DECK EXISTING 1-HR.DEMISING WALL BOTTOM OF : G.C.TO PATCH AND (E) (E) EXISTING DECK REPAIR AS REQUIRED.SEAL ANY NEW PENETRATIONS WITH AN SIM APPROVED MATERIAL —0 NEW 1-HR DEMISING WALL(UL#U465) 1-HR.DEMISING WALL NEW 1-HR DEMISING WALL 3-518'METAL STUDS FROM FLOOR TO 3-5/8"METAL STUDS FROM FLOOR _ L 4 LANDLORD TO PROVIDE METAL STUDS, J� DECK ABOVE(BYTF L.L.)wl NEW O TYPE'X' S DECK ABOVE(BV L.L.)w/ SAI"TYPESU (N)STUD TO MATCH WALL ING DEMISING G.C.TO PROVIDE INSTALLATION AND EXISTING DEMISING DRYWALL. GYP.BD TIGHT FROM FLOOR TO � NEW 5/8'TYPE'X'GYP.BD TIGHT WALL NEW GYPSUM WALL BOARD EXISTING WALL UNDERSIDE OF DECK ABOVE(TEN.SIDE FROM FLOOR TO UNDERSIDE OF ONLY)TAPE,SEAL,SAND 8 PREPARE FOR DECK ABOVE(TEN.SIDE ONLY) TAPE,SEAL,SAND&PREPARE BRACE BACK TO STRUCTURE - PAINT FINISH.SEAL ANY PENETRATIONS FOR PAINT FINISH.SEAL ANY ACCORDINALY wl AN APPROVED MATERIAL - — FOR wl AN APPROVED /' I MATERIAL CONT.3-5/8"x 209a. PROVIDE 1 LAYER PROVIDE 1 LAYER TOP TRACK . OF 518"TYPE"X"ON EACH SIDE OF 518'TYPE"X"ON EACH SIDE FOR 1HR.FIRE RATED - FOR IHR.FIRE RATED - VARRIES —� y 3.5/8"x 20ga.METAL STUDS @24"O.C. —. J� — USE SIMILAR DETAIL (ALIGN w/STANDARDS PER ELEVATIONS. 3.518'z 20ga.METAL STUDS @24'O.C. WHEN ATTACHING TO IV (SEE SHT.A1) (ALIGN w/STANDARDS PER ELEVATIONS. — — STEEL JOISTS 4 TYPICAL INTERIOR WALL AT DEMISING WALL �� 3„_ 1,-0„ 518"TYPE"X"GYP.BD.TAPE,SAND, 5/8'TYPE*X"GYP.BD.TAPE,SAND, PREPARE FOR FINISH PER PREPARE FOR FINISH PER j 5/8"TYPE^x^GYP.BD.TAPE, - 18 GA VERTICAL SLOTTED SLIP-TRACK ELEVATIONS. - ELEVATIONS. - SAND,PREPARE FOR FINISH1'L 'SLP-TRK"BY DIETRICH SYSTEMS,INC. PER ELEVATIONS �1 (DEPTH TO MATCH VERTICAL STUD NON-COMBUSTIBLE BLOCKING AT 4'-0' /+rte NON-COMBUSTIBLE BLOCKING AT 4'-0' •� •' 35/8"x 20ga.METAL STUDS DEPTH)ATTACH TO STRUCTURE w/# 7 O C 0 C /- 018°O.C.AILING w/STANDARDS 12 SCREWS AT 6'O.C.STAGGERED L PER ELEVATIONS. _,.^ _,._ (EACH LINE SPACED AT 12'O.C.)IN METAL DECK OR 0.157'DIA PAF(3/4' I u yq• 314. EMBED)AT 6'O.C.STAGGERED IN yq• yq•. —k --a` CONCRETE SLAB(wl OR wlo METALx--may'--+'- FIRE CAULKING AT MAX MAX ncrK1 MAX " / _ _________ v FIRE CAULKING AT PENETRATIONS PENETRATIONS I#'' I` ______L i ADJACENT ADJACENT U < SALESAREA TENANT — SALES AREA — TENANT SEE SCHEDULES FOR FINISHES , ' r AND STUD SIZES INSTALL SLIP TRACK AND FIRE- v ' SAFING MATERIALS PER CONT.20 GA.BOTTOM TRACK wl'HILTI' CONT.20 GA.BOTTOM TRACK wl'HILTI' _ MANUFACTURERS ON OR DS SHOT PIN INTO SLAB AT 24' ON OR DS SHOT PIN INTO SLAB AT 24" \' (1)#8 WAFERHEAD SCREW RECOMMENDATIONS TO ACHIEVE 461 FROM ROAD, PARAMOS, NJ 07652 T1973.253.9393 • W W W.SARGARCH.COM O.C. O.C. - IN EACH FLANGE OF EACH ONE HOUR FIRE RATING \- \_ VERT STUD.INSTALL PER MANUFACTURERS BASE PER PLANS BASE PER PLANS L_�—_ RECOMMENDATIONS PJ �/� e BASE PER PLANS FINISHED FLOOR [i FINISH FLOOR (NON-RATED) (ONE HOUR FIRE- CONTRACTOR NOTE: '- - FINISHED FLOOR o'-o" " ' WRITTEN DIMENSIONS HOLD PREFERENCE -V 0'-0"A.F.F. O 0'-0"A.F.F. E;CONSTRUCT WALL PER UL ASS EXISTING CONCRETE SLAB ASSEMBLYBLYRED OVER SCALED DIMENSIONS. DO NOT SCALE EXISTING CONCRETE SLABEXISTING CONCRETE SLAB SHOWN ON ARCHITECTURAL THE DRAWINGS. THE CONTRACTORS MUST DRAWINGS VISIT JOB SITE TO VERIFY ALL EXISTING CONT.20 GA.BOTTOM TRACK wl'HILTI'DN OR DS SHOT CONDITIONS AND DIMENSIONS BEFORE PIN INTO SLAB AT 24"O.C. SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS EXISTING DEMISING WALL2 WALL SECTION @ SALES 3 WALL SECTION- FURRING @ NEW DEMISING WALL 5 DEFLECTION TRACK-DESIGN CATEGORIES D, E & F WHICH MAY INTERFERE WITH THE PROPER ill= 1'-0" T'= 1'-0" EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED s-01 n" BY CONSTRUCTION MANAGER FOR ISSUES 3 STUDS PER PLAN ARISING FROM THE FIELD CONDITIONS OR LINEE OFOUS 6'WIDE REFER TO PLAN REFER TO PLAN MTL STUD STRAPPING q h CONFLICTS BETWEEN THE PLANS AND THE ATTACHED TO MTL STUDS TO SHELVING EXISTING CONDITIONS PRIOR TO THE ATTACHMENT TACHHMENTMENTOFF AA N FOR m r� COMMENCEMENT OF WORK. o�— SHELFTRACK fl 1 ISSUE DATES I 5/8"'USG TYPE X'GYP.BD OR `Q 11 SIDE HANG SHELF I � � 518'CEMENT BD.,SEE WALL '^ RAILS T TYPES NOTE:G.C.TO ENSURE ::,t.•.'.i" v:':.: c `° 6-0"H SHELVESB SHELF BRACKET STANDR SIDEANGS 3'-01/BAO.00. TO SHR PP NGT el I: 4 CENTRES SURFACE MOUNTED t' IrrI FINISHED CORRECTLY SIDE HANG RAIL SHELFTRACKI SHELF STANDARD I� I� FLOOR LEVEL FOR ADJUSTABLE BRACKET r BASE SHELVING SYSTEM f •%, L / (NO FIXING BRACKET rr 'a A ` T-6'H STANDARDS 2'z2')0'-6'LG, REQUIRED) 1 o iI W / I T-01/8'O.C. 11N4(AFFRA ANEW CLISCREWSIPP LEG CONTINUOUS TRACK 6 WALL SHELVING PLAN DETAIL 7 STOCK ROOM SHELVING DETAIL 9 STOCK ROOM SHELVING SECTION CENTER RACOLSTUD (WALLGAGE TO MATCEEXH OVERNTS 1/2"= 1'-0" 1 1/2"= 1'-0" USE 20 GAGE MIN AT DIAGONAL,ATTACH TRACK) 2 10/07/2021 PERMIT ISSUE TRACK TO WALL STUD 1 09/28/1021 CLIENT REVIEW W/(2}#8 SCREWS EACH SIDE. ygpl f�S yyHFgE��y��Na�LI, REV. DATE DESCRIPTION def, � DTa b w NOTE-"EQUIVALENT'STUDS THAT HAVE A THICKNESS LESS THAN SPECIFIED BELOW ARE COTTON ON GROUP NOT ACCEPTABLE. EXAMPLES INCLUDE CLARKDIETRICH PROSTUD20,PROSTUD 25; MARINMWARE VIPOR STUD;CRACO SMARTFRAME. •� i LIGHT GAGE FRAMING•MINIMUM PROPERTIES MIL.THICKNESS-GACj JrBER CROSS REFERENCE CONNECT TO REFER TO PLAN REFER TO PLAN REFER TO PLAN 25 GA.—itl MIL EXISTING 22 GA.—27 MIL 16 GA.—54 MIL STRUCTURE o20 GA.-33 MIL 14GA.—68 MIL �.� COTTON•ON : 18 GA —Al MII 12"�yA_—97 MIL O EXAMPLE CROSS REFERENCE C 35/B',18 GA STRUCTURAL METAL STUD= LZ$IL -i1 METAL STUD 7ASCLOSE STUD (S=STUD) FLANGE STUDDEPTH (T=TRACK) WIDTHTHICKNESS =3.625' =1.625' =-03MIL(18GA.) WASHINGTON SURFACE MOUNTED SHELFTRACK/ =3 518' =1 518" CONTINUOUS TRACK(GAGE TO SHELF STANDARD FOR ADJUSTABLE a _ MATCH WALL STUD,EXCEPT BRACKET SHELVING SYSTEM-GC TO a TYPICAL STRUCTURAL STUDS AND TRACKq USE 20 GAGE MIN TRACK) SQUARE INSTALL AND PROVIDE FORMER STANDARD DESIGNATION CURRENT SSMA DESIGNATIONSTEEL STUD MANUFACTUR S MALL 2112',20 GA.STUD wl1518'FLANGE 250Si62-33 • • CONNECT TRACK TO VERT o — _ _ — — — — — — 21/2',18 GA.STUD wl 1 Sl8'FLANGE 250$162-43 NOTE:FTUD STUDS WI(i)-#8 SCREW IN EACH— SHALL EAS FLANGE OF EACH STUD, 3518',20 GA.STUD wl 1 518"FLANGE 362Si62-33- - - - S A LLE 'STUD3 518",18 GA.STUD wl 15/8'FLANGE 362Si62-43 EXCEPT INSTALL(2)�i8 SCREWS 6',20 GA.STUD w/1 518'FLANGE 6005162-33 POSSIBLIN EACH FLANGE AT VERT 6",18 GA.STUD w/1518"FLANGE 600$16243CONNEC , BOTTOM. STUDS WITH DIAGONALS 8',18 GA.STUD w/ 518'FLANGE I 800$162-43 8',16 GA.STUD wl 1518'FLANGE BOOS762-54 (4)48 SCREWS WALL OR STOREFRONT STUD. 9393 SW WASHINGTON i a 10",1GA.STUD w15/8"FLANGE 1000516243 V SQUARE RD. TIGARD OR 97223 � SURFACE MOUNTED SHELFTRACK/ ' 10'.i66 GA.STUD w/l15/8"FLANGE 1000S762-54 SQUARE _: SHELF STANDARD TO TOUCH 12',16 GA.STUD wl 1 518"FLANGE 120DS162-54 20 GA.DIAGONAL BRACING OPTIONS FLOOR FOR FLOOR SUPPORT.GC 12',14 GA.STUD wl 1518'FLANGE 12005762-97 SPACE S07 ACCORDINGLY FOR LEVEL RACK w/1 114"LEG 162T125-27 TO SHIM ACC 1518",22 GA.T SHELVING 1518',20 GA.TRACK wl 1 114'LEG 162T125-33 — — :— — 21/2',20 GA.TRACK wl 1 1/4"LEG 25OT125-33 `A(� 0 NGTH- �I (1(jN LJ ,GTH- .o — — — — — - 2112',20 GA.TRACK w/2'LEG 25OT12543 2112",18 GA.TRACK wl 1 114'LEG 25�017y1(2�15y-0d]3 m 2 112" 18 CIA TRACK wl 3518',20 GA.TRACK wl 2'LFLEG 0627115-33 1yg" 15/8' 115/8" WWW.COTTONON.COM 3518',20 GA.TRACK wl 2'LEG 362720033 SINGLE 3 5/8', -,+-t- DBL 3 518",20 GA. LINE OF CONTINUOUS 6"WIDE 18 GA.MTL STUD STRAPPING BEHIND 3 5/8',18 GA.TRACK wl 1 1/4'LEG 362T12543 20 GA.DIAGONAL STUDS WITH 1 518' GYP.BD.OR CEMENT BD.(SEE WALL TYPES)TO ACT AS BACKING FOR 1 UA" 1A QTRAcx w/7.1 Fr. '+62T2B�T #8 SCREWS @ 12'dc WIDE FLANGES ATTACHMENT OF SHELFTRACK/SHELF STANDARD. G.C.TO 6',20 GA.TRACK w/11/4'LEG 600T125-33 MECHANICALLY SECURE SHELFTRACKS/SHELF STANDARDS TO MTL 6',20 GA.TRACK w/2'LEG 60OT200-33 '�q� (' J'Q DJ�QNPI�RA('lry� STRAPPING. 6',18 GA.TRACK w/1114-LEG 600712543 IN, k1NdR PAATITIONS AND$�DR�FRONT-48"O.C.MAX CONTACT STRUCTURAL ENGINEER FOR LENGTHS LONGER THAN 6',18 GA.TRACK w/2'LEG 60OT12543 P TYPICALHAT(FURRINGI CHANNELS STANDARD DETAILS 7/8",25 GA.FURRING CHANNEL 08717125-18 7/8',22 GA.FURRING CHANNEL 0871`125-27 LIGHT GAGE FRAMING SCREW CONNECTIONS UNLESS NOTED,LIGHT GAGE FRAMING CONNECTIONS SHALL BE MADE USING#8 SEAL 1,SIGNATURE DATE: 09/22/2021 SCREWS.SEE DETAIL A1S03.1 FOR DIAGONAL BRACING CONNECTIONS. AT LOCATIONS WHERE SHEATHING MATERIAL IS PLACED AGAINST THE SCREW HEADS ,cARPROJECT NO: 16-COO OF LIGHTGAGE METAL FRAMING CONNECTIONS,PANCAKE HEAD SCREWS SHALL BE ♦� c�� DRAWN BY: Author USED SO THAT THE SHEATHING MATERIAL REMAINS STRAIGHT AND SMOOTH. V CHECKED BY: Checker SEISMIC DESIGN CATEGORIES A.B.C.D.E&F ROBERT J. DWG.NO: to • 8 WALL STRAPPING ELEVATION FOR ADJSTABLE SHELVES 10 LIGHT GAGE METAL FRAMING-STRUCTURAL STUDS TYPICAL DIAGONAL BRACING - STRUCTURAL STUDS - SDC D, E & F l� Ivo A-401 1/2"= 1'-0" N.T.S. 1"= 1'-0" 0P 0� FOR AHJ APPROVAL STAMP: E F 1 EFER TO RCP -. -� - 3IM"METAL STUD ACCESS DOOR WIDTH OF STORE-VARIESEa ED, I w u 1 19'$1/4' p 1 (6000) j o GEFERT FI MAX 11 HOOKS PER ROW - REFER TO FINISH 8 GA HANGER WIRE, �i I 1'•11 1/rr1'-1112"�1'-11 U2'}T-111@'Ll'•11 1/2'11' \\ I ( 1/2'I1'-11 1/2'1•111/2'T-11 1/7 T-11 1/2' -111/2'1-11 /C I / SCHEDULE 6 I D) (60) I (60) (60) • (80) (60 ) 1 (60 ) -1 ISM) II 0 / — Q . E— E- �, E— O —E - t - ' d —E - - — 1 181 W V\ -,,, // o u ° REFERTORCP /J �y i V +tTT FRAME(3" — — — — — — — I — — — z WIDE) a o �\— — —I — — — — — — — — — — — I / 112"PLYWOOD DECK 25 m \ I REAR OF SHOPFRONT BULKHEAD // I LJ REFER TO EFINISH SCHEDU - - _ LEASE INE NOTE:ENGINEERING CERTIFICATION REQUIRED FOR SHOPFRONT ---------_ SET OUT POINT OF CEILING HOOKS TO BE DESIGN AND CONSTRUCTION PRIOR TO COMMENCING CENTRED TO STORE WIDTH / MANUFACTURE.ENSURE ALL LOCAL MATERIALS AND FINISHES ADVERTISING HOOKS BY SHOPFITTER WHEN SUSPENDED STEEL TENSION WIRE FIXED - \ SAMPLES ARE APPROVED BY COB DESIGNER AND ROM PRIOR TO CEILING IS 3500mm(11'9")OR BELOW FINISH SECURELY TO WALLS / /1 CONSTRUCTION/MANUFACTURE TO MATCH CEILING HOOKS INSTALLED ON NOTE:WIRES INSTALLED WHEN CEILING v ' SUSPENDED WIRE WHEN USED FOR OPEN CEILING HEIGHT IS ABOVE 3500mm(11'91 461 FROM ROAD, PARAMUS, NJ 07652 71973.253.9393 • WWW.SARGARCH.COM ACCESS PANEL 2 CEILING HOOK LAYOUT 3 DROP CEILING DETAIL 3/4" = 1'-0" 1/4" = 1'-0" 1 1/2" = l'-0" CONTRACTOR NOTE: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER 12 GA.HANGER WIRE EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT 3TIGHT TURNS IN 3"MAX DISCREPANCIES DURING BIDDING PROCESS 12 GA.BRACING WIRE WITH MIN.4TIGHT TURNS IN 1 _ MAIN RUNNER I AND BEFORE START OF CONSTRUCTION. 8 GA.HANGER WIRE 1/2'BOTH ENDS OF WIRE CONNECTED TO MAIN COMPRESION STRUT I 1 CHANGE ORDERS NEED TO BE APPROVED RESTRAINT AT EA RUNNERS(TYPICAL) BY CONSTRUCTION MANAGER FOR ISSUES COMPRESSION SRTUT 12 GA.VERTICAL HANGER WIRE AT 4'-0'EACH WAY(4'OC ARISING FROM THE FIELD CONDITIONS OR 314'E.M.T.COMPRESSION 12 GA.HANGER WIRE(SEE NOTE BELOW AT MAIN RUNNER) TURNS IN 3'BOTH MINIMUM 3 GYPSUM WALL BOARD OR STRUT AT EACH SEISMIC FOR WIRE GAUGE ) WOOD PLANK CEILING CONFLICTS BETWEEN THE PLANS AND THE CONNECTION O.C.EACH ENDS AL) DRILL 5/3r HOLE FOR 1/8'BOLT AND ���������������\�����\������`������������\\��\�\\ `\y MECHANICALLY FASTENED EXISTING CONDITIONS PRIOR TO THE ST TO DRYWALL CROSS TEES ALTERNATE LOCK NUT AFTER CEILING IS LEVELED WAY TIGHT TO STRUCTURE . 