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BUP2021 -00062 DESIGN & CONSTRUCTION Drawings for. MANAGEMENT: GENERAL N S GENERAL CONTRACTOR NO JQB 51JE.-ADD , E 111E w -- _ . I A. 'DOCUMENTS' AS USED HEREIN,SHALL COMPRISE THE ENTIRE INTEGRATED SET OF ALL WRITTEN INSTRUMENTS 7BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY: -- RELATED TO THE PROJECT,INCLUSIVE OF BUT NOT EXCLUSIVE TO,ALL CONTRACTS,SUBCONTRACTS,DRAWINGS HE GC SHALL CONTACT THE NEXTORE P.M.OR THE PERMIT EXPEDITOR TO SECURE THE PERMIT.PERMIT SHALL NAME -WASHINGTON SQUARESKETCHES MEMORANDA ADDENDA SPE!CIRCATIONS MANUALS POLICIES,RULES AND REGULATIONS LANDLORb • ,,,,aoravwcc.n+awnoenww •+@cr3nes-coinDESIGN CRITE SUBMITTALS SHOO,DRAWINGS PERMITS APPRbVALS,REGULATIONS AND CODES. WOJECT',AS USEDE MOUNTED IN A VISIBLE,LOCATION AT THE SITE.PERMITS SHALL BE PAID FOR BY THE GC AND SUBMITTED TO Uass hut • a en rroik Fait C,. ,0W(06 ••T WOHta-a Rhe,, STREET ADDRESSHEREIN SHALLREFER TO THE ENTIRE SCOPE OF PROVIDING A FINISHED FACILITY READY AND USEABLE FOR ITS INTENDEDENANT AS A NET COST. -9463 SW WASHINGTON SQUARE,SPACE W14A PURPOSE. O SHALL T RESPONSIBLE TO VISIT THE SITE PRIOR TO SUBMISSION CSF BID.ANY MISSION OF FROM PLANS STORE 43757 SHALL BE CONVEYED E THE RESPONSIBLE NEXTORE PROJECT MANAGER PRIOR TO BID SUBMISSION.SUBMISSION OF BID SHALL B. THE GC SHALL ARRANGE FOR ALL REQUIRED INSPECTIONS. CITY,STATE,ZIP -TIGARD,OR 97223 9 CONSTITUTE ACKNOWLEDGEMENT AND ACCEPTANCE OF EXISTING CONDITIONS. C. THE GC SHALL DETERMINE IF THE INSPECTORS WILL BE CHECKING LAB/LENS PROCESSING ROOM EQUIPMENT B. ALL MATERIALS AND/OR LABOR FOR THE PROJECT WHICH IS SHOWN ON THE DRAWINGS AND SPECIFICATIONS OR FOR UL OR ETL LABELS AND NOTIFY THE CONSTRUCTION MANAGEMENT TEAM NO LATER THAN 4 WEEKS Washington Square IS REASONABLY INFERABLE THEREIN AS BEING NECESSARY TO PRODUCE A FINISHED PROJECT,SHALL BE PROVIDED BY BEFORE'PUNCH'. A S u b s i d i a r y o f t h e L u x o t t i c a G r o u P GENERALWORC,Wl H CTOTHE ER�CE HETHTION R OR NOT T THEINS INDICAEXPRESSLY ED N I C(NOT IN D IN NTHE DOCUMENTS.HERS APPLIES TION D. IF REQUIRED,A"TEMPORARY C OF 0"OR BUILDING DEPARTMENT APPROVAL SHALL BE RECEIVED TO SET 9348 SW Washington Square Road INTENT OF THE DRAWINGS SHALL ALWAYS BE THE GOAL. DOWN EQUIPMENT. 4000 Luxottica Place Mason, Ohio 45040 Tigard, OR 97223 C. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION BETWEEN SUBCONTRACTORS, 2. DIMENSIONS: Space. W14A SUPPLIERS,VENDORS OR ANY OTHER PARTIES SUPPLYING GOODS OR SERVICES TO THE PROJECT.NO EXTRA COMPENSATION WILL BE GIVEN TO ANY PARTY WHO HAS BID FROM AN INCOMPLETE SET OF DOCUMENTS OR WITH THE WORD'HOLD'REFERS TO A CRITICAL DIMENSION AND MUST BE ADHERED TO.IF THESE DIMENSIONS CAN NOT B 4-SGH4.5-GO01-REVOO INSUFFICIENT FAMILIARITY WITH THE PROJECTOR THE SPECIFIC REQUIREMENTS THEREOF.E THE EVENT OF MET,SUBMIT IN WRITING&CALL NEXTORE P.M.FOR DIRECTION. WASHINGTON S Construction for. INCONSISTENCIES OR DISCREPANCIES BETWEEN THE DOCUMENTS LODES CRITERIA OR REQUIREMENTS THE MOST STRINGENT SHALL APPLY. THE GENERAL CONTRACTOR SHALL NOYIFY THS NEXTORE PROTECT MANAGER IMMEDIATELY OF SUCH DISCREPANCIES OR INCONSISTENCIES. 3. ON-SITE COMMUNICATION: D. IT IS THE RESPONSIBILITY OF THE G.C.TO VERIFY BOTH EXISTING SITE CONDITIONS AND DIMENSIONS WITHIN 24 A. THE GC SHALL CONTACT THE NEXTORE P.M.TO RESOLVE ALL FIELD ISSUES. HOURS OF STARTING ANY PROJECT.THE G.C.SHALL NOTIFY THE CONSTRUCTION MANAGER IMMEDIATELY OF ANY B. GC TO HAVE CELL PHONE WITH VOICEMAIL CAPABILITIES. DISCREPANCIES PRIOR TO INITIATING CONSTRUCTION. C. GC TO HAVE LAPTOP ON SITE WITH WIFI CAPABILITIES. E. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A CURRENT SET OF CONSTRUCTION D. GC TO HAVE PRINTER ON SITE. TIGARD, OR 0 DRAWINGS ON SITE AT ALL TIMES DURING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL INDICATE ON THESE STORE CONTACT -SUNGLASS HUT PLANS ALL APPROVED CHANGES TO THE WORK.THIS SET OF DRAWINGS SHALL BE UPLOADED VIA PROJECT READY IN PDF 4. CHANGE ORDERS: FORMAT TO THE NEXTORE PROJECT MANAGER UPON COMPLETION OF THE PROJECT. THESE DRAWINGS SHALL BE STREET ADDRESS -9348 SW WASHINGTON SQ.RD.,SPACE W14A W MARKED UP TO REPRESENT A COMPLETE AND ACCURATE SET OF'AS-BUILT'DRAWINGS.ANY AND ALL CHANGES SHALL NO ADDITIONAL COSTS OR DESIGN CHANGES WILL BE ACCEPTED WITHOUT THE WRITTEN APPROVAL OF THE BE NOTED ON SAID PLANS.PROVIDE MARKED UP PLANS TO NEXTORE PROJECT MANAGER AT PUNCH. NEXTORE P.M.AND THE EXECUTION OF THE NEXTORE CHANGE ORDER PROCEDURE, PRIOR TO THE COMMENCEMENT CITY, STATE,ZIP -TIGARD,OR 97223 U F. IF ANY ERRORS DISCREPANCIES OR OMISSIONS APPEAR OR ARE EVIDENT ON ANY OF THE DOCUMENTS,THE OF SUCH WORK.CHANGE ORDER WORK COMPLETED WITHOUT SIGNED APPROVAL TO DO SAME,IS DONE SO AT THE C, GENERAL CONTRACTbR, SUBCONTRACTOR,VENDOR OR SUPPUER SHALL IMMEDIATELY NOTIFY THE NEXTORE PROJECT GCS RISK. PHONE _ - �� MANAGER. EMAILM VICINITY PLAN p � �n G. NO MATERIAL SUBSTITUTIONS WILL BE ALLOWED UNLESS SUBMITTED IN WRITING AND APPROVED IN WRITING BY 5. SUBCONTRACTOR COORDINATION: - V ' lD p THE NEXTORE PROJECT MANAGER. THE GC MUST BE PRESENT AT ALL TIMES FOR THE DURATION OF CONSTRUCTION.THE GC SHALL GIVE PROJECT LOCATION: NORTH SUNGLASS HUT H. THE GENERAL CONTRACTOR SHALL ON OR BEFORE THE SOONER OF:WITHIN 10 WORKING DAYS OF CONTRACT SUBCONTRACTORS APPROPRIATE NOTICE BEFORE REQUIRING THEM ON SITE,COORDINATE INSTALLATION DATES, 5-SGH4.5-G001-REV00 � � O SPACE:W14A AWARD E THE START OF THE PROJECT PROVIDE CO TO ACTORSNEXTORE AND KEEP CURRENT,C UST OF ALL SUBCONTRACTORS AND COMMUNICATE SITE SPECIFIC DETAILS.THE GC SHALL COORDINATE THE INSTALLATION SCHEDULE AND AREA: 1064 S.F. x x O If- TO JE USED ON THE PROJECT. THE GENERAL CONTRACTOR SHALL ALSO PROVIDE A COPY OF THIS UST TO THE NEXTORE DIVISION OF WORK WITH THE NEXTORE P.M.SUBCONTRACTORS SHOULD CONTACT THE GC FOR SCHEDULE F- 0 PROJECT MANAGER AT CONSTRUCTION COMPLETION,AND A COPY IS TO BE INCLUDED IN THE CLOSEOUT PACKAGE 0 FROM THE GENERAL CONTRACTOR. CLARIFICATIONS. O - I. THE GENERAL CONTRACTOR SHALL INSPECT VERIFY AND INVENTORY ALL SHIPMENTS OF NEXTORE SUPPLIED n t Z WASHINGTON SQUARE 1� G2 MATERIALS,INCLUDING THOSE TO AND FROM ANY OFF SITE WAREHOUSE FACILITIES.THIS INCLUDES VERIFYING PACKING MILLWORK/CASEWORK:GC SHALL COORDINATE CRITICAL DIMENSIONS PRIOR TO WALL CONSTRUCTION AND HAVE '7►./ 9348 SW WASHINGTON SQ.RD. r , ■ t -I- LISTS LISTS AGAINST ORDER FORMS AND BILLS OF LADING AND NOTING AND REPORTING ANY DAMAGES OR SHORTAGES TO THE AREA READY PRIOR TO FIXTURE DELIVERY.READY SHALL BE DEFINED AS FLOORING DOWN THRU-OUT THE RETAIL SPACE W14A `/17 THE NEXTORE PROJECT MANAGER.IF NOT DONE WITHIN 24 HOURS OF DELIVERY THE GENERAL CONTRACTOR SHALL AND OPTOMETRIC DOCTOR(OD)RECEPTION,LIGHTING SOFFITS BUILT OUT,DRYWALLED,FINISHED,PAINTED AND TIGARD,OR 97223 O a BEAR ANY AND ALL ASSOCIATED COSTS,INCLUDING EXPEDITED FREIGHT CHARGES TO MEET THE CONSTRUCTION LANDLORD -MACERICH r: SCHEDULE.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FILING DAMAGE REP6RTS AND MAINTAINING PACKING LIGHTING FIXTURES INSTALLED,ALL WALLS IN THE RETAIL AND OD RECEPTION MUST BE FINISHED AND PAINTED,ALL LOCATION OF �+ MATERIALS FOR RETURN SHIPMENT OF DAMAGED u ITEMS. o S ELECTRICAL AND MECHANICAL ROUGH-OUTS MUST BE COMPLETED,STORE MUST BE SECURED FROM THE OUTSIDE. SR.TENANT COORD. -CHARLENE SIROKAM PUBLIC s J. THE GENERAL CONTRACTOR SHALL KEEP ALL HANDBOOKS MANUALS,WARRANTY DOCUMENTS AND ONCE THE PRE-CONSTRUCTION MILLWORK DROP/INSTALL DATE HAS BEEN ESTABLISHED,ANY CHANGES TO THE RESTROOMS: .s Les S O MISCELLANEOUS PAPERWORK INCLUDING ALL PACKING SLIPS AND BILLS OF LADING IN A MARKED BINDER.THIS BINDER ESTABLISHED DATE MUST BE COMMUNICATED AT LEAST 7 DAYS PRIOR. STREET ADDRESS -11411 N.TATUM BOULEVARD a ! Z) IS TO BE TURNED OVER TO TRE STORE GENERAL MANAGER AT PROJECT COMPLETION.COPIES OF THOSE ITEMS AND 7 DOCUMENTS REpUIRED FOR INCLUSION IN THE CLOSEOUT PACKAGE SHALL BE MADE BY THE GENERAL CONTRACTOR AS CITY,STATE,IIP _, ,�, if Macy' eSpot I(ioskQ M&x,yS. t^ C> NEEDED FOR THIS SUBMISSION. 6. DATA-POS/PHONES: -PHOENIX,AZ 85028 -, . _ -� i �, f Ti��lel; L� I� C p�wfaait rtae, _ _ I _ V ' Q 0 A. NEW T.I.&RELO STORES:BACKBOARD TO BE INSTALLED WITHIN 7 CALENDAR DAYS OF THE CONSTRUCTION © n - OK. THE GENERAL CONTRACTOR SHALL DELIVER TO THE GUARANTEES NEXTORE PROJECT MANAGER A COPY OF THE CERTIFICATE OF START DATE.ACCESS TO BACKBOARD SHALL BE AFFORDED TO ALL TENANT VENDORS.TELEPHONE,ELECTRIC PHONE -602.953.6377 - - " -•3- - - e' - @ y rr sra• !_ .JCPenney OCCUPANCY(C OF O),LIEN WAVERS WARRANTIES GUARANTEES AND EpUIPMENT OPERATION MANUALS. THE . � o ORIGINAL CERTIFICATE OF OCCUPANCY IS TO BE LEFT WITH THE STORE GENERAL MANAGER. AND DATA CABLING INSTALLED ONE WEEK BEFORE"PUNCH"FOR HARDWARE INSTALLATION AND TESTING. EMAIL -CHARLENE.SIROKMAN@MACERICH.COM '`'e 'S i _ m I s _ oravtf�t eras @Ia ri_I 1�"r, :Ig °4 it:•Ij �, 4- .S 151 e�! � j f -; 49 ,� �Bo II5f1 A-Beaf WnfkShOp L. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP AND DISPOSAL OF ALL TRASH AND DEBRIS CONTACT NEXTORE P.M.IF NEEDED. a i- .I i 1= °I = !!! The Cheesecake Facto ?- GENERATED BY ALL TRADES.GC.TO REMOVE/DISPOSE OF ALL BOXES/CRATES/SASH OF TENANT SUPPLIED AND % -`'@ I TAvt Deli INSTALLED ITEMS,INCL.DISPLAY FIXTURES&HARDWARE.DAILY CLEAN REQUIRED. B. REMODEL STORES: GC TO COORDINATE ALL TEMPORARY AND PERMANENT DATA AND PHONE CABLING 6-SGH4.5-GO01-REV00 ee -" � �'® �; - Veriz _ M. THESE CONSTRUCTION DOCUMENTS ARE NOT TO BE SCALED.ALL DIMENSIONS ARE TO FINISH FACE OF WALL, DURING THE OPEN REMODEL.KEEPING STORE POS AND PHONE SYSTEMS ON LINE AND ACTIVATED Al ALL - - Vol resso UNLESS OTHERWISE NOTED TIMES. COORDINATE WORK WITH TENANT LOW VOLTAGE VENDOR. n NORDSTROM Q Rout Portland N. THESE DRAWINGS ARE NOT TO BE ALTERED IN ANY WAY WITHOUT THE WRITTEN AUTHORIZATION FROM NEXTORE - .-5 o JURISDt�. 180,000 Sr Q coffee sto,e y B• . R NEXTORE'SARCHITECT. 7. ELECTRICAL AND LIGHTING DELIVERIES .... O w� "- '•"•m Washington GC SHALL BE RESPONSIBLE FOR THE COORDINATION OF DELIVERIES,FOR THE OFF-LOADING OF SAME,AND TO - as ington square O. THE GENERAL CONTRACTOR SHALL MAINTAIN EGRESS AT ALL TIMES DURING STORE OPERATION/CONSTRUCTION. _ - -" -- ' ®o TA"' P. THE GENERAL CONTRACTOR SHALL COORDINATE CONSTRUCTION TIMES AND NOISE REpoUIREMENTS WITH VERIFY/REPORT ANY DAMAGE AND FOR THE SAFE STORAGE OF ALL MATERIALS RECEIVED.THE GC SHALL VERIFY THE r� O_ siae v Lucky grand LANDLORD PRIOR TO CONSTRUCTION START,NO EXTRA COSTS WILL BE ALLOWED TO ACCOMNIODATE ANY VOLTAGE AND COMPATIBILITY OF ALL EQUIPMENT,FIXTURES AND MILLWORK PRIOR TO CONNECTION. cmm.nq uorz RESTRICTIONS OR LIMITATIONS. a Revisions: DEPARTMENT -CITY OF TIGARD - r `il - Ave Sµ. _shoe etme 85C Baker p UPON COMPLETION OF CONSTRUCTION IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO 8. METER INSTALLATION(WATER/ELECTRIC/GAS): t r°� So - y Mark Date By CLEAN ALL SURFACES/FIXTURES PER MANUFAtTURER'S INSTRUCTIONS AND TO EMPLOY THE SERVICES OF A -BUILDING AND PERMITS - �, Cate-Per, PROFESSIONAL CLEANING COMPANY TO ASSURE DELIVERY TO THE TENANT OF AN ABSOLUTELY CLEAN STORE.(2) UTILITY ACCOUNT TRANSFER/SETUP(FOR CORPORATE NEW AND RELOCATION STORES ONLY): d _ ,akro"� N CLEANINGS RE UIRED. 1 PRIOR TO PUNCH&(1 AT TURNOVER.THE FINAL CLEANING IS TO BE PERFORMED NO MORE GC SHALL CONTACT THE NEXTORE RETAIL STORE MAINTENANCE HOTLINE(513)765-3500 UPON ARRIVAL AT THE SITE. STREET ADDRESS -13125 SW HALL BLVD _ ' '- I 12921 STAFF OO ( ) BOm yayyy�ala of India Crescent Grove Cemetery 90%DESIGN REVIEW SET THAN ONE DA PRIOR TCl THE TURN OVER.IF AN UNTIDY STORE IS TURNED OVER NEXTORE RESERVES THE RIGHT GC WILL NOT BE RESPONSIBLE FOR ANY UTILITY COSTS DURING CONSTRUCTION.GC TO CONTACT NEXTORE TO A -Telceoaoelroery Q Din Tai Fung WITHOUT NOTICE TO THE GENERAL CONTRACTOR,TO EMPLOY PROFESSIONAL CLEANING SERVICES AND DEDUCT THE CONVERT METERS TO NEXTORE NAME IMMEDIATELY UPON CONSTRUCTION START UP.GC TO PROVIDE THE CITY,STATE,ZIP -TIGARD,OR 97223 ® - ©TA,. t'Ddhx, COST PLUS 15%FROM THE BALANCE OF THE GENERAL CONTRACTOR. FOLLOWING INFORMATION WHEN CALLING: OAmazon Books R. THE GENERAL CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING FOR ALL EQUIPMENT,FlNISHES A. STORE ADDRESS AND SPACE# PHONE -503.718.2439 mnketao Q 2/1221 STAFF MERCHANDISE,CARPET, ETC.,INCLUDING THE WORK OF OTHERS,THROUGHOUT THE DURATION OF THE PROJECT. - -` 100%BID/L.L.REVIEW SET B. UTILITY COMPANY(S)NAME AND PHONE#Q.E.,GAS,ELECTRIC,WATER AND POSSIBLY SEWER) S. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ACTIVITIES WITH THE LANDLORD PRIOR TO THE START OF C. METER AND SOCKET#QF USED) 7-SGH4.5-GO01-REV00 I F 10-SGH4.5-G001-REV00 13-SGH4.5-GO01-REV00 CONSTRUCTION AND COORDINATE WITH THE LANDLORD,ALL INTERRUPTION OF SERVICES. ANY SHUTDOWNS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR D. EXPECTED"PUNCH"DATE(TIMING FOR NEW INSTALLATION OR UTILITY ACCOUNT TRANSFER WILL BE EXECUTED Q 2/18/21 STAFF ON/OR BEFORE THE'PUNCH'DATE). T. THE GENERAL CONTRACTOR SHALL INSTALL A LANDLORD AND CODE COMPLIANT TEMPORARY BARRICADE AS PEROT 0 REQUIRED BY THE LANDLORD OR NEXTORE PROJECT MANAGER, UNLESS THE PLANS SPECIFICALLY CALL OUT FOR THIS WORK TO BE BY OTHERS. 9. TURNOVER PROCEDURE: - .- . - `' U A. THE GC SHALL CALL THE THE NEXTORE P.M.TO CONFIRM THE TURNOVER DATE NO LATER THAN 10 WORKING _ LU U. GENERAL CONTRACTOR SHALL INSTALL A TEMPORARY ENTRANCE WITH DOORS,FRAMES AND LOCKS, UNLESS THE DAYS BEFORE TURNOVER. PLANS SPECIFICALLY CALL OUT FOR THIS WORK TO BE BY OTHERS. B. ALL CONSTRUCTION ITEMS,INCLUDING ITEMS ON THE INSTALLATION SCHEDULE ARE TO BE COMPLETED CONSTRUCTION TYPE: -IIB ACTIVE 2019 State of Oregon Structural Specialty Code,CHAPTER 29 SHEET# DRAWING TITLE V. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES THE LANDLORD'S TENANT BEFORE TURNOVER DAY. REVISION# DESIGN CRITERIA,THE LANDLORD'S CONSTRUCTION RULES AND REGULATIONS NEXTORE STANDARD SPECIFICATIONS, C. THE GC AND NEXTORE P.M.TO CONDUCT THE PUNCH WALKTHROUGH, NOTING ALL DEFICIENCIES AND TIMING EXISTING OCCUPANCY: M (MERCANTILE)[1064 SQ. FT.] NEXTORE N EXTORE LL NEXTORE'S STANDARD CONSTRUCTION CRITERIA AND ACCEPTED BEST CONSTRUCTION PRACTICES. THE GENERAL AR HU. CONTRACTOR SHALL BE RESPONSIBLE TO FILE ANY NEEDED"NOTICE OF COMMENCEMENT'OR OTHER FILINGS RELATED FOR RESOLUTION. PLUMBING FIXTURE OCCUPANT LOAD: (17 OCCUPANTS) 6 CREAMERY BROOK 4000 LUXOTTICA PLACE C IT ECTU RAL TO THE PROJECT IN THE APPROPRIATE OFFICES AND SHALL BE RESPONSIBLE TO POST SUCH NOTICES AT THE JOB SITE. D. A"SUBSTANTIAL COMPLETION"DOCUMENT WILL BE DISTRIBUTED TO THE GC.THE GC SHALL REMAIN ON SITE PROPOSED OCCUPANCY: M (MERCANTILE) [1064 SQ. FT./] 2902.2 SEPERATE FACILITIES EAST GRANBY, CT 06026 MASON, OH 45040 W.THE ALL WOOD CONST%IRON,INCLUDING BLOCKING LCEILING SHALL H LL BECOMBUSISTAE T TREATED(FRT). ALL NEW FRAMING UNTIL ALL"PUNCH LIST"ITEMS ARE COMPLETE AND THE NEXTORE PM HAS APPROVED ITEMS CONFIRMING BUILDING: -2019 STATE OF OREGON STRUCTURAL SPECIALTY CODE EXCEPTIONS#3.SEPARATE FACILITIES SHALL NOT BE REQUIRED IN 516.393.2484 513.765.6000 G001 GENERAL INFORMATION/COVER SHEET 1 THE COMPLETION OF THE"PUNCH LIST' BY GC. MERCANTILE OCCUPANCIES IN WHICH THE MAXIMUM OCCUPANT MECHANICAL: -2019STATEOFOREGONMECHANICALSPECIALTYCODE DESIGN AND CONSTRUCTION MANAGEMENT G002 RESPONSIBILITY SCHEDULE 1 X. THE GENERAL CONTRACTOR SHALL PRIOR TO BEGINNING ANY WORK,COORDINATE WITH THE LANDLORD OR ANY E. A COPY OF THE"CONFIRMED COMPLETION OF PUNCH UST"WILL BE GIVEN TO THE NEXTORE P.M.BY THE GC. LOAD IS 100 OR FEWER. AUTHORITY HAVINGNG JURISDICTION SLAB Oct AND§ET NGHE COSTS FOR,ALL EXPLORATIONS/X-RAYS REQUIRED FOR FIRE: -2014 OREGON FIRE CODE G003-G006 SPECIFICATIONS 1 Architect/ Engineer of Record � 10. SETDOWN FOR NEW CORPORATE STORES: PLUMBING FIXTURES:MERCANTILE OCCUPANCY Y. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL THEIR WORK AND THE WORK OF THEIR NEXTORE'S NEW STORE TEAM WILL DELIVER ALL REMAINING OWNER FURNISHED ITEMS TO THE STORE ON THE PLUMBING: -2017 OREGON PLUMBING SPECIALTY CODE SUBCONTRACTORS WITH THE STRUCTURE AND SHELL BUILDING ELEMENTS.THE GENERAL CONTRACTOR SHALL WATER CLOSETS 1 PROVIDED- UNISEX AX100 LEASE FLOOR PLAN 1 EVENING OF"TURNOVER"DAY.THE GC SHALL BE ON SITE ON THE DAY AFTER'TURNOVER',WITH ONE(1)PLUMBER ELECTRICAL -2017 OREGON ELECTRICAL SPECIALTY CODE IMMEDIATELY NOTIFY THE NEXTORE PROJECT MANAGER OF ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND THE BUILDING SHELL. AND ONE(1)ELECTRICIAN TO ASSIST THE SETDOWN TEAM TO RESOLVE ANY ISSUES.THE GC SHALL SUPPLY LAVATORIES 1 PROVIDED- UNISEX NOTE: Axzoo LEASE STRUCTURE PLAN 1 ' DUMPSTER FOR REMOVAL OF SETDOWN DEBRIS. ENERGY: -2019 OREGON ZERO ENERGY READY COMMERCIAL CODE ANY QUESTIONS REGARDING THESE CONSTRUCTION DOCUMENTS SHOULD BE Z. THE GENERAL CONTRACTOR SHALL PROVIDE ALL FIRE EXTINGUISHERS,CONCEALED BLOCKING AND SIGNAGE FOROREGON STRUCTURAL DE, H.11 DRINKING FOUNTAIN NOT REQUIRED DIRECTED TO THE NEXTORE PROJECT PLANNER FOR APPROPRIATE DIRECTION OF A100 FIXTURE-FLOOR PLAN 1 SAME AS REpUIRED.pUANTITIES SIZES AND LOCATIONS SHOWN IN THE DRAWINGS ARE ONLY SUGGESTED JUANTITIES, ACCESSIBILITY CODE: -2009 ICC/ANSI A117.1 SIZES AND LOCATIONS,THE MOST STRINGENT REQUIREMENT OF ANY BODY HAVING JURISDICTION SHALL PREVAIL. 11. SOUND SYSTEM: COMMUNICATION. A101 CONSTRUCTION FLOOR PLAN 1 C 0 R T L A Y 0 FIR A. THE GC SHALL BE RESPONSIBLE TO CONTACT NEXTORE PROJECT MANAGER 4 WEEKS PRIOR TO THE SERVICE SINK: NOT REQUIRED j THE GENERAL CONTRACTOR SHALL DESIGN INSTALL LOCATE RELOCATE,RECONFIGURE THE FIRE SPRINKLER AND ADDITIONAL CODES - FIRE ALARM SYSTEMS AS REQiIRED BY THE INTENT OF THESE CONSTRUCTION DOCUMENTS OR ANY CODE OR BODY SCHEDULED DATE TO ARRANGE FOR INSTALLATION. A102 REFLECTED CEILING PLAN 1 M Q R B A Y HAVING JURISDICTION OVER HE WORK.ALL FIRE SPRINKLER AND FIRE ALARM SYSTEM WORK SHALL BE'DESIGN BUILD'BY B. REMODELS AND RELOCATIONS:THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, A R C HI T E C T FIRE SPRIIENKLER SYSTEM/FIR(ALIARM SYSTEM NNOTES. GC TO COORDINATE WITH LANDLLORD REQUIRED ED VENDOR.TS(SEE STORAGE AND REINSTALLATION OF SYSTEM INCLUDING CD PLAYERS AND SPEAKERS)AT NEXTORE STORES SPRINKLERED:-YES,NFPA 13 NEXTORE PROJECT MGR. NEXTORE PROJECT PLANNER A103 FINISH PLAN AND SCHEDULE 1 DURING DURATION OF CONSTRUCTION. FIRE ALARM: -YES,NFPA 72 ANTONIO MANZANO JULIE NOTO A104 ELECTRIC/DATA DIMENSIONAL PLAN 1 711 N. FIELDER RD. AB. THE GENERAL CONTRACTOR SHALL,WITHOUT EXCEPTION,PROVIDE AND INSTALL ANY AND ALL DUST 954-665-9896 860-431-9646 PROTECTION,REQUIRED DURING CONSTRUCTION. FIRE EXTINGUISHERS:NFPA 10 ARLINGTON, TX 76012 12. SECURITY ALARM TRANSFER/MODIFICATION amanzano@nextoreretail.com JNoto@nextoreretail.com A200 INTERIOR ELEVATIONS1 PH: (817) 635-5696 AC. GENERAL CONTRACTOR TO PROVIDE ALL FLOOR PREPARATION AS NEEDED TO ASSURE COMPLIANCE WITH A. ALARM TRANSFER/MODIFICATION -GC SHALL CONTACT THE SECURITY VENDOR DURING ANY POINT IN EGRESS: OCCUPANT LOAD:TABLE 1004.1.2 FAX: 817 635-5699 FINISHED FLOORING MANUFACTURER SPECIFICATIONS. CONSTRUCTION THE GC DETERMINES THEY WILL NEED TO DISABLE OR RELOCATE ANY ALARM SYSTEM 100 SALES AREAS 887 S.F. /60 = 15 A201 TOILET ROOM PLAN,ELEVATIONS DETAILS 1 FAX: ( ) AD. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL CEILING WORK WITH THE COMPONENTS.GC SHALL AWAIT INSTRUCTIONS FROM THE'NEXTORE SECURITY LIAISON'BEFORE TAKING ANY 101 EMPLOYEE AREA/B.O.H. 177 S.F. /300 = 1 1 Seal A300 MEP DRAWINGS. ACTION ON THE SECURITY SYSTEM. 102 TOILET ROOM 64 S.F. /100 = 1 QED AE. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL LIGHTING WITH THE B. CAMERAS-GC SHALL CONTACT THE"NEXTORE LOSS PREVENTION MANAGER"TO COORDINATE THE TOTAL AREA 1064 S.F.GROSS 17 OCCUPANTS A400 WALL SECTIONS 1 ,G,�1Cj►""'" Q, ELECTRICAL DRAWINGS/REFLECTED CEILING PLAN. REINSTALLATION OF SECURITY CAMERAS ON REMODEL OR RELOCATION STORES THAT ALREADY HAVE NEXTORE STORE PLANNER PERMIT EXPEDITER 1i' 6% V EGRESS WIDTH PER OCCUPANT: AF. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL LIGHT FIXTURES CAMERAS IN PLACE AND ARE BEING DISTURBED DURING CONSTRUCTION. ALYSSA NASH TIM SCHENK A401 SECTIONS&DETAILS 1 SUPPORTS,INCLUDING ANY AND ALL SEISMIC REQUIREMENTS. 1005.3.2-0.15 INCHES PER PERSON(SPRINKLERED) 860-431-9641 ELDER-JONES BUILDING PERMIT SERV.,INC CORTLAN0MORGAN LU 13. AIR BALANCE REPORTS: ANash@nextoreretail.com 952-345-6040 A402a LED DISPLAY WALL SECTIONS&DEL P- 1 PR THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING REQUIRED FIRE RATINGS AND FIRE 1.)EGRESS COMPONENTS(SPRINKLERED) G.C.RESPONSIBLE TO OBTAIN CERTIFIED AIR BALANCING REPORT FROM A VENDOR INDEPENDENT FROM THE HVAC 0.15 INCHES PER OCCUPANT x 17 OCCUPANTS=2.55 INCHES(REQUIRED) A402b LED DISPLAY WALL SECTIONS&DETAILS 1 • y _V PROOFING IN ALL INSTANCES. tims@elderjones.com AH. ALL PENETRATIONS OF DEMISING WALLS ROOF AND FLOOR SHALL BE FIRE SAFE/PROOF PER CODES/LANDLORD CONTRACTOR. V� ARLINGTON,TEXAS • REQUIREMENTS.THE MOST STRINGENT REQUIREMENT SHALL PREVAIL. 2.)ACTUAL WIDTH PROVIDED: A402c 1 ✓I THROUGH ENTRY(1)PAIR T-0"DOORS = 68"CLEAR Q A403 CEILING DETAILS 1 AI. THE GENERAL CONTRACTOR SHALL REXENE UNLOAD,AND PROVIDE SAFE STORAGE OF ALL NEXTORE/NEXTORE 2-SGH4.5-G001-REV00 LANDLORD REQUIRED CONTRACTORS `SECTIONS&DETAILSy �3-a �'' SUPPLIED AND/OR INSTALLED MATERIAL. TRASH REMOVAL OF ALL BOXES/CRATES CONTAINING NEXTORE/NEXTORE TOTAL EGRESS WIDTH PROVIDED: = 68"CLEAR SUPPLIED AND ,OR INSTALLED MATERIAL INCLUDING BUT NOT LIMITED TO FLOORING,MILLWORK,LIGHTING, O HARDWARE,ACCESSORIES,EQUIPMENT, I'TC.SHALL BE BY THE GENERAL CONTRACTOR. TABLE 1006.2.1 SPACES WITH ONE EXIT:49 Occupants/75FT TRAVEL DISTANCE FIRE ALARM FIRE SPRINKLERS --- ' "`°`�- 4��{• _ SIEMENS BUILDING TECHNOLOGIES,INC WYATT FIRE PROTECTION N). NOTICE A INCIDENT:THE GENERAL CONTRACTOR SHALL VIA ELECTRONIC MEDIUM AND NEXTORE STANDARD 1018.3 AISLE SPACING (M&B)44" min. JUSTIN SCHMIDT GENE WYATT MECHANICAL, ELECTRIC, PLUMBING Architect/Engineer Job No.: NOTIFICATION AND REPORTING FORMS IMMEDIATELY NOTIFY THE FEDERAL, PROJECT MANAGER VE ANY INCIDENT INVOLVING THE PROJECT WHICH RESULYS IN CONTACT WITH ANY FEDERAL, STATE OR LOCAL GOVERNMENT AGENCY OR " ' "' "' "" LALLDL-0 - - � ` (503)207-1900 (503)684-2928 AS CALLED OUT IN NEXTORE'S OR THE LANDLORDS RULES, REGULATIONS OR POLICIES. 1020.4 DEAD ENDS:no dead ends in corridors more than 20 feet 21-005 _ EXCEPTIONS#2:where the building is equipped through-out with automatic M001 MECHANICAL GENERAL NOTES&DETAILS 1 RE WEEKLY PROGRESS PHOTOS DAILY REPORTS SAFETY INSPECTIONS,SCHEDULE UPDATES,CHANGE ORDER LOGS, sprinkler system the length of the dead-end corridors shall not exceed 50 feet. BARRICADE ROOFING M002 HVAC DETAILS 1 9 RFI LOGS AND TOOL BOX TOPICS SHALL BE SUBMITTED TO THE NEXTORE PROTECT MANAGER VIA PROJECT READY AS P Y 9 Nextore Store Design Revision No.: REQUIREb IN THE DOCUMENTS OR DIRECTED BY THE NEXTORE PROJECT MANAGER. CENTER STAGE CARLSON ROOFING COMPANY,INC. AL. FOR THOSE PROJECTS THAT ARE'OPEN REMODELS' STORES WILL REMAIN SPEN DURING REGULAR BUSINESS 1020.2 MINIMUM CORRIDOR WIDTH: VERONICA SPARROW (503)846.1575 M003 MECHANICAL SPECIFICATIONS 1 HOURS WHILE CONSTRUCTION IS IN PROGRESS.ALL DISTURBANCES TO SURROUNDING BUSINESSES AND AREAS MUST BE 44"Min. (503)207-1900 07 KEPT TO A MINIMUM.WORK DURING AN OPEN REMODEL IS TYPICALLY PERFORMED"AFTER NORMAL OPERATING HOURS." 36"Minimum for occupant load of less than 50 - M100 MECHANICAL HVAC DEMOLITION PLAN 1 GC MUST COORDINATE WITH NEXTORE PROJECT MANAGER AND OR STORE OPERATIONS MANAGER PRIOR TO CONSTRUCTION START.THERE SHALL BE NO UP-CHARGE SUBMITTED,ALLOWED,OR CONSIDERED FOR ANY SUCH AFTER 8-SGH4.5-GO01-REV00 11-SGH4.5-GO01-REVOO M200 MECHANICAL HVAC PLAN 1 HOURS WORK. - Nextore project SAFETY: E001 ELECTRICAL DETAILS 1 Number 82260 SAFETY OF ALL EMPLOYEES ASSOCIATES AND CUSTOMERS SHALL BER THE NUMBER ONE PRIORITY FOR ALL CONTRACTORS Brand Design Type: ON ANY NEXTORE PROJECT. OSHA REQUIREMENTS SHALL BE INCORPORATED INTO THE SCOPE OF WORK EVEN THOUGH '" - �"�" "'` " " '- � '" �- E002 ELECTRICAL DETAILS 1 THEY MAY NOT BE LISTED SEPARATELY. CONTRACTOR SHALL MAINTAIN A COPY OF THEIR SITE SPECIFIC SAFETY PLAN ON 9 CO M M E NT SGH 4.5 G+ SITE AT ALL TIMES "• • - E100 ELECTRICAL DEMOLITION PLAN ` VALIDITY OF PERMIT BYLANDLORD: E200 ELECTRICAL POWER/SYSTEM PLAN 1 ISSUED FOR: • NEW DEMISED SPACE BY LANDLORD E200 ELECTRICAL POWER/SYSTEM PLAN Ml Construction THE ISSUANCE OF A PERMIT NEW TOILET ROOM PROVIDED BY LANDLORD BASED ON CONSTRUCTION NEW ELECTRICAL SERVICE PROVIDED BY LANDLORD. E201 ELECTRICAL LIGHTING PLAN 1 DOCUMENTS AND OTHER BY TENANT OfFICI` COPY DATA SHALL NOT PREVENT NEW STOREFRONT E300 ELECTRICAL ROUGH-IN ELEVATIONS 1 • NEW INTERIOR PARITIONS T@de • . • - THE CODE OFFICIAL FROM E301 ELECTRICAL ROUGH-IN ELEVATIONS 1 GENERAL - CITY OF TIGARD,- REQUIRING THE CORRECTION NEW INTERIOR WALL AND FLOOR FINISHES • NEW INTERIOR CEILINGS AND LIGHTING p0p1 PLUMBING DETAILS 1 1tEVffiWED FOR CODE COMPLIANCE OF ERRORS. OSSC 105.4 RELATED INTERIOR ELECTRICAL INFORMATION • RELATED HVAC MECHANICAL WORK P100 PLUMBING PLAN 1 Arrrn.T4 - Til CITY OF TIrARD NEW LINEAR HVAC DIFFUSERS OTCs : ' I I - Apprro . -ining NEW STOREFRONT SIGNS FP100 FIRE PROTECTION PLAN 1 COVER SHEET Permit Ibt �_I_,n Q.lzL�.. Date. _ 3I ,? Addre•st Q,? R- -�cl s. 12f4- Initiais: At,/ 15 - D FERREL) U.B TTr:AM Date 1/29/21 Sheet Suite#i tYlyd.. A -FIRE SPRINKLER DESIGN(SEPARATE PERMIT) Drawn By Drat A- I -.I- STAFF G001 Checked By 1-SGH4.5-GO01-REV00 3-SGH4.5-GO01-REV00 - - - - _ 9-SGH4.5-GO01-REV00 12-SGH4.5-G001-REVOO 15-SGH4.5-GO01-REVOO CM DESIGN & CONSTRUCTION 1 µ . SPONSL T ME AL, ELECTRICAL, PLUMBING, RESPONSIBILITY „SCHEDU FSEERELATED� RE SHEETS PER TRADE NOTE:THE GENERAL CONTRACTOR SHALL VERIFY ALL ITEMS ON THIS SCHEDULE 2-SGH4.5-G002-REV00 FOR ACCURACY PRIOR TO BEGINNING CONSTRUCTION.ANY DISCREPANCIES T= TENANT MW= MILLWORKER - --- - - SHALL BE REPORTED TO NEXTORE PROJECT MANAGER IMMEDIATELY. GC= GENERAL CONTRACTOR N/A= NOT APPLICAE LE LL= LANDLORD V=VENDOR • +:e.Ma.,ORam:: 0•1513)70-soon DIVISION 01000 - GENERAL SUPL RN. wsn aG RELO REMARKS •. ...-...:- --:.,ExaGranby.aosc 0a0m au-wao BUILDING PERMIT T GC1 I I GC SHALL AMEND/PICK UP PERMIT&PAY ADD'TL FEES;FEES BILLABLE TO NEXTORE AT NET COST;VIA CHANGE ORDER#1 5 T O R E 43757 PROFESSIONAL CLEAN-UP,FINAL CLEANING GC GC (2)CLEANINGS REQUIRED.(1)PRIOR TO PUNCH&(1)AT TURNOVER Washington /� DEMOLITION N/A SPACE IS A RE-DEMISE-DEMOLITION TO HAVE BEEN COMPETED BY L.L.-MISC.AS REQUIRED BY G.C. V V a sh i n g to n Square TEMPOTHER PERMITS,FITIES/UTILTITES GC GC 9348 SW Washington Square Road ! OTHER PERMITS,FEES GC GC INCLUDING ALL LOCAL PEST CONTROL RE UIREMENTS PERMITS VERIFY RE UIREMENTS TEMPORARY BARRICADES(W/LUX BRAND SPECIFIC LOGO) T T LL BARICADE SHOULD BE EXISTING BY LANDLORD V.LF.OR BY BOSTON BARRICADE Tigard, OR 97223 TEMPORARY BARRICADES(W/LUX BRAND SPECIFIC LOGO) GC GC WHEN VENDOR OTHER THAN BOSTON BARRICADE IS TO BE USED Space: W 14A TRASH REMOVAL AND DUMPSTERS GC GC VERIFY TOWN AND LANDLORD REQUIREMENTS.GC.TO REMOVE/DISPOSE OF ALL BOXES/CRATES/TRASH OF TENANT SUPPLIED AND INSTALLED ITEMS,INCL.DISPLAY FIXTURES&HARDWARE.DAILY CLEAN REQUIRED. CUTTING AND PATCHING GC GC GC Construction for: RELOCATION OF EXISTING FIXTURES GC GC TO VERIFY UPON ARRIVAL ON JOB SITE THAT THE SITE HAS BEEN CLEARED OF ALL FIXTURES IN ORDER TO PERFORM AREA CONSTRUCTION.G.C.SHALL COORDINATE W NEXTORE PM FOR EXACT SCOPE PER PROJECT. SECURITY(ASSET PROTECTION COORDINATION) GC IF OVERNIGHTS REQUIRED,GC SHALL PAY APPROVED VENDOR&COORDINATE OVERNIGHT POWER W NEXTORE PM. INSURANCE GC GC TO ADD ADDITIONAL INSURED PARTIES,SUCH AS BRAND AND OR LUXOTTICA,ON CERTIFICATE OF LIABILITY INSURANCE. ACCESSIBILITY NOTES CERTIFICATES NEED TO BE SENT TO THE NEXTORE PROJECT MANAGER. 1. THIS PROJECT WILL COMPLY WITH ALL IAC 400.310 REQUIREMENTS UNDER IAC 400.320(n)-TENANT FINISHING WORK AND TEMPORARY CONSTRUCTION WINDOW VINYL N/A IAC 400.320(h)-BUSINESS AND MERCANTILE. 2. THIS PROJECT WILL COMPLY WITH ALL FEDERAL REQUIREMENTS UNDER ADAAG 4.1.3-NEW CONSTRUCTION AND DIVISION 03000 - CONCRETE SUPL RCV. INSTL EXG RELO REMARKS ADAAG 140-BUSINESS AND MERCANTILE. CONCRETE SLAB(NEW OR PATCH FILL) GC GC GC GC TO FIELD VERIFY EXIST.COND.TO DETERMINE EXTENT OF SCOPE.GC TO REPORT TO PROJECT MANAGER. 