1 COMMENCEMENT OF WORK. ACCOUSTICAL CEILING TIE CROSS RUNNER LOCATION WITHOUT a ABOVE LIGHTS FIXTURES OR MECHANICAL NAIL.NOTCHING 4 DGA SPLAY WIRES AT 45° v 5 EMT NOTCH INTO MAIN FIXTURE" 4 PERMITTED ONLY AT ISSUE DATES RUNNER NOTE: A-TYPICAL HANG WIRE GRID RUNNER. FIXTURES ESS THAN 10 POUNDS,PROVIDE#12 _ 8"MAX 8 GAUGE WIRE(MAY BE SLACK). _ FIXTURE 11-55 POUNDS,PROVIDE TWO#12 r Tn 1; (204) 12 GA.HANGER WIRE / SEISMIC LOCKING PIN GAUGE WIRES(MAY BE SLACK). e OR NOTE(i) OR (1) FIXTURES 56 POUNDS OR MORE SHALL BE / \ MIN.3 TIGHT TURNS -3' I / MAIN RUNNER 2"MA 12 GA.HANGER WIRE SUPPORTED DIRECTLY FROM THE STRUCTUR / ABOVE WITHOUT USING THE CEILING WALL CONNECTION- I SUSPENSION SYSTEM FOR DIRECT SUPPORT. / I ( ANCHOR TO STRUCTURAL I 1 I PENDENT HUNG FIXTURES SHALL BE \ - / NOTES. i'MI CROSS TEE / — GYPSUM WALL BOARD OR I / ELEMENT SUPPORTED FROM THE STRUCTURE ABOVE WOOD PLANK CEILING 1' DRYWALL MAIN OR CROSS RUNNER 1.114 OF THE LENGTH OF THE END RUNNER WHICHEVER USING#9 GAUGE WIRE. r(MAX)FROM BRACING WIRES TO IS ESS. NOTE: COMPRESSION STRUT AND CROSS 2.NAILS AT THE END OF HORIZONTAL STRUTS ARE TO BE �S ACOUSTICAL CEILING TILE. AIR TERMINALS OR SERVICES WEIGHING 20 TO RUNNER \� \\\\\\\\\\\\\\\�\\\\\ GYPSUM WALL BOARD OR \\\\����\\\\\\\\\\\\ \ PLACED WITH NAIL HEAD TOWARD CENTERLINE OF LIGHT FIXTURES OR 56 POUNDS,PROVIDE TWO#12 GAUGE WIRES CROSS RUNNER I WOOD PLANK CEILING 1 STRUT. MECHANICAL FIXTURES (MAY BE SLACK). MAIN RUNNER \ MECHANICALLY FASTENED 3.HANGER WIRE NOT REQUIRED FOR CROSS RUNNERS AIR TERMINALS OR SERVICES WEIGHING MORE NOTE yd' TO DRYWALL CROSS TEES 314' LESS THAN 8'LONG BETWEEN MAIN RUNNER AND NOTE: THAN 56 POUNDSSHALL BE SUPPORTED COMPRESSION POST SHALL NOT REPLACE HANGER WIRES.ATTACH COMPRESSION POST TO MAIN RUNNERS WITHIN 2'OF 09) ANGLE MOLDING (19) WALL. DETAIL TO FOLLOW#RR DIRECTLY TO THE STRUCTURE ABOVE(CISCA) CROSS RUNNER THE ATTACHMENT AT THE TOP SHALL BE CAPABLE OF SUPPORTING FOUR TIMES THE WEIGHT OF THE 24589 STRUT.ARMSTRONG SUSPENDED DRYWALL GRID SYSTEM,ESR#1289 B-PERIMETER DETAILS-TYPICAL SLOTTED ANGLE SPACER WITH HORIZONTAL 61) RINGSHANK NAIL 2 10/07021 PERMIT ISSUE (SEE NOTE 2) 1 09/282021 CLIENT REVIEW REV. DATE DESCRIPTION COTTON ON GROUP 4 SUSPENDED ACCOUSTICAL CEILING SYSTEM 5 SUSPENDED CEILING BRACING ASSEMBLY 6 SUSPENDED CEILING HANGER SYSTEM 1 1/2" = 1'-0" NTS NTS COTTON:ON BUILT UP ROOFINGWASHINGTON UNISTRUT P1000 CLAMPED TO TOP CHORD EXISTING OF JOIST WI #NIST UT SQUARE METAL ROOF BEAM CLAMP#P7386 MTL.FURRING CHANNEL ANCHOR TO TOP OF STEEL DECK CLIP OR 2 STANDS OF# 11/4'EMT COMP.STRUT(MIN.0.061'THICK) FRAMING OR PANEL POINT OF ..,.,.„ $a USE UNISTRUT P10D3,WI WIDE 18 GA.TIE-WIREGALVANIZED TIGHT TO STRUCTURE ABOVE. TOP CHORD OF JOISTS BASE FLANGE,AT MALL #8 GA.HGR.WIRE @ - COMPRESSION STRUT REDD.AT EACH SEISMIC CONDITIONS WHERE SOFFIT 4'-0"O.C.ALONG - RESTRAINT 0'A'O.C.EACH WAY - 8 GA.VERTICAL HANGER WIRE 11111-==--{{ CROSSES TRUSSES CHANNEL I f-- 6"T,PE,X, EMT SLEEVE TO I I GYP.BD. i ACCOMMODATE STRUT 24'O.C. (2)#10 TECH SCERWS AT S2TUDxrSCREWS @ EACH 9393 SW WASHINGTON BOARDSUSPEEILINGASMANUFACTURION SYSTEM FOR D DRILL 5/3rOCKNU FOR AFT CONNECTION SQUARE RD. TIGARD OR 97223 CEILING FIN. BOARD CEILING AS MANUFACTURED BOLT AND LOCK NUT AFTER SEE FIN.SCHED. BY USG INTERIORS-DONN RIGID"X" CEILING IS LEVELED - 3 5/8' X 18 GA.'C'CHANNEL 1 1 TRACK JJJ ATTACHED TOUNISTRUT SPACE S07 5/8"TYPE 00 GYP.SO. — CORNER BEAD OVER 3 5/8' X 18 GA. MAIN TEE,HEAVY DUTY EXISTING JOIST. 15/16'(USG#RMX12) METAL STUDS 24' CEIINO TO WALL 4 DGA SPLAY WIRES AT 45 O.C.,6'ABOVE CEILIC:J TYPE"X'GYP.BOARD WITH CEILINOR TOG CONDITION \' TAPED JOINTS SANDED SMOOTH O 3 518'X 18 GA.METAL WWW.COTTON 0 N.CO M R GYP 1 112"CROSS CHANNEL HEAVY STUDS®24' DUTY(USG#RCX4) GYPSUM BOARD TO _ IC O.C. 1 112"COLD-ROLLED - - - 8 GA.HANGER WIRE STOP CHANNELS @ 4'-0"O.CR @ 4'-0'O.C.EA.WAY TO COMPLY WMECK H \ N T : ICC-ESR-1 222 USG PRE-APPROVED ASSEMBLY. SMOKE EVAC SYSTEM. / \ I ADD FRAME SPREAD INDEX:CLASS C 3 5/8' X 18 GA.DIAG. I f/� \-l- D.C. O AT 48' CEILING DETAILS 7/8'X25 GA.MTL. t __ / CEILING FIN. / O.C.TO SOFFIUNISTT UT. TYP. FURRING CHANNEL III see---------/// f—_ - ---- SEE FIN.SCHED. AT ALL SOFFIT FRAMING @ 7-0-D.C. I + I I FRAMING INTERSECTIONS SEAL 8 SIGNATURE DATE: 09/22/2021 ,C AA^♦� PROJECT NO: 16-COO Y`�� DRAWN BY: Author CHECKED BY: Chedror ri ROBERTJ. 5 DWG.NO: SUSPENDED GYP WALL BD. $ SUSPENDED GYP. BD. CEILING 9 TYPICAL SOFFIT TO STRUCTURE - TRUSSES 3 • A-402 3" = 1'-0.. 1 1/2"= 1'-0" NTS OF 0Rti FOR AHJ APPROVAL STAMP7T I: tJ i - - - 461 FROM ROAD, PARAMUS, NJ 07652 7973.253.9393 WWW.SARGARCH.COM J I. . I --� CONTRACTOR NOTE: WRITTEN DIMENSIONS HOLD PREFERENCE now I OVER SCALED DIMENSIONS DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST y .. �. --'" VISIT JOB SITE TO VERIFY ALL EXISTING •. _— - - CONDITIONS AND DIMENSIONS BEFORE -- ��- ---` _ - SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE CONTRACT TO THE - - - _�- _ __.----_' TENANT'S REPRESENTATIVE. REPORT - DISCREPANCIES DURING BIDDING PROCESS -- AND BEFORE START OF CONSTRUCTION. -- - - -f CHANGE ORDERS NEED TO BE APPROVED BY CONSTRUCTION MANAGER FOR ISSUES --- -- r ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS PRIOR TO THE f - - COMMENCEMENT OF WORK. t ISSUE DATES 2 1010712021 PERMITISSUE 1 09/2812021 CLIENT REVIEW REV. DATE DESCRIPTION COTTON ON GROUP .I • `� � COTTON0 ON • • '�. 11 f• 1 I I , • .; •i � ,� • WASHINGTON I I • • 7X\ —i- _� -- SQUARE .F. MALL 9393 SW WASHINGTON SQUARE RD. TIGARD, OR 97223= _ - _ -- -- SPACE S07 `_ - _ WWW.COTTONON.COM 3D VIEWS SEAL&SIGNATURE DATE: 09/22/2021 PROJECT NO: 16-000 �C DRAWN BY: Author V CHECKED BY: Checker ROBERT J DWG.NO: • • o A-403 T� 0F 0 R4C� FOR AHJ APPROVAL STAMP: Nw� R ro m,>�• m ESE NGW' .�ITa�°–"EE a�,�NNNmm SITE NT, ,. erErnumx. ru i) ` vmwxne 4 a somnenroe w -� mOOWT"aow i«w'9' o�wa / wmmm'me.N SE ae°immx ....SEI....SEIl°v I w L_l w>rrwmlmus. NwuNVRl..e / eESd.roemmm1Oi'....SEI ` RVERro4,+xx o, Y �Y 7. .RocEuxw.a nnnsgoain's'aliw.-. `°" e•� ( �II ��rwab�-lor 31 � xm wR - I I.N.7d .-IIT o IL� xtN,emw�NaxR b ., . rowvR.MYR x w.oraxe+vmx n g. • m.m—vlextw CTS.— �a•.'xow�m t..rn C- n n f SESSIIS ,o R.ve•wx �1114 �Iw I/ _ _ musrtawE.ax. ^�l ti ' ^ V---> f E 4 3^ tr o I.", "®s — 01a.e,Ta- .' X„T,,, 2 POS COUNTER STANDARD - FRONT 2 POS COUNTER STANDARD SIDE /q ; 2 POS COUNTER STANDARD - REAR — 'e Z 1:10 \J 1 :10 \J 1 :10 NOTES: Dpw' LY b-Y fnY b- I Y -o rxve�T IS, om w v.Gw • ONT WLAMINATE AND SIDES OF C OF COUUNTER.WHEN LAMINATE V i� FINISH IS USED FOR COUNTER � DDA BENCH(WITH POS)-FRONT DDA BENCH(WITH POS)-SIDE 4 1:DDA BENCH(WITH POS)-REAR PLEASE SWAP COUNTER TOP (ONLY)TO VENEER FINISH.VENEER `LJ + +o FINISH TO MATCH LAMINATE ' L FINISH rowncaxlel eaRvn>nuaxm wR>ae eumi xo eerxm wx vm IeNxxm— tea •TM 40 FINISH TO 70x70mm 12 3/4'X —_ mcao-a>vmwu,xbvanane 23/4')FRAME a,axralNmarvxvaNnemx 2 a1.+ P1e •VN40 FINISH TO COUNTER TOPSESS ltA pJNlEq rypixiiWEx Y 3 ,wro„m,xa.,.x,Y,i •ALL EXPOSED EDGES OF VENEER n . --�-- _ E BOARD TO HAVE ABS STRIP TO-40 FINISH 461 FROM ROAD, PARAMOS, NJ 07652 MATCH YIN a -xra.lb,e.R.Na m -.,ar�aaxe•- T�973.253.9393 • WWW.SARGARCH.COM 6 PANELS AND EDGES TO BE WHITE rooxbvn,v.ewnmRn rt wxva v n - EDGING I a trewu,affanwN– a,ave-bnlvla.baamrx m vxwro NOf k r •WHITE 60mm(223!64')COVER I! w c 2 u+ CAPS TO BE PROVIDED TO POS c� '” CONTRACTOR NOTE: j O CUTOUTS IN COUNTER TOP / / - WRITTEN DIMENSIONS HOLD PREFERENCE begrNra •PROVIDE 4%DRAWERS ON RUNNERS WITH PULL HANDLE OVER SCALED DIMENSIONS. DO NOT SCALE Tr---=--3 -- •--'^'- "—"i•"'---"-"'-"' �-. --- ._. / r1Oaniwev�Na o+,oM° / ro,N •, THE DRAWINGS. THE CONTRACTORS MUST •SHOPFITIER TO SUPPLY 8x GLASS E> JARS(MAXWELL&WILLIAMSS 721� -- ' VISIT JOB SITE TO VERIFY ALL EXISTING LITRE GLASS COOKIE JARS) j CONDITIONS AND DIMENSIONS BEFORE ° — ' --- j • a SUBMITTING BIDS. REPORT ANY wa DISCREPANCIES OF ANY CONDITIONS ( llI / ppMlt> WHICH PROPER EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT 2 POS COUNTER STANDARD - PLAN DISCREPANCIES DURING BIDDING PROCESS C 1 :10AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED •!'� BY CONSTRUCTION MANAGER FOR ISSUES Ex 5L MAXWELL WILLIAMS DDA BENCH(WITH POS)-PLAN ARISING FROM THE FIELD CONDITIONS OR GLASS JARSOm2052' DESIGN INTENT - 2020 � ' '° DESIGN INTENT - 2021 CONFLICTS BETWEEN THE PLANS AND THE -IDS REMOVED HIGH.(/31/84'X 7 31/60'X 6 17/64') LIDS REMOVED EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ISSUE DATES +�\ 2 10/072021 PERMIT ISSUE x 1 09/28/2021 CLIENT REVIEW 4 c, REV. DATE DESCRIPTION e l.N xw a max. TR COTTON ON GROUP �wvE�emrrow,cR __ _ _ loxes®aaxs r—� tnro®eooelaranex -- -- M I I I ( exRosEneoaEevmuxren ♦ n° ,oee,�rnm,rsrox�„m wEn xvRl,asawFawwnwax \; IS � �M6MN�i,mvrow,w IS �• D�1 VwowmEn�TSEeoo w.xl,R NwgN-1 I B E. vx •xw>eo—wm I I x"®m.oxae�Nave, n �ro COTTON:ON oetRxx oxxamx,x.ovxb� --p _T... ....... iY.IO+x' ' P.E�v.iblT!leM Y IOIT v a >EW v.f iT lfl� COUNTER STANDARD - SECTION A o2 COUNTER STANDARD - SECTION B /3 FOUNDATION STORAGE BOX WASHINGTON O1 :10 �J 1 :10 �/ 1 :5 O COUNTER STANDARD - ANGLED SHELVES DETAIL SQUARE B�Bi MALLk ,. COTTON ON KIDS RESPONSIBILITY TO: 1k ---------- 1 ORDER PSTN LINE FOR EACH NEW STORE DELIVERED TO MDF I • �� ,�I 33 eaN1,AMlut onwn z• . e° • I O O O 2.FORWARD PHONE NUMMBERS AND CABLING INFORMATION TO "••^•r0• 'O SHOPFITTERS(I(LT TO EMAIL STORE DEVELOPMENT WNH THIS DATA) b , PERR,OIp m e{bT , rWT a ELECTRICIANS RESPOlL41BILITY TO; W WASHINGTON 1.PATCH PSTN LINES FROM MDF TO SHOP COUNTER PRIOR TO ++cc COTTON ON KIDS SETUP DAV B TEST R IS IN WORKING ORDER, SQUARE RD. TIGARD ELECTRICAN TO SIGN OFF WHEN COMPLETE , OR 97223 SLIDER KEYBOARD SHELF- PLAN �/�j�; FIXED SHELF- FRONT VIEW 2.EACH PSTN PHONE LINE IS TO BE LABELLED WITH EITHER ADSL/ SPACE SOT 1 / 1 :5 5 `�J 1 :5 PHONE OR MODEN ALONG WITH PHONE NUMBER FOR POINT NEXT TO `J EACH PORT.NUMBERS ARE TO BE RECORDED&FORWARDED TO STORE DEVELOPMENT.LINES TO BE TESTED BY CALLING A MOBILE NUMBER TO CHECK IT IS IN WORKING ORDER. 3.REPORT 6 TAKE OWNERSHIP OF TELECOMMUNICATION FAULTS (LODGE WITH TELSTRA,TELECOM OR SINGTEL FAULTS LINE&PLACE THEMSELVES AS MAIN CONTACTS) W W W.COTTO NO N.COM 4.5 x CAT5E CABLES(PER COUNTER)TO BE RUN FROM BACK OF THE STORE(NEST TO PSTN LINES)TO THE COUNTER TERMINATED WITH RJ45 SOCKETS ON EACH END,EACH SOCKET TO BE SEOUENTIALLV NUMBER 1-5 ON EACH END IS TO 10 ON THE SECOND COUNTER&SO ON) 5.CAT SE'PATCH CABLES THEN USED TO CONNECT THE PSTN LINE IN THE BACK OF THE STORE,TO THE CAT5E CABLES RUNNING TO THE COUNTER 6.ELECTRICIANS TO INSTALL 3 x DOUBLE POWER POINTS IN BACK STANDARD DETAILS ROOM ALONG SIDE PSTN 8 RN5 SOCKETS.ALLOW IOmm GAP BETWEEN EACH OUTLET 7.ELECTRICIANS TO INSTALL 3 x DOUBLE POWER POINTS PER EACH POS POSITION&2 x DOUBLE GPO TO FAX AREA,TO BE INSTALLED AT REAR OF COUNTER,ALLOW i0mm GAP BETWEEN EACH POWER OUTLET SEAL&SIGNATURE DATE: 09/22/2021 PROJECT NO: 16-COO DRAWN BY: ND C� CHECKED BY: RM ROBERT J. p,..� DWG.NO: A-500 T� 0p 0 z LIGHTING SCHEDULE ELECTRICAL SYMBOLS1 U GENERAL NOTES LEGEND 1. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO VISIT AND INSPECT SITE TO USYMBOL DESCRIPTION KELVIN I TYPE QTY WATT LOAD FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS ASSOCIATED WITH, BUT (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) NOT LIMITED TO THE FOLLOWING: LED SYMBOLS SYMBOL DESCRIPTION VERTICAL LED STRIP, 14.4 WATT PER METRE, CORNER A. EXISTING BUILDING ELECTRICAL DISTRIBUTION SYSTEM AS IT APPLIES TO THE LVi 27001( CORNER 4 32 128 � RECEPTACLE,DUPLEX TO WORK TO BE PERFORMED. EXTRUSION & OPAL DIFFUSER, 2060MM 6'-9" LENGTHS EA. LINE16 B. EXISTING FIRE ALARM SYSTEM BACK OF HOUSE SYMBOLS RECEPTACLE,GPI CONTRACTOR'S INSPECTION SHALL BE CONDUCTED PRIOR TO FINAL BID,AND N RECEPTACLE,DUPLEX FLUSH FLOOR ANY ADDITIONAL WORK REQUIRED DUE TO FAILURE TO VISIT SITE OR mommonsi BT LED, 38W, 4400 LUMENS SURFACE 4000K 14 44 616 ® INADEQUATE INSPECTION SHALL NOT BE CONSIDERED FOR COMPENSATION. MOUNTED OR SUSPENDED BATTEN ® RECEPTACLE,DUPLEX,CEILING 2. ALL WORK IS TO BE COORDINATED WITH OWNER&ARCHITECT. 461 FROM ROAD, PARAMUS, NJ 07652 RECEPTACLE,DUPLEX ISOLATED T1973.253.9393 • WWW.SARGARCH.COM ® 3. ALL WORK MUST BE DONE IN ACCORDANCE WITH THE LATEST ADOPTED TRACK SYMBOLS GROUND FLUSH FLOOR VERSION OF THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE STATE AND LOCAL STANDARDS.WHERE CONFLICTS ARISE,THE MOST STRINGENT SYMBOL DESCRIPTION FINISH HEIGHT LENGTH RECEPTACLE,DOUBLE DUPLEX REQUIREMENT SHALL TAKE PRECEDENCE. WHITE SURFACE }L RECEPTACLE,DUPLEX 4. THE CONTRACTOR IS TO NOTIFY ENGINEER/ARCHITECT OF ANY TSP2 3-CCT UNIVERSAL LIGHTING TRACK, SURFACE MOUNTED 548'-4" ll ISOLATED GROUND CONTRADICTIONS FOUND ON THE DESIGN DOCUMENTS AND BASE THE BID ON MOUNTED RECEPTACLE,DOUBLE DUPLEX, THE MORE EXPENSIVE CONDITION. ISOLATED GROUND 5. TWO COPIES OF A REPRODUCIBLE AS-BUILT MARKED-UP DRAWING, TSM2 3-CCT UNIVERSAL LIGHTING TRACK, SURFACE MOUNTED BLACK SURFACEMOUNTED 36'-9.5" O JUNCTION BOX SHOWING CONDUIT RUNS AND CIRCUITING MUST BE GIVEN TO ARCHITECT, CONTRACTOR NOTE: (WALL MOUNTED/CEILING MOUNTED) ENGINEER AND BUILDING MANAGER AT THE COMPLETION OF THE JOB. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED EXHAUST FAN 6. THE CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL EXISTING DIMENSIONS. DO NOT SCALE THE ELECTRICAL WORK WHICH INTERFERES WITH THE NEW ARCHITECTURAL AND DRAWINGS. THE CONTRACTORS SYMBOL DESCRIPTION KELVIN FINISH QTY WATT LOAD 1b I NON-FUSED DISCONNECT ELECTRICAL LAYOUTS.ALL WORK WHICH IS NO LONGER REQUIRED TO FUNCTION SHALL BE DE-ENERGIZED AND DISCONNECTED AT THE SOURCE OF MUST VISIT JOB SITE TO VERIFY RECESSED DOWNLIGHTS I Ch I FUSED DISCONNECT POWER SUPPLY. ALL EXISTING CONDITIONS AND 7. PANEL DIRECTORIES SHALL BE COMPLETELY TYPE FILLED IN AT COMPLETION DIMENSIONS BEFORE SUBMITTING D1 R LED 25 WATT, 3300 LUMENS, 45°REFLECTOR, 3000K RED 4 30 120 I�.-� CIRCUIT,CONCEALED IN WALLS OR OF JOB. BIDS. REPORT ANY RECESSED FIXED DOWNLIGHT CEILING,E INDICATES EXISTING DISCREPANCIES OF ANY CIRCUIT,CONCEALED IN SLAB FLOOR, S. ANY EXISTING WORK DAMAGED AS A RESULT OF PERFORMING THE SCOPE OF CONDITIONS WHICH MAY �` WORK OF THIS CONTRACT SHALL BE REPAIRED OR REPLACED AS REQUIRED. LED 18 WATT, 2000 LUMENS, 41°REFLECTOR, 2700K WHITE 2 20 40 E INDICATES EXISTING WIRING MATERIAL AND FINISH TO MATCH EXISTING TO THE SATISFACTION OF THE INTERFERE WITH THE PROPER D3W OO RECESSED FIXED DOWNLIGHT, FROSTED GLASS I �� I CIRCUIT, EXPOSED, OWNER'S REPRESENTATIVE. EXECUTION OF THE CONTRACT TO E INDICATES EXISTING WIRING THE TENANTS REPRESENTATIVE. TRACKSPQTS 9. CONNECT NEW WORK TO EXISTING WORK IN A NEAT AND ACCEPTABLE MANNER. � TELEPHONE OUTLET,+60' REPORT DISCREPANCIES DURING LED 25 WATT, 3300 LUMENS, 60'REFLECTOR, 10. DISPOSE OF REMOVED RACEWAY,WIRE,PANELS,ETC.,AS DIRECTED BY BIDDING PROCESS AND BEFORE SC1W �� 3000K WHITE 245 30 7350 I DATA OUTLET OWNER AND/OR ARCHITECT. START OF CONSTRUCTION. CARL TRACK SPOT, WITH ELLIPTICAL LENS 0 CHANGE ORDERS NEED TO BE 11. ALL ELECTRICAL WORK IN ADJOINING AREAS WHICH IS REQUIRED TO LED 25 WATT, 3300 LUMENS, 60-REFLECTOR, m I TELEPHONE,FLUSH FLOOR FUNCTION BUT IS AFFECTED BY THIS WORK SHALL BE RECONNECTED AND APPROVED BY CONSTRUCTION SCi B C}j 3000K BLACK 16 30 48O RESTORED TO ITS PRESENT FUNCTION AS PART OF THE ELECTRICAL SYSTEM MANAGER FOR ISSUES ARISING CARL TRACK SPOT, WITH ELLIPTICAL LENS I a PUSH BUTTON OF THE BUILDING(S). FROM THE FIELD CONDITIONS OR PENDANTS 12. ALL RACEWAYS WHICH BECOME EXPOSED BEYOND FINISHED SURFACES CONFLICTS BETWEEN THE PLANS ❑B BUZZER BECAUSE OF THE ALTERATION WORK SHALL BE RE-ROUTED BEHIND THE AND THE EXISTING CONDITIONS P2 LED 18 WATT, 2000 LUMENS, INDUSTRIAL PENDANT 3000K GREEN 4 20 80 FINISHED SURFACES PRIOR TO THE COMMENCEMENT OF INSTALLED UNDERSIDE @ 2390/7'10"AFFIL I O SPEAKER 13. CUT BACK TO FLOOR,WALL OR CEILING AND PLUG BOTH ENDS OF CONCEALED WORK. CONDUITS MADE OBSOLETE BY THIS ALTERATION.REMOVE EXPOSED OT THERMOSTAT CONDUITS,OUTLET BOXES AND HANGERS MADE OBSOLETE BY ALTERATION UNLESS DESIGNATED TO REMAIN.ALL UNUSED WIRE SHALL BE REMOVED. SYMBOL DESCRIPTION KELVIN FINISH QTY WATT LOAD I Ts TEMPERATURE SENSOR 14. ALL HOLES IN SLABS OR WALLS SHALL BE SEALED WITH APPROVED FIRE ISSUE DATES EXIT & EMERGENCY I TC TIME CLOCK RATED MATERIALS. EMERGENCY LIGHT, RECESSED 15. DISCONNECT LOAD AND LINE END OF CONDUCTORS FEEDING EXISTING WHITE 1 0 I O OCCUPANCY SENSOR FOR RESERVE. EQUIPMENT TO BE REMOVED. EM1 � STANDARDS: UL 924, NFPA 101, NFPA 70-NEC, OSHA OS ACTIVATION OF ONE SENSOR WILL TURN ON ALL LIGHTS IN THE AREA. 16. REMOVE CONDUCTORS FROM EXISTING RACEWAYS TO BE RE-USED IN NEW EMERGENCY LIGHT, SURFACE MOUNTED OR SUSPENDED WHITE 1 I ABBREVIATIONS WORK. EM2 ® CLASS CO/C90: D40 AFF CEILING FAN 17. REMOVE ALL ABANDONED CONDUCTORS BACK TO ORIGIN. SPLEDN EXIT LIGHT, SLIMLINE LAZER, SURFACE MOUNTED/SUSPENDED, 2 Co CHECK OUT 18. CUT AND CAP ABANDONED FLOOR RACEWAYS FLUSH WITH CONCRETE EXl FEX1T1 ILLUMINATION STANDARDS:UL 924, NFPA101, NFPA 70 NEC, OSHA CW CASHIWRAP FLOOR OR BEHIND WALLS AND CEILINGS. QLXN500 EXIT LIGHT, ECONOMY SURFACE MOUNTED/SUSPENDED, EF EXHAUST FAN 19. CONTRACTOR TO DE-RATE CONDUCTORS IN ACCORDANCE WITH THE 2 NATIONAL ELECTRICAL CODE WHEN INSTALLING MORE THAN THREE(3) EX2 <EXIT ILLUMINATION STANDARDS: UL 924, UL DAMP LOCATION, NFPA101, NFPA 70 G GROUND CURRENT CARRYING CONDUCTORS IN A RACEWAY. NEC, OSHA GFI GROUND FAULT CIRCUIT INTERRUPTER 20. ALL POWER WIRING IS TO BE#12AWG COPPER MINIMUM. NOTE: IG ISOLATED GROUND 1. RETAIN ALL LIGHTING TO SELLING & NON-SELLING FLOOR AREAS AS NOTED. CLEAN AND MAKE GOOD. 21. ELECTRICAL MAIN ELECTRICAL MUST PROVIDE SI IDENTIFICATION NAMEPLATE NL NIGHT LIGHT ON TENANT'S MAIN ELECTRICAL SERVICE FUSIBLE DISCONNECT SWITCH IN 2. CONTRACTOR TO ASSESS RETAINING EXISTING LIGHTING, TO ENSURE ALL RE-USED ARE IN WORKING ORDER LINO UNLESS NOTED OTHERWISE LANDLORD'S DISTRIBUTION PANEL.NAMEPLATE MUST BE 1/8"THICK PLASTIC, 3. UNUSED EXISTING LIGHTING FIXTURE LOCATIONS TO BE PATCHED AND PAINTED AS NEW. BLACK ON WHITE ETCHED To LEAVE WHITE LETTERS.THE SIZE SHALL BE ONE 3. ALL EXIT SIGNAGE/ EMERGENCY LIGHITNG TO BE RETAINED/REUSED WH WATER HEATER INCH HEIGHT N I REQUIRED LENGTH,WITH TENANT'S SPACE NUMBER ENGRAVED ON IT.PERMANENTLY AFFIX TO DISTRIBUTION PANEL. 4. ALL EXIT SIGNAGE LOCATIONS TO BE APPROVED BY BUILDING SURVEYOR PRIOR TO RE-INSTALLATION. WP WEATHER PROOF COVERPLATE WR WEATHER RESISTANT RECEPTACLE 22. ALL FIRE DAMPERS MUST BE IDENTIFIED BY A STICKER INSTALLED ON CEILING BELOW.DUCT FIRE DAMPER MUST BE INSTALLED WITH BREAKAWAY CONNECTION.PLENUM CANNOT CONTAIN ANY COMBUSTIBLES. 23. ALL LOW VOLTAGE WIRING TO BE ROUTED IN CONDUIT UNLESS OTHERWISE BY TOTAL NEW WATTS = 8814 W AREA = 8765.59 F2 APPROVED BY AUTHORITY HAVING JURISDICTION. 24. FOLLOW TENANT PANEL SCHEDULE. 25. ALL EMPTY CONDUITS MUST HAVE PULLW IRES AND BE TAGGED PROPERLY. 26. TIE BACK ALL LOOSE WIRING(INCLUDING LOW VOLTAGE)IN AN ORDERLY 2021/09/23 CLIENTREVIEW FASHION. REV. DATE DESCRIPTION 27. AVOID RUNNING LOW VOLTAGE WIRE OVER HIGH VOLTAGE WIRING OR LIGHT FIXTURES. 28. PROPERLY CONCEAL WIRING AT THE CASHWRAPS. COTTON ON GROUP 29. PROVIDE CONDUIT FOR ALL WIRING,INCLUDING BUT NOT LIMITED TO: CONTROL,FIRE ALARM,POWER AND COMMUNICATION WIRING.COORDINATE INSTALLATION AND ROUTING REQUIREMENTS WITH APPROPRIATE INSTALLER(S). 30. SHALL RSTUBUPVERTICALLY90DEOR OR IN SLAB IGREESSHALL BERIGID METAL CONDUIT AND COTTON.ON 31. PROVIDE SINGLE GANG PLASTER RINGS FOR ALL TELEPHONE AND DATA OUTLET LOCATIONS. WASHINGTON FIRE ALARM NOTES SQUARE IF REQUIRED BY MALL AND/OR AUTHORITIES HAVING JURISDICTION: 1. THE FIRE ALARM SYSTEM SHALL BE A DESIGN BUILD SYSTEM. 2. THEE ALARM DESIGNER, TORRECOGNIZED SHALL SHRED BY IN THE THE STATE IN HIGHS OF WORK IS ED 9585 SW WASHINGTON FIRE ALARM DESIGNER,RECOGNIZED BY THE STATE IN WHICH WORK IS TO BE PERFORMED,TO DESIGN A COMPLETE SYSTEM APPLICABLE TO THIS BUILDING OCCUPANCY. SQUARE ROAD 3. THE SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ALL LOCAL CODES AND NFPA STANDARDS. PORTLAND, OR 97223 4. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF DOCUMENTS TO THE SPACE #S1 1 BUILDING DEPARTMENT AND OBTAIN A PERMIT SEPERATE FROM THE ELECTRICAL DOCUMENTS. 5. FIRE ALARM SYSTEM TO BE DONE BY LANDLORD REQUIRED SUBCONTRACTOR UNDER CONTRACT WITH TENANT. NOTE: WWW.COT-rONON.COM FIRE ALARM SHALL BE A SEPERATE SUBMITTAL TO THE FIRE DEPARTMENT FOR APPROVAL. ELECTRICAL a SCOPE NOTE: NOTES ACCESS TO EXISTING FIELD CONDITIONS INCLUDING INCOMING ELECTRICAL SERVICE LEGENDS WAS LIMITED DURING DESIGN PHASE.CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING ROUGH-IN.IF AVAILABLE SERVICE IS LESS THAN SHOWN,CONTACT ARCHITECT AND ARCHITECT'S ENGINEER IMMEDIATELY. CONTRACTOR SHALL IDENTIFY AND TAG ALL ELECTRICAL CIRCUITS AND EQUIPMENT TO PRESERVE DURING DEMOLITION PHASE.CONTRACTOR SHALL FIELD COORDINATE NEW I CIRCUITS WITH EXISTING CIRCUITS TO PROVIDE A COMPLETE FUNCTIONAL ELECTRICAL SEAL&SIGNATURE DATE: 2021.09.27 SYSTEM THAT MEETS ALL NATIONAL AND LOCALLY ADOPTED CODES OR REQUIREMENTS. PROJECT NO: Cot_Was_Por @tO PRWEa CONTRACTOR SHALL KEEP ACCURATE AS-BUILT DRAWINGS OF ALL CHANGES AND Not E o DRAWN BY: JAH PROVIDETO THE OWNER AND LANDLORD UPON COMPLETION OF PROJECT. ry �� CHECKED BY: WER OREDbN 11OJkV DWG.NO: Reference only 0NM ,�aON MOaE�001 g Not part of this permit 8:12.3 -LZ KEYNOTES SITE VISIT NOTES L01 EMERGENCY/EXIT LIGHTING SHALL BE CONNECTED TO LOCAL CIRCUIT ON UNSWITCHED LEG. 1. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING ROUTE CIRCUIT THROUGH CURRENT LIMITING BREAKER IN SILVER BULLET CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF L05 PANEL PRIOR TO LANDING ON BRANCH CIRCUIT BREAKER,REFER TO WORK.THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN I/EN-300.00, EXAMINATION HAS BEEN MADE.LATER CLAIMS FOR LABOR,EQUIPMENT OR LOB LOWER CASE LETTER INDICATES SWITCH DESIGNATION,REFER TO MATERIALS REQUIRED,OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD 1 u 2,3/EN-300.00 FOR MORE INFORMATION. HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE,WILL NOT BE CEILING MOUNTED SPEAKER IN THE AREA.REFER TO ARCHITECTURAL ALLOWED. L09 DRAWINGS FOR SPEAKERS LAYOUT.PROVIDE CONCEALED 2. ALL EXISTING CIRCUITS TO REMAIN SHALL BE RECONNECTED WHETHER CABLES/CONDUIT TO SOUND SYSTEM IN STOCKROOM AREA.FIELD VERIFY INDICATED OR NOT ON PROJECT DOCUMENTS. SPEAKERS EXACT LOCATION WITH COTTON ON GROUP'S AUDIO VENDOR. 3. NEW AND EXISTING CIRCUIT DESIGNATIONS MAY NOT REPRESENT ACTUAL FIELD rr CONDITIONS.THEY ARE INTENDED FOR REFERENCE ONLY. 4. COORDINATE WITH OTHER TRADES FOR ITEMS IN THEIR SCOPE OF WORK WHICH WOULD REQUIRE ELECTRICAL WORK (DISCONNECTION/RECONNECTION, ETC)AND ARE INDICATED ON THE ELECTRICAL PLANS. V) LIGHTING GENERAL NOTES 461 FROM ROAD, PARAMUS, NJ 07652 1. ALL FIXTURES TO BE INSTALLED IN ACOUSTIC CEILING TILE SHALL BE LOCATED AT T1973.253.9393 a WWW.SARGARCH.COM THE CENTER OF 2*-0"XV-0*CEILING TILE UNLESS OTHERWISE NOTED. 2. ALL FINISHES AND PAINTING REQUIREMENTS SHALL BE DIRECTED TO THE FINISHES SCHEDULE,SPECIFICATIONS,AND INTERIOR ELEVATIONS. 3. CONTRACTOR TO USE LASER FOR LEVELING OF ALL SOFITS,CEILINGS AND SUSPENDED GRIDS.ELECTRICAL CONTRACTOR TO VERIFY IF SERVICE PROVIDED IS ADEQUATE IF NOT,NOTIFY ARCHITECT IMMEDIATELY 4. LIGHTING SUPPLIER AND CONTRACTORS MUST ENSURE THAT ALL LIGHTING EXPOSED TO PLENUM ARE PLENUM RATED. CONTRACTOR NOTE: WRITTEN DIMENSIONS HOLD 5. ALL EQUIPMENT SHALL BEAR U.L.LABELS. PREFERENCE OVER SCALED 6. TAPER ANY CEILING TILE EDGE THAT IS CUT TO FIT INTO THE CEILING GRID. DIMENSIONS. DO NOT SCALE THE A B C DRAWINGS.THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS NEED TO BE T 3: 3: it 3: 3:1 3: 3: 3: 3: 3� 3: 3: 3: 3: 3: 1 3: 3: 3: 3: 3: 3: 3: 3: 3: 3: a: APPROVED BY CONSTRUCTION -5 8\35: - 1\1 � - - - - :��\� - - % - �\31: � - - r� 0 0 8 rp 53 M� r18 v 1101 8 53 Q8 MANAGER FOR ISSUES ARISING 1.1111, - FROM THE FIELD CONDITIONS OR W sci V/ L 5 L SC1w CONFLICTS BETWEEN THE PLANS CA) SC1w L05 S L09 I AND THE EXISTING CONDITIONS T� G) PRIOR TO THE COMMENCEMENT OF S QACLrY09P (D (9) G) S C L I A-37 WOMENS FLUSH FLUSH FLUSH FLUSH FLU M, FLUSH m scle WORK. 15 �L08 < 51,[:';:� WOMENS LINE OF TRACK SC1w TYP 1 16 I SEPERATION EMI EMI ISSUE DATES LEE[ U $C1w SC1w scle SC1wI SC1w VERIFY FINAL LOCATIONS OF ALL DEVICES AND EQUIPMENT ON THIS PLAN WITH KEEP EXISTING CEILING/RETAIN OWNER/ARCHITECT PRIOR TO ROUGH-IN. EXISTING GENERAL LIGHTING SC1w ILVI �: SC1w D3W <__�_)Sciw (D FLUSH FLUSH FLUSH FLUSH FLUSH D1R LV1 D W LVJ sclw SC1w a L LVJ C--)SC1w V1 I ( FG EMI EW HATCHED AREA: Scjw DIR D3W 9 /RETAIN EXISTING TYP AF 0 /LIGHTING RELAMP OR SC1w SC1w a /REPLACE IF APPLIC /LV1 IO OR WFI I ®I EX1 Sciw WWI 01R SC1w SC1w 2021/09/23 CLIENT REVIEW T4 a r r REV. DATE DESCRIPTION SC1w / \ F C��., �✓3 3 3 ' U3 3 �3 � 3 �3 �. 3 L4JJ3 � 3 {a3 l.$ 3 u3 U3 � ..�. 09 09 SC1w Di COTTON ON GROUP m A-35 L05 I Ia SC1w (D SC1w FLUSH FLUSH FLUSH FLUSH FLUSH OVERRIDE72' DWELL COTTOWON SCM al 1 19 1 I sclw" 3: 3 3 3: 3: 3: 3: 3: 3: 3: 3: 3: 3: 3: 3: it 3: 0) mu) T-3 m L05 $Cis WASHINGTON A. sc,wLINE OF TRACK SCIW SQUARE w SEPERATION KEEP EXISTING CEILING/RETAIN EM, EMI EXISTING GENERAL LIGHTING EM1 x z Z PENDANTS ABOVE COUNTER TO SCJ BE INSTALLED AT T-10"AFF,TYP COUNTER 9585 SW WASH I NGTON < F-7 1 1 20 1 MENS SC1w BODY A-8 P P2 P2 P2 P2 P2 17 SQUARE ROAD G 1 18 (D (D S FLUSHSH FLU FLUSH FLUSH LINE OF TRACK FLUSH SC1w e e e e e a SEPERATION SCIW PORTLAND, OR 97223 < cl) ',71 scl T-2 n SPACE #S11 L05 3: 3:6 3z ece 8 53 8 8 8 8 53 9 R 8 8 A-25 m LOS 'Scm I A-31 w w w w w I ,JW WWW.COTTONON.COM ' " — - - - - - - - - - - - - - - - - - - - - - - - - - - - F- - - - - - - - - - - - -I - - - I — - - - - - MATC INE % %��/��/�\�� �I - - - ,� - - - - - - - - - - iI 1111 II - _ - _ �. ' .- -� � .-. - .- -_I - �I - - - - - - - - - - -- ELECTRICAL Reference only LIGHTING PLAN LIGHTING PLAN Not part of this r)ermit 1/4"= V-0- SEAL&SIGNATURE DATE: 2021.09.27 NOTE: PROJECT NO: Cot Was-Por %%GI 6 DRAWN BY: JAN FIELD EVALUATION OF ALL ELECTRICAL AND MECHANICAL CHECKED BY: WER EQUIPMENT TO DETERMINE WORKING CONDITION IS REQUIRED. DWG.NO: EXISTING EQUIPMENT TO BE RE-USED TO THE GREATEST �09RE EXTENT POSSIBLE. IF REPLACEMENT DEEMED NECESSARY - 20AS COORDINATE WITH PROJECT MANAGER TO REPLACE WITH LIKE. 44014 Mo Eml 01 KEYNOTES SITE VISIT NOTES L01 EMERGENCY/EXIT LIGHTING SHALL BE CONNECTED TO LOCAL CIRCUIT ON UNSW ITCHED LEG. 1 BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING SWITCH STATION FOR SALES AREA.REFER TO CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF L02 2,3/EN-300.00. WORK,THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE.LATER CLAIMS FOR LABOR,EQUIPMENT OR I u MATERIALS REQUIRED,OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE,WILL NOT BE ALLOWED. 2. ALL EXISTING CIRCUITS TO REMAIN SHALL BE RECONNECTED WHETHER INDICATED OR NOT ON PROJECT DOCUMENTS. 3. NEW AND EXISTING CIRCUIT DESIGNATIONS MAY NOT REPRESENT ACTUAL FIELD f Y . CONDITIONS.THEY ARE INTENDED FOR REFERENCE ONLY. 4. COORDINATE WITH OTHER TRADES FOR ITEMS IN THEIR SCOPE OF WORK WHICH WOULD REQUIRE ELECTRICAL WORK (DISCONNECTION/RECONNECTION, ---------- ------ ETC)AND ARE INDICATED ON THE ELECTRICAL PLANS, LIGHTING GENERAL NOTES 461 FROM ROAD, PARAMUS, NJ 07652 T1973.253.9393 WWW.SARGARCH.COM 1. ALL FIXTURES TO BE INSTALLED IN ACOUSTIC CEILING TILE SHALL BE LOCATED AT THE CENTER OF 2'-0*X 4'-0"CEILING TILE UNLESS OTHERWISE NOTED. 2. ALL FINISHES AND PAINTING REQUIREMENTS SHALL BE DIRECTED TO THE FINISHES SCHEDULE,SPECIFICATIONS,AND INTERIOR ELEVATIONS. 3. CONTRACTOR TO USE LASER FOR LEVELING OF ALL SOFITS,CEILINGS AND SUSPENDED GRIDS.ELECTRICAL CONTRACTOR TO VERIFY IF SERVICE PROVIDED IS ADEQUATE IF NOT,NOTIFY ARCHITECT IMMEDIATELY 4. LIGHTING SUPPLIER AND CONTRACTORS MUST ENSURE THAT ALL LIGHTING CONTRACTOR NOTE: EXPOSED TO PLENUM ARE PLENUM RATED. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED 5. ALL EQUIPMENT SHALL BEAR U.L.LABELS. DIMENSIONS. DO NOT SCALE THE 6. TAPER ANY CEILING TILE EDGE THAT IS CUT TO FIT INTO THE CEILING GRID. DRAWINGS.THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE CONTRACT TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY CONSTRUCTION MANAGER FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ISSUE DATES i I i� ( /— OVERRIDE 1— — — — — — — — — —& — — — — T — — — —�] ' 91— d F— — — --— 117 — — — — — — — — — _ —�� — _ �I — ' t— _ MATC-I-INE kj�02 L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7', TYP EX1 A-42 L01 1 HATCHED AREA: 1w BT' ST' TYP UN EXISTING bi LIGHTING RELAMP OR /REPLACE A I/ IF APPLICABLE.//l' OS \ \ //// sclw sclw sclw w O L sclw scl sc1w L01 I TYP sc1w �c 1_w� lw 1w ,jw � EX1 .1clw sc,w Lo EMI BT ST i KEEP EXISTING CEILING/ RETAIN EXISTING sclw GENERALLIGHTING osllw 1 --__�-`__ 1w RESERVE Sol KIDS KIDS 23 sc, 22 1 I 22 2021/09/23 CLIENT REVIEW EMI EMI REV. DATE DESCRIPTION z #—"% BT ST scl wl I 1111k�Loi 07 EXI TYP VERIFY FINAL LOCATIONS OF WIFI COTTON ON GROUP sclw ALL DEVICES AND HATCHED AREA:/ OOWNER/AN THIS PLAN HATCHED AREA: WITH /RETAIN EXISTING I PRIOR TO ROUGH-IN.RCHITECT /LIGHTING RELAMP OR REPLACE IF APPLICABLE scl COTTOWON A-39 M sclw A-41 EMI '16� lw � �� �� Io E m Wk7\'�_ ,: a �� — I — — — __(�) scjw I __ __ 3 3 sscl scl 53 8 VUAS H I N TO N 1w sclw 1w SQUARE dL 1w stw 9585 SW WASHINGTON IF w sclw y ` SQUARE ROAD PORTLAND, OR 97223 SPACE #S11 WWW.COTTONON.COM LIGHTING PLAN 1/4"= V-0" CE' only ELECTRICAL i4e tjjjs permit LIGHTING PLAN !,\lot Part 01 SEAL&SIGNATURE DATE: 2021.09.27 NOTE: PRO PROJECT NO: Cot—Was—Por E DRAWN BY: JAH FIELD EVALUATION OF ALL ELECTRICAL AND MECHANICAL CHECKED BY: WER EQUIPMENT TO DETERMINE WORKING CONDITION IS REQUIRED. EXISTING EQUIPMENT TO BE RE-USED TO THE GREATEST DWG.NO: EXTENT POSSIBLE. IF REPLACEMENT DEEMED NECESSARY COORDINATE WITH PROJECT MANAGER TO REPLACE WITH LIKE. Eml 02 NOTE: KEYNOTES FIELD EVALUATION OF ALL ELECTRICAL AND MECHANICAL PROVIDE AND INSTALL J-BOX AND REQUIRED E03 DISCONNECT FOR SIGN/LIGHTBOX.COORDINATE EQUIPMENT TO DETERMINE WORKING CONDITION IS REQUIRED. EXACT LOCATION AND POWER REQUIREMENTS EXISTING EQUIPMENT TO BE RE-USED TO THE GREATEST EXTENT WITH SIGN INSTALLER PRIOR TO ROUGH-IN. POSSIBLE. IF REPLACEMENT DEEMED NECESSARY COORDINATE PROVIDE DUPLEX RECEPTACLE FOR GENERAL I u WITH PROJECT MANAGER TO REPLACE WITH LIKE. E05 USE.MOUNT RECEPTACLE AT V-6'A.F.F.TO CENTER. VERIFY FINAL LOCATIONS OF ALL DEVICES AND EQUIPMENT ON CEILING MOUNTED JUNCTION BOX FOR THIS PLAN WITH OWNER/ARCHITECT PRIOR TO ROUGH-IN. E08 SIGN/LIGHT BOX.COORDINATE EXACT LOCATION WITH SIGN INSTALLER PRIOR TO ROUGH-IN. CONTRACTOR TO PROVIDE AND ROUTE CONDUIT ELECTRICAL ROOMS LOCATED LOCATED ON 2ND FLOOR SCOPE NOTE: Ell AND CABLES FROM SERVER CONNECTION TO (E)LTG/HVAC CONTROL PANEL CASHWRAP AREA CONCEALED IN WALLS AND (E)LTG CONTACTOR PANEL CEILING(OUT OF SIGHT FROM CUSTOMERS). (E)PANEL C (E)LTG/HVAC CONTROL PANEL— (E)PANEL B ACCESS TO EXISTING FIELD CONDITIONS INCLUDING INCOMING ELECTRICAL SERVICE (E)PANEL DIP (E)LTG CONTACTOR PANEL (E)PANEL MOP WAS LIMITED DURING DESIGN PHASE.CONTRACTOR SHALL FIELD VERIFY EXISTING PROVIDE(3)314'CONDUIT FOR CASHWRAP 7 CIRCUITING INSTALLED UNDER THE SLAB.VERIFY 7—\\N,X, CONDITIONS PRIOR TO BEGINNING ROUGH-IN.IF AVAILABLE SERVICE IS LESS THAN L ISHOWN,CONTACT ARCHITECT AND ARCHITECT'S ENGINEER IMMEDIATELY. ALL SLAB CUTTING REQUIREMENTS WITH LANDLORD PRIOR TO COMMENCING WORK. (E)DATA (E)PANEL A CONTRACTOR SHALL IDENTIFY AND TAG ALL ELECTRICAL CIRCUITS AND EQUIPMENT TO E12 CONTRACTOR TO REPAIR FLOOR AS REQUIRED. (E) CABINET PRESERVE DURING DEMOLITION PHASE.CONTRACTOR SHALL FIELD COORDINATE NEW ROUTE CIRCUITING AS SHOWN ON PLANS WITH (E)XFMR C TELEPHONE (FLOOR) (E)XFMR A/B CIRCUITS WITH EXISTING CIRCUITS TO PROVIDE A COMPLETE FUNCTIONAL ELECTRICAL CONDUIT UP TO DECK AND BACK TO PANELBOARD 461 FROM ROAD, PARAMUS, NJ 07652 45 KVA BOARD SYSTEM THAT MEETS ALL NATIONAL AND LOCALLY ADOPTED CODES OR 112.5KVA AS REQUIRED.FIELD VERIFY CONDUIT STUB-UP IN ;FLOOR) L(E)TELEPHONE A-14 (ABOVE REQUIREMENTS. CASHWRAP PRIOR TO BID. T1973.253.9393 ■ WWW.SARGARCH.COM (E)DATA BOARDCEILING) PROVIDE MINIMUM(3)314"CONDUIT FOR CABINET(WALL) rElt_ CONTRACTOR SHALL KEEP ACCURATE AS-BUILT DRAWINGS OF ALL CHANGES AND CASHWRAP LOW VOLTAGE WIRING INSTALLED PROVIDE TO THE OWNER AND LANDLORD UPON COMPLETION OF PROJECT. UNDER THE SLAB AND UP THROUGH THE WALL TO L RM#1 (N)TIMECLOCK, THE DECK WITH PULL STRING FOR FUTURE USE. Flo (SERVES ELECTRICAO000TTON:ON) SILVER BULLET PANEL VERIFY ALL SLAB CUTTING REQUIREMENTS WITH &LIGHT CONTACTORS E13 LANDLORD PROM TO COMMENCING WORK. ELECTRICAL ROOM#2 TO TO REPAIR FLOOR AS REQUIRED. (SERVES COTT0N:ON KIDS) FIELD VERIFY CONDUIT STUB-UP IN CASHWRAP AND COORDINATE WITH LOW VOLTAGE ELECTRICAL ROOMS CONTRACTOR FOR THE CORRECT CONDUIT CONTRACTOR NOTE: N.T.S. SIZING PRIOR TO COMMENCEMENT OF WORK WRITTEN DIMENSIONS HOLD PROVIDE 1"CONDUIT TO ABOVE CEILING AND JUNCTION BOX AT BOTTOM END OF CONDUIT FOR PREFERENCE OVER SCALED E14 SPEAKER SYSTEM.VERIFY ALL REQUIREMENTS DIMENSIONS. DO NOT SCALE THE AND COORDINATE ROUGH-IN LOCATION WITH DRAWINGS.THE CONTRACTORS SPEAKER VENDOR PRIOR TO BID. MUST VISIT JOB SITE TO VERIFY VERIFY SCOPE OF WORK FOR DATA SERVER PRIOR TO BID,INCLUDING NUMBER OF DATA ALL EXISTING CONDITIONS AND E15 OUTLETS.VERIFY FINAL LOCATION OF ALL DATA DIMENSIONS BEFORE SUBMITTING OUTLETS AND RECEPTACLES WITHIN BOX WITH BIDS.REPORT ANY c D OWNER PRIOR TO BID. DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE CONTRACT TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS NEED TO BE I J I I L� IiLl I APPROVED BY CONSTRUCTION Iff MANAGER FOR ARISING FROM THE FIEF DI CONDITIONS OR CONFLICTS BETWEEN THE PLANS TYP AND THE EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF i I ( I WORK. B-58 (D (D G ISSUE DATES FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH WOMENS 15 7— ` - I f I E08 WOMENS 16 A-7 B-56 PART 2/2 ( �� (D 0 G G FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH F/ROOMS 21 VERIFY FINAL LOCATIONS OF ALL DEVICES AND EQUIPMENT ON THIS PLAN WITH OWNER/ARCHITECT PRIOR TO ROUGH-IN. 2021/09/23 CLIENT REVIEW B 54 +50"A.F.F.TO BE DIRECTLY CEILING E03 BELOW TABLET HOLDERS CEILING MOUNTED REV. DATE DESCRIPTION B_50 14-D MOUNTED BODY DATA +51' kF-� DATA 18 COTTON ON GROUP CE01 IF �Ell A-11 E 15 B-52 �CC77 C7 XISTNG COTTO ON FLUSH FLUSH FLUSH FLUSH FLUSH WASHINGTON DWELL SQUARE 19 9585 SW WASHINGTON /mw w 4 co /I- w SQUARE ROAD / . 0 MENS /_j 'w 0 BODY COUNTER 4 PART 1/2 COORDINATE DEVICE LOCATIONS 17 PORTLAND OR 97223 jf m < CE-0 8- AND MOUNTING WITH MILLWORK tr D I I A-7 0 Imr 18 20 AND ARCHTIECT SPACE #S1 1 0 /Zz 11 1 11 1 z! lip! //0 0 1' i ) 39 (D p FLUSH FLUSH PART 1/2 FLUSH FLUSH FLUSH IIII WWW.COTTONON.COM B-321; 31 B_34 -29 B_33 B-30 ELECTRICAL 191 POWER PLAN - - _ - 1 - - - - - - - - - - - - - - - - - - - - - -IF- - - - - - - - - - - - -q MATC i _INE/ t/ 7 1- - - - - - - - - - - - - -- - - - - - - - - - - - - - A-40 - - - - - - deference Not part of thiy SEAL&SIGNATURE DATE 2021,09.27 s r)ermit PROJECT NO: Cot-Was-Por G1 e DRAWN BY: JAH I 3W CHECKED BY. WER Ib E201 POWER PLAN (COTT) OREGON DWG.NO: 1/4"= V-0" 20-IS N MO E=201 EXPMMES: llll� w Aw NOTE: KEYNOTES z FIELD EVALUATION OF ALL ELECTRICAL AND MECHANICAL PROVIDE AND INSTALL J-BOX AND REQUIREDDISCONNECT FOR SIGN/LIGHTBOX.COORDINATE EXACT I U EQUIPMENT TO DETERMINE WORKING CONDITION IS REQUIRED. E03 LOCATION AND POWER REQUIREMENTS WITH SIGN EXISTING EQUIPMENT TO BE RE-USED TO THE GREATEST EXTENT INSTALLER PRIOR TO ROUGH-IN. POSSIBLE. IF REPLACEMENT DEEMED NECESSARY COORDINATE PROVIDE(3)3/4"CONDUIT FOR CASHWRAP CIRCUITING WITH PROJECT MANAGER TO REPLACE WITH LIKE. INSTALLED UNDER THE SLAB.VERIFY ALL SLAB CUTTING REQUIREMENTS WITH LANDLORD PRIOR TO COMMENCING WORK.CONTRACTOR TO REPAIR FLOOR E12 AS REQUIRED.ROUTE CIRCUITING AS SHOWN ON PLANS WITH CONDUIT UP TO DECK AND BACK TO PANELBOARD AS REQUIRED.FIELD VERIFY CONDUIT STUB-UP IN CASHWRAP PRIOR TO BID. PROVIDE MINIMUM(3)3/4"CONDUIT FOR CASHWRAP LOW VOLTAGE WIRING INSTALLED UNDER THE SLAB AND UP THROUGH THE WALL TO THE DECK WITH PULL SCOPE NOTE: STRING FOR FUTURE USE.VERIFY ALL SLAB CUTTING ACCESS TO EXISTING FIELD CONDITIONS INCLUDING INCOMING ELECTRICAL SERVICE E13 REQUIREMENTS WITH LANDLORD PROIR TOCOMMENCING WORK.CONTRACTOR TO REPAIR FLOOR 461 FROM ROAD, PARAMOS, NJ 07652 WAS LIMITED DURING DESIGN PHASE.CONTRACTOR SHALL FIELD VERIFY EXISTING AS REQUIRED.FIELD VERIFY CONDUIT STUB-UP IN 71973.253.9393 a WWW.SARGARCH.COM CONDITIONS PRIOR TO BEGINNING ROUGH-IN.IF AVAILABLE SERVICE IS LESS THAN CASHWRAP AND COORDINATE WITH LOW VOLTAGE SHOWN,CONTACT ARCHITECT AND ARCHITECT'S ENGINEER IMMEDIATELY. CONTRACTOR FOR THE CORRECT CONDUIT SIZING PRIOR TO COMMENCEMENT OF WORK CONTRACTOR SHALL IDENTIFY AND TAG ALL ELECTRICAL CIRCUITS AND EQUIPMENT TO PRESERVE DURING DEMOLITION PHASE.CONTRACTOR SHALL FIELD COORDINATE NEW CIRCUITS WITH EXISTING CIRCUITS TO PROVIDE A COMPLETE FUNCTIONAL ELECTRICAL SYSTEM THAT MEETS ALL NATIONAL AND LOCALLY ADOPTED CODES OR REQUIREMENTS. CONTRACTOR SHALL KEEP ACCURATE AS-BUILT DRAWINGS OF ALL CHANGES AND PROVIDE TO THE OWNER AND LANDLORD UPON COMPLETION OF PROJECT. CONTRACTOR NOTE: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS.THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY CONSTRUCTION MANAGER FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ISSUE DATES H G F E _ _ _ _ _ _ _ _ _ _ _ _ � - - - - - - - - - - - - - - - - -Fr- - - - -�l_ _ _ _ - - w '91- - 4 - - - - - - - - - - - - - -I - - - I I J- --'_ _ _ _ _ _I MATC i -INE 4- - — — — — — — — — — — — — — — — — — — — — - — — - — — — — — — — — — — — — — — ILI— — — — — — — — — - A-4 CONVEYOR BELT AREA L (NO THRU ACCESS). R FITTING ROOMS _T 24 1 5= cl 9 r I i ( 2021/09/23 CLIENT REVIEW C-41 REV. DATE DESCRIPTION VERIFY FINAL LOCATIONS OF ALL DEVICES AND EQUIPMENT ON THIS PLAN WITH OWNER/ARCHITECT PRIOR TO ROUGH-IN. COTTON ON GROUP ELEVATOR I (1st FLOOR) CEILING KIDS MOUNTED 22 CEILING DATA MOUNTED EO COTTOWON DATA RESERVE 1 23 COORDINAE DEVICE LOCATIONS WASHINGTON AND MOUN ING WITH MILLWORK AND ARCHTIECT SQUARE �' _ _ 1 _91 IF] ci 39: _ _ _ _ _ _ _ _ _ � _ _ cl- 20 Lv 9585 SW WASHINGTON C_ i� ti!:�/,"', �C� E13 1� E12 SQUARE ROAD PORTLAND, OR 97223 SPACE #Sl 1 IIF WWW.COTTONON.COM ELECTRICAL POWER PLAN SEAL&SIGNATURE DATE: 2021.09.27 POWER PLAN �rrnce oniv PROJECT NO: Cot-Was-Por 1/4"= V-0" 0 DRAWN BY: JAH Not part of this Permit CHECKED BY: WER ORR E DWG.NO: - ��� 20AS Nm E-202 Iu CONTACTOR"Cl" (KIDS) STOREFRONT , I A-40 BLADE SIGN (KIDS) STOREFRONT ,, A-38 SIGN DIMMER DIMMER b' DIMMER b' DIMMER'd' DIMMER'e' DIMMER STOREFRONT, A-9 BLADE SIGN ) m STOREFRONT A-11 461 FROM ROAD, PARAMUS, NJ 07652 SIGN T1973.253.9393 m WWW.SARGARCH.COM DRESS ROOM , I A-7 LIGHTBOX ' ENTRY CAN SALES FLOOR SALES FLOOR SALES FLOOR CASHWRAP FITTING ROOM SPARE TIME CLOCK'TC1' COORDINATE PROGRAMMING WITH LIGHTS LIGHTS LIGHTS LIGHTS LIGHTS LIGHTS LANDLORD AND OWNER TO PANEL LP NEUTRAL C1 A-14 TO PANEL LP NEUTRAL T OVERRIDE SW1TCH'T1' SWITCH'm' SWITCH'T1' CONTRACTOR NOTE: OVERRIDE SWITCH T2' DIMMER'S' DIMMER h' DIMMER'I- WRITTEN DIMENSIONS HOLD INSTALL TIMER OVERRIDES PER (D Cp PREFERENCE OVER SCALED MANUFACTURER'S INSTRUCTIONS CONTACTOR"C2" A-14 DIMENSIONS. DO NOT SCALE THE DRAWINGS.THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND TO PANEL LP NEUTRAL m A-14 DIMENSIONS BEFORE SUBMITTING ENTRY tBIDS. REPORT ANY SALES TRACK CAN LIGHTS (D A-25 a DISCREPANCIES OF ANY LIGHTS T-1 A-12 SALES FLOOR FITTING ROOM CORRIDOR RESERVE SALES TRACK TIMEROVERRIDE CONDITIONS WHICH MAY LIGHTS �b LIGHTS LIGHTS LIGHTS LIGHTS INTERFERE WITH THE PROPER c SALES TRACK SALES FLOOR EXECUTION OF THE CONTRACT TO A-31 C UTILIZE EXISTING CIRCUIT LIGHTS T-2 LIGHTS FEEDING THIS AREA THE TENANT'S REPRESENTATIVE. SALES FLOOR S4 d-�' NOTE: REPORT DISCREPANCIES DURING SALES TRACK A-33 LIGHTS ; BIDDING PROCESS AND BEFORE LIGHTS T-3 FURNISH AND INSTALL LUTRON NOVA SERIES 0-10V ELECTRONIC LOW VOLTAGE OR LED DIMMERS FOR EACH SPACE SHOWN ON PLANS. CASHWRAP PENDANTS �t e A-8 PROVIDE LUTRON POWER PACK MODULES AS REQUIRED FOR DIMMER FUNCTION WITH ON/OFF CONTROL. START OF CONSTRUCTION. SALES TRACK REFERENCE AND WIRE PER MANUFACTURER'S SPECIFIC WIRING SCHEMATIC. CHANGE ORDERS NEED TO BE LIGHTS T-4 A-35 FITTING ROOM DIMMERS ARE TO BE COMPATIBLE WITH OWNER'S FIXTURE SELECTION.CONTRACTOR IS TO VERIFY BALLAST OR DRIVER COMPATIBILITY PRIOR TO APPROVED BY CONSTRUCTION LIGHTS f ORDERING. MANAGER FOR ISSUES ARISING FITTING ROOM A40 SALES TRACK , A-37 LIGHTS 9 DIMMER SWITCHES ARE TO BE INSTALLED IN GANGABLE OUTLET BOXES IN NUMBERS REQUIRED AND PROVIDE FACTORY MULTI GANG STAINLESS STEEL FROM THE FIELD CONDITIONS OR LIGHTS T-5 ' SWITCH COVER FOR DIMMER MODULES. CONFLICTS BETWEEN THE PLANS RESERVE t tSWITCHES ARE TO BE INSTALLED IN GANGABLE OUTLET BOXES IN NUMBERS REQUIRED.PROVIDE MULTI-GANG STAINLESS STEEL SWITCH PLATE FOR AND THE EXISTING CONDITIONS LIGHTS h A-42 TOGGLE SWITCHES AND TIMER. SALES TRACK , A-39 COORIDOR PRIOR TO THE COMMENCEMENT OF LIGHTS T-6 LIGHTS t J ALL SWITCH PLATES ARE TO BE FACTORY ENGRAVED USING A CONTRASTING COLOR FROM THE PLATE MATERIAL AND SHALL SPECIFY WHICH SPACE IS WORK. LOCAL WALL J PROVIDE INTERMATIC TIMECLOCK"ET90815CFr' CONTROLLED BY WHICH DIMMER OR SWITCH.REFERENCE EXAMPLE SHOWN ABOVE.MODIFY AS REQUIRED FOR THE SPECIFIC INSTALLATION. SALES TRACK , SWITCHES REF. SPARE SERIES OR APPROVED EQUIVALENT WITH LIGHTS T-7 A-41 3/E-300 I ASTRONOMICAL TIME SWITCH AND BATTERY VERIFY LABELING WITH OWNER AND ARCHITECT PRIOR TO ORDERING. BACKUP.PROVIDE ANY NECESSARY VERIFY COLOR SELECTION WITH ARCHITECT.REFERENCE LIGHTING PLAN FOR SWITCH LOCATIONS AND GENERAL LIGHTING CONTROL REQUIREMENTS. ACCESSORIES FOR REMOTE OVERRIDE ISSUE DATES CAPABILITIES AS REQUIRED.COORDINATE TIMER SETTINGS AND PROGRAMMING WITH OWNER.PROVIDE CONTACTORS FOR TIMER SWITCH BANK DIAGRAM LIGHTING CONTROL DIAGRAM CONTROL OF ZONES WITH MULTIPLE LIGHTING N.T.S CIRCUITS. N.T.S �T SILVER BULLET PANEL GENERAL NOTES FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC.CONTRACTOR SHALL VISIT THE TRACK NO. CIRCUIT NO. BREAKER SIZESITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT 1. CHECK AND TIGHTEN ALL EXISTING CONNECTIONS EXISTING FIELD CONDITIONS.CONTRACT SHALL INCLUDE ALL LABOR T-1 A-25 13 A IN PANELBOARDS,ESPECIALLY ON ANY ALUMINUM AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO T-2 A-31 10A CONDUCTORS EXISTING CONDITIONS. T-3 A-33 10 2. PROVIDE ALL REQUIRED LABOR AND MATERIALS T-4 A-35 13 A FOR A TEMPORARY CONSTRUCTION SERVICE AS THE CONTRACTOR SHALL CONTACT THE ARCHITECT,ENGINEER OR REQUIRED. OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND T-5 A-37 I 13 A 3. ENSURE ALL PANIELBOARDS HAVE REQUIRED CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS T-6 A-39 IDA VOLTAGE WARNING LABELS AND ARC FLASH TO MEET THE DESIGN INTENT.CLARIFICATIONS MADE BY THE T-7 A-41 10A WARNING LABELS.INSTALL NEW LABEL IF EXISTING ARCHITECT,ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND LABEL IS DAMAGED OR MISSING FOR ALL SHALL BE IMPLEMENTED AT CONTRACTOR'S COST. PANELBOARDS. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF ------------------------------1 LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH 2021/09/23 CLIENT REVIEW GOVERNING CODES,THE PLANS AND SPECIFICATIONS NOT EXISTING WITHSTANDING.THE CONTRACTOR SHALL ALERT ARCHITECT, REV. DATE DESCRIPTION 112.5KVA TRANSFORMERENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN MOUNTED ABOVE CEILING GOVERNING CODES AND DESIGN INTENT. 277/480V,3PH DELTA PRI. 120/208V,3PH,4W WYE SEC. COTTON ON GROUP ------ PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING, CONTRACTOR SHALL CHECK NAMEPLATE DATA OF ALL HN.A.C. LEASE LINE EQUIPMENT, WATER HEATERS, AND OTHER EQUIPMENT,IN ORDER TO OBTAIN CORRECT WIRE SIZES,VOLTAGES,AND OVERCURRENT r--------- j i I I PROTECTION.ADEQUATE SERVICE CAPACITY MUST BE PROVIDED. SUBJECT TO ELECTRICAL INSPECTION. ELEC ELEC ELEC LANDLORD COTTOWON ROOM#2 ROOM#1 Room#1 SPACE TENANT SUB-METER ACUITY MODEL NO.T24M-489UL-8A1-2A1-8A1_SM COORDINATE ALL REQUIREMENTS WITH LOCAL ELECTRICAL UTILITY E.C.SHALL PROVIDE THE NECESSARY F PRIOR TO BID. PROVIDE ALL MATERIAL AND LABOR NECESSARY TO COMPLY WITH LOCAL REQUIREMENTS. (E)24 HR/7 DAYTIME NOTE:CURRENT LIMITING BREAKERS AS _iFb L CLOCK.REF LIGHTING SCHEDULED. ROUTE TRACK LIGHTING CIRCUITS SILVER CONTROL DIAGRAM THROUGH CURRENT LIMITING BREAKER PRIOR TO BULLET EXISTING LANDING ON BRANCH CIRCUIT BREAKER. PANEL F L VERIFY DIMENSIONS OF ALL NEW EQUIPMENT TO BE INSTALLED IN WASHINGTON 45KVA TRANSFORMER 1_1 1(�1 EXISTING AREAS PRIOR TO ORDERING. COORDINATE FAULT CURRENT FLOOR MOUNTED EXISTING I EXISTING TIC EXISTING EXISTING EXISTING EXISTING TENANT RATINGS WITH EXISTING EQUIPMENT AND UTILITY INFORMATION. 277/48OV,3PH DELTA PRI. I I (E)24 HR[7 DAYTIME METER 120/208V,3PH,4W WYE SEC. PANEL I PANEL LCI PANEL PANEL PANEL PANEL SQUARE I DP. I C. CLOCK.REF LIGHTING r 'A" I "B" 'B' "MDP" LC2H CONTROL DIAGRAM LC2, ' REUSE OF EXISTING SERVICE,METERING,PANELBOARDS, L 1-71. TRANSFORMERS,CONDUIT,WIRE,ETC.IS SUBJECT TO BUILDING DEPT. LC3H S7LC3J .... L---- L----I I I I AND LANDLORD APPROVAL.VERIFY IF ALLOWED TO REUSE,AND IF ANY WORK IS REQUIRED WITH THE BUILDING DEPT.AND CURRENT TENANT 9585 SW WASHINGTON r-------- OWNER PRIOR TO BID. ANY WORK OUTSIDE OF TENANT'S SPACE SHALL -'-I FLOOR BE BY A LANDLORD APPROVED ELECTRICAL CONTRACTOR AT THE SQUARE ROAD TENANT'S EXPENSE. TO LANDLORD PORTLAND, OR 97223 EXISTING,FIELD VERIFY ---------- POWER DISTRIBUTION SPACE #S1 1 GROUNDING NEW,FIELD INSTALLED PER NEC TONE-LINE DIAGRAM WWW.COTTONON.COM N.T.S ELECTRICAL DETAILS & ONE-LINE SCOPE NOTE: ACCESS TO EXISTING FIELD CONDITIONS INCLUDING INCOMING ELECTRICAL SERVICE WAS NOTE: LIMITED DURING DESIGN PHASE.CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING ROUGH-IN.IF AVAILABLE SERVICE IS LESS THAN SHOWN,CONTACT ARCHITECT AND ARCHITECT'S ENGINEER IMMEDIATELY. FIELD EVALUATION OF ALL ELECTRICAL AND MECHANICAL SEAL&SIGNATURE DATE: 2021.09.27 CONTRACTOR SHALL IDENTIFY AND TAG ALL ELECTRICAL CIRCUITS AND EQUIPMENT TO EQUIPMENT TO DETERMINE WORKING CONDITION IS PRESERVE DURING DEMOLITION PHASE.CONTRACTOR SHALL FIELD COORDINATE NEW REQUIRED. EXISTING EQUIPMENT TO BE RE-USED TO THE PROJECT NO: Cot—Was—Por CIRCUITS WITH EXISTING CIRCUITS TO PROVIDE A COMPLETE FUNCTIONAL ELECTRICAL GREATEST EXTENT POSSIBLE. IF REPLACEMENT DEEMED °PR°fEa DRAWN BY: JAH SYSTEM THAT MEETS ALL NATIONAL AND LOCALLY ADOPTED CODES OR REQUIREMENTS. NECESSARY COORDINATE WITH PROJECT MANAGER TO 01 e CONTRACTOR SHALL KEEP ACCURATE AS-BUILT DRAWINGS OF ALL CHANGES AND PROVIDE REPLACE WITH LIKE. s CHECKED BY: WER TO THE OWNER AND LANDLORD UPON COMPLETION OF PROJECT. ME b DWG.NO: Reference only Not part of this permitoly m E=301 EXPMS: GENERAL PANELBOARD NOTES PANELBOARD NOTES (A) PLUG UNUSED OPENINGS WITH BLANK FILLERS. 1. TERMINATE GROUND ON ISOLATED GROUND BUS. (B) VERIFY FINAL USE OF EACH CIRCUIT AND INSTALL A NEW TYPED DIRECTORY IN EACH EXISTING PANELBOARD. FURNISH COPIES OF FINAL PANELBOARD SCHEDULES TO 2. PROVIDE LOCKING DEVICE(LOCK-OFF FOR MAINTENANCE) ENGINEER UPON COMPLETION OF PROJECT. 3. PROVIDE LOCKING DEVICE(LOCK-ON FOR CRITICAL LOAD) I U (C) ELECTRICAL CONTRACTOR SHALL PROVIDE HANDLE TIES ON ALL MULTIWIRE BRANCH CIRCUITS TO MEET THE REQUIREMENTS OF NEC 210.4(B) 4. GFI BREAKER FOR PERSONNEL PROTECTION(5 mA). 5. GFI BREAKER FOR EQUIPMENT PROTECTION(30 mA). 6. CONDUCTOR SIZE HAS BEEN INCREASED FOR VOLTAGE DROP. SIZE EQUIPMENT GROUNDING CONDUCTOR PROPORTIONALLY PER NEC 7. CONTROLLED VIA TIMECLOCK AND PHOTOCELL DP PANELBOARD 4801277 Wye,3PH,4W MPD PANELBOARD 480/277 Wye,3PH,4W 8. PROVIDE SHUNT TRIP BREAKER. 225 A, 600 A, 9. COORDINATE WITH EXISTING EQUIPMENT FOR PANELBOARD FAULT CURRENT RATING. Milo mcb EXISTING Surface EXISTING Surface 10. REFERENCE ONE-LINE DIAGRAM FOR WIRE SIZE. SERVES: TENANT SERVES: TENANT 11. ROUTE CIRCUIT THROUGH CONTACTOR/TIME CLOCK. 461 FROM ROAD, PARAMUS, NJ 07652 LOCATION: LOCATION: 71973.253.9393 - WWW.SARGARCH.COM ELECTRICAL ROOM#2 ELECTRICAL ROOM#1 12. EXISTING CIRCUIT TO REMAIN. DESCRIPTION WIRE BRKR PL A 8 C IPL BRKR WIRE DESCRIPTION DESCRIPTION WIRE BRKR PL A a C PL BRKR WIRE DESCRIPTION 13. ROUTE CIRCUIT THROUGH CURRENT LIMITING BREAKER IN SILVER BULLET PANEL I I I I PRIOR TO LANDING ON BRANCH CIRCUIT BREAKER.REFER TO 1/E301. 1 (E)ahu-I(kids) 10 35A 3 7.76 1 8.52 3 70 A 4 (E)45kva xfmr(panel c) 2 1 space 0.00 0.00 space 2 3 - - 7.76 1 8.42 - 4 3 space 0.00 0.00 space 4 5 - - - - 6 5 space Ispace 6 1 A 1 _3 3.33 1 0.36 1 20A - existing circuit 8 7 (E)conveyor 30 A 3 6.65 3.33 3 (E)exhaust fan upstairs 8 7 if-1 exhaust fan 15- 1 7.76 9.98 1 0.00 1 0.00 15 A 9 __ - 1 101 9 1- 1 -_ - I - 1- 10 CONTRACTOR NOTE: 3.33 1 0.36 1 1 20 A - existing circuit - 6.65 3.33 1 VOLTAGE DROP WRITTEN DIMENSIONS HOLD 1 3.33 0.36 1 1 20 A - existing circuit 121 11 1- 1 -_ I '_ 1 6.65 1 3.33 - 121 1 13 meter 15 A 1 3 0.01 1 0.36 1 1 20 A - existing circuit 141 13 1(E)panelboard dp 3 1 100 A 1 3 20.34 1 6.65 330 A (E)elevator 14 1 Circuit Voltage PREFERENCE OVER SCALED 1151- 1 - I I - 1 0.01 1 0.36 1 1 20 A - existing circuit 161 151- - I I - 20.24 1 6.65 - I - 1— 161 Panel Number Load Name Drop DIMENSIONS. DO NOT SCALE THE 1171- 1 - I I - 1 0.01 1 0.36 1 1 20 A - existing circuit 181 171- - I I - 1 21.80 1 6.65 - I - I_ 18 1 DRAWINGS.THE CONTRACTORS TOTAL CONNECTED 1 20.34 20.24 21.80 KVA 19 space - 0.00 1 0.00 - space 20 1 A MUST VISIT JOB SITE TO VERIFY TOTALCONNECTED1 73.49 73.07 78.76 1 AMPS 121 Ispace - 0,00 1 0.00 - I space 122 1 A 7 FITTING/CASHWRAP LIGHT BOX 2.62% ALL EXISTING CONDITIONS AND TOTALLOADI 62.38 KVA 75.03 JAMPS 123 1 space - 0.00 1 0.00 - 1 1 1 space 124 JA 8 CASHWARP PENDANTS �0.24% DIMENSIONS BEFORE SUBMITTING PER NEC ARTICLE 220 FEEDER LOADI 62.38 KVA 75.03 JAMPS 25 1 space I - I I O.Do 1 0.00 - I I I space 126 1 JA 9 BLADE SIGN (11) 12.81% 1 BIDS. REPORT ANY 27 space 0.00 1 0.00 1 1 space 1 28 1 JA 10 FITTING ROOM 10.64% 1 DISCREPANCIES OF ANY 29 space 10.00 1 0.00 -- I I space 1301 CONDITIONS WHICH MAY 131 1(E)ahu-1 I 10 1 35A 1 3 1 7.76 1 3.33 I 1 3 1 15A (E)exhaust fan upstairs 1 32 1 JA 11 1 STORE FRONT SIGN (6,11) 12.60% 1 INTERFERE WITH THE PROPER 1337.76 1 3.33 1 - - 1 34 1 JA 12 ENTRY LIGHTING 10.61% 1 EXECUTION OF THE CONTRACT TO 1351-- 1 1 - I - 1 1 7.76 1 3.33 1 - - 1 36 1 JA 14LIGHTING TIME CLOCK 0.13% THE TENANTS REPRESENTATIVE. 120/208 Wye,3PH,4W 137 1(E)ahu-2 1 10 1 35 A 3 1 7.76 7.76 1 3 35 A 10 (E)ahu-3 1 38 1 1 1 REPORT DISCREPANCIES DURING C PANELBOARD 150 A, 139 1 - I - 1 - 1 7.76 1 716 1 - - 1 40 1 JA 125 1T-1 TRACK LTG CURRENT LIM (1 3) 12.99% 1 BIDDING PROCESS AND BEFORE mcb 141 �- I - I - I - 1 1 7,76 1 7.76 1 - I - 1 42 1 JA 131 1T-2 TRACK LTG CURRENT LIM (13) 12.66% 1 START OF CONSTRUCTION. EXISTING Surface 143 I(E)112.5 xfmr(panelboard a&b) 1 2/0 1 175 A 1 3 1 35.10 1 0.00 1 - I - I Idedicated space 1 44 1 A 133 IT-3 TRACK LTG CURRENT LIM (13) 12.63% 1 CHANGE ORDERS NEED TO BE SERVES: TENANT 1 45 1- 1 - I - I - 1 130.78 1 0.00 1 - I - I Idedicated space 46 1 A 135 IT-4 TRACK LTG CURNT LIM (6,13) 12.05% 1 APPROVED BY CONSTRUCTION LOCATION: 1 47 1- 1 -- I -- I - 1 22.24 1 0.00 1 - I - Idedicated space 481 MANAGER FOR ISSUES ARISING ELECTRICAL ROOM#2 TOTAL CONNECTED 1 98.68 94.26 87.28 1 KVA A 137 IT-5 TRACK LTG CURNT LIM (6,13) 12.73% 1 FROM THE FIELD CONDITIONS OR TOTAL CONNECTED( 360.13 344.19 315-07 AMPS A 138 1 KIDS STORE FRONT SIGN (6,11) 12.40% 1 CONFLICTS BETWEEN THE PLANS DESCRIPTION WIRE BRKR PL A B C PL BRKR WIRE DESCRIPTION TOTAL LOAD 280.22 KVA 337,05 AMPS A139 IT-6 TRACK LTG CURRENT LIM (13) 1.43% 1 AND THE EXISTING CONDITIONS PER NEC ARTICLE 220 FEEDER LOADI 280.37 KVA 337.23 AMPS 1 (E)sales lighting 20 A 1 1.00 1 1.00 1 20A - (E)sales lighting 2 A 140 1 KIDS BLADE SIGN (11) PRIOR TO THE COMMENCEMENT OF 1.82% 1 WORK. 3 (E)sales lighting 20 A 1 1.00 1 1.00 I 20A - (E)sales lighting 4 A 141 1 T-7 TRACK LTG CURRENT LIM(13) 11.47% 1 5 (E)sales lighting 20A 1 1.00 1 1.00 1 20A - (E)sales lighting 6 A 142 1 KIDS RESERVE LIGHTING 10.540/6 1 7 existing circuit 20 A 1 0.36 0.00 1 1 20 A - spare 8 C 9 PLAY AREA TV 12 20 A 1 0.18 1 0.36 1 20 A - (E)sign 10 Ill (E)recept/tv - 20 A I 1 0.36 1 0.36 1 1 20 A - (E)sales em/night light 12 120/208 Wye,3PH,4W C 9 PLAY AREA TV 10.52% ISSUE DATES 113 spare - 20 A 1 1 0.00 0.36 1 20A - (E)storefront recepts 14 A PANELBOARD 200 A, C 18 KIDS CASHWRAP POS 10.72% 115 spare - 20 A 1 0.00 0.36 1 20A - (E)sales receptacles 16 meb C 20 KIDS CASHWRAP POS 0.74% 117 (E)sensomatic - 20A 1 0.36 1 0.36 1 1 20 A 12 KIDS CASHWRAP POS 18 EXISTING Surface 1 119 (E)sales receptacles 1 20 A 1 0.36 0.36 1 1 C 22 (KIDS CASHWRAP RCPTS 0.75°I°20A 12 KIDS CASHWRAP POS 20 SERVES: TENANT 1 121 (E)sales receptacles 20 A 1 0.36 1 0.36 1 1 1 1 20A 12 KIDS CASHWRAP RCPTS 22 LOCATION: C 139 1 UNDER COUNTER REFRIDGE(6) 1.96% 123 (E)sales receptacles 20 A 1 1 1 0.36 1 0.54 1 1 1 20A - (E)subwoofers(ig) 24 ELECTRICAL ROOM#1 C 141 1 RESERVE RECEPTS 11.43% 25 (E)sales receptacles 20 A 1 0.36 1 0.54 1 1 20A - (E)subwoofers(ig) 26 27 (E)security receptacles 20 A 1 0.36 1 0.18 1 20 A - (E)sound system(ig) 28 DESCRIPTION WIRE BRKR PLA a C PL BRKR WIRE DESCRIPTION DIP 129 (E)hvac service light 20A 1 1 I 0.36 1 0.36 1 1 1 20 A - (E)ltg/hvac panel(ig) 30 1 1 1 DIP 1,3,5 (E)ahu-1 (kids) 12.37% 131 (E)non-sales receptacles - 1 20 A 1 1 0.36 1 0.18 1 1 20 A - (E)phone board(ig) 32 1 1 (E)sales fighting 20 A 1 1.00 1 1.00 1 1 20 A - (E)sales lighting 2 �DP 12,4,6 (E)45kva xfmr(panel c) 10.399% 1 33 (E)refrigerator - 1 20 A 1 1 0.36 1 0.18 1 1 20 A - (E)sound system{ig) 34 1 3 (E)sales lighting 20 A 1 1.00 1 1.00 1 20 A - (E)sales lighting 4 MPD 135 (E)microwave - 20 A 1 1 I 1.20 1 0.36 1 1 20 A - (E)computer receptacle 36 1 5 (E)sales lighting 20 A I 1 1.00 1 1.00 1 20 A - (E)sales fighting 6 1 MPD 13,15,17 (E)panelboard dp 2.03% 137 (E)non-sales lighting - 20 A 1 1.00 1 2.64 3 30 A - (E)steamer 38 1 7 FITTING/CASHWRAP LIGHT BOX 12 120 A 1 0.80 1 0.11 1 1 1 20 A 12 CASHWARP PENDANTS 8 1 39 UNDER COUNTER REFRIDGE(6) 10 20 A I1.08 1 2.64 - - - 40 1 9 BLADE SIGN(111) 12 1 20 A 1 1 0.54 1 0.18 1 1 20 A 12 FITTING ROOM 101 MPD 31,33,35 (E)ahu-1 1.83% 41 RESERVE RECEPTS 12 20 A 1 0.72 1 2.64 42 1 11 STORE FRONT SIGN(6,111) 8 20 A 1 - 1 1.50 1 0.13 1 1 20 A 12 ENTRY LIGHTING 121 MPD 37,39,41 (E) ahu-2 1.85% TOTAL CONNECTED 8.52 8.42 9.98 KVA 1 13 (E)sales stock lighting 20 A 1 1.00 1 0.35 1 1 20 A 12 LIGHTING TIME CLOCK 14 MPD 38,40,42 (E)ahu-3 1.88% TOTAL CONNECTED 71.13 70.17 83.29 AMPS 1 15 (E)sales stock lighting 20 A 1 1.00 1 1.00 1 1 20 A - (E)sales lighting 116 TOTAL LOAD 26.92 KVA 74.72 AMPS 17 (E)sales stock lighting 20A 1 1.00 0.00 1 20 A - (E)future lighting 18 MPD 43,45,47 (E) 112.5 xfmr(panelboard a&b) 1.12% PER NEC ARTICLE 220 FEEDER LOAD I 26.92 KVA 74.72 AMPS 1 19 (E)sales stock lighting 20 A 1 1.00 1 1.00 1 20 A - (E)sales stock lighting 20 XFMR A/B 121 (E)sign front and rear 20A 1 0.36 1 1.00 1 20 A - (E)sales stock lighting 22 XFMR A/B 1 1 JXA 1.98% 123 (E)storefront lighting 20 A 1 0.36 1 1.00 1 20 A - (E)sales stock lighting 1 24 1 25 T-1 TRACK LTG CURRENT LIM(13)1 12 20 A 1 1.20 1 1.00 1 20 A - (E)sales stock lighting 126 1 XFMR A/B 2 XB 2.2 27 (E)sales em I night light 20 A 1 0.36 1 0.36 1 20 A - (E)non-sales lighting 28 1 XFMR C 29 (E)sales em/night light 20A 1 0.36 1 0.36 1 20 A (E)non-sales lighting 130 1 1 XFMR C 11 jXC 11.940% 131 T-2 TRACK LTG CURRENT LIM(13)1 12 20A 1 1.08 1 2.64 3 30 A (E)steamer 32 1 133 T-3 TRACK LTG CURRENT LIM(13)1 12 20A 1 I 1.08 1 2.64 - - 341 135 T-4 TRACK LTG CURNT LIM(6,13) 10 20A 1 1.26 2.64 - -- 36 137 T-5 TRACK LTG CURNT LIM(6,13) ' 10 20 A 1 1.17 1.50 1 20 A 10 KIDS STORE FRONT SIGN(6,111) 38 139 T-6 TRACK LTG CURRENT LIM(13)1 12 20 A 1 0.99 1 0.54 1 20 A 12 KIDS BLADE SIGN(11) i 40 141 T-7 TRACK LTG CURRENT LIM(13)1 12 20A 1 0.93 1 0.29 1 20 A 12 KIDS RESERVE LIGHTING i 42 TOTAL CONNEC i ED 14.85 12.05 11.82 KVA TOTAL CONNECTED 124.04 100.75 98.46 AMPS REV. DATE DESCRIPTION TOTAL LOAD 38.72 KVA 107.47 AMPS PER NEC ARTICLE 220 FEEDER LOAD 38.87 KVA 107.89 AMPS COTTON ON GROUP H,4W 120/208 Wye,3P B PANELBOARD 200 A, mcb COTTO ON 2 SECTION EXISTING Surface SERVES: TENANT LOCATION: ELECTRICAL ROOM#1 DESCRIPTION WIRE BRKR PL A B C PL BRKR WIRE DESCRIPTION WASHINGTON 1 (E)sensormatic - 20 A 1 0.36 1 0.00 1 20 A -- spare 2 3 (E)sales receptacles - 20A 1 0.36 1 0.00 1 15 A spare 4 5 (E)hvac serviec light - 20A1 0.36 0.00 1 1 15 A spare 6 SQUARE 7 (E)sales receptacles - 20 A 1 0.36 0.36 1 1 20 A (E)facp a 9 (E)sales receptacles 20A 1 1 0.36 1 0.18 1 1 20 A (E)sound system(1g) 101 11 (E)sales receptacles 20A 1 0.36 0.36 1 1 1 20 A (E)Itg/temp panel(ig) 121 13 (E)storefront recepts 20 A 1 1 0.36 1 0.18 1 1 1 20A (E)phone board(ig) 14 1 15 (E)storefront recepts 20A 1 1 1 1 0.36 1 0.18 1 20 A (E)sound system(ig) 16 1 9585 SW WASHINGTON 17 (E)sales receptacles 20 A 1 0.36 0.18 1 1 1 20 A (E)ewc is 19 (E)sales receptacles 20 A 1 0.36 1 1.00 1 1 20 A (E)microwave 20 1 SQUARE ROAD 21 (E)sales receptacles 20 A 1 j 0.36 I 0.54 1 1 20 A (E)subwoofers(ig) 22 23 (E)sales receptacles 20 A 1 I 0.36 I 0.36 1 1 20 A (E)refrigerator [24 1 PORTLAND, OR 97223 25 (E)security receptacles 20 A 1 0.36 1 0.36 1 1 20 A (E)computer receptacle 1 26 27 (E)security receptacles 20 A 1 1 0.36 1 0.54 1 20 A I (E)subwoofers(ig) 1 28 29 CASHWRAP POS 12 20 A 1 0.36 0.36 1 20 A 12 CASHWRAP POS 30 SPACE #S1 1 31 CASHWRAP POS 12 120 A 1 0.36 1 0.36 1 1 1 20 A 1 12 CASHWRAP POS 32 33 CASHWRAP RECEIPTS 12 120 A 1 1 0.72 1 0.36 1 20 A 12 CASHWRAP POS 1341 1 35 (E)non-sales receptacles - 20 A 1 0.36 1 0.18 1 1 20 A - (E)application Idosk(ig) 1 36 1 37 (E)euh-3 30 A 1 2 2.47 1 0.36 t 20 A - (E)non-sales receptacles 381 WWW.COTTONON.COM - I - 1 20 A (E)elevator pump 139 20 A 1 2.47 1 0.36 40 1 1 41 (E)non-sales receptacles 0.36 1 0.36 1 20 A (E)Elevator rm ltg/reopt 421 1 43 (E)euh-2 30 A 1 2 2.47 1 0.36 1 20 A (E)elevator cab light 1441 145 1- - 1 - 1 2.47 1 0.36 1 20 A (E)elevator tank heater 1 46 1 47 I(E)euh-1 30 A 2 I 5.20 1 0.36 1 20 A (E)water heater 1 48 1 149 1- .- 1 - 2.47 1 1.60 1 1 20A 8 SERVER 150] 151 jspare 20A I 1 I 2.47 1 0.36 1 20A 12 TABLET HOLDERS 152 PANELBOARD 153 (E)euh-4 50A j 2 I 0.00 1 0.54 1 20 A 12 RESERVE MICROWAVE 1541 155 1- - 5.20 1 0.90 1 1 20A 12 SALES FLR RECEP(MENS) 156 1 SCHEDULES 157 1 spare 20A I 1 I 5.20 1 0.72 1 20 A 10 SALES FLR RECEP(WOMENS) 158 1 159 1 spare 20A I 1 0.00 1 0.00 1 20 A - spare 160 1 TOTAL CONNECTED 20.25 18.73 10.42 KVA TOTAL CONNECTED I 179.40 166.74 86.83 AMPS TOTAL LOAD I 49.40 IKVA 137.12 AMPS PER NEC ARTICLE 220 FEEDER LOAD I 49.40 IKVA 137.12 AMPS SEAL&SIGNATURE DATE: 2021.09.27 rieterence only Pot PROJECT NO: Cot-Was-Por Es Not part of this permit %G1 E o DRAWN BY: JAH CHECKED BY: WER DWG.NO: 01V Mo E=302 EXPIRES: --------------- ------------------ _ Z DIVISION 16050-BASIC MATERIALS AND METHODS DIVISION 16120-WIRE AND CABLE DIVISION 16130-RACEWAYS AND BOXES DIVISION 16140-WIRING DEVICES DIVISION 16442-DISTRIBUTION AND PANELBOARDS - I 1.0 Nameplates 1.0 Wire and Cable 1.0 Raceways 1.0 Wiring devices 1.0 Nameplates 3 1.1 General:Furnish and mount on each panel board/switchboard(including branch 1.1 Color code conductors(except control and instrumentation conductors)as 1.1 All wire shall be run in accordance with code in corrosion resistant rigid,threaded 1.1 Wiring device color shall be white to unless otherwise noted. 1.1 General:Furnish and mount on each panel board/switchboard(including branch switches),large junction box,safety switch,tarter,remote control,pushbutton station, follows: metal conduit or electrical metallic tubing(E.M.T.).Unless otherwise specifically stated switches),large junction box,safety switch,tarter,remote control,pushbutton station, - - and all similar controls a nameplate descriptive of the equipment or equipment herein. 1.2 Provide totally enclosed,20 ampere,120/277 volt,quiet A/C general use snap and all similar controls a nameplate descriptive of the equipment or equipment - controlled. switches. controlled. 120/208 277/480 a Conduit in exterior walls,below floor slab,or underground shall be rigid threaded, 1.2 Provide black and white nameplates constructed from laminated phenolic with a Phase A Black Brawn galvanized,heavy wall type. 1.3 Switches shall be specification grade as manufactured be Hubbell,P&S,or 1.2 Provide black and white nameplates constructed from laminated phenolic with a white center core.Letters shall be engraved in the phenolic to form white letters 3/8" Phase B Red Orange b Carlon PVC type 40 heavy wall conduit with ground wire may be used below floor Levitan. white center core.Letters shall be engraved in the phenolic to form white letters 3/8" high.Fasten the nameplates with screws and adhesive fastener. Phase C Blue Yellow stab or underground in lieu shall not be run in or above floor slab.PVC conduit shall high.Fasten the nameplates with screws and adhesive fastener. C Neutral White Grey terminate below floor slab with rigid,threaded metal conduit adapter.Conduit above 1.4 Provide NEMA configuration 5-208 duplex 125 volt grounding type receptacles 2.0 Mounting Accessories Ground Green Green slab shall be metal. rated for 20 amperes unless otherwise indicated on the drawings. 1.0 Lighting Control System c Conduit run exposed to the weather shall be heavy wall,metal threaded type. 2.1 This contractor shall furnish and install all angle iron,channel iron,rods,supports, a Number 12 and#10 conductors shall have continuous insulation color,as listed 1.5 Receptacles shall be specification grade as manufactured by Hubbell,P&S or 1.1 General introduction:the work covered in this section is subject to all the hangers,concrete or plywood required to install,mount and support any electrical above. 1.2 Conduit size shall be 3/4"minimum. Levitan requirements In the general conditions of the specifications.the contractor shall equipment or device called for on the plans. b Conductors larger than above,which do not have continuous insulation color shall coordinate all of the work In this section with all of the trades covered in other 461 FROM ROAD, PA R A M U S, NJ 07652 be color coded by application of at least two laps of colored tape on each conductor at 1.3 Conduit shall be securely fastened in place. 1.6 Receptacles requiring amperages,voltages or configurations different from the sect 1 ons of the specification to provide a complete and operable system. T1973.253.9393 ■ WWW.SA R GA R C H.0 O M 2.2 Supporting material shall be complete with hangers,connectors,bolts,clamps, all points of access including junction boxes.Color tape shall be the equal of 3m duplex convenience receptacles above shall be as indicated on the drawings. and necessary accessories to make a complete installation.Supporting material shall products scotch#35. 1.4 All conduit shall be concealed in walls,floor and ceilings wherever possible. 1.2 Description of the work: be galvanized,painted or otherwise suitably finished.Products by Binkley,Steel City c Conductors shall be soft annealed copper insulated for 600 volts unless Exposed conduit in finished areas will not be permitted.Exposed conduit will be 1.7 Provide other receptacles of a quality,material and workmanship equal to that or Raco will be acceptable. specifically indicated otherwise.Aluminum conductors are not allowed on this project. permitted in unfinished areas with the specific approval of the architect specked for duplex convenience receptacles. a The extent of the fighting control system work is indicated by the drawings and by the requirements of this section.it is defined to include,but not by way of limitation: 2.3 All surface-mounted equipment on block walls shall be mounted on 314"plywood 1.2 Insulation type shall be THHN or THWN for#10 AWG and smaller.THHN shall 1.5 Use flexible conduit for the connection to recessed or semi-recessed lighting 1.8 Provide cover or device plates for outlet boxes as follows unless otherwise noted: backboard.All floor-mounted equipment shall be installed on a 4"high concrete pad. not be used in wet or damp locations. fixtures(6'length maximum).Use liquid fight metal conduit for all connections to a Finished areas:thermoplasl lc-color to match device. 1 Panelboards containing integral contactors. motors and other equipment subject to vibration and in areas subject to moisture, b Unfinished areas:zinc coated sheet metal,aluminum,for cast metal as 2 Control electronics for contactors and timeclocks and monitoring the status of the 3.0 Execution 1.3 Provide wire and raceway system as described herein and as indicated on the appropriate for the type of box. system. drawings.Metal-clad(MC)armored cable(AC)and non-metallic sheathed cable 1.6 Use watertight joints with buried and concrete encased conduit.All buried conduit c Exterior areas:copper free aluminum with gray,powder epoxy finish,gasket, 3 Associated low and line voltage override switches and light sensors. 3.1 The electrical work for construction purposes shall conform to all Federal(OSHA), (NMC)shall not be permitted unless noted specifically otherwise and approved prior outside of buildings shall have a minimum of 24"of cover.Metal conduits buried in weatherproof,Crouse-Hinds"WLRD"for duplex receptacles and WLRS for single 4 Timeclocks,contactors. CONTRACTOR NOTE: State,all specific safety requirements and the current edition of the NEC. to bidding. earth shall be painted(two coats)with heavy asphaltum paint receptacles or equal. 5 Any work stations,software and communications hardware. WRITTEN DIMENSIONS HOLD d Telephone communical ions,and signal outlet plates,shall match those used for PREFERENCE OVER SCALED 3.2 Check the HVAC and plumbing specifications for electrical requirements and 1.4 Provide minimum#12 conductors,unless otherwise indicated. 1.7 Support runs of conduit as detailed in the appropriate table of the national electrical receptacles and switches.all outlet andlor junction boxes shall be complete with a b System installation includes the following: include the same in the contract cost. a Control conductors shall be#14 minimum for NEC Class land#16 for NEC code(NEC). cover plate by this contractor. DIMENSIONS.DO NOT SCALE THE Class 2. e Where devices are ganged:they shall be installed under a common cover plate. 1 Wiring of branch circuit conductors and contactors DRAWINGS.THE CONTRACTORS 3.3 Equipment connections,starters,disconnect switches,control transformers and 1.8 Install exposed runs of conduit and conduit above fay-in ceiling parallel or 2 Installation of external control devices and wiring to the controller. MUST VISIT JOB SITE TO VERIFY push-button stations for the equipment furnished by the owner or under a separate 1.5 Conductors#8 AWG and larger shall be stranded. perpendicular to the walls,structural members of intersections of vertical planes and 1.9 Locate the switches approximately 4'-0"above the finished floor elevation or 3 Installation of communications conductors and associated hardware. contract shall be installed and connected under this division,as indicated on the ceilings.Provide right angle turns using fillings or symmetrical bends.Support conduits nearest block course(within A.D.A.requirements),unless otherwise indicated,the long ALL EXISTING CONDITIONS AND contract drawings. 1.6 Conductors#10 AWG and smaller shall be solid. within 1"of all changes in direction. dimension of the switches shall be vertical. DIMENSIONS BEFORE SUBMITTING 1.3 Warranty:manufacturer shall warrant specified equipment to be free from defects BIDS. REPORT ANY 3.4 All cuffing,patching,excavating,back filling and concrete work related to this 1.7 Install all wiring in conduit. 1.9 If a conduit is suspended,it shall be supported on trapeze hangers which use"all- 1.10 Locate receptacles approximately 1-6"above the finished floor elevation or in materials and workmanship for at feast one year from the date of installation or contract will be the responsibility of the electrical contractor.This contractor shall thread"rods from the structural steel.The use of ceiling support wire or similar material nearest block course(within A.D.A.requirements),unless noted otherwise the long eighteen months from date of purchase. DISCREPANCIES OF ANY assume the responsibility of providing the sleeves,chases and openings necessary 1.8 Connect#10 and smaller wires with constant pressure expandable spring type will not be accepted. dimension of receptacles shall be vertical. CONDITIONS WHICH MAY for the electrical installation and for their repair in an acceptable manner,as connectors,"Scotchlok"by 3M or B-Cap by Buchanan. 2.0 Panelboards INTERFERE WITH THE PROPER determined by the architect.All holes shall be core-drilled.Provide fire stop in at] 1.10 Install empty conduit for future use as indicated on the drawings.Conduit shall EXECUTION OF THE CONTRACT TO openings created through fire-rated wails,floors,or ceilings. 1.9 Connect#8 and larger wires with compression connectors or splices as be complete with jetline or pull rope,junction/outlet boxes.Tile rings and appropriate 2.1 Acceptable manufacturers:Square D.,Cutler-Hammer,Siemens,G.E.For pricing THE TENANTS REPRESENTATIVE. manufactured by Burndy or T&B. cover plates. DIVISION 16410-SAFETY SWTCHES and ordering information,provide equipment as specified herein,no substitutions 3.5 This contractor shall be responsible for providing all required access panels permitted,contractor shall contact no later than 5 days after job is awarded to ensure REPORT DISCREPANCIES DURING necessary for his work,coordinate with architect prior to installation. 1.10 Insulate splicing connectors to at least 200%of the wire insulation.use pre- 1.11 Provide pitch pockets where conduits penetrate the roof. 1.0 Nameplates lead limes do not affect project schedule.Panelboards shall be enclosed dead front BIDDING PROCESS AND BEFORE stretched tubing connector insulators.3m pst for#2 and larger conductors. safety type with features and ratings as scheduled on the drawings. START OF CONSTRUCTION. 4.0 Materials and workmanship 1.12 Thread lubrication/sealant is required on outdoor and underground threaded 1.1 General:Furnish and mount on each panel board/switchboard(including branch 1.11 Pull conductors using recognized methods and equipment leaving as least 6" metal joints, switches),large junction box,safety switch,tarter,remote control,pushbutton station, 2.2 Panels known as"load centers"are unacceptable. CHANGE ORDERS NEED TO BE 4.1 All work shall be installed in a practical workmanlike manner by mechanics skilled wire at all junction boxes for connections. and all similar controls a nameplate descriptive of the equipment or equipment APPROVED BY CONSTRUCTION in the several trades necessary. 1.13 Install fire seal fillings where conduits penetrate concrete floor slabs or controlled. 2.3 Molded case circuit breakers shall be as scheduled on the drawings and specified MANAGER FOR ISSUES ARISING a Clean out each conduit system before pulling wire. masonry walls required to be fire rated. in this division. 4.2 All materials shall be new and free from defects and shall be the best of their 1.2 Provide black and white nameplates constructed from laminated phenolic with a FROM THE FIELD CONDITIONS OR several kinds unless specified or indicated on the drawings to the contrary. 1.12 Form and tie all wiring in panel boards. 1.14 Horizontal portion of conduit exposed on the roof and feeding equipment shall white center core.Letters shall be engraved in the phenolic to form white letters 3/8" 2.4 All bus bars shall be rectangular,solid copper. CONFLICTS BETWEEN THE PLANS not be more than 5'-0"unless the written approval from architect or engineer is high.Fasten the nameplates with screws and adhesive fastener. AND THE EXISTING CONDITIONS 4.3 During each phase and at the completion of the construction,this contractor shall 1.13 There shall be no wire nut joints or splices made inside switchboard/panel obtained. 2.5 Space,where shown in panel schedules,designates space for future protective PRIOR TO THE COMMENCEMENT OF remove all debris and excess materials caused by his work.He shall leave the area of boards. 1.0 Safety switches devices and shall include bus and support. operation broom clean. 1.14 Branch circuit wire sizes(and conduits)shall be increased from those 2.0 Pull and Junction Boxes WORK. 4.4 All electrical equipment shall bear the underwriters laboratories label or ETL label. indicated on the plans to prevent excessive voltage drop.Branch circuits shall be 1.1 Safety switches shall be the enclosed heavy-duty type(type HD)with quick-make, 2.6 Install cabinets so that center of the top breaker does not exceed 6-6"above the installed with wires of sufficient size so that voltage drop between the panel and the 2.1 Install pull and junction boxes where shown on the drawings,and where required quick-break mechanism and external pad lockable operating handle. finished floor. 4.5 This contractor shall guarantee his workmanship and material(lamps excepted) loads does not exceed limit of 35. for changes in direction,at juncl lon points,and to facilitate wire pulling.Furnish box for a period of one year from the date of building opening and leave his work in perfect sizes in accordance with NEC unless larger boxes are indicated. 1.2 Safety switches shall be rated for 240 or 600 volts as applicable.They shall be 2.7 Entries on directory cards shall be typed,complete and accurate. order at the completion.Should defects develop within the guarantee period,the 1.15 Wire sizes shall be based on the 60c.ampacities for wire sizes no.14-1 horsepower rated when used in motor circuits. ISSUE DATES contractor shall,upon notice of the same,remedy the defects and have all damages AWG,and 751c.ampacities for wire sizes#1/0 AWG and larger. 2.2 Provide steel boxes and removable covers of code gage,hot rolled sheet steel hot 2.8 All bolted connections shall be torqued in accordance with manufacturer's to other work or furnishings caused by the repairs corrected at his expense to the dipped galvanized inside and outside,for above ground work.Furnish weatherproof 1.3 Safety switches shall be fusible or non-fusible 2,3 or 4 pole as indicated on the standards. condition before such damage. 1.16 Circuits may be multiplexed in conduit provided wire is property derated and boxes when installed above ground outside, drawings. conduit sized per code.Under no circumstances shall more than(9)current carrying 2.9 Electrical contractor shall arrange circuits as near as possible to circuit numbers 5.0 Scope of work conductors be run in a single conduit. 2.3 Provide cast iron boxes,hot dipped galvanized inside and outside where shown on 1.4 Safety switches shall be single throw unless otherwise indicated on the drawings. on the drawings.At completion of job,electrical contractor shall take current reading the drawings.Furnish removable covers with gaskets and stainless steel,brass or checks of respective phases.A minimum of circuit connections shall be rearranged to 5.1 The electrical contractor shall provide all labor,material,storage,unpacking and 1.17 Provide wire and raceway systems as described herein and indicated on bronze screws. 1.5 Enclosures shall be NEMA 1 indoors and NEMA 3R outdoors unless otherwise balance as closely as possible,the load in the panel. placement;to include but not be limited to,the following items: drawings.Armored cable(AC),and non-metallic sheathed cable(NMC)shall not be indicated on the drawings. permitted,unless noted specifically otherwise and approved prior to bidding. 2.4 Provide concrete boxes for underground work unless otherwise indicated on the 2.10 All breakers shall be bolt-on type. a Emergency lighting and power. drawings.Furnish steel frames and covers with the cover attached to the frame with 1.6 Manufacturer shall be Square D,Siemens or Culter-Hammer. b Complete power and lighting distribution system including all transformers and hexagon head,brass or bronze cap screws.3/8"in diameter.Provide a rubber gasket 2.11 Provide(3)spare 1"conduits into accessible ceiling space where panels are feeders for sealing between the cover and the frame.Paint the cover with two coats of heavy 1.7 Mount the safety switches securely between 3'x 6'levels above the floor unless flush-mounted. c Complete branch circuit wiring system. DIVISION 16461-DRY TYPE TRANSFORMERS asphaltum.12 outlet boxes otherwise indicated on the drawings. d Complete power wiring for all air conditioning equipment,plumbing system, 3.0 Distribution Panels heating equipment,ventilating and exhaust equipment. 1.0 Transformers 3.1 Use sheet steel boxes.Zinc coated or cadmium plated,for concealed interior work. 1.8 Mount the safety switches securely between 3'x 6'levels above the floor unless e Complete lighting fixture installation,including all incandescent,fluorescent and otherwise indicated on the drawings. 3.1 Acceptable manufacturers:Square D,Cutler Hammer,Siemens,.G.E..For hid lamps. 1.1 Transformers shall be continuously rated isolating type for 60 hertz service unless 3.2 Use cast boxes,zinc-cadmium finish malleable iron,for exposed interior work,and pricing and ordering information,provide equipment as specified herein,no f Complete communications conduit and wiring system including boxes,plates, otherwise indicated. for exposed or concealed work in wet,damp or exterior locations.Cast boxes shall be 1.9 Switches on block walls shall be mounted on a 3/4"plywood backboard,where substitutions permitted.Contractor shall contact no later than 5 days after job is jacks,etc.,as specified,shown on the drawings and required by the tenant. series FO by Crouse Hinds or Appleton. located indoors. awarded to ensure lead limes do not affect project schedule.Distribution panels shall g Temporary electrical power and lighting as required for construction. 1.2 Insulation systems shall be 220 degrees C(150 degrees rise). be dead front type with features and rating as scheduled on the drawings. h Testing of all cables and circuit wiring after installation. 3.3 Wall box sizes(minimum)shall be 4"square x 2-1/2'deep where wall construction 1 Exit light system. 1.3 Enclosures for transformers shall be metallic,suitable for indoor and outdoor permits.Where wall construction dictates,the width may be reduced to 2-1/8"or 1-1/2" 3.2 Molded case circuit breakers shall be as scheduled,of size and number indicated Wiring devices and floor boxes. installation as applicable and rodent roof. under special conditions. DIVISION 16420-MOTOR STARTERS on the drawings.All breakers shall be bolt-on - j g PP� p p g . type. k Lighting controls. 1 .0 Motor starters I Grounding of the electrical system. 1.4 Manufacturers shall be Square D.Fractional KVA transformers shall be 3.4 Fixture outlets in ceilings(minimum)shall be 4"octagonal x 1-1/2"deep(4-11/16" 3.3 All lugs shall be UL approved CU/AL type. -= m Fire supervisory alarm system. manufactured by Edwards or the special equipment manufacturer in which the octagonal x 2-1/2"deep where required to accommodate larger conduit or larger 1.1 provide motor starters(magnetic or fused combination and control n Telephone and electric services transformers are used. number of wires). ( 9 ) equipment 3.4 Panels shall be manufactured as a complete unit and not an assembly of parts o Sound system components,conduit system&wiring where shown.starters shall be provided with 120 volt coils,3 overloads,control secured from a supply house. p Complete conduit system for security devices,including pull string. 1.5 Four approved vibratt on dampeners per transformer shall be employed as 3.5 Gang boxes shall be one piece(minimum),2-1/8"deep. transformer with fused 120 volt secondary control circuit,(2)N.O.and(2)N.C. necessaryto avoid transmitting an vibration to the building structure.Sizes of the auxiliary contacts,hand-off-auto selector switch and running pilot light,unless 9 y g 3.5 All panels shall be capable of acceptl ng circuit breakers sized up to and including mountin s shall be selected on the basis of the weight of the transformer,using: 3.6 Provide flush floor box series 880 b wire mold with duplex receptacle for wood otherwise noted.Wire thru control devices furnished by other trades.Since motor g g g y R p 400 amps. platform at display show windows,box with cover plate flange:CAT.# driven equipment is furnished by other trades,the control indicated on the drawings DIVISION 16060-GROUNDING AND BONDING a A minimum 1"thick rubber-cork-rubber sandwich a for floor mounting. 880W 1-817TCAL and brushed aluminum cover late:CAT.#828R-TCAL with flip lid to shall be considered as for bidding purposes only.Wire to conform to the actual type 9 R R 3.6 Vertical bussing shat)be extended the full length of the panel. b A spring type for suspension mounting. protect receptacle when not in use.Both flange and cover plate shall have brushed equipment supplied and installed by the other trades.All fuses shall be dual element 1.0 Grounding and Bonding c Two(2)spring type at the top(with two(2)steel brackets)and two(2)rubber-in aluminum finish.UL scrub listed. type.Provide"blown fuse"indicator lamps in cover. 3.7 All bus bars shall be rectangular solid copper. compression type at the bottom(stand-off)for waft mounting. 1.1 Ground all equipment er NEC. 1.2 Starters shaft be Square D.,Seimens or Cutler-Hammer. P 3.7 Flush mount boxes in all finished walls,install the plaster rings in dry walled 3.8 Distribution panels shall be Square D. 2021/09/23 CLIENT REVIEW 1.6 No conduits shall be attached directly to the transformer.At each attachment, plastered walls and raised covers as required in walls with other finishes so that the 1.2 Ground all dry type transformers as per drawings and NEC. provide a vibration dampening assembly consisting of: cover plates fit tightly against boxes or rings.Three sixteenth inch maximum gaps are 1.3 The exact number of normally open and normally closed auxiliary contacts in 3.9 Install panels such that handle for the top breaker does not exceed 6'-6"above allowed for noncombustible walls. each starter shall be determined by the temperature control and/or fire alarm finished floor. REV. DATE DESCRIPTION 1.3 All conduits shall contain a code-sized ground wire size per NEC.in addition to a AT&B#5721,2,3 etc.,or equivalent female hub"liquid-light connector by contractor. the conductors shown on the plans.Where circuit conductors are increased in size Steel City,Efcor or approved equal. 3.8 Adjust location of outlets in masonry or the construction to occur in the nearest joint 3.10 Provide phenolic labels for each panel. for voltage drop,the ground wire size shall be increase proportionately. b T&B#5331,2,3 etc.,or equivalent male hub type liquid-light connector with an to the height specified Heights shall meet A.D.A.requirements. 1.4 Coordinate off equipment indicated on the electrical drawings with mechanical insulated throat by Steel City,Efcor or approved equal. equipment schedules and specifications and provide motor starters for all equipment 3.11 All bolted connections shall be torqued in accordance with manufacturer's COTTON ON GROUP 1.4 Where an isolated,insulated ground is required a separate green ground shall be c Short length(24"plus or minus)of liquid-light flexible conduit. 3.9 Support all boxes to maintain proper alignment and rigidity. indicated as being interlocked or started from a remote location. standards. run from the panel ground bus to the isolated ground connection of the device d A bonding jumper of NEC size outside of the assembly. served.In no case shall the system ground(wire and associated outlet boxes, 3.10 Clean boxes of all foreign matter prior to the installation or wiring of devices. 1.5 Starters supplied as an integral part of equipment shall be furnished under the 3.12 Surface-mounted panels shall be mounted on a 314" 9 P 9 R plywood backboard. conduit and building steel)be allowed to contact the isolated ground(green wire and division providing the equipment.Wiring and disconnect shall be by this contractor.All Floor-mounted panels shall be mounted on a 4"high concrete pad. device ground). 3.11 Mounting heights on the drawings are to the centerline of the boxes unless other starters and auxiliary control equipment shall be supplied and wired by this otherwise noted. contractor unless otherwise noted. COTTOWON WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE ROAD PORTLAND, OR 97223 SPACE #S11 WWW.COTTONON.COM ELECTRICAL SPECIFICATIONS SEAL&SIGNATURE DATE: 2021.09.27 PROJECT NO: Cot-Was-Por Reference onlytGr E �o� DRAWN BY: JAH 9 }(,, t� 3 CHECKED BY: WER Not part 0J this permit r)p��ORE DWG.NO: - OAS ,�N100 E=401 EXPIRES: Z-