3. ALL DOORS LEADING TO REQUIRED ACCESSIBLE ROOMS AND SPACES SHALL BE A MIN.OF 3'4"WIDE, HAVE LEVER CUTTING OF EXISTING SLAB-TRENCHING OR CORE DRILLING GC GC GC COORD.W/LANDLORD&AFFECTED TENANTS.VERIFY W LL OPERATIONS PRIOR TO ANY CORING OR TRENCHING. OPERATED HARDWARE(OR EQUAL), HAVE A MIN.OPENING FORCES OF 5 LBF,AND FULLY COMPLY WITH IAC 400.310 0). Q V 4. ALL NEW OR ALTERED ENVIRONMENTAL CONTROL AND OPERATING MECHANISMS WILL COMPLY WITH IAC 400.310(r) CD STRUCTURAL CONCRETE&REINFORCING GC GC GC O Lr) SIDEWALK/ENTRY N/A (FRONT REACH BETWEEN 15"ANF 48"A.F.F.) 5. ANY NEW EMERGENCY WARNING ALARMS,WHERE PROVIDED,SHALL BE BOTH AUDIBLE AND VISUAL AND COMPLY O WITH LAC 400.810(s),THE VISUAL ALARMS WILL BE FLASHING TYPE WHERE THE FLASHING IS SYNCHRONIZED AND IN I�I1 ra SUPL RN. INSTL ERG RELO REMARKS COMPLIANCE FOR INTENSITY AND FREQUENCY. V J DIVISION 04000 - MASONRY Q CLEANING OF MASONRY N/A O CONCRETE MASONRY UNIT WALLS N/A 3-SGH4.5-G002-REV00 ` v J DMSION 05000 - MISC. METALS SUPL RCV. INSR EXG RELO REMARKS h n t O BASE BUILDING STRUCTURAL STEEL • "" "' " ' `�L/ I y CLE CE � .� STRUCTURAL STEEL AS REQUIRED FOR TENANT BUILD-OUT N/AT —_ _-... . ,� .. _...:_., : - .. .,„ >. _.,,. :. ., .....::;�. .... - 0 a METAL FABRICATIONS GC GC GC IF APPLICABLE IN PROJECT 24 min. SYMBOL DESCRIPTION SYMBOL DESCRIPTION .�. O EXPANSION JOINTS N/A PULL SIDE � PUSH SIDE PULL SIDE PUSH SIDE PULL SIDE X 610 �ELEVATION NO.(TYP.) m DECORATIVE METALS GC GC GC GC TO PROVIDE ITEMIZED PRICING FOR SUPPLY,PAINT,&INSTALL _ _ _ _ _ _ _ _ _ 54 min. — 24 min PUSH SIDE 4 WAY SECTION NO. x F_ — r 1 �—� r 1 SHEET NO. -0 O 18 min 1370 610 ELEVATION SECTION DIVISION 06000 - WOOD & PLASTICS PL RCV IN TL EXG RELO REMARKS O I I I } C ( SHEET NO. V ' N O BLOCKING/BACK PLATES(INCL FOR FIXTURES,SHELVES,SIGNS) GC GC GC FIRE RETARDENT WOOD AND OR METAL PER AUTHORITY HAVING JURISDICTION/LL of I 455 I I X y } E o m Kill �� o V ' Q o ROUGH CARPENTRY, FIRE RETARDANT LUMBER&PLYWD GC GC GC v '� FLOOR PROTECTION IF REQUIRED) GC GC GC DURABLE PROTECTION REQUIRED.PROVIDE WALK-OFF MAT AT BOTH SIDE OF ENTRY POINT(S)OF CONSTRUCTION AREA FINISH CARPENTRY GC GC GC - ELEVATION NO.(TYP.) DETAIL NO. .... FLOOR PREP GC GC GCWALL SECTION DETAIL NOTE:x=36 in.(915 mm)minimum OR ELEVATION if y=60 in.(1525 mm): x=42 in. - SHEET NO.(TYP.) SHEET NO. DIVISION 07000 - THERMAL& MOISTURE PROTECTION SUPL RCv. WSTL EXG RELO REMARKS NOTE:x=12 in.(305 mm)6 the door (1065 mm)minimum has both a closer and a latch if y=60 in.(1525mm) NOTE:y=48 in.(1220 mm) minimum SEALANTS,INSULATION,FIRE CAULKING&BLOCKING GC GC GC PROVIDE AS REQUIRED FOR SCOPE OF WORK if door has both a latch and a closer SYMBOL DESCRIPTION SYMBOL DESCRIPTION SPRAYED FIRE RESISTIVE MATERIALS N/ALETTERS"0" MATERIAL THROUGH PENETRATIONS FIRE STOP SYSTEM GC GC GC Front Approaches-Swinging Doors Hinge-side Approaches-Swinging Doors Latch-side Approaches-Swinging Doors &"I"NOT TO (REFER TO SCHEDULE) A U BATT INSULATION AND/OR SOUND ATTENUATION17 min. BE SED GC GC GC NOTE:All doors in alcoves shall comply BUILDING GRID LINES T T102 FINISH WATERPROOF MEMBRANE EXISTING BY LANDLORD IF APPLICABLE with clearances for front approaches. c c_ _ _ _ 430 1 FINISH Revisions: m G r-Clear (REFER TO SCHEDULE) Mark Date By DIVISION 08000 DOORS &WINDOWS SUPL RN. INSTL EXG RELO REMARKS rn ry NEW DOORS,FRAMES, HARDWARE GC GC GC UNLESS NOTED OTHERWISE. (SEE DOOR SCHEDULE SHEET A101) .D Floor , Q 189/21 STAFF Space 13 SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION so^sol[swNREmEwsET PANIC/SECURITY ALARM N/A L Counter WINDOW O DOOR O EQUIP,NUMBER ROOM NUMBER GC GC GC ALL DOOR LOCK CORES AND KEYS T GC GC C r ❑# ACCESS DOORS AND FRAMES I t / 30 min. Q 2/12/11 STAFF MILLWORK MIRRORS T GC W GC TO PROVIDE&INSTALL TOP MIRROR AS DESCRIBED IN CONSTRUCTION SET.FLUSH&EQUAL MUST BE MAINTAINED 760 0 48 min. 19 max. roost elo/L.L.REVIEW SET WITH FIXTURE BELOW. E o 1220 485 SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION OVERHEAD ROLLING SECURITY SHUTTERS N/A 30 min. v v Suggested 6 max.Tae Clearance SECURITY ALARM &SYSTEM T GC T 760 rv, Supply Lines Knee Clearance 150 O KEY NOTE 0 REVISION O WALL TYPE Q 2/18/21 STAFF METAL FINISHES MF-50&MF-51 GC GC GC 8 min 17 min.Lay.Depth PERMIT NEW STOREFRONT ALUMINUM FRAME OR CHANNELS T T T GC TO PROVIDE ITEMIZED PRICING FOR SUPPLY&INSTALL 205 430 NEW STOREFRONT GLAZING T T T GC TO PROVIDE ITEMIZED PRICING FOR SUPPLY&INSTALL Cabinet Heights Base Height Lavatory Clearances Q NEW STOREFRONT SWINGING DOORS AND HARDWARE T T T GC TO PROVIDE ITEMIZED PRICING FOR SUPPLY&INSTALL NOTE: LAVATORY HAS LEVER(OR EQUAL)FAUCET HARDWARE.SEE PLUMBING SHEET. SECURITY FILM N/A PIPES UNDER THE SINK ARE INSULATED BY GC. RESTROOM MIRRORS GC GC GC EX.RESTROOM BY L.L.VERIFY ALL FIXTURES IN FIELD 1 SALES FLOOR WALL&DOOR MIRRORS, FINISH MIR-50 GC GC GC GC TO PROVIDE AND INSTALL MIRRORS&HANGING HARDWARE/ADHESIVE AS REQUIRED 4-SGH4.5-G002-REV00 7-SGH4.5-G002-REV00 QS DIVISION 9 0 - FINI SUPL RCV. INST EXG RELO REMARKS DEMISING PARTITIONS(STUDS&INSTALLATION) SPACE IS A RE-DEMISE ALL EXISTING DEMISING WALL PARTITIONS TO BE COMPLETE BY L.L. DEMISING PARTITIONS(GYPSUM WALLBOARD) SPACE IS A RE-DEMISE ALL EXISTING DEMISING WALL PARTITIONS TO BE COMPLETE BY L.L. DRYWALL CEILING,WALLS, ENCLOSURES&REQ'D FRAMING GC GC GC DOORS ENTRANCES. CLOSERS. Architect/ Engineer of Record ACOUSTICAL CEILING TILES&GRID GC GC GC ALL PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES THE MAXIMUM EFFORT TO OPERATE DOORS CANNOT EXCEED 8.5 PAINTING,FINISHING,VARNISH,SEALER, ETC. GC GC GC ARE REQUIRED TO BE MADE ACCESSIBLE.A PRIMARY POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIORN FLOOR TRANSITIONS/VINYL TILE/VINYL WALL BASE GC GC GC ENTRANCE IS DEFINED AS,'...ANY ENTRANCE TO A FACILITY DOORS. REQUIRED FIRE DOORS MAY REQUIRED UP TO 15 POUNDS O PORCELAIN/CERAMIC FLOOR TILE T GC GC WHICH HAS A SUBSTANTIAL FLOW OF PEDESTRIANS TO PRESSURE.THE PRESSURE IS TO BE MEASURED AT RIGHT ANGLES TO / / GROUT AND THINSET FOR TILE&ACCESSORIES - GC GC GC ANY SPECIFIC MAJOR FUNCTION OF THE FACILITY.' HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR // t // 6 —- - - - - - - - - — REVOLVING DOORS CAN NOT BE USED AS A REQUIRED FOLDING DOORS.COMPENSATING DEVICES OR AUTOMATIC DOOR FAUX BRICK WALL PANELS GC GC GC ENTRANCE FOR THE HANDICAPPED.RECESSED DOORMATS OPERATORS MAY BE UTILIZED TO MEET THE REQUIREMENTS.IF A 90' STOREFRONT BULKHEAD-MALL ARE REQUIRED TO BE ANCHORED TO PREVENT DOOR HAS A CLOSER,THEN THE SWEEP PERIOD OF THE CLOSER CI C 0 R T L A N D WALL BASE GC GC GC INTERFERENCE WITH WHEELCHAIR TRAFFIC. SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 j fl& j NI O R G A N FIBERGLASS REINFORCE PANELS IN TOILET ROOM PROVIDED BY LANDLORD DEGREES,THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO Sg I I A R C H I T E C T STOREFRONT TILE T GC GC DOOR WIDTHS AND HEIGHTS. A POINT 3 INCHES(75 mm)FROM THE LATCH,MEASURED TO THE I WOMEN MEN REQUIRED EXIT DOORWAYS ARE REQUIRED TO HAVE A LEADING EDGE OF THE DOOR. , MALL FLOORING GC GC GC WHEN REQUIRED.GC TO OBTAIN FROM LANDLORD OR MATCH WITH LANDLORD APPROVAL. CLEAR OPENING NOT LESS THAN 34 INCHES WIDE.FOR 2-10" ____ _ _ _ _ _ _ _ RLI T FIELDER RD. WALK-OFF MAT N/A ARLINGTON, TX 7696 HINGED DOORS,THE OPENING IS MEASURED WITH THE THRESHOLDS. CLEAR BRAILLE SIGN PER 2010 DOOR AT A 90 DEGREE ANGLE FROM ITS CLOSED POSITION. THRESHOLDS ARE REQUIRED TO BE NO MORE THAN 1/2 INCH HIGH. LEVER HANDLE ADA REQ'TS PH: (817) 635-5696 AT LEAST ONE OF A PAIR OF DOORS,INCLUDING BEVEL OR SLOPE THE EXPOSED EDGE AT AN ANGLE NOT EXCEEDING DIVISION 10000 - SPECIALTIES SUPL RN. MR EKG RELO REMARKS AUTOMATIC DOORS,HAS TO PROVIDE THE 32 INCH CLEAR 45 DEGREES SO THAT NO SINGLE VERTICAL CHANGE OF ELEVATION WOMEN'S MEN'S MEN'S/WOMEN'S RESTROOM SIGNAGE FAX: (817) 635-5699 RETAIL WALL SIGNAGE T T T G.C.TO COORDINATE SIGN INSTALLATION OPENING.DOOR HEIGHTS ARE REQUIRED TO BE A MINIMUM EXCEEDS 1/4'INCH. OF 80 INCHES. 1. EXIT DOORS,TOILET ROOM AND CHANGING ROOM DOOR TO LEVER HANDLE GRAPHIC HOLDER T GC GC SEE FIXTURE PLAN FOR MORE INFORMATION BE OPERABLE FROM INSIDE WITHOUT SPECIAL KNOWLEDGE, GRAPHICS T GC T SEE FIXTURE PLAN FOR MORE INFORMATION HARDWARE. FORCE OR NEED OF KEY. NOTE: X �1 ACCESSIBILITY SIGNAGE T GC GC SEE FIXTURE PLAN FOR MORE INFORMATION HAND ACTIVATED DOOR OPENING HARDWARE IS REQUIRED 2. SEE SPECIFICATION SHEET FOR RESPONSIBILITIES. ALL SIGNAGE SHALL CONFORM WITH ADA _ l l CORTLAND MORGAN STORAGE AREA SHELVING UNITS T GC GC TO BE CENTERED BETWEEN 30 AND 44 INCHES HIGH. 3. ALL HARDWARE TO BE LEVER TYPE. ACCESSIBILITY GUIDELINES,INCLUDING I yy t SURFACE MTD.STANDARDS&SHELVING GC GC GC LATCHING AND LOCKING DOORS THAT ARE HAND BUT NOT LIMITED TO PROPORTION, 1�3 ``I l7 I • y FIRE EXTINGUISHERS GC GC GC SUGGESTED LOCATION ON PLAN -VERIFY LOCAL REQUIREMENTS ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL HAVE ENTRANCE SIGNS. COLOR CONTRAST AND RELIEF AND I I ARLINGTON,TEXAS • TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE LEVER o RLSTRaoM 2 GLAZING FILM -GRAPHIC T T T ALL BUILDINGS ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE GRADE 2 BRAILLE REQUIREMENTS. I �J 2HARDWARE,BY PANIC BARS, PUSH-PULL ACTIVATING BARS, BY PHYSICALLY HANDICAPPED PERSONS SHALL BE IDENTIFIED WITH 2'-6" STOREFRONT SIGNAGE T T T 1 OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL TO 3'-8" STOREFRONT DISPLAY HANGING GRID T GC GC WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING DIRECTIONAL SIGNS,AS REQUIRED,TO BE VISIBLE TO PERSONS BRAILLE SIGN PER 2010 OF OF GLAZING FILM -SOLAR CONTROL N/A HARDWARE.LOCKED EXIT DOORS ARE REQUIRED TO ALONG APPROACHING PEDESTRIAN WAYS. ADA REQ'TS AWNINGS N/A OPERATE AT DESCRIBED ABOVE IN THE DIRECTION OF UNISEX RESTROOM SIGNAGE RESTROOM ACCESSORIES&HARDWARE GC GC IGC I EX.RESTROOM BY L.L.VERIFY ALL FIXTURES IN FIELD EGRESS. LED PANELS&ACCESSORIES T GC T GC TO PROVIDE SECURE AREA FOR STORAGE.GC TO DISPOSE OF PACKAGING FOLLOWING VENDOR UNPACKAGEING. Architect/Engineer Job No: DATA&POWER BY GC.GC TO PROVIDE DATA UNE CONDUIT FROM LED PANELS TO COMPUTER. 21-005 STOREFRONT ACCENT LED STRIP LIGHTS, CHANNELS,&LENS GC GC IGC UGHTBOX T GC GC 5-SGH4.5-G002-REV00 8-SGH4.5-G002-REV00 Nextore Store Design Revision No.: DMSION 12000 - FURNISHINGS SUPL RN. INSn EXG RELO REMARKS G F O / MILLWORK(RETAIL) T GC T RECEIVED&OFFLOADED BY G.C./UNCRATED&INSTALLED BY TENANT.CONSULT NEXTORE PM FOR POSSIBLE INSTALLATION �,: ,. - ,x` _ REQ..DISPOSAL OF CRATING BY G.C. T T EQUIPMENT POSE - DRINKING FOUNTAIN NOTES FOR LOW DRINKING FOUNTAIN: ADA AMERICANS WITH DISABILITIES ACT LOC. LOCATION Q T G.C.TO COORDINATE RELOCATION TO NEW CASHDESK Nextore project MERCHANDISE PROPS T GCI T I I G.C.RESPONSIBLE FOR DISPOSING OF PACKAGING DEBRIS UPON TENANT UNPACKAGING. ADJ. ADJACENT MEP MECHANICAL ELECTRICAL PLUMBING Number 82260 FURNITURE(CHAIRS,BENCHES,TABLES,ETC.) T GC T 1.THE SPOUT SHALL PROVIDE A FLOW OF WATER 4INCHES MIN.IN HEIGHT.THE A.F.F. ABOVE FINISHED FLOOR MECH. MECHANICAL ANGLE OF THE WATER STREAM FROM SPOUTS WITHIN 3 INCHES OF THE FRONT OF 15" 15" CLG. CEILING MTL. METAL Brand Design Type: STAPLES PURCHASED ITEMS T T T I I THE DRINKING FOUNTAIN SHALL BE 30 DEGREES MAX.AND FROM SPOUTS C.J. CONTROL JOINT MISC. MISCELLANEOUS WALK-OFF MAT N/A BETWEEN 3INCHES AND 5INCHES FROM THE FRONT OF THE DRINKING FOUNTAIN DRINKING COL. COLUMN N.I.C. NOT IN CONTRACT SGH 4.5 G+ TOILET ACCESSORIES EX.RESTROOM BY L.L.VERIFY ALL FIXTURES IN FIELD SHALL BE 15 DEGREES MAX.MEASURED HORIZONTALLY RELATIVE TO THE FRONT FOUNTAIN CONC. CONCRETE N.T.S. NOT TO SCALE MANAGER'S COUNTER(S) FACE OF THE DRINKING FOUNTAIN. CONT. CONTINUOUS NO. NUMBER ISSUED FOR: O O MILLWORK(EMPLOYEE AREA) T GC GC DIM. DIMENSION O.C. ON CENTER ®Construction T REFRIGERATOR&MICROWAVE GC GC 2.CONTROLS SHALL BE FRONT MOUNTED OR SIDE MOUNTED NEAR THE FRONT �❑ DWG. DRAWING PL. PLASTIC EDGE.SPOUTS SHALL BE NO HIGHER THAN 36'MEASURED FROM THE FLOOR OR ¢ O � � EA EACH RM. ROOM DISPLAY MONITORS T T T GROUND SURFACES TO THE SPOUT OUTLET. HIGH I LOW p ELEC. ELECTRIC R.O. ROUGH OPENING 30"x48" ( u 0 z EQ. EQUAL SHLV SHELVES 3.WALL AND POST MOUNTED CANTILEVERED UNITS SHALL HAVE A CLEAR KNEE CLEAR ry, O EQUIP. EQUIPMENT SIM. SIMILAR SPACE BETWEEN THE BOTTOM OF THE APRON AND THE FLOOR OR GROUND AT FLOOR Tg EXT'G. EXISTING STL STEEL Title LEAST 27"HIGH,30"WIDE,AND 17-19"DEEP. SUCH UNITS SHALL HAVE A I AREA I APRON F.E. FIRE EXTINGUISHER STRL. STRUCTURAL MINIMUM CLEAR FLOOR SPACE 30"X 48"TO ALLOW A PERSON IN A WHEEL-CHAIRL _ _ _ J wig YF FIN. FINISH TME. TO MATCH EXISTING RESPONSIBILITY TO APPROACH THE UNIT FACING FORWARD. PLAN ELEVATION FUR. FLOOR T.O.W. TOP OF WALL G.C. GENERAL CONTRACTOR TYP. TYPICAL SCHEDULE 4.THE FOLLOWING KNEE CLEARANCE IS REQUIRED UNDERNEATH THE FOUNTAIN: GWB GYPSUM WALLBOARD U.L. UNDERWRITERS LABORITORIES 27"MIN.FROM THE FLOOR TO THE UNDERSIDE OF THE FOUNTAIN WHICH H.M. HOLLOW METAL U.N.O. UNLESS NOTED OTHERWISE EXTENDS 8"MIN.MEASURED FROM THE FRONT EDGE UNDERNEATH THE WHEN APPLICABLE IN PROJECT HT. HEIGHT VERT VERTICAL _ FOUNTAIN BACK TOWARDS THE WALL;IF A MIN.9"OF TOE CLEARANCE IS HVAC HEATING/VENT./AIR CONDITIONING W/ WITH Date Sheet PROVIDED,A MAX.OF 6'OF THE 48'OF CLEAR FLOOR SPACE REQUIRED AT THE INT. INTERIOR WD WOOD 1/29/21 FIXTURE MAY EXTEND INTO THE TOE SPACE. LAM. LAMINATE Drawn By 1-SGH4.5-G002-REV03 6-SGH4.5-G002-REV00 9-SGH4.5-G002-REVOO STAFF 0002 Checked By CM DESIGN & CONSTRUCTION SPECIFICATIONS (1 OF 4) MANAGEMENT: NRE DIVISION 01000 - GENERAL REQUIREMENTS 2. DESIGN LOADS: LOADS AND CODE RESTRICTIONS FOR ALL DESIGN 01700 CLEANING /ADJUSTING / MAINTENANCE / WARRANTIES 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR PATCHING, REPAIRING AND DIVISION 04000 - MASONRY •,, 113,765-M 01000 GENERAL NOTES CONSIDERATIONS SHALL CONFORM TO THE LOCAL AND STATE CODES AND PART 1 - GENERAL LEVELING OF THE EXISTING FLOOR SLAB, REPAIR OF DEMISING WALLS AND NO WORK UNDER THIS SECTION •b Creamer,Brook Ean Grana NCT 060:6 0rl(88%413-9 PART 1 - GENERAL ALL GOVERNING CODES. A. FINAL CLEANING ROOF DECK AFTER COMPLETION OF ALL DEMOLITION AND PRIOR TO THE STORE #37 57 A. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE A. TRASH REMOVAL 1. CONDUCT CLEANING AND REMOVE WASTE AND SURPLUS MATERIALS, COMMENCEMENT OF NEW CONSTRUCTION.000RDINATE WITH LANDLORD DIVISION 05000 - METALS Square Washington $ COMPLIMENTARY. SPECIFIC INFORMATION MAY BE FOUND IN EITHER OR 1. ALL TRADES SHALL CONFINE CONSTRUCTION WORK TO WITHIN LEASED RUBBISH AND CONSTRUCTION DEBRIS FROM SITE TO COMPLY WITH LOCAL RESPONSIBILITY IN PERFORMING ANY AND ALL ROOF WORK. 05120 STRUCTURAL STEEL q BOTH. PREMISES AS MUCH AS POSSIBLE AND SHALL WORK IN AN ORDERLY MANNER LAW, ORDINANCE FEDERAL AND ENVIRONMENTAL AND ANTIPOLLUTION PART 1 - GENERAL 9348 SW Washington Square Road B. BIDDING CONTRACTORS SHALL INCLUDE ALL LABOR, MATERIALS, REMOVING TRASH AND DEBRIS FROM PROJECT ON A DAILY BASIS INCLUDING REGULATIONS. DMSION 03000 - CONCRETE A. PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY FOR Tigard, OR 97223 SCAFFOLDING, CRANES, EQUIPMENT FASTENERS ETC. NECESSARY FOR TRASH AND DEBRIS GENERATED BY TENANT SUPPLIED AND/OR INSTALLED 2. PROVIDE A PROFESSIONAL CLEANING SERVICE TO EXECUTE FINAL COMPLETE INSTALLATION OF STEEL FRAMING AND SUPPORT MEMBERS, Space: W14A COMPLETION AND FINAL COMPLETE TURNOVER OF AN OPERATIONAL RETAIL ITEMS. AT NO TIME WILL PIPES, WIRES, BOARD, OR OTHER CONSTRUCTION CLEANING PRIOR TO TURN-OVER. 03300 CAST-IN-PLACE CONCRETE ANGLES, PLATES, ANCHOR BOLTS REQUIRED FOR THE CONNECTION, SETTING FACILITY. MATERIALS CROSS PUBLIC AREAS WHERE HARM COULD BE CAUSED TO THE 3. CLEAN EXPOSED EXTERIOR AND INTERIOR HARD-SURFACED FINISHED PART 1 - GENERAL AND BEARING OF COMPLETE STRUCTURE AS SHOWN ON THE DRAWINGS OR Construction for: C. THE TENANT HAS INDICATED AN INTENTION TO USE AMERICAN PUBLIC. TO A DIRTY-FREE CONDITION,FREE OF STAIN, FILMS, AND SIMILAR FOREIGN A. PROVIDE AND INSTALL CONCRETE AS INDICATED ON THE DRAWINGS. SPECIFIED HEREIN. INSTITUTE OF ARCHITECTS DOCUMENT A-107 "GENERAL CONDITIONS OF THE 2. MALL DOORS ARE NOT TO BE PROPPED OPEN BY CONSTRUCTION SUBSTANCES. B. CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF B. SEE STRUCTURAL DOCUMENTS FOR ADDITIONAL SPECIFICATIONS / CONTRACT FOR CONSTRUCTION" AS PART OF THE CONTRACT DOCUMENTS WORKERS AT ANY TIME. 4. REPLACE AIR FILTERS. "AMERICAN CONCRETE INSTITUTE" CODES AND STANDARDS INCLUDING ACI STANDARDS. FOR THIS WORK. 3. THERE WILL BE NO STORAGE OF MATERIAL OR RUBBISH IN CORRIDORS 5. LEAVE PROJECT CLEAN AND READY FOR OCCUPANCY. C. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE D. ALL PERSONS INTENDING TO PROVIDE GOODS OR SERVICES IN OR OTHER LANDLORD AREAS AT ANY TIME. IF DEBRIS IS FOUND IN THIS AREA, 301, ACI 315, AND ACI 318. A. ADJUSTING AFTER THE PROJECT IS FULLY COMPLETED. IT IS THE CONTRACTOR'S SOLE CLASS 13000 PSI INTERIOR CONCRETE STRENGTHS ARE AS FOLLOWS: CONNECTION w/THE WORK ARE ADVISED TO READ AND UNDERSTAND THE IT WILL BE REMOVED AT THE EXPENSE OF THE GENERAL CONTRACTOR. 1. ADJUST OPERATING PRODUCTS AND EQUIPMENT TO ENSURE SMOOTH C. RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND UIRED PER LANDLORD SPECIFICATIONS RE OR MIN. Q .) APPLICABLE ADA DOCUMENTS PRIOR TO PROCEEDING. 4. ALL SUB TRADES SHALL COORDINATE REMOVAL OF DEBRIS AND AND UNHINDERED OPERATION. SLABS ( TO INSURE STABILITY OF THE BUILDING AND ITS COMPONENT PARTS AND w= o E. THE TENANT HAS AWARDED SEPARATE CONTRACTS FOR SOME GARBAGE GENERATED BY THEIR TRADES WITH THE G.C. C. OPERATION AND MAINTENANCE DATA D. REINFORCEMENT (PER LANDLORD REQUIREMENTS) ADEQUACY OF TEMPORARY SUPPORT DURING ERECTION. THIS INCLUDES THE o CONSTRUCTION WORK THAT WILL BE CONDUCTED SIMULTANEOUSLY WITH 5. THE G.C. SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL DEBRIS 1. SUBMIT DATA BOUND IN 8-1/2x11 INCH TEXT PAGES, THREE D SIDE RING E. BONDING AGENT (IF REQUIRED) ADDITION OF WHATEVER TEMPORARY BRACING, GUY OR TIE DOWNS MIGHT BE 00 WORK UNDER THIS CONTRACT. GENERAL CONTRACTOR MUST COOPERATE INCLUDING PACKAGING MATERIAL OF MILLWORK. BINDER WITH DURABLE PLASTIC COVERS. 1. "SONOBOND" EPDXY CONCRETE BONDING AGENT OR EQUAL NECESSARY. SUCH MATERIAL IS NOT SHOWN ON DRAWINGS. IF APPLIED, ,.^ LE WITH ALL OTHER CONTRACTORS SO THAT WORK UNDER THOSE CONTRACTS 2. PREPARE BINDER COVER WITH PRINTED TITLE "OPERATION ANDa. MANUFACTURER: CHEMTREX, INC. THEY SHALL BE REMOVED AS CONDITIONS PERMIT AND SHALL REMAIN v , :10 0 MAY BE CARRIED OUT SMOOTHLY, WITHOUT INTERFERING WITH, OR DELAYING D. ROOF CUTTING AND PATCHING MAINTENANCE INSTRUCTIONS", WITH TITLE OF PROJECT, LOCATION AND DATE. 889 VALLEY PARK DRIVE CONTRACTOR'S PROPERTY. m WORK UNDER THIS CONTRACT. 1. CUTTING AND PATCHING FOR ALL ROOF OPENINGS SHALL BE THE HARD COPY BINDER SHOULD BE RETAINED ON SITE FOR STORE D. PROVIDE OPENINGS AND SPECIAL FRAMING REQUIRED BY OTHER F. PRIOR TO START OF CONSTRUCTION, GENERAL CONTRACTOR SHALL PERFORMED BY LANDLORDS ROOFING CONTRACTOR, IF SO REQUIRED BY THE SHAKOPEE, MINNESOTA 55379-1854 Q MANAGER'S USE, A COPY SHOULD ALSO BE SENT TO THE CONSTRUCTION TRADES. MECHANICAL FRAMING LOADS, OPENINGS, AND STRUCTURE RELATED � v ARRANGE A MEETING WITH LANDLORD'S CONSTRUCTION REPRESENTATIVE TO LANDLORD, ENGAGED AND PAID BY GENERAL CONTRACTOR. PROJECT MANAGER VIA EMAIL AS A FILE COPY. TO MECHANICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. o a _ REVIEW AND ESTABLISH ALL LANDLORD REQUIREMENTS. THIS INCLUDES, BUT IS 2• THE LANDLORDS ROOFING CONTRACTOR WILL, AT SUBTRADES WRITTEN D. WARRANTIES AND BONDS 2. CONSULT MANUFACTURER FOR APPLICATION PROCEDURE. CONTRACTOR SHALL OBTAIN WRITTEN SIGN-OFF FROM MECHANICAL AND NOT LIMITED TO, THE FOLLOWING: ALL CONSTRUCTION, SCHEDULES, REQUEST AND COST, PROVIDE THE OPENINGS, ANCHORING DEVISES, CURBS, 1. EXECUTE AND ASSEMBLE TRANSFERABLE WARRANTY DOCUMENTS FROM ASTM C881 OTHER TRADES FOR SPECIFIC REQUIREMENTS BEFORE PROCEEDING WITH SUCH .o WORKMAN PARKING, DELIVERY AND STORAGE OF MATERIALS, SAFETY FLASHINGS, PATCHING, ETC., AS REQUIRED FOR TENANTS EQUIPMENT SO AS SUBCONTRACTORS, SUPPLIERS, AND MANUFACTURERS. WORK, ARCHITECT'S OR ENGINEER'S APPROVAL OF ERECTION AND SHOP -0 n PROTECTION, TRASH REMOVAL, SECURITY, AND DOCUMENTS REQUIRED FOR TO MAINTAIN THE INTEGRITY AND GUARANTEE OF THE ROOF. ALL SUBTRADES F. VAPOR BARRIER DRAWINGS SHALL NOT RELIEVE CONTRACTOR FROM THIS RESPONSIBILITY. 9) n o FINAL LANDLORD SIGN-OFFS. GENERAL CONTRACTOR IS TO NOTIFY TENANT'S SHALL INCLUDE THE COST OF SUCH OPENINGS, ETC. IN THEIR PROPOSALS TO END OF DIVISION 1. SLAB ON GRADES TO RECEIVE 6 MIL. CLEAR OR BLACK POLYETHYLENE E. VERIFY THE EXACT SIZE AND LOCATION OF ALL OPENINGS PRIOR TO Q v TO THE GENERAL CONTRACTOR DURING BIDDING. SUBTRADES SHALL FABRICATION OF STEEL FRAMING MEMBERS. CONSTRUCTION MANAGER IMMEDIATELY OF ANY ITEM THAT MAY AFFECT THE COORDINATE WITH THE LANDLORD AND/OR ROOFING CONTRACTOR AND FILM WITH MINIMUMOF 12" OVERLAP. TAPE ALL SEAMS. DESIGN INTENT OF THE DRAWINGS, OR RESULT. DIVISION 02000 - SITE WORK F. SHOP DRAWINGS: SUBMIT STAMPED/SEAL SHOP DRAWINGS TO G. ANY ITEMS DIRECTED BY LANDLORD, INSPECTORS, OR ANY OTHER ALSO REIMBURSE HIM FOR SAME. 02060 BUILDING DEMOLITION PART 2 - PREPARATION / EXECUTION ARCHITECT INDICATING SHOP AND ERECTION DETAILS, INCLUDING CUTS, AUTHORITY THAT AFFECTS THE DESIGN INTENT OF THE DRAWINGS, OR 3. ROOF REPAIRS OR PENETRATIONS REQUIRED BY REMOVAL OR PART 1 - GENERAL A. CONCRETE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR CONNECTIONS, HOLES, THREADED FASTENERS AND WELDS. RESULTS IN ADDITIONAL COSTS OR SCHEDULE DELAYS SHOULD NOT BE RELOCATION OF EXISTING EQUIPMENT OR INSTALLATION OF NEW EQUIPMENT A. SELECTIVE DEMOLITION STRENGTH, CONSISTENCY PROPORTIONS AND HANDLING OF CONCRETE. G. PRE-ASSEMBLE ITEMS IN SHOP TO GREATEST POSSIBLE EXTENT TO PERFORMED UNTIL RECEIPT OF APPROVAL BY TENANT'S CONSTRUCTION (CUTTING OF ROOF AND DECK MATERIAL AND/OR REPAIR OF THE SAME) SHALL 1. THIS SECTION IS INCLUDED FOR GENERAL REFERENCE OF WORK TO BE B. VERIFY THAT COMPACTED GRANULAR BASE IS IN PLACE AND READY TO MINIMIZE FIELD SPLICING AND ASSEMBLY. DISASSEMBLE UNITS ONLY AS MANAGER. ALL CHANGES MUST IMMEDIATELY BE SUBMITTED IN WRITING TO BE COORDINATED WITH THE LANDLORD'S REPRESENTATIVE. REMOVED BY THE GENERAL CONTRACTOR. SUPPORT PAVING AND IMPOSED LOADS. NECESSARY FOR SHIPPING AND HANDLING LIMITATIONS. CLEARLY MARK UNITS TENANT'S CONSTRUCTION MANAGER FOR REVIEW. SUBMISSION SHALL F. DELIVERIES 2. CONSULT DEMOLITION PLANS INCLUDED WITH PROJECT DOCUMENTS C. VERIFY GRADIENT AND ELEVATIONS OF BASE ARE CORRECT. THICKNESS FOR RE-ASSEMBLY AND COORDINATE INSTALLATION. INCLUDE A GENERAL DESCRIPTION OF THE WORK REQUESTED, SIGNED BY THEH. WELDING PROCEDURES, WELDERS, WELDING OPERATIONS AND TACKERS Revisions: 1. GENERAL CONTRACTOR IS RESPONSIBLE FOR UNLOADING ALL TENANT FOR ADDITIONAL NOTES AND SITE SPECIFIC ITEMS. AND REINFORCING AS SHOWN ON DRAWINGS. REQUESTING AUTHORITY. IN ADDITION, SUBMISSION MUST INCLUDE A LABOR PROVIDED ITEMS AT THE JOB SITE INCLUDING A HEAVY AMOUNT OF 3. DEMOLITION INCLUDES REMOVAL OF THE EXISTING INTERIORS, IF D. IMMEDIATELY AFTER PLACEMENT, PROTECT PAVEMENT FROM SHALL BE QUALIFIED IN ACCORDANCE WITH AWS-D1.1- "STRUCTURAL Mark Date By AND MATERIAL COST BREAKDOWN AND THE IMPACT TO THE CONSTRUCTION MILLWORK WHICH IS TENANT SUPPLIED. THESE TENANT SUPPLIED ITEMS SHALL REQUIRED, BUT NOT LIMITED TO INTERIOR PARTITIONS, CABINETS, SUSPENDED MECHANICAL INJURY. WELDING CODE". 0 129/21 STAFF SCHEDULE. BE THE G.C.'S RESPONSIBILITY TO UNLOAD, STORE, AND DELIVER TO PROPER CEILING TILE, ELECTRICAL, MECHANICAL, ETC., AS REQUIRED, AS SHOWN OR AS E. DEPOSIT CONCRETE WITHIN ANY ONE SECTION CONTINUOUSLY SO I. "HOT WORK PERMIT" SHOULD BE PULLED AS NEEDED AND REQUIRED. HOT AND 9G%DESIGN REVIEW SET 01005 CONTRACTORS USE OF THE PREMISES. WELDING WORK, SHOULD BE EXECUTED PER LL. RULES AND REGULATIONS. STORE AREAS WHEN REQUIRED. SEE TITLE SHEET, "GENERAL NOTES", FOR DIRECTED. THAT NO CONCRETE WILL BE PLACED ON OLDER CONCRETE WHICH HAS SET ; PART 1 - GENERAL J. FABRICATOR SHALL BE A MEMBER OF AMERICAN INSTITUTE OF STEEL Q 2/12/21 STAFF A. THE GENERAL CONTRACTOR AND ALL CONTRACTORS BIDDING ON THIS ADDITIONAL NOTES, PROCEDURES, AND RESPONSIBILITIES. 4. ALL ITEMS INDICATED OR REQUIRED TO BE DEMOLISHED OR REMOVED SUFFICIENTLY TO RESULT IN SEAMS AND PLANES OF WEAKNESS WITHIN CONSTRUCTION. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE TO BE LEGALLY DISPOSED OF IN COORDINATION AND COMPLIANCE WITH ALL SECTION. 100%BID J L.L.REVIFW SET PROJECT SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ACTUAL K. FABRICATE STRUCTURAL STEEL IN ACCORDANCE WITH AISC zJ1e21 STAFF ACCEPTABLE HOURS FOR DELIVERY AND LOCATION OF DELIVERY OF BUILDING LANDLORD PROCEDURES AND REGULATIONS. F. PLACE SLABS FOR FULL THICKNESS IN ONE OPERATION, WITHOUT JOB CONDITIONS AND TO CHECK FOR ANY INTERFERENCE BETWEEN THEIR PRODUCTS AND TENANTS ITEMS WITH LANDLORD'S REPRESENTATIVE. 5. GC TO COMPLY WITH ANY DEBRIS,/rRASH SEPARATION REQUIREMENTS IN CHANGES IN PROPERTIES; SCREED TO PROPER ELEVATION; FLOAT AND LIGHTLY SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL PERMIT WORK AND THAT OF OTHER TRADES AND/OR APPARENT VIOLATIONS OF PLACE WITH LL, JURISDICTIONS, OR PROJECT REQUIREMENTS FOR CONSTRUCTION TROWEL. UNLESS OTHERWISE SPECIFIED, WHEN CONCRETE HAS SET STEEL FOR BUILDINGS" AND "CODE OF STANDARD PRACTICE" LOCAL, STATE, OR FEDERAL CODES, LAWS, ORDINANCES, AND REGULATIONS WASTE MANAGEMENT AND DISPOSAL. SUFFICIENTLY TO RING UNDER TROWEL, GIVE SLAB SECOND TROWELING TO 1. UNLESS OTHERWISE SHOWN, FABRICATOR SHALL DESIGN / DETAIL ART1 - GENERAL PRODUCE SMOOTH, DENSE SURFACE. DUSTING OF SURFACES WITH CEMENT IS BEFORE ENTERING INTO A CONTRACT WITH EITHER THE GENERAL PPROJECT COORDINATION 6. ALL ITEMS INDICATED TO BE RELOCATED OR REINSTALLED TO BE CONNECTIONS IN CONFORMANCE WITH AISC STANDARD FOR FORCES AND PART CONTRACTOR AND/OR TENANT. A. ALL PROJECT COORDINATION SHALL BE THROUGH TENANT'S CLEANED, SERVICED AND PREPARED FOR PROPER RE-USE. ANY ITEMS STORED PROHIBITED. MOMENTS SHOWN. 1. ALL ITEMS SHALL BE INCLUDED IN THE BASE BID TO ACHIEVE THE FINAL DURING CONSTRUCTION ARE TO BE PROTECTED TO AVOID DAMAGE OR THEFT G. SUBGRADE MATERIAL USED: REMOVAL OF ALL ORGANIC MATERIAL. 2. WHERE FASTENING SPACINGS OR SIZES ARE NOT SHOWN, CONTRACTOR CONSTRUCTION MANAGER AS LISTED ON TITLE SHEET. . , , SHALL USE SPACINGS AND SIZES OF BOLTS, SCREWS, WELDS, ETC., WHICH WILL PRODUCT INDICATED IN DRAWINGS. THIS INCLUDES, BUT IS NOT LIMITED TO, B 7ALL ITEMS INDICATED AS EXISTING TO REMAIN SHALL BE CLEANED COMPLY WITH CONSTRUCTION MANAGER'S PROCEDURES FOR COMPACT SUB GRADE FOR SLABS ON GRADE TO 95 CRUSHED GRAVEL THE FOLLOWING: CONCRETE FLOOR PREP, FLOOR SLAB X-RAYING, DEMISING INTRA-PROJECT COMMUNICATIONS; SUBMITTALS, REPORTS AND RECORDS, SERVICED AND PREPARED FOR PROPER CONTINUED RE-USE. PROTECT ALL SUB-BASE AT ALL AREAS TO RECEIVE NEW CONCRETE. MIN. 6" OF MATERIAL. DEVELOP THE FULL STRENGTH OF THE MEMBERS BEING FASTENED. THUS WALL GYPSUM BOARD EXTENT AND CONDITION, REQUIRED FIRE PROOFING, ITEMS SUFFICIENTLY DURING CONSTRUCTION TO AVOID DAMAGE OR THEFT. RE-COMPACTION OF 95% OPTIMUM DENSITY. FAILURE DUE TO OVER-STRESSING MUST OCCUR IN THE MEMBERS BEFORE SCHEDULES, COORDINATION DRAWINGS, RECOMMENDATIONS; AND OCCURRING IN THE FASTENINGS / Engineer of Record ELECTRICAL PANELS, ELECTRICAL, WATER, SEWER, VENTS AND TELEPHONE 8. COOPERATE AND COORDINATE WITH LANDLORD, THE TENANTS OF THE H. FINISHES . Architect RESOLUTION OF AMBIGUITIES AND CONFLICTS, INCLUDING REQUESTS FOR PART 2 - PREPARATION / EXECUTION CONDUITS, ANY LANDLORD REQUIRED FIRE PROTECTION SYSTEM OR TIE-INS ADJACENT SPACES AND THE TENANT, IN SCHEDULING WORK IN ORDER TO 1. GIVE TYPICAL INTERIOR FLOOR SLABS A STEEL TROWEL FINISH WITH TO BLDG. MANAGEMENT SYSTEMS, FIRE EXTINGUISHERS, AND STRUCTURAL SUBSTITUTIONS AND CHANGE ORDERS. CAUSE THE LEAST INCONVENIENCE TO PERSONNEL AND PROPERTY. A. PRE-ASSEMBLE ITEMS IN SHOP TO GREATEST POSSIBLE EXTENT TO REQUIREMENTS FOR TENANT'S EQUIPMENT. 01200 PRICE, PAYMENT, AND CONTRACT CLASS A TOLERANCE (TRUE PLANES WITHIN IN AS DETERMINED BY A 9. SEE MECHANICAL AND ELECTRICAL PLANS FOR SPECIFIC DEMOLITION O 10 FOOT STRAIGHTEDGE PLACED ANYWHERE ON SLAB IN N ANY DIRECTION). MINIMIZE FIELD SPLICING AND ASSEMBLY. DISASSEMBLE UNITS ONLY AS 2. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND TENANT IN PART 1 - GENERAL ITEMS UNDER THOSE TRADES. I. PROVIDE SAW CUT CONTROL JOINTS 1/8" WIDTH x 1" DEEP AT MAXIMUM NECESSARY FOR SHIPPING AND HANDLING LIMITATIONS. CLEARLY MARK UNITS WRITING BEFORE ENTERING INTO A CONTRACT WITH THE TENANT IF ANY A. BIDDING CONTRACTORS SHALL PREPARE A BID, WHICH SHALL BE PART 2 - PREPARATION / EXECUTION 400 SQUARE FOOT AREA. FOR RE-ASSEMBLY AND COORDINATE INSTALLATION. C 0 R T L A N 0 INTERFERENCE OR VIOLATIONS APPEAR AND DEPARTURE FROM THE DESIGN SUBMITTED IN ACCORDANCE WITH INSTRUCTIONS TO BIDDERS CONTAINED A. ARRANGE WITH THE LANDLORD A CONVENIENT TIME TO PERFORM J. APPLY BONDING AGENT (AS SPECIFIED) TO ADJACENT CONCRETE B. SHOP CONNECTIONS SHALL BE WELDED. M 0 R 0 A N INTENT OF THE DOCUMENTS IS REQUIRED. WITHIN BID DOCUMENT PACKAGE. DEMOLITION WORK AND INSTALL TEMPORARY PROTECTED MEANS OF EGRESS SURFACES IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE. C. FIELD CONNECTIONS: HIGH STRENGTH FASTENERS SHALL BE USED FOR ARCHITECT 3. FAILURE TO PROVIDE ARCHITECT AND TENANT'S CONSTRUCTION B. PAYMENT SCHEDULE FOR PROJECT WILL BE ON A MONTHLY SUBMITTAL FROM REQUIRED EXITS. INCLUDE TEMPORARY LIGHTING AND SAFETY DEVICES, BOLTED CONNECTIONS. MANAGER WITH THE AFOREMENTIONED NOTIFICATION SHALL RESULT IN THE OF AIA DOCUMENT #G702 AND #G703 "APPLICATION AND CERTIFICATE FOR ALL IN ACCORDANCE WITH GOVERNING STATE AND LOCAL CODES AND 1. STRUCTURAL STEEL FY 36 KSI STEEL, ASTM A36. 711 N. FIELDER RD. ARLINGTON, TX 76012 GENERAL CONTRACTOR BEING HELD RESPONSIBLE TO COMPLETE ALL WORK PAYMENT" UNLESS OTHERWISE REQUESTED BY TENANT. LAND-LORD REQUIREMENTS. 2. STRUCTURAL STEEL TUBING: FY 46 KSI COLD-FORMED TUBING EXCEPT PH: (817) 635-5696 ,,,B.BTHE CONTRACTOR SHALL REMOVEREPAIRRESTOREAND REPLACE 03732 CONCRETE REPAIR REQUIRED TO MEET THE DESIGN INTENT OF THE CONTRACT DOCUMENTS AT C. CONTRACT SHALL BE AIA DOCUMENT #A107 "STANDARD FORM OF ROUND, ASTM A500-68, GRADE B. FAX: (817) 635-5699 (EXTRAS) WHERE ANY SUCH WORK IS NECESSARY OR AS INDICATED ON THE DRAWINGS. PART 1 - GENERAL HIS/HER OWN COSTS WITH NO ADDITIONAL EXPENSES EXTRAS BEING AGREEMENT BETWEEN OWNER AND CONTRACTOR". 3. STEEL PIPE: ASTM A53, GRADE B. Seal INCURRED BY THE TENANT. EXTRAS WILL NOT BE ALLOWED FOR JOB SITE CUT ALL NECESSARY OPENINGS AND PATCH/REPAIR/SEAL SAME TO DEGREE A. THE EXTENT OF CONCRETE REPAIR WORK INCLUDES REMAINING FLOOR 4. ANCHOR BOLT: CONFORM TO ASTM A307. 01400 QUALITY/GUARANTEE AREAS AFTER DEMOLITION PROVIDING A LEVEL FLOOR THROUGHOUT TO �t CONDITIONS THAT WERE READILY VISIBLE OR DETERMINED. NECESSARY TO SATISFY ALL REQUIREMENTS. INSOFAR AS POSSIBLE, ALL 5. WELDING ELECTRODES: ASTM A233, E-70 OR BETTER. 4. ALL SUB TRADES SHALL COORDINATE THEIR WORK WITH THE WORK OF PART 1 - GENERAL PROTRUSIONS, MARKS, CRACKS OR OTHER EVIDENCE OF A DEFICIENT OR RECEIVE FUTURE FINISHES, AFTER DEMOLITION. 6. HIGH STRENGTH THREADED FASTENERS: ASTM A325 OR A-490. .� OTHERS OR WITH EXISTING CONDITIONS OCCURRING ABOVE OR BELOW THE A. ALL WORK SHALL BE EXECUTED BY LICENSED TRADESMEN AND DAMAGED CONDITION SHALL BE ELIMINATED, UNLESS SPECIFICALLY NOTED B. COMPLY WITH MANUFACTURER'S REQUIREMENTS FOR INSTALLATION OF 7 METAL STUDS: SIZE ACCORDING TO CONSTRUCTION DOCUMENTS x 20 CORTLANDMORGAN LEASED PREMISES AND SHALL MAKE CHANGES FROM TIME TO TIME AS MECHANICS QUALIFIED, THROUGH EXPERIENCE, IN THEIR RESPECTIVE TRADES. OTHERWISE. ANY PARTS WHICH ARE SPLIT, CRACKED, CHIPPED, SPALLED, ITEMS AND FINISHES BY OTHER TRADES, INCLUDING THOSE ITEMS AND GAUGE STEEL AT 16" O.C. TRACKS TO BE ANCHORED BY MEDIUM POWER A REQUESTED TO ACCOMMODATE SUCH WORK OR CONDITIONS AT NO CHARGE SAID CONTRACTORS SHALL REMOVE AND REPLACE WITHOUT DELAY ANY BROKEN, MISSING, OR OUT OF LINE OR ADJUSTMENT, MECHANICALLY OR FINISHES PROVIDED AND/OR INSTALLED BY TENANT. ACTUATED FASTENERS @ 24 O.C. C/� RLINGTON,TEXAS TO TENANT. WORK CONTRARY TO THE CONTRACT DOCUMENTS WHEN SPECIFICALLY STRUCTURALLY UNSAFE OR UNSOUND, BENT, TORN OR OTHERWISE DEFICIENT C. FLOOR LEVELER CONCRETE TO BE INSTALLED AT LOW AREAS, HOLES 8. EXTERIOR / INTERIOR METAL STUDS: SIZE ACCORDING TO 5. CONTRACTORS SIGNS OR SIGNS OF ANY KIND MAY NOT BE DISPLAYED DIRECTED. OR INJURED IN ANY MANNER, SHALL BE REMOVED, REPLACED, RESTORED OR AND DEPRESSIONS. PATCH CRACKS AND BROKEN CONCRJTE WITH FLOOR CONSTRUCTION DOCUMENTS X 25 GAUGE AT 16" O.C.. F ON BARRICADES B. GENERAL CONTRACTOR AND/OR SUB CONTRACTOR SHALL GUARANTEE REPAIRED. LANDLORD'S REPRESENTATIVE, ARCHITECT, AND TENANT'S PATCH TROWELED SMOOTH IN ACCORDANCE WITH MANUFACTURER'S 9. SHOP PAINT PRIMER: STANDARD PRIMER: HIS WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE INSTRUCTIONS AND LANDLORD SPECIFICATIONS. UNDERLAYMENT a. SSPC PAINT 15 6. THE G.C. SHALL BUILD ON SITE A TEMPORARY LOCKABLE STORAGE AREA. CONSTRUCTION MANAGER MUST BE NOTIFIED IMMEDIATELY OF ANY Architect/Engineer Job No.: G.C. SHALL ACCEPT ALL TENANT SUPPLIED ITEMS AND STORE THEM SAFELY IN OF ACCEPTANCE BY THE OWNER. STRUCTURAL OR SAFETY DEFECTS, AND ONLY THE TENANT'S CONSTRUCTION COMPOUND TO BE FREE FLOWING, SELF-LEVELING, H THICK T AND b. TNEMEC 1009 GRAY METAL PRIMER 21-005 CEMENT-BASED FOR APPLICATIONS FROM ONE INCH THICK TO FEATHERED SUCH SPACE. MANAGER IF THE DEFECT(S) ARE LIMITED TO COSMETIC FINISHES. C. MARTIN-SENOUR CO. #664 RED OXIDE ZINC CHROMATE PRIMER A. LAYOUT OF WORK 01426 PROCEDURES EDGES. d. PRATT AND LAMBERT NOXIDE 107, ONE DAY PRIMER-GRAY. E. STEEL Nextore Store Design Revision No.: 1. IMMEDIATELY AFTER DEMOLITION, GENERAL CONTRACTOR TO PART 1 - GENERAL C. EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE PART 2 - PREPARATION / EXECUTION SHALL BE CLEAN AND FREE FROM OIL, DIRT, LOOSE MILL SCALE AND ANY �7 ADVISE TENANT OF ANY DISCREPANCIES IN OVERALL WIDTH, LENGTH, A. ALL ITEMS SHALL BE INSTALLED USING STANDARD PROFESSIONAL OR DISRUPT ANY UTILITY OR SPRINKLER LINES WHICH MIGHT PASS THROUGH A. CONCRETE REPAIR OTHER SUBSTANCE THAT WOULD IMPAIR WELDING, PERFORMANCE OF AVAILABLE CEILING HEIGHTS, COLUMN LOCATIONS, STOREFRONT, UTILITY PRACTICES USING FASTENERS, ADHESIVES AND METHODS REQUIRED BY THIS SPACE TO SERVICE OTHER MALL SPACES OR TENANTS. GENERAL 1. DO NOT PROCEED WITH WORK UNTIL VISITING THE SITE AND FRICTION-TYPE BOLTED. LOCATIONS, ETC. MANUFACTURER AND INDUSTRY MANUALS. CONTRACTOR WILL BEAR SOLE RESPONSIBILITY OF ANY SUCH DISRUPTION OR DETERMINING CONDITIONS TO DECIDE METHODS OF REPAIR. COORDINATE Nextore project DAMAGE. WITH TENANT'S CONSTRUCTION MANAGER. 05400 METAL FRAMING Number 82260 2. EXERCISE PROPER PRECAUTION TO VERIFY ALL EXISTING Brand Design Type: CONDITIONS AND LAYOUT OF CONTRACTOR TO NOTIFY TENANT OF ANY 01510 TEMPORARY UTILITIES D. ALL ABANDONED ELECTRICAL AND TELEPHONE CONDUIT, PLUMBING 2. REMOVE AND DISPOSE OF EXISTING FLOOR FINISHES WHERE INDICATED LIGHT GAUGE (COLD-FORMED) METAL FRAMING PART 1 - GENERAL LINES, DRAIN LINES, AND ALL MECHANICAL ITEMS SHALL BE CAPPED AT ON DEMOLITION PLAN. PART 1 - GENERAL SIGH 4.5 G+ DISCREPANCIES IMMEDIATELY. CONTRACTOR IS RESPONSIBLE FOR ANY A. GENERAL CONTRACTOR TO VERIFY PROVISIONS FOR TEMPORARY SOURCE AND REMOVED IN A MANNER TO MEET ALL LANDLORD AND CODE 3. THOROUGHLY CLEAN FLOOR SLAB REMOVING CONDITIONS THAT WILL A. FURNISH AND INSTALL A COMPLETE SYSTEM OF LIGHT GAUGE FRAMING 1 ERROR RESULTING FROM FAILURE TO EXERCISE SUCH PRECAUTION. SUCH UTILITIES INCLUDING ELECTRICITY, LIGHTING, HEAT, VENTILATION, TELEPHONE REQUIREMENTS, UNLESS DIRECTED OTHERWISE. AFFECT BOND INCLUDING RESIDUE FROM REMOVAL OF ADHESIVES, MEMBERS FOR INTERIOR WALL PARTITIONS AND CEILING SUSPENSION ISSUED FOR: ERROR WILL NOT BE CONSIDERED SUBSEQUENTLY AS A BASIS FOR EXTRA o Construction COMPENSATION. SERVICE, WATER AND SANITARY FACILITIES. G.C. TO INCLUDE A FULL TIME E. GENERAL CONTRACTOR RESPONSIBILITIES UNDERLAYMENTS, STAINS, OILS, ETC. COMPONENTS. 3. GENERAL CONTRACTOR IS TO LAYOUT WORK AND BE RESPONSIBLE PHONE AND FAX ON SITE CAPABLE OF INCOMING CALLS DURING ENTIRE 1. GENERAL CONTRACTOR IS TO NOTIFY TENANT IMMEDIATELY OF ANY 4. REMOVE HIGH FLOOR LEVELS AND LOOSE CONCRETE. 1. SYSTEM TO INCLUDE ALL TOP AND BOTTOM RUNNERS, BRACES, CLIP FOR ALL LINES, MEASUREMENTS T THE BUILDING, UTILITIES, AND OTHER CONSTRUCTION PERIOD. SEVERE DISCREPANCIES OR IRREGULARITIES DISCOVERED DURING DEMOLITION 5. ROUGH IN CONCRETE IN AREAS WHERE PATCHING IS REQUIRED, SUCH ANGLES, ACCESSORIES, FASTENERS, ETC. FOR EACH TYPE OF FRAMING AS WORK EXECUTED UNDER THE CONTRACT. 1542 CRANES AND HOISTS WHICH MIGHT AFFECT THE CURRENT STORE DESIGN. GENERAL CONTRACTOR AS CRACKED, SPALLED, OR HOLES DUE TO REMOVAL OF EXISTING WORK. SHOWN ON DRAWINGS. Title IS TO PAY SPECIAL ATTENTION TO AVAILABLE HEIGHT FOR INTENDED CEILING 6. GRIND HIGH SPOTS. a. INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH 4. SHOULD A CONTRACTOR FIND DISCREPANCIES IN, OR OMISSIONS ART 1 - GENERAL SPECIFICATIONS FROM THE DRAWINGS OR SPECIFICATIONS, OR SHOULD HE BE IN DOUBT A. GENERAL CONTRACTOR AND/OR SUB-CONTRACTOR ARE RESPONSIBLE ELEVATION, MECHANICAL DUCTWORK AND RECESSED LIGHTING. 7. AT LOCATIONS OF CONSTRUCTION JOINTS IN EXISTING SLAB, CONTINUE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. AS TO THEIR MEANING, HE SHALL AT ONCE NOTIFY THE ARCHITECT AND AND SHALL INCLUDE IN THEIR BIDS ALL NECESSARY EQUIPMENT INCLUDING 2. GENERAL CONTRACTOR IS TO ERECT CONSTRUCTION BARRICADES AND JOINTS THROUGH NEW FLOOR IN LEVELING AREA. SAW CUT JOINT OR PLACE B. QUALITY ASSURANCE - DESIGN AND ANALYSIS OF STRUCTURAL 1 OF 4 TENANT. RANES, HOISTS, SCAFFOLDING, PLATFORMS, ETC., REQUIRED FOR ERECTION DEBRIS/DUCT SCREENS PER LANDLORD'S SPECIFICATIONS. CONTACT 1/16" WIDE METAL BAR IN THE JOINT LOCATION COINCIDENT WITH EXISTING. PROPERTIES SHALL COMPLY WITH AISI "SPECIFICATION FOR THE DESIGN OF B. CODES AND STANDARDS OF BUILDING COMPONENTS, EQUIPMENT AND ALL TENANT SUPPLIED ITEMS AS LANDLORD'S REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF ALL 8. TRENCH ONLY AT SLAB ON GRADE. VERIFY AND GET APPROVAL OF COLD-FORMED STRUCTURAL STEEL MEMBERS" DEMOLITION WORK. TRENCH OR CORE LOCATIONS WITH THE LANDLORDS REPRESENTATIVE AND C. MATERIALS: Date Sheet 1. ALL WORK, MATERIALS, AND INSTALLATION SHALL BE IN STRICT LOCATED ON PLANS. CONTRACTOR SHALL PAY ALL RELATED FEES, PERMITS, 1/29/21 ACCORDANCE WITH ALL ORDINANCES, STATE AND LOCAL BUILDING ETC. PROTECTION OF THE PUBLIC AND EXISTING IN-PLACE WORK IS THE MALL STRUCTURE PRIOR TO COMPLETING ANY WORK. CORES TO BE SEALED 1. 18 GAUGE AND LIGHTER COMPONENTS: FABRICATE COMPONENTS OF Drawn By CODES, LATEST EDITION. SEE TITLE SHEET FOR SPECIFIC EDITIONS. RESPONSIBILITY OF THE GENERAL CONTRACTOR. WATERPROOF. SEE SECT. 07200 "INSULATION AND WATERPROOFING" FOR COMMERCIAL QUALITY STEEL SHEET, ASTM A446 FOR GALVANIZED FINISH WITH checked AFF 0003 ADDITIONAL WATERPROOFING INFORMATION. A MINIMUM YIELD POINT OF 33,000 PSI. By CLEAN AREAS REMOVING ALL WASTE MATERIAL, BROOM CLEAN. CM SPECIFICATIONS (2 OF 4) DESIGN CONSTRUCTION MANAGEMENT: NDJORE 2. 16 GAUGE AND HEAVIER COMPONENTS: FABRICATE COMPONENTS PART 2 - PREPARATION / EXECUTION b. MANUFACTURERS: KAWNEER COMPANY, INC. , NORCROSS, GA D. IT IS THE GLAZING CONTRACTORS SOLE RESPONSIBILITY TO VERIFY OF STRUCTURAL QUALITY STEEL SHEET, ASTM A446 FOR GALVANIZED A. REMOVE LOOSE MATERIALS AND FOREIGN MATTER WHICH MIGHT UNITED STATES ALUMINUM CORP., ROCK HILL SC THAT THE GLASS IS SIZED TO WITHSTAND DEAD LOADS, POSITIVE AND :6 mama Brook,EaA Granby.000 Laaaftea Place,Ma�n 015NO 06026 ;1(EKl FINISH WITH A MINIMUM YIELD POINT OF 50,000 PSI. TELEPHONE AND ELECTRICAL PANEL BACK BOARDS. IMPAIR ADHESION OF SEALANT. C. FINAL FINISHES MUST MATCH EXACTLY. COLORS TO BE AS NEGATIVE LIVE LOADS, ACTING NORMAL TO PLANE OF GLASS AS STORE #37 57 3. METAL STUDS: AISI "C" TYPE STRUCTURAL STUDS; SIZES, GAUGES B. CLEAN AND PRIME JOINTS IN ACCORDANCE WITH SPECIFIED ON FINISH SCHEDULE. CALCULATED IN ACCORDANCE WITH LOCAL AND STATE CODES. AND SPACINGS SHOWN OR REQUIRED IF NOT SHOWN; WITH 1-5/8" PART 2 - PREPARATION / EXECUTION MANUFACTURER'S INSTRUCTIONS. B. ALUMINUM GLAZING FRAME. E. MATERIAL FOR INTERIOR STOREFRONT GLASS: Washington Square (41MM) MINIMUM FLANGE WIDTH, 1/2" (13MM) MINIMUM RETURNS AND C. PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTION 1. KAWNEER (SEE PARAGRAPH 3 OF THIS SECTION) TRIFAB H 451 SERIES, 1. CLEAR GLASS - ASTM C1048, FT-FULLY TEMP., QUALITY-q3 GLAZING 9348 SW Washington Square Road PRE-PUNCHED HOLES FOR UTILITY INSTALLATION. A. SET MEMBERS LEVEL AND PLUMB, IN CORRECT POSITION. FROM DAMAGE OR DISFIGURATION. (MULLION, RAIL, POST AND BASE SIZES AS PER PLANS AND DETAILS) FOR SELECT. Tigard, OR 97223 a. 18-22 GAUGE (0.05" / 1.2MM - 0.03" / 0.8MM): ASTM A446/A446M D. INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURER'S INFILL WITH 1/2" CLEAR TEMPERED GLASS. 2. THICKNESS AS SHOWN ON PLAN. Space: W14A GRADE A; MINIMUM YIELD STRESS OF 33 KSI (228 MPA). B. INSTALL TELEPHONE AND ELECTRICAL PANEL BACK BOARDS WITH INSTRUCTIONS. 2. PROVIDE AND INSTALL ALL INTERNAL SUPPORT FRAMING, RELATED 3. EACH INDMDUAL PANE TO RECEIVE TEMPERED STAMP INDICATING b. 12-16 GAUGE (0.11"/2.7MM - 0.06"/1.5MM): ASTM A446/A446M PLYWOOD SHEATHING MATERIAL WHERE REQUIRED. SIZE THE BACK E. INSTALL JOINT BACKING. FLASHINGS, ANCHORAGE AND ATTACHMENT DEVICES. SUCH. Construction for: GRADE A, MINIMUM YIELD STRESS OF 40 KSI (276 MPA). BOARD BY 12 INCHES BEYOND SIZE OF ELECTRICAL PANEL. F. APPLY SEALANT WITHIN RECOMMENDED APPLICATION 3. MANUFACTURERS: KAWNEER COMPANY, INC., NORCROSS, GA F. MATERIAL FOR EXTERIOR STOREFRONT IN METAL GLAZING SYSTEM. 4. TRACK: ASTM A446/A446M GRADE A; MINIMUM YIELD STRESS OF 33 C. BACKBOARD TO BE PAINTED MATCH ADJACENT WALL FINISHES. TEMPERATURE RANGES. CONSULT MANUFACTURER WHEN SEALANT UNITED STATES ALUMINUM CORP., ROCK HILL, SC 1. INSULATED GLASS UNITS - LOW E - TYPE SG-B - ASTM E774 AND KSI (228 MPA); FORMED STEEL: CHANNEL SHAPED; SAME WIDTH AND CANNOT BE APPLIED WITHIN THESE TEMPERATURE RANGES. 4. FINAL FINISH MUST MATCH EXACTLY COLORS AS SPECIFIED ON E773 DOUBLE PANE WITH GLASS ELASTOMER EDGE SEAL; OUTER PANE OF GAUGE AS ADJACENT STUDS. EXCEPTION: TOP AND BOTTOM TRACK 06210 MILLWORK AND FINISH CARPENTRY FINISH SCHEDULE, IF EXACT COLOR IS NOT AVAILABLE THROUGH CLEAR GLASS, INNER PANE OF LOW E CLEAR GLASS ON CLEAR COLOR (RUNNERS) REQUIRING ATTACHMENT OF METAL PANELS SHALL BE PART 1 - GENERAL END OF DIVISION MANUFACTURER PAINT CONTRACTOR SHALL FIELD PAINT. GLASS. MINIMUM 14 GAUGE (0.0871.9MM). A. FURNISH AND INSTALL FINISHED TRIM, CABINETRY, COUNTERS, C. GLAZING a. PROVIDE TEMPERED GLASS UNITS WHERE INDICATED ON PLAN OR 5. FASTENINGS: DOORS, AND ALL FINISH ITEMS SUCH AS LAMINATES AND FINISH DOOR DIVISION 08000 - DOORS AND WINDOWS 1. EXTERIOR - CLEAR MONOLITHIC GLASS AT LEAST 1/2" CLEAR AS REQUIRED BY JURISDICTIONAL CODES. o a. MANUFACTURER'S RECOMMENDED SELF-DRILLING, SELF-TAPPING HARDWARE, AS INDICATED AND DETAILED ON PLANS. 08100 HOLLOW METAL DOORS AND FRAMES INSULATED. OR AS REQUIRED BY DRAWINGS, AND COMPLY WITH CRITERIA �^ SCREWS, BOLTS, NUTS AND WASHERS. NON-CORROSIVE. B. SEE DRAWINGS AND RESPONSIBILITY SCHEDULE FOR DETAILS, SIZES, PART 1 - GENERAL OF LOCAL CODE AND AUTHORITIES HAVING JURISDICTION PART 2 - PREPARATION / EXECUTION V , (J 'It b. ANCHORAGE DEVICES: POWER ACTUATED FASTENERS, DRILLED DIMENSIONS. A. INSTALL ALL DOORS, FRAMES, HARDWARE AND RELATED PARTS A. VERIFY THAT OPENINGS FOR GLAZING ARE CORRECTLY SIZED AND EXPANSION BOLTS, OR SCREW WITH SLEEVES. C. FOLLOW AWI (ARCHITECTURAL WOODWORK INSTITUTE) AND MATERIALS AS INDICATED ON DRAWINGS AND RESPONSIBILITY PART 2 - PREPARATION / EXECUTION WITHIN TOLERANCE. v / C. WELDING: COMPLY WITH AWS D1.1 "STRUCTURAL WELDING CODE". ARCHITECTURAL WOODWORK QUALITY STANDARDS. SCHEDULE. A. VERIFY DIMENSIONS, TOLERANCES AND ATTACHMENTS AND SHIMS B. VERIFY THAT SURFACES OF GLAZING CHANNELS OR RECESSES ARE ° o WHERE RE LABELED DOORS:: REQUIRED, PROVIDE U.L. LABEL DOORS A. MANUFACTURERS: BQ TO PERMIT SUFFICIENT ADJUSTMENTS TO ACCOMMODATE CLEAN, FREE OF OBSTRUCTIONS THAT MAY IMPEDE MOISTURE � 1. MILCOR / DIVISION OF INRYCO, INC. BY BOSTWICK STEEL FRAMING, PART 2 - PREPARATION / EXECUTION AND FRAMES PER APPLICABLE STATE AND LOCAL BUILDING CODES. SUCH IRREGULARITIES. MOVEMENT, WEEPS ARE CLEAR, AND READY TO RECEIVE GLAZING. � �° THE CECO ALLIED STRUCTURAL INDUSTRIES; DIETRICH INDUSTRIES OR A. DO NOT DELIVER OR INSTALL ITEMS UNTIL BUILDING AND ROOMS TO RECEIVE LABELS ATTACHED STATING RATINGS. B. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND C. CUT GLASS PANES TO ACCURATE SIZES ALLOWING FOR EDGE C. FABRICATE AND ERECT TRUE, PLUMB AND SQUARE AS SPECIFIED ° EQUAL. RECEIVING SUCH ARE COMPLETED AND THOROUGHLY DRY AND FREE OF Q PROCEDURES. CLEARANCES AND TOLERANCES. C Z, EXCESSIVE MOISTURE. AND AS DETAILED AND PER MANUFACTURER'S RECOMMENDATIONS. C. ALL JOINTS BETWEEN FRAMING AND BUILDING STRUCTURE SHALL BE D. INSTALL SEALANTS RECOMMENDED BY MANUFACTURER WHICH ARE 79 o 06100 WOOD BLOCKING AND CURBING B. MILLWORK AND CABINETRY MAY BE SHOP OR FIELD ASSEMBLED AT D. INTERIOR HOLLOW METAL DOORS AND FRAMES FOR INSTALLATION SEALED TO PROVIDE WATERTIGHT INSTALLATION. COMPATIBLE WITH MATERIALS THEY WILL BE IN CONTACT WITH. 0 x ` AT DRYWALL AND METAL STUD PARTITIONS. PART 1 - GENERAL CONTRACTORS OPTION. D. INSTALL SEALANT AND BACKING MATERIALS AT PERIMETER OF E. REMOVE GLAZING MATERIALS FROM FINISH SURFACES. ,.^ o A. PROVIDE AND INSTALL WOOD FURRING, BLOCKING, GROUNDS AND C. INSTALL ITEMS IN A RIGID, STRAIGHT, PLUMB, LEVEL MANNER 1. DOORS - 1 3/4" THICK FLUSH MOUNTED "TYPE B" AS FRAME. F. REMOVE LABELS AFTER WORK IS COMPLETE. CLEAN GLASS AND v I a C) IN-WALL BLOCKING FOR SUPPORT OF GRAB BARS, FIXTURES, EQUIPMENT, ACCURATELY FITTED AND SCRIBED TO ABUTTING SURFACES. MANUFACTURED BY STEELCRAFT. SURFACES TO BE PHOSPHATIZED AND 08710 DOOR HARDWARE ADJACENT SURFACES. CASEWORK, HARDWARE, TRIM AND SIMILAR WORK. D. COUNTERSINK NAILS AND SCREW HEADS AND PATCH AND SAND RECEIVE ONE COAT BAKED ON PRIMER READY TO RECEIVE PAINT. PART 1 - GENERAL 1. BLOCKING AND GROUNDS AT STOREFRONT GLAZING , LOCATIONS SMOOTH. a. SEE DOOR SCHEDULE FOR REQUIRED HARDWARE. 08835 MIRROR AT WEATHER AREAS, AND IN CONTACT WITH CONCRETE SHALL BE E. CUTTING AND REPAIRING OF THIS WORK FOR ACCOMMODATION E FURNISH AND INSTALL FINISH HARDWARE FOR INTERIOR AND b. PROVIDE 8 GA. REINFORCEMENT AT HINGES, AND 14 GA. PART 1 - GENERAL EXTERIOR DOORS ROLLING GRILLES AND WINDOWS. PRESSURE TREATED. OF WORK BY OTHERS SHALL BE DONE AS PART OF MILLWORK REINFORCEMENT AT LOCK AND CLOSERS. A. FURNISH AND INSTALL CUSTOM FITTED MIRRORS INCLUDING B. SEE DOOR SCHEDULE FOR SPECIFIC ITEMS MANUFACTURERS AND 2. USE NON-COMBUSTIBLE FIRE RETARDANT TREATED (F.R.T.) WOOD RESPONSIBILITY. 2. FRAMES - 2" FRONT FACE - 16 GA. HOLLOW METAL WITH MODEL NUMBERS. MASTIC AND ATTACHMENT CLIPS AS SIZED AND DETAILED IN DRAWINGS ELSEWHERE AS REQUIRED AND APPROVED BY STATE AND LOCAL CODES, F. FINISH WOODWORK SHALL BE DRESSED AND SANDED, FREE FROM CONTINUOUSLY WELDED CORNERS. SURFACES TO BE PHOSPHATIZED C. FOLLOW DHI (DOOR AND HARDWARE INSTITUTE) STANDARDS AND AND RESPONSIBILITY SCHEDULE. REFER TO TOILET ROOM ACCESSORIES INCLUDING ANY WOOD STUDS, BLOCKING, FURRING, PLYWOOD, TRIM MACHINE AND TOOL MARKS, ABRASIONS, RAISED GRAIN OR OTHER AND RECEIVE ONE COAT BAKED ON PRIMER READY TO RECEIVE PAINT. GUIDELINES AND AWI (AMERICAN WOODWORKING INSTITUTE) FOR TENANT-PROVIDED MIRRORS IN LAVATORY. VERIFY WITH TENANT'S AND GROUNDS. NEW LUMBER TO BEAR GRADE AND TREATMENT OF DEFECTS. a. PROVIDE 8 GA. REINFORCEMENT AT HINGES AND 14 GA. PROJECT MANAGER. Revisions: REINFORCEMENT AT LOCK AND CLOSERS. STANDARDS FOR HARDWARE INSTALLED LO WOOD DOORS. B. CONSULT NAMM NATIONAL ASSOCIATION OF MIRROR ASSOCIATION UNDER WHICH IT WAS PRODUCED. G. PROTECT FINISHED WORK UNTIL ACCEPTANCE, PROTECTION OF ( Mark Date By a. PRESERVATIVE TREATMENT FOR WOOD SPECIFIED ELSEWHERE. OWNERS COMPLETED MILLWORK SHALL BE RESPONSIBILITY OF GC. E FIRE RATED HARDWARE SHALL FOLLOW GUIDELINES AS b. INSTALL ADJUSTABLE JAMB ANCHOR 4" DOWN FROM HEAD AND MANUFACTURING) FOR TIPS FOR CARE AND HANDLING OF MIRRORS. 1rz9rz1 STAFF 1) PERFORMANCE REQUIREMENTS: WELDED-IN BASE ANCHOR AT EACH JAMB. ESTABLISHED BY: C. PRODUCT: 9ovsDEvGNRE EW SET a) MOISTURE CONTENT: AFTER TREATMENT, THE MAXIMUM MOISTURE 06424 LAMINATES 1. NFPA 80 - FIRE DOORS AND WINDOWS. 2. NFPA 101 - LIFE SAFETY CODE. 1. CLEAR FLOAT TYPE WITH COPPER/SILVER COATING. UNLESS NOTED CONTENT OF WOOD MATERIALS SHALL NOT EXCEED THE FOLLOWING: PART 1 - GENERAL PART 2 - PREPARATION /EXECUTION OTHERWISE, ALL EDGES SHALL BE POLISHED. 0 2/12/21 STAFF i. LUMBER, 2 INCHES AND LESS IN THICKNESS: 19 PERCENT. A. INSTALL HIGH PRESSURE LAMINATES AS SPECIFIED IN FINISH 3. NFPA 252 - FIRE TESTS ES DOOR ASSEMBLIES. A. INSTALL FRAMES IN ACCORDANCE WITH SDI-100. D. MIRROR ADHESIVE: CHEMICALLY COMPATIBLE WITH MIRROR 100%BID/L.L REVIEW SET B. COORDINATE WITH WALL CONSTRUCTION FOR ANCHOR 4. UL 105 - SAFETY FIRE TESTS OF DOOR ASSEMBLIES. COATING AND WALL SUBSTRATE. ii. PLYWOOD: 15 PERCENT SCHEDULE AND AS DETAILED IN DRAWINGS. 5. UL 305 - SAFETY PANIC HARDWARE. b FLAME SPREAD: FIRE RETARDANT TREATED MATERIALS TO HAVE FLAME PLACEMENT. 2/1821 STAFF • ) E. FURNISH OWNER WITH MAINTENANCE DATA, MAINTENANCE RERIAT SPREAD RATING OF 25 OR LESS IN A 30 MINUTE TEST WITH NO EVIDENCE PART 2 - PREPARATION / EXECUTION C. COORDINATE INSTALLATION OF FRAMES WITH INSTALLATION OF PART 2 - PREPARATION / EXECUTION A. FOLLOW MANUFACTURERS GUIDELINES AND RECOMMENDATIONS PROCEDURES, MANUFACTURERS WARRANTIES AND SPECIAL TOOLS. OF SIGNIFICANT PROGRESSIVE COMBUSTION, ASTM E 84, ADDITIONALLY, DOORS AND HARDWARE AS SPECIFIED IN DOOR SCHEDULE AND ON A. VERIFY AREAS RECEIVING MIRRORS ARE WITHIN TOLERANCES AND F. FINISHES: AS NOTED ON PLANS AND SCHEDULES. Q FLAME FRONT NOT TO PROGRESS MORE THAN 10 1/2 FEET BEYOND DRAWINGS. ARE READY TO RECEIVE MATERIAL. FOR ADHESIVE AND SUBSTRATE PREPARATION. G. KEYING CENTER LINE OF BURNER AT ANY TIME. B. SEE MILLWORK SECTION FOR TYPICAL NOTES AND REFERENCES. FOLLOW DOOR HARDWARE INSTITUTE (DHI) GUIDELINES. B. PLACE PLUMB AND LEVEL WITHOUT VISIBLE DISTORTION. 1. GENERAL CONTRACTOR TO COORDINATE KEYING AND MASTER C. STORE, PROTECT, AND INSTALL MIRRORS IN ACCORDANCE WITH c) SMOKE DEVELOPED: INTERIOR FINISH AND TRIM MATERIALS, WHERE KEYING WITH CONSTRUCTION MANAGER. 0 SPECIFIED, TO HAVE FIRE RETARDANT TREATMENT CONFORMING TO END OF DIVISION 08110 INSULATED STEEL DOORS NAMM. GENERAL CONTRACTOR TO INSTALL CONSTRUCTION CORES ABOVE RE " " 2. REQUIREMENTS FOR FLAME SPREADPLUS SMOKE DEVELOPED DIVISION 07000 - THERMAL AND MOISTURE PROTECTION PART 1 - GENERAL D. SET MIRRORS WITH EDGE CLEARANCE FREE OF SURROUNDING Q DURING CONSTRUCTION AND REPLACE WITH PERMANENT AT END OF RATING OF 25 OR LESS, ASTM E 84. 07200 INSULATION AND WATERPROOFING A. NON-RATED THERMALLY INSULATED STEEL DOORS AT EXTERIOR JOB PRIOR TO TURN-OVER. CONSTRUCTION INCLUDING COUNTERTOPS OR BACKSPLASHES. b. CERTIFICATES: FURNISH AFFIDAVIT IF REQUIRED BY CODE OFFICIAL PARTI. - GENERAL OPENINGS. H. SEE SECTION ON ALUMINUM ENTRANCES FOR HARDWARE SPECIFIC E. REMOVE LABELS AFTER WORK IS COMPLETE. Architect/ Engineer of Record STATING THAT MATERIALS HAVE BEEN TREATED IN ACCORDANCE WITH A. FOR INSULATION REQUIRED AT DUCKWORK, PLUMBING LINES, ETC. 1. DOORS THERMALLY INSULATED L-16 WITH POLYSTYRENE CORE TO THOSE DOORS F. CLEAN MIRRORS AND ADJACENT SURFACES. 7): SDI-100 GRADE AS MANUFACTURED BY STEELCRAFT CINCINNATI ` SPECIFICATIONS AND THAT MOISTURE CONTENT, AFTER TREATMENT, SEE MEP SPECIFICATIONS AND DRAWINGS. (R=7.HIO OR EQUALI. MANUFACTURERS: O . DOES NOT EXCEED SPECIFIED LIMITS; INCLUDE CHEMICAL USED AND B. BATT INSULATION FRAMES TO BE PHOSPHATIZED AND RECEIVE ONE COAT 1. HINGES: STANLEY FBB 179 AVERAGE FREQUENCY, OR EQUAL. END OF DIVISION RETENTION OBTAINED FOR PRESSURE TREATED MATERIAL. INCLUDE THE 1. FURNISH AND INSTALL 3 1/2" MIN. THERMAL BATT TYPE INSULATION BAKED ON PRIMER READY TO RECEIVE PAINT. EXTERIOR DOORS TO RECEIVE TAMPERPROOF BUTTS AND/OR LATCHG "QUALITY MARK" OF ASSOCIATION HAVING JURISDICTION OVER THE AT EXTERIOR WALLS OR AS SOUND ATTENUATION BLANKET WHERE a. SEE DOOR SCHEDULE FOR REQUIRED HARDWARE. 09120 CEILING SUSPENSION SYSTEMS GUARDS. E O R T L A N O b. PROVIDE 14 GA. REINFORCEMENT AT CLOSER AND LOCKS AND 8 PART 1 - GENERAL M 0 R 0 A N TREATMENT. SHOWN AND AS SPECIFIED ON DRAWINGS. 2. LOCKSETS/LATCHES: SCHLAGE D-SERIES, SPARTA DESIGN w/ROSE, GA. REINFORCEMENT AT HINGES. A. PROVIDE ACOUSTICAL PANEL CEILINGS WITH EXPOSED SUSPENSION ALL CERTIFICATES TO BE COPIED TO NEXTORE PROJECT MANAGER. 2. EXTEND FROM FLOOR TIGHT TO ROOF DECK ABOVE. OR EQUAL. LOCKSETS TO RECEIVE INTERCHANGEABLE CORE CYLINDERS ARCHITECT C. DELIVER TREATED MATERIALS BUNDLED AND MARKED TO IDENTIFY 3. FURNISH AND INSTALL .004 MIL. VISQUEEN VAPOR BARRIER AT A FRAME - M O COLD ROLLED STEEL, ARC WELDED AT CORNERS GRID, S SHOWN ON THE DRAWINGS. Q TO ACCEPT "BEST CORE". SEE KEYING NOTES THIS SECTION. TREATMENT. EXTERIOR WALLS ON WARM SIDE OF STUDS. AND GROUND SMOOTH AS MANUFACTURED BY STEELCRAFT OR EQUAL. B. SUSPENSION SYSTEM AND ACOUSTIC PANELS AS LISTED ON 711 N. FIELDER RD. 3. CLOSERS: NORTON - POWER ADJUSTABLE CLOSER FOR BARRIER ARLINGTON, TX 76012 d. STORE TREATED MATERIALS FOR EASY IDENTIFICATION AND C. GENERAL CONTRACTOR TO PROVIDE AND INSTALL FRAMES TO BE PHOSPHATIZED AND RECEIVE ONE COAT BAKED ON REFLECTED CEILING PLAN SHEET AND RESPONSIBILITY SCHEDULE. PN: (817) 635-5696 FREE OPERATION. SERIES 8301 BF OR EQUAL. PROTECT FROM MOISTURE; PROVIDE WELL VENTILATED DRY STORAGE. WATERPROOFING MEMBRANE OVER ENTIRE FLOOR OF REST ROOMS PRIMER READY TO RECEIVE PAINT. C. REFER TO DRAWINGS FOR LOCATION OF SPECIFIED MATERIALS AND FAX: (817) 635-5699 4. THRESHOLDS, SWEEPS AND WEATHER STRIPPING: Seal �QF� e. HANDLE TREATED MATERIALS IN ACCORDANCE WITH AWPA BELOW FINISH FLOORING AND UP WALL A MIN. 4". (ONLY WHERE REST G PROVIDE 14 GA. REINFORCEMENT AT CLOSER AND LOCKS AND 8 THERMAL BARRIER SADDLE THRESHOLD - PEMKO #252X2AFG, FINISHES. WHERE REQUIRED BY CODES, CEILING ASSEMBLIES ARE TO NA STANDARDS. IN ADDITION TO USED IN TREATMENT, FURNISH ADDITIONAL ROOMS ARE LOCATED ABOVE ANOTHER FLOOR.) APPLY PER GA. REINFORCEMENT AT HINGES. CONFORM WITH UNDERWRITERS LABORATORIES DESIGN FOR ONE HOURMAXIMUM HEIGHT 1/2", OR EQUAL. `t b. INSTALL MINIMUM THREE (3) JAMB ANCHORS AND BASE ANCHORS FIRE RATED ASSEMBLIES. MATERIAL FOR FIELD TREATMENT \ MATERIAL OF CUTS. MANUFACTURERS INSTRUCTIONS AND CAULK AS REQ'D. TO MATCH EACH SIDE. DOOR BOTTOM SWEEP - PEMKO #315CN, OR EQUAL. f. FIELD CUTS AND HOLES: FIELD-TREAT IN ACCORDANCE WITH AWPA ADJACENT FINISHES. FOLLOW LL REQUIREMENTSIN REGARD TO RIGID JAMB WEATHERSTRIP - PEMKO #303AV, OR EQUAL. CORT M-4. WATERPROOF MEMBRANES. GC IS RESPONSIBLE TO HAVE LL INSPECT AND 5. STOPS, KICKPLATES AND SILENCER; PART 2 - PREPARATION/ EXECUTION • LAND MORGAN PART 2 - PREPARATION / EXECUTION A. AT TIME OF COMPLETION, DELIVER TWO PACKAGES OF ACOUSTICAL PANELS APPROVED ALL SUCH INSTALLATIONS. WALL STOP - IVES #407, OR EQUAL TO THE TENANT OF EACH TYPE OF MATERIAL USED, FOR FUTURE REPLACEMENT USE. ARLINGTON, TEXAS D. G.C. SHALL SLEEVE, FIRESTOP, FLASH AND CAULK ALL A. INSTALL FRAMES IN ACCORDANCE WITH SDI-100. - B. COORDINATE WITH MASONRY WALL CONSTRUCTION FOR ANCHOR FLOOR STOP NES #436 OR EQUAL B. COMPLY WITH ASTM C 635 FOR INTERMEDIATE - DUTY CLASS SYSTEM. SIZE PENETRATIONS OF FLOORS SO THAT ODORS OR LIQUIDS WILL NOT DOOR SILENCER IVES #20 - , OR EQUAL ATTACHMENT DEVICES FOR FIVE (5) TIMES DESIGN LOAD. HANGER WIRE SHALL BE PLACEMENT. OFOR�' PENETRATE THE SLAB AT THESE OPENINGS. SUCH SLEEVES SHALL BE C. COORDINATE INSTALLATION OF FRAMES WITH INSTALLATION OF KICKPLATE - NES #8400, 8" HIGH X FULL WIDTH OF DOOR, OR GALVANIZED CARBON STEEL, ASTM A641, SOFT TEMPER, PRE-STRETCHED, 12 GA INSTALLED ACCORDING TO THE LANDLORD STANDARD DETAILS HARDWARE SPECIFIED IN DOOR SCHEDULE. EQUAL SCREW TO MATCH KICKPLATE. ONE-WAY VIEWER (PEEP) - IVES MINIMUM. #696, OR EQUAL. C. COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND WITH Architect/Engineer lob No.: 07900 JOINT SEALERS / CAULKING FOLLOW DOOR HARDWARE INSTITUTE (DHI) GUIDELINES. PART 2 - PREPARATION / EXECUTION GOVERNING REGULATIONS, FIRE-RESISTANCE RATING REQUIREMENT AND WITH 21-005 PART 1 - GENERAL .INDUSTRY STANDARDS APPLICABLE TO THE WORK 08400 ALUMINUM ENTRANCES AND STOREFRONTS A. COORDINATE THE WORK WITH OTHER DIRECTLY AFFECTED Nextore Store Design Revision No.: A. PROVIDE AND INSTALL EXPANSION JOINT MATERIAL, SEALANTS PART 1 - GENERAL SECTIONS INVOLVING MANUFACTURE OR FABRICATION OF INTERNAL AND JOINT BACKING FOR JOINTS BETWEEN DISSIMILAR MATERIALS. D. INSTALL SUSPENSION SYSTEM TO COMPLY WITH ASTM C 636, WITH A ASILICONE SEALANTS (TYPE S): ASTM C920, SINGLE COMPONENT, A. THIS SECTION INCLUDES ALL ALUMINUM/GLASS DOORS, DOOR REINFORCEMENT FOR DOOR HARDWARE AND RECESSED ITEMS. HANGERS SUPPORTED ONLY FROM BUILDING STRUCTURAL MEMBERS. 07 1.NON-SAGGING, NON-STAINING, NON-BLEEDING; FOR USE M GENERAL HARDWARE SPECIFICALLY SUPPLIED BY DOOR MANUFACTURER, EXTRUDED B. VERIFY THAT DOORS AND FRAMES ARE READY TO RECEIVE WORK LOCATE HANGERS NOT LESS THAN 6" FROM EACH END AND SPACE 4'-0" ALUMINUM GLAZING FRAMES COMPLETE WITH ACCESSORIES AND GLASS AND DIMENSIONS ARE AS INDICATED. ALONG EACH CARRYING CHANNEL OR DIRECT-HUNG RUNNER. SECURE Nextore project CAULKING. COLOR TO MATCH ADJACENT SURFACES. MANUFACTURER BY AS DETAILED ON THE DRAWINGS AND RESPONSIBILITY SCHEDULE. C. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S Number 82260 GE SILICONES OR EQUAL.2. JOINT BACKING: ROUND, OPEN CELL WIRE HANGERS BY LOOPING AND WIRE TYING, EITHER DIRECTLY TO greed Design Type: POLYETHYLENE FOAM ROD. 1. ALUMINUM/TEMPERED GLASS ENTRANCE DOORS. INSTRUCTIONS. STRUCTURES OR TO INSERTS, EYE-SCREWS, OR OTHER DEVICES WHICH REFER TO STOREFRONT ELEVATIONS, DETAIL AND DOOR SCHEDULE FOR D. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER. ARE SECURE AND APPROPRIATE FOR SUBSTRATE. SGH 4.5 G+ SPECIFICATION ABOUT MATERIAL, FINISH AND HARDWARE. E. ADJUST HARDWARE FOR SMOOTH OPERATION. E. INSTALL EDGE MOLDINGS AT PERIMETER OF ACOUSTICAL CEILING ISSUED FOR: AREA AND AT LOCATIONS WHERE NECESSARY TO CONCEAL EDGES OF ®Construction 08800 GLAZING ACOUSTICAL UNITS. PART 1 - GENERAL F. INSTALL ACOUSTICAL PANELS IN COORDINATION WITH a. HARDWARE - TO INSURE SINGLE SOURCE RESPONSIBILITY, THE A. FURNISH AND INSTALL A COMPLETE SYSTEM OF GLASS, GLAZING SUSPENSION SYSTEM, WITH EDGES CONCEALED BY SUPPORT OF FOLLOWING SHALL BE PROVIDED AND INSTALLED BY THE DOOR SUPPLIER CHANNELS, SEALANT, SETTING BLOCKS AND ACCESSORIES AS SHOWN SUSPENSION ,MEMBERS, SCRIBE AND CUT PANELS TO FIT ACCURATELY AT Title /INSTALLER AND DETAILED ON THE DRAWINGS AND RESPONSIBILITY SCHEDULE. BORDERS AND PENETRATIONS. SPECIFICATIONS HINGING - TOP PATCH AND BOTTOM PIVOTS B. SEE PLANS AND ELEVATIONS FOR SIZE AND NUMBER OF PANES. G. INSTALL HOLD-DOWN CLIPS IF REQUIRED BY CODE. CLOSERS - NORTON SERIES 1600 - ONE PER DOOR LEAF C. FOLLOW RECOMMENDATIONS FOR INSTALLATION CONTAINED IN H. GWB CEILINGS AND SOFFITS TO BE GIVEN A FLAT AND SMOOTH 2 OF 4 PUSH/PULL - KAWNEER "F-2" THE FGMA (FLOAT GLASS MANUFACTURERS ASSOCIATION) GLAZING AND FINISH TO ACCEPT PAINT FINISH. REFER TO SECTION 09250 "GYPSUM LOCKS - DEADLOCK: "BEST CORE" SEALANT MANUALS AS WELL AS SIGMA (SEALED INSULATED GLASS BOARD SYSTEMS". THRESHOLD - MILL FINISH ALUMINUM MAXIMUM 1/2" HIGH MANUFACTURE. ASSOCIATION) FOR INSULATED GLASS. Date sheet 1/29/21 Drawn By STAFF 0004 Checked By CM DESIGN & CONSTRUCTION SPECIFICATIONS (3 OF 4) MANAGEMENT: t\B<MRE 09250 GYPSUM BOARD SYSTEMS D. LAY OUT TILE PATTERN WITH THE STARTING POINT AS INDICATED 09700 LAMINATED WOOD FLOORING 10800 TOILET ROOM ACCESSORIES ml LEVEL 5 GYPSUM BOARD FINISH SPECIFICATION: ON "FINISH PLAN AND SCHEDULE" PAGE, WITH EVEN JOINT ON ALL PART 1 - GENERAL :6<ea�ryBr�,Eabt�;�°,CT 60 1��)4D-9° PART 1 - GENERAL A. ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE EMBEDDED IN FLOOR AND WALL SURFACES. A. WOOD LAMINATE FLOORING: REFER TO FINISH AND RESPONSIBILITY A. GENERAL CONTRACTOR TO SUPPLY A.D.A. APPROVED TOILET STORE #37 5 7 JOINT COMPOUND AND TWO SEPARATE COATS OF JOINT COMPOUND E. CUT AND DRILL TILE AS REQUIRED WITHOUT MARRING TILE, GRIND SCHEDULE FOR SIZES, COLORS, AND MANUFACTURERS. ACCESSORIES AND GRAB BARS INCLUDING ALL SET SCREWS AND APPLIED OVER ALL FLAT JOINTS AND ONE SEPARATE COAT OF JOINT AND FIT AROUND FIXTURES, ETC.. LEAVE COMPLETED WORK FREE FROM B. PREP FLOOR AS RECOMMENDED BY THE MANUFACTURER. ANCHORS REQUIRED FOR COMPLETE INSTALLATION. Washington Square COMPOUND APPLIED OVER INTERIOR ANGLES. FASTENER HEADS AND CRACKED, BROKEN, OR DAMAGED TILE. C. INSTALL COMPLETE PER MANUFACTURER'S SPECIFICATIONS, 9348 SW Washington Square Road ACCESSORIES SHALL BE COVERED WITH THREE SEPARATE COATS OF JOINT F. ALL TRANSITIONS BETWEEN NEW AND EXISTING OR UNLIKE FINISHES INCLUDING ALL TRANSITION STRIPS AND EXPANSION JOINTS AS REQUIRED PART 2 - PREPARATION / EXECUTION Tigard, OR 97223 COMPOUND. A THIN SKIM COAT OF JOINT COMPOUND OR A MATERIAL SHALL BE FLUSH AND SMOOTH. NO REDUCER STRIPS PERMITTED IN FOR PROPER INSTALLATION. A. G.C. SHALL INSTALL TOILET ACCESSORY UNITS ACCORDING TO Space: W14A MANUFACTURED ESPECIALLY FOR THIS PURPOSE, SHALL BE APPLIED TO STOREFRONT AREA. MANUFACTURER'S INSTRUCTIONS, USING FASTENERS AND IN WALL THE ENTIRE SURFACE. THE SURFACE SHALL BE SMOOTH AND FREE OF H. PROTECT HEAVILY TRAVELED, NEWLY TILED AREAS AS REQUIRED. PART 2 - PREPARATION / EXECUTION BLOCKING AS RECOMMENDED BY UNIT MANUFACTURER. INSTALL UNITS Construction for: TOOL MARKS AND RIDGES. NOTE: IT IS RECOMMENDED THAT THE I. INSTALL TILES USING THINSET METHOD WITH 1/16" JOINTS AT REFER TO SECTION 03732 "CONCRETE REPAIR / PREPARATION". AND TO PLUMB AND LEVEL, FIRMLY ANCHORED IN LOCATIONS AND AT HEIGHTS PREPARED SURFACE BE COATED WITH A DRYWALL PRIMER PRIOR TO THE WALLS AND FLOORS. SECTION 07200 "INSULATION AND WATERPROOFING" INDICATED, IN A TAMPERPROOF MANNER WITH SPECIAL HANGERS, APPLICATION OF FINISH PAINT. J. SEAL/WAX ALL TILE PER MANUFACTURER'S SPECIFICATIONS. TOGGLE BOLTS, OR SCREWS. PART 1 - GENERAL A. GENERAL CONTRACTOR TO RECEIVE AND STORE MATERIAL. G.C. END OF DIVISION A. FURNISH AND INSTALL ALL GYPSUM DRYWALL AND SYSTEMS 09650 VINYL RESILIENT TILE FLOORING MUST OPEN BOXES A MINIMUM OF 48 HOURS IN ADVANCE OF COMPLETE WITH PARTITION FRAMING, CEILING SUSPENSION SYSTEMS PART 1 - GENERAL INSTALLATION TO ACCLIMATE PRODUCT TO TEMPERATURE AND DIVISION - EQUIPMENT AND RELATED ACCESSORIES, PARTS, MATERIALS, ETC. AS SHOWN ON A. G.C. TO SUPPLY AND INSTALL 1/8" X 12" X 12" VINYL RESILIENT TILES, HUMIDITY OF AREA TO RECEIVE INSTALLATION. 11001 EQUIPMENT o DRAWINGS AND AS SPECIFIED. INSTALL ALL MATERIALS PER AS SHOWN AND SPECIFIED ON THE DRAWINGS. B. PREPARE SUBFLOOR OR EXISTING FLOOR SYSTEM AS PART 1 - GENERAL o$ Ln MANUFACTURERS SPECIFICATIONS, RECOMMENDATIONS, AND IN COMPLY B. INSTALL 4" HIGH X 1/8" THICK, TOP SET, COVED VINYL BASE, AT ALL A. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT WORK AND 2 v RECOMMENDED BY MANUFACTURER. WITH ALL LOCAL CODES REQUIREMENTS .. WALLS IN AREAS TO RECEIVE VINYL TILE FLOORING, AS SPECIFIED ON PLACEMENT WITH THE WORK OF ALL OTHER TRADES AND MAKE �.^ z Q C. INSTALL POLYETHYLENE FILM ON CONCRETE SUBFLOOR. ADJUSTMENTS AS REQUIRED TO ACCOMMODATE LOCATIONS OF V , O B. GYPSUM DRYWALL: ALL GYPSUM BOARD TO BE 5/8" TYPE "X" AS DRAWINGS. D. INSTALL "WHISPERWALK". Q NOTED ON NEW CONSTRUCTION PLAN. REST ROOMS TO RECEIVE C. SEE FINISH SCHEDULE FOR SPECIFIC COLORS AND MANUFACTURER. EQUIPMENT. °o MOISTURE RESISTANT GYPSUM BOARD. E. PROVIDE ADEQUATE EXPANSION SPACE AT PERIMETER, COLUMNS, B. ALL EQUIPMENT WORK SHALL COMPLY WITH ALL GOVERNING J C. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE PER AND AT ALL ALL OTHER OBSTRUCTIONS. a, PART 2 - PREPARATION / EXECUTION BUILDING CODES AND LOCAL L F. INSTALL SPECIFIED BASE OR TRIM AT PERIMETER COLUMNS AND AT MANUFACTURERS RECOMMENDATIONS. REFER TO SECTION 03732 "CONCRETE REPAIR / PREPARATION". AND TO C. EQUIPMENT SHALL BE FURNISHED, UNLOADED, UNPACKED OR o ALL OTHER OBSTRUCTIONS. D. PROVIDE MATERIALS, JOINT COMPOUNDS, TRIM, EDGES, BEADS, ETC. SECTION 07200 "INSULATION AND WATERPROOFING" UNCRATED AND PLACED ACCORDING TO THE CONSTRUCTION � m A. PREP SLAB AS REQUIRED TO RECEIVE NEW VINYL TILE. G. GENERAL CONTRACTOR TO BROOM CLEAN FLOORING AS IT IS DOCUMENTS. m FROM A SINGLE SOURCE SUPPLIER. ALL TRIM SHALL CONSIST OFA Q :rf TAPERED, GROOVED, AND PREPUNCHED FIN FOR SCREW ATTACHMENT B. FILL ALL CRACKS, JOINTS, ETC. IN SUB-FLOOR WITH CRACK FILLER INSTALLED. PROTECT FLOORING IMMEDIATELY WITH BROWN KRAFT o APPROVED BY FLOORING MANUFACTURER. INSTALL ALL MATERIALS WITH PAPER AND INSTALL MASONITE, ORIENTED STRAND BOARD OR OTHER PART 2 - PREPARATION / EXECUTION J AND TO ACCEPT BONDING AGENT. ALL BUTT JOINTS ARE TO BE NEAT ,.^ t„ o WITH TIGHT JOINTS, AND ALL CORNERS ARE TO BE MITERED. ALL EDGES, WATERPROOF TYPE ADHESIVES AS RECOMMENDED BY FLOORING PROTECTIVE FLOOR PANELS OVER ENTIRE WOOD FLOOR. A. GENERAL CONTRACTOR'S INSTALLATION OF TENANT SUPPLIED v , C) BEADS AND TRIM TO BE PRE-FINISH ALUMINUM. MANUFACTURER FOR MATERIALS AND SURFACES INVOLVED. H. NO FLOORING TO BE EXPOSED UNTIL LAST DAY OF FIXTURING AND EQUIPMENT IS TO BE INCLUDED IN GENERAL BID. Q C. SLOPE FLOOR TILE TO DRAINS. SUBSTRATE MUST ALSO BE SLOPED MERCHANDISE INSTALLATION. B. GENERAL CONTRACTOR SHALL NOTIFY THE CONSTRUCTION E. JOINT TREATMENT: U.S. GYPSUM OR GOLD BOND SYSTEM OF TO DRAIN. I. FLOOR CLEANUP: FOLLOWING COMPLETION OF WORK BY OTHER MANAGER IMMEDIATELY OF ANYDAMAGE TO THE EQUIPMENT PRIOR TO COMPOUNDS AND PERFORATED TAPE. TRADES, THE PROTECTIVE COVERING PLACED AFTER INSTALLATION 1. ERECT GWB IN A SINGLE LAYER WITH VERTICAL BUTT JOINT AND ALL VCT SHALL BE CLEANED, SEALED, AND WAXED BY G.C. PRIOR TO INSTALLATION. SHOULD BE REMOVED; FOLLOWED BY SWEEPING, VACUUMING AND/OR `+ WITH ENDS AND EDGES OCCURRING OVER FIRM BEARING. TURNOVER. C. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL HOOKUP DRY MOPPING TO REMOVE ALL LOOSE DEBRIS. OF ALL EQUIPMENT, INCLUDING ALL MECHANICAL, PLUMBING AND 2. WALLS, CEILINGS AND SOFFITS, AND ALL TRANSITIONS IN SAME, 09652 WOOD FLOORING ELECTRICAL WORK. SHALL BE PART 1 - GENERAL 09910 PAINTING AND FINISHING D. ALL EQUIPMENT MANUALS, INSTRUCTION BOOKLETS AND GIVEN A SMOOTH FINISH. A. FINISHED WOOD FLOOR AS SPECIFIED IN FINISH AND PART 1 - GENERAL WARRANTY INFORMATION SHALL BE NEATLY BOUND AND TURNED OVER 3. CORNER BEADS SHALL BE APPLIED C ALL EXTERNAL ANGLES IN RESPONSIBILITY SCHEDULES. INSTALLED PER MANUFACTURER'S PRINTED A. THE INTENT IS TO PROVIDE A SATISFACTORY FINISH TO ALL PARTS OF THIS Revisions: STRICT ACCORDANCE WITH THE MANUFACTURERS DIRECTIONS. INSTALL TO THE CONSTRUCTION MANAGER PRIOR TO THE TURNOVER. Mark Date By INSTRUCTIONS AND RECOMMENDATIONS. PROJECT. FINISH APPEARANCE MUST BE UNIFORM, SMOOTH, AND FREE OF ANY CASING BEADS AT ALL EDGES OF DRYWALL WORK EXCEPT WHERE 90%DESIGN STAFF B. MATERIALS SHALL BE LISTED WITH UNDERWRITERS LABORATORIES RUNS, SAGS, AND DEFECTIVE BRUSHING OR SPRAYING. COVER ALL SURFACES 11110 MISCELLANEOUS TERMINATION IS COVERED BY OTHER FINISH. CASING BEADS SHALL BE THOROUGHLY IF THE NUMBER OF COATS RECOMMENDED BY MANUFACTURER DOES 90%DESIGN REV EW SET AS TO FIRE AND SLIP RESISTANCE. PART 1 - GENERAL MITERED AT CORNERS AND INSTALLED NEATLY, FINISHED WITH CARCHITECTURAL TRIM, i.e. REDUCER STRIPS, BANDS, PICKETS, ETC., NOT ACCOMPLISH THE INTENT, THEN APPLY ADDITIONAL COATS UNTIL COVERAGE . A. GENERAL CONTRACTOR TO INSTALL FULL HEIGHT, WHITE CORNER COMPOUND. NO "CRIMP ON" METHOD TO ATTACHED CORNER BEADS SHALL BE OF SAME MANUFACTURER AND FINISH AS WOOD FLOOR. IS SATISFACTORY. SEE FINISH SCHEDULE FOR PAINT COLORS, MANUFACTURER, ETC. � 1/ 96 BID/LL REVIEW SET SHALL BE USED. B. USE ONLY THE PAINT AND RELATED MATERIALS SPECIFIED BY THE GUARDS WITH WHITE ADHESIVE, UNLESS OTHERWISE SPECIFIED, WHERE 00 4. JOINTS BETWEEN BOARDS SHALL BE REINFORCED WITH TAPE MANUFACTURER. SEE FINISH SCHEDULE FOR SPECIFIC COLORS. ALTERNATES ARE INDICATED ON DRAWINGS. PART 2 - PREPARATION / EXECUTION Q NOT PERMITTED. z/tBrzt STAFF EXCEPT WHERE CONTROL JOINTS ARE REQUIRED. TAPE FIELD JOINTS, A. GENERAL CONTRACTOR TO RECEIVE AND STORE MATERIAL. G.C. END OF DIVISION PERKT INTERIOR CORNER JOINTS AND WALL TO CEILING JOINTS. FILL JOINTS MUST OPEN BOXES A MINIMUM OF SEVEN DAYS IN ADVANCE OF WITH JOINT FILLING COMPOUND AND EMBED TAPE THEREIN. COVER TAPE PART 2 - PREPARATION / EXECUTION IL WITH BEDDING COMPOUND AND TAPER TO FEATHER EDGES. FILL SCREW INSTALLATION ACCLIMATE PRODUCT TO TEMPERATURE AND A. CLEAN ALL SURFACES TO BE PAINTED FREE OF LOOSE DIRT AND DUST BEFORE HEAD DEPRESSIONS WITH JOINT FILLING COMPOUND AND FEATHER THE HUMIDITY OF AREA TO RECEIVE INSTALLATION. WORK IS STARTED. WASH ALL METAL SURFACES WITH MINERAL SPIRITS BEFORE EDGES. ALLOW TO DRY. APPLYING FINISHES. WHERE RUST OR SCALE IS PRESENT, WIRE BRUSH OR SAND Q 5. COVER TAPED AND FILLED JOINTS AND FILLED SCREW HEAD REFER TO SECTION 03732 "CONCRETE REPAIR / PREPARATION". AND TO CLEAN BEFORE APPLYING FINISH. DEPRESSIONS WITH TOPPING COMPOUND APPLIED IN THREE COATS. SECTION 07200 B. PAINTED DRYWALL TO RECEIVE ONE COAT LATEX PRIMER AND TWO COATS PERMITTING THE PREVIOUS COAT TO DRY PRIOR TO INSTALLING THE "INSULATION AND WATERPROOFING" OF SPECIFIED TINT PRIMER TO APPROXIMATE SHADE OF THE FINAL COAT. TOUCHUP SUBSEQUENT COAT. B. GENERAL CONTRACTOR TO BROOM CLEAN FLOORING AS IT IS ALL SUCTION SPOTS OR HOT SPOTS AFTER APPLICATION OF FIRST COAT AND INSTALLED. PROTECT FLOORING IMMEDIATELY WITH KRAFT PAPER AND BEFORE APPLYING SECOND COAT, TO PRODUCE AND EVEN RESULT IN THE FINISH Architect/ Engineer of Record 6. SAND JOINT AND SCREW HEAD AREAS LIGHTLY BETWEEN COATS INSTALL MASONITE, ORIENTED STRAND BOARD OR OTHER PROTECTIVE COAT. DRY ALL COATS THOROUGHLY BEFORE APPLYING SUCCEEDING COATS. AND AFTER THE FINAL COAT SO THAT A SMOOTH LEVEL SURFACE IS FLOOR PANELS OVER ENTIRE WOOD FLOOR. TAPE ALL JOINT IN FLOOR FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR RECOAT TIME. SEAL ALL PRODUCED WITH THE PAPER SURFACE OF THE WALLBOARD FREE OF PROTECTION. DRYWALL SURFACES BEHIND MIRRORS. - SCUFFING. C. NO FLOORING TO BE EXPOSED UNTIL LAST DAY OF FIXTURING AND C' PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE F. PATCH AND/OR REPAIR EXISTING DRYWALL TO REMAIN TO LIKE PROP INSTALLATION. APPLYING FINISH. C 0 R T LA N tl NEW CONDITION. LEVEL ANY UNEVEN OR ROUGH SPOTS AND FINISH D. FLOOR CLEAN-UP: FOLLOWING COMPLETION OF WORK BY OTHER D. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. M 0 R s A N SMOOTH. BULGES AND VISUAL DEPRESSIONS ARE NOT ACCEPTABLE. TRADES, THE PROTECTIVE COVERING PLACED AFTER INSTALLATION E. BEFORE STARTING FINISH WORK, REMOVE HARDWARE, ACCESSORIES, PLATES, A R C H I T E C T G. INSTALL CEMENTITIOUS BACKER BOARD AT ALL AREAS TO RECEIVE TILE OR SHOULD BE REMOVED; FOLLOWED BY SWEEPING, VACUUMING AND/OR LIGHTING FIXTURES AND SIMILAR ITEMS, OR PROVIDE AMPLE PROTECTION FOR SUCH MARBLE, OR AS SHOWN ON DRAWINGS. ITEMS. 711 N. FIELDER RD. DRY MOPPING TO REMOVE ALL LOOSE DEBRIS. ARUNGTON, Tx 76012 H. ACCESS PANELS: F. PAINT ALL EXPOSED PIPING, ACCESS DOORS, VENTS, FIRE EXTINGUISHER PH: (817) 635-5696 1. G.C. SHALL PROVIDE AND INSTALL ACCESS PANELS AS REQUIRED BY CABINETS, EQUIPMENT MOUNTING BOARDS, ETC. TO MATCH ADJACENT WORK LANDLORD AND SITE CONDITIONS (COORDINATE SIZE REQUIREMENTS, NUMBER OF 09680 CARPET UNLESS OTHERWISE NOTED OR DIRECTED. Fax: 817 635-5699 PANELS REQUIRED AND LOCATIONS WITH LANDLORD AND ALL MECHANICAL PART 1 - GENERAL Seal TRADES). A. CONDITION CARPET AND ADHESIVES FOR AT LEAST 48 HOURS AT A G. SAND ENAMELED FINISHES APPLIED WOOD OR METAL BETWEEN COATS S ,S 2. ACCESS PANELS SHALL BE FLUSH TYPE (NO EXPOSED FLANGES) STYLE AS WITH FINE SANDPAPER TO PRODUCE EVEN SMOOTH FINISH. MINIMUM TEMPERATURE OF 65 DEGREES FAHRENHEIT. THE FLOOR .� MANUFACTURED BY: INTEX FORMS INC. - GLASS FIBER (GFRG) FLUSH ACCESS SHOULD ALSO BE CONDITIONED AT A TEMPERATURE ABOVE 65 DEGREES F H. MAKE FINISH WORK UNIFORM, SMOOTH, FREE OF RUNS, SAGS AND CORTLAND MORGAN PANEL. FOR AT LEAST 24 HOURS PRIOR TO INSTALLATION. THE FLOOR MUST BE DEFECTIVE BRUSHING OR SPRAYING. MAKE EDGES ADJOINING OTHER • '-3 PHONE NUMBER: 916-388-9933, EMAIL ADDRESS; SALES@INTERFORMS.COM • (SIZE AS REQUIRED) SWEPT FREE OF DUST AND DEBRIS. MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. c ARLINGTON,TEXAS 3. PANELS TO BE FACTORY PRIMED (WHITE) READY TO RECEIVE FINAL FINISH B. DO NOT INSTALL CARPET OVER CONCRETE SLABS UNTIL SLABS I. SEAL TOPS, BOTTOMS AND EDGES OF ALL DOORS. PAINT BY G.C. HAVE CURED AND SUFFICIENTLY DRY TO BOND WITH ADHESIVE AND J. CONTRACTOR TO LEAVE ONE QUART EACH COLOR OF PAINT FOR OF nv? CONCRETE HAVE PH RANGE RECOMENDED BY THE MANUFACTURER. FUTURE TOUCH-UP. C. UNLESS OTHERWISE INDICATED REMOVE, OLD VINYL TILE OR K. PRIOR TO CONTRACTOR LEAVING SITE AND AFTER ALL FIXTURES 09300 TILE AND MARBLE ARE INSTALLED AND STORE IS CLEANED, CONTRACTOR TO WALK SITE Architect/Engineer lob Na.: LINOLEUM. CLEAR OFF ALL THE DEBRIS, DIRT OR ANYTHING ELSE THAT 21-005 PART 1 - GENERAL COULD INTERFERE WITH THE BOND OF ADHESIVE. THE SUBFLOOR AND TOUCH-UP PAINT DAMAGED DURING FINAL DAYS OF PROJECT. A. MARBLE/CERAMIC/QUARRY TILE: REFER TO FINISH AND UNDERNEATH THE VINYL SHOULD BE IN GOOD CONDITION AND LEVEL L. GENERAL CONTRACTOR TO HAVE ONE (1) PAINTER PRESENT AT THE Nextore Store Design Revision No.: RESPONSIBILITY SCHEDULE FOR SIZES, COLORS, AND MANUFACTURERS. AS WELL BEFORE TO INSTALL THE NEW FLOOR. TIME OF THE PUNCH LIST TO PERFORM IMMEDIATE TOUCH-UPS/REPAIRS B. INSTALL GROUT AS RECOMMENDED BY THE TILE MANUFACTURER. D. REMOVE ANY FINISHES, WAXES, PAINT, ETC. FROM WOOD FLOORS. AS NEEDED 07 COLOR OF WALL GROUT TO BE INDICATED ON THE FINISH SCHEDULE. IF THE SURFACE MUST BE LEVEL AND CRACKS MAY REQUIRE A FLASHING NO COLOR IS INDICATED, A GROUT TO MATCH TILE IS TO BE USED. COMPOUND. PLYWOOD OR PARTICLE BOARD MAY BE NECESSARY TO END OF DIVISION Nextore project C. BASE, SADDLES, AND ACCESSORIES FROM MANUFACTURE (S) IN THE OFFSET UNEVEN FLOORS, BUT MUST BE PRIMED PRIOR TO INSTALLATION. Number 82260 STYLES, COLORS, SIZES, AND THICKNESS SPECIFIED ON THE DRAWINGS. E. CUT-BACK ADHESIVE MUST BE FLASHED OVER. USING A NOTCHED DIVISION 10000 - SPECIALTIES Brand Design Type: TROWEL, PATCH AND LET CURE. SMOOTH OVER WITH A SECOND COAT 10520 FIRE PROTECTION SGH 4.5 G+ PART 2 - PREPARATION / EXECUTION OF PATCH, USING THE FLAT SIDE OF THE TROWEL TO FILL IN THE RIDGES. PART 1 - GENERAL ISSUED FOR: REFER TO SECTION 03732 "CONCRETE REPAIR / PREPARATION". AND TO ALLOW THE NEWLY FLASHED FLOOR TO CURE. A. PROVIDE MULTI-PURPOSE CHEMICAL FIRE EXTINGUISHERS CAPABLE OF ®Construction SECTION 07200 "INSULATION AND WATERPROOFING" F. GENERAL CONTRACTOR TO VERIFY DESIRED QUANTITY NEEDED, EXTINGUISHING CLASS A, B, AND C FIRES, IN QUANTITIES AND LOCATIONS REQUIRED AND ADVISE NEXTORE PM AT EARLIEST OPPORTUNITY (WITHIN 1 WEEK BY LOCAL FIRE MARSHALL. (COORDINATE IN FIELD.) MANUFACTURER: J.L. A. BEFORE SETTING ANY TILE, THE CONTRACTOR SHALL ASSURE AFTER BID AWARDING). INDUSTRIES; COSMIC SERIES OR EQUAL. HIMSELF THAT NO TILES WILL HAVE TO BE REMOVED AFTER INSTALLATION G. INSTALL PER FLOOR AND WALL FINISH PLAN AND PROVIDE TENANT ALL EXTINGUISHERS ARE TO BE FURNISHED WITH CURRENT TAGS, INDICATING Title TO ACCOMMODATE THE WORK OF OTHER TRADES. ALL CUTTING, WITH SEAM LAYOUT PRIOR TO CUTTING / INSTALLATION. DATE(S) OF INSTALLATION. FITTING, DRILLING AND GRINDING OF THE WORK, WHERE NECESSARY IN H. FILL ALL CRACKS, JOINTS, ETC. IN SUB-FLOOR WITH CRACK FILLER SPECIFICATIONS RELATION TO THE WORK OF OTHER TRADES, SHALL BE PERFORMED SO APPROVED BY CARPET MANUFACTURER. PART 2 - PREPARATION / EXECUTION 3 OF 4 THAT THE WORK WILL BE NEATLY AND ACCURATELY DONE AND CUT I. PROVIDE DIRECT GLUEDOWN INSTALLATION USING MATERIAL AND A. INSTALL MOUNTING BRACKETS AT HEIGHTS TO COMPLY WITH APPLICABLE EDGES SHALL BE UNIFORM. METHODS RECOMMENDED BY CARPET MANUFACTURER. SEAL ALL SEAMS REGULATIONS OF GOVERNING AUTHORITIES. B. CONFORM TO REQUIREMENTS UNDER AMERICAN NATIONAL WITH SEAM ADHESIVE. B. SECURE MOUNTING BRACKETS TO STRUCTURE, SQUARE AND PLUMB, TO Date Sheet 1/29/21 STANDARDS INSTITUTE ANSI A-137.1 FOR CERAMIC TILE MATERIAL AND COMPLY WITH MANUFACTURER'S INSTRUCTIONS. Drawn By ANSI A-108 FOR INSTALLATION. STAFF 6005 C. INSTALL PER LANDLORD'S SPECIFICATIONS, WHERE APPLICABLE. checked By CM DESIGN & CONSTRUCTION SPECIFICATIONS (4 OF 4) MANAGEMENT: NB<FORE DIVISION 15000A - PLUMBING DIVISION 15000B - MECHANICAL DIVISION 16000 - ELECTRICAL 1. BRANCH CIRCUIT LOAD CENTERS SHALL BE DEAD FRONT TYPE, WITH PART I. - GENERAL I. GENERAL PROVISIONS MAIN LUGS OR MAIN OVERCURRENT DEVICE AS INDICATED, BRANCH 06C;ea�r,Brook,EastGranM,cr06c26 0.1(86 4 M PARTI - GENERAL OVERCURRENT DEVICES AS NOTED AND AN EQUIPMENT GROUND BAR, ALL IN STORE #3757 A. GENERAL CONDITIONS, CODES & STANDARDS A. GENERAL CONDITIONS, CODES & STANDARDS A. GENERAL CONDITIONS, CODES & STANDARDS A FLUSH MOUNTED SHEET STEEL ENCLOSURE. MINIMUM SHORT CIRCUIT 1. ALL WORK SHOWN ON THE PLUMBING DOCUMENTS IS TO BE PROVIDED AND INSTALLED BY 1. ALL WORK SHOWN ON THE ELECTRICAL DOCUMENTS IS TO BE PROVIDED AND CAPACITY SHALL BE 10,000 AMPS SYMMETRICAL FOR 120/208V, AND 14,000 Washington Square THE PLUMBING CONTRACTOR, UNLESS NOTED OTHERWISE. 1. ALL WORK SHOWN ON THE MECHANICAL DOCUMENTS IS TO BE PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR, UNLESS NOTED OTHERWISE. AMPS SYMMETRICAL FOR 277/480V APPLICATION UNLESS NOTED OTHERWISE. 9348 SW Washington Square Road 2.ALL WORK TO MEET APPLICABLE CODES AS LOCALLY ENFORCED. NO WORK ON THE INSTALLED BY THE PLUMBING CONTRACTOR, UNLESS NOTED OTHERWISE. 2. ALL WORK TO MEET APPLICABLE CODES AS LOCALLY ENFORCED. NO WORK ON THE LOAD CENTERS MUST BE SELECTED TO FIT IN A STANDARD STUD WALL. TiOR 97223 DRAWINGS IS TO BE INSTALLED WHERE IT CONFLICTS WITH LOCAL CODE ENFORCEMENT. 2. ALL WORK TO MEET APPLICABLE CODES AS LOCALLY ENFORCED. NO WORK ON THE DRAWINGS IS TO BE INSTALLED WHERE IT CONFLICTS WITH LOCAL CODE ENFORCEMENT. 2. LOAD CENTERS SHALL BE AS MANUFACTURED BY SQUARE D, GENERAL gard, COORDINATE WITH THE LOCAL INSPECTOR PRIOR TO INSTALLATION. DRAWINGS IS TO BE INSTALLED WHERE IT CONFLICTS WITH LOCAL CODE ENFORCEMENT. COORDINATE WITH THE LOCAL INSPECTOR PRIOR TO INSTALLATION. ES pace: W 14A ELECTRIC, ITE/SIEMENS AND WESTINGHOUSE/CUTLER HAMMER. 3. GENERAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL NECESSARY LICENSES, PERMITS COORDINATE WITH THE LOCAL INSPECTOR PRIOR TO INSTALLATION. 3. ELECTRICAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL NECESSARY LICENSES, EFIXTURES AND LAMPS Construction for: AND INSPECTIONS REQUIRED TO PROCEED WITH THE WORK. THIS SHALL INCLUDE ALL 3. GENERAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL NECESSARY LICENSES, PERMITS AND INSPECTIONS REQUIRED TO PROCEED WITH THE WORK. THIS SHALL INCLUDE A.1. ALL FIXTURES AND LAMPS ARE FURNISHED BY TENANT, INSTALLED BY REQUIRED COORDINATION WITH THE LOCAL UTILITY COMPANIES AND THEIR ASSOCIATED PERMITS AND INSPECTIONS REQUIRED TO PROCEED WITH THE WORK. THIS SHALL INCLUDE ALL REQUIRED COORDINATION WITH THE LOCAL UTILITY COMPANIES AND THEIR FEES OR COSTS. ALL REQUIRED COORDINATION WITH THE LOCAL UTILITY COMPANIES AND THEIR ASSOCIATED FEES OR COSTS. ELECTRICAL CONTRACTOR. ASSOCIATED FEES OR COSTS. 4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND B. SCOPE OF WORK PART 3 - EXECUTION TOOLS NECESSARY TO COMPLETE THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS 1. ONLY MAJOR EQUIPMENT IS SHOWN ON THE DRAWINGS. THE PLUMBING CONTRACTOR B. SCOPE OF WORK OR SPECIFIED HEREIN. D. GENERAL MISCELLANEOUS SHALL BID AND CONSTRUCT A COMPLETE AND OPERATIONAL SYSTEM. MISCELLANEOUS 5. TEMPORARY ELECTRICAL SERVICE, LIGHTING, AND RELATED WIRING SHALL BE PROVIDED 1. ALL CONDUIT RUN IN FINISHED AREAS SHALL BE CONCEALED. 2. EQUIPMENT REQUIRED TO COMPLETE THE WORK IS IN THE PLUMBING CONTRACTOR'S SCOP 1. ONLY MAJOR EQUIPMENT IS SHOWN ON THE DRAWINGS. THE MECHANICAL TO OSHA REQUIREMENTS FOR THE USE OF ALL TRADES DURING CONSTRUCTION. 2. PROVIDE TYPEWRITTEN DIRECTORY CARDS WITH BRANCH CIRCUIT o - ASSUME NO WORK OR EQUIPMENT IS PROVIDED BY OTHERS UNLESS STATED AS SUCH. CONTRACTOR SHALL BID AND CONSTRUCT A COMPLETE AND OPERATIONAL SYSTEM. IDENTIFICATION FOR BRANCH CIRCUIT PANELBOARDS. PANELBOARDS, FEEDER =3 CD 0 Ln 2. DURING BIDDING: MISCELLANEOUS EQUIPMENT REQUIRED TO COMPLETE THE WORK IS IN THE MECHANICAL DEVICES, DISTRIBUTION EQUIPMENT AND STARTERS SHALL BE FIELD MARKED o 2.1. VERIFY THE EXISTING CONDITIONS AND COMPENSATE FOR ANY VARIATIONS IN THE CONTRACTOR'S SCOPE - ASSUME NO WORK OR EQUIPMENT IS PROVIDED BY OTHERS B. SCOPE OF WORK TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARC FLASH HAZARDS �•/'1 0 UNLESS STATED AS SUCH. LJ 0 SCOPE AS A RESULT. IN ACCORDANCE WITH NEC 110.16. 2.3. WHERE THERE IS A CONFLICT THAT CANNOT BE RESOLVED BY THE GENERAL 2. DURING BIDDING: 1. ONLY MAJOR EQUIPMENT IS SHOWN ON THE DRAWINGS. THE ELECTRICAL 3. INSTALL HANDLE GUARDS ON ALL BREAKERS FOR NIGHT LIGHTING, ° o CONTRACTOR, ADVISE ENGINEER PROMPTLY FOR A RESOLUTION. DO NOT PROVIDE WORK 2.1. VERIFY THE EXISTING CONDITIONS AND COMPENSATE FOR ANY VARIATIONS IN THE CONTRACTOR SHALL BID AND CONSTRUCT A COMPLETE AND OPERATIONAL SYSTEM. J WHEN THERE IS UNCERTAINTY ON WHAT WORK IS TO BE PERFORMED. SCOPE AS A RESULT. MISCELLANEOUS EQUIPMENT REQUIRED TO COMPLETE THE WORK IS IN THE ELECTRICAL EMERGENCY AND SIMILAR CIRCUITS. 3. AS PART OF THE BIDDING PROCESS, REPORT TO THE TENANT ANY ERRORS OR UNCLEAR 2.3. WHERE THERE IS A CONFLICT THAT CANNOT BE RESOLVED BY THE GENERAL CONTRACTOR'S SCOPE - ASSUME NO WORK OR EQUIPMENT IS PROVIDED BY OTHERS 4. ALL FLUSH MOUNTED ;LOADCENTERS SHALL HAVE (3) 3/4" EMPTY �"� n Y U DIRECTIONS THAT YOU HAVE IDENTIFIED. CONTRACTOR, ADVISE ENGINEER PROMPTLY FOR A RESOLUTION. DO NOT PROVIDE UNLESS STATED AS SUCH. CONDUITS INSTALLED TO ABOVE ACCESSIBLE CEILING FOR FUTURE USE. �^' ' oa WORK WHEN THERE IS UNCERTAINTY ON WHAT WORK IS TO BE PERFORMED. 2. DURING BIDDING: 5. THE FINAL LOCATIONS OF ALL EQUIPMENT, OUTLETS, ETC. SHALL BE C. DOCUMENTSSUBJECT TO REASONABLE CHANGES IN LOCATION UP TO THE TIME OF o V 3. AS PART OF THE BIDDING PROCESS, REPORT TO THE TENANT ANY ERRORS OR UNCLEAR 2.1. VERIFY THE EXISTING CONDITIONS AND COMPENSATE FOR ANY VARIATIONS IN THEo DIRECTIONS THAT YOU HAVE IDENTIFIED. SCOPE AS A RESULT. ROUGHING-IN, AT NO ADDITIONAL COST TO THE TENANT. un 1. SUBSTITUTIONS J B. GROUNDING �•� 1.1. THE MANUFACTURERS AND MODEL NUMBERS INDICATED IN THE CONTRACT 2.3. WHERE THERE IS A CONFLICT THAT CANNOT BE RESOLVED BY THE GENERAL �J / N CD CONTRACTOR, ADVISE ENGINEER PROMPTLY FOR A RESOLUTION. DO NOT PROVIDE DOCUMENTS ARE FOR THE PURPOSE OF DESCRIPTION AND TO ESTABLISH A BASE LEVEL OF C. DOCUMENTS 1. GROUNDING OF THE ELECTRICAL SYSTEM SHALL BE BY MEANS OF AN Q o v QUALITY. THE GENERAL CONTRACTOR'S BID WILL CONTEMPLATE THE USE OF THE 1. SUBSTITUTIONS WORK WHEN THERE IS UNCERTAINTY ON WHAT WORK IS TO BE PERFORMED. INSULATED GROUNDING CONDUCTOR INSTALLED WITH ALL FEEDERS AND EQUIPMENT AND MATERIALS EQUIVALENT TO THOSE INDICATED. 1.1. THE MANUFACTURERS AND MODEL NUMBERS INDICATED IN THE CONTRACT 3. AS PART OF THE BIDDING PROCESS, REPORT TO THE TENANT ANY ERRORS OR UNCLEAR BRANCH CIRCUIT CONDUCTORS IN ALL CONDUITS AND SUPPLEMENTAL AS 2. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE SYSTEMS CAN BE OF ANY DOCUMENTS ARE FOR THE PURPOSE OF DESCRIPTION AND TO ESTABLISH A BASE LEVEL DIRECTIONS THAT YOU HAVE IDENTIFIED. REQUIRED TO MEET CODE (SUCH AS ARTICLE 517). RECOGNIZED MANUFACTURE PROVIDED THESE ITEMS MEET MINIMUM STANDARDS AS SET IN OF QUALITY. THE GENERAL CONTRACTOR'S BID WILL CONTEMPLATE THE USE OF THE C. TESTS THESE SPECIFICATIONS. EQUIPMENT AND MATERIALS EQUIVALENT TO THOSE INDICATED. 2. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE SYSTEMS CAN BE OF ANY C. DOCUMENTS 1. TEST FOR GROUNDS, SHORT CIRCUITS, AND PROPER FUNCTION ALL D. CONSTRUCTION COORDINATION RECOGNIZED MANUFACTURE PROVIDED THESE ITEMS MEET MINIMUM STANDARDS AS SET EQUIPMENT AFTER INSTALLATION IS COMPLETE. FAULTS IN THE INSTALLATION IN THESE SPECIFICATIONS. SHALL BE CORRECTED AT NO COST TO THE TENANT. 1. DURING BIDDING YOU VISITED THE SITE. WORK WITH THE GENERAL CONTRACTOR TO 1. SUBSTITUTIONS D. DEMOLITION COORDINATE ANY CONFLICTS WITH EXISTING CONDITIONS. THIS WORK SHALL BE PROVIDED DCONSTRUCTION COORDINATION 1.1. THE MANUFACTURERS AND MODEL NUMBERS INDICATED IN THE CONTRACT 1. DEMOLITION OF EXISTING ELECTRICAL EQUIPMENT, IF APPLICABLE, SHALL Revisions: AT NO ADDITIONAL COST TO THE TENANT. D. DOCUMENTS ARE FOR THE PURPOSE OF DESCRIPTION AND TO ESTABLISH A BASE LEVEL BE PART OF THE ELECTRICAL WORK AS INDICATED ON THE DRAWINGS. Mark Date By 2. GENERAL CONTRACTOR SHALL LOCATE, IDENTIFY AND PROTECT ANY EXISTING SERVICES OF QUALITY. THE GENERAL CONTRACTOR'S BID WILL CONTEMPLATE THE USE OF THE WHICH ARE REQUIRED TO BE MAINTAINED OPERATIONAL AND SHALL EXERCISE EXTRA 1. DURING BIDDING YOU VISITED THE SITE. WORK WITH THE GENERAL CONTRACTOR TO EQUIPMENT AND MATERIALS EQUIVALENT TO THOSE INDICATED. 0 12981 STAFF IIx oEsicN REVIEW SET CAUTION IN THE PERFORMANCE OF ALL WORK TO AVOID DISTURBING SUCH FACILITIES. ALL COORDINATE ANY CONFLICTS WITH EXISTING CONDITIONS. THIS WORK SHALL BE COSTS FOR REPAIR OF DAMAGES TO SUCH SERVICES SHALL BE PAID BY THE GENERAL PROVIDED AT NO ADDITIONAL COST TO THE TENANT. 2. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE SYSTEMS CAN BE ANY CONTRACTOR CAUSING THE DAMAGE. 2. GENERAL CONTRACTOR SHALL LOCATE, IDENTIFY AND PROTECT ANY EXISTING RECOGNIZED MANUFACTURE PROVIDED THESE ITEMS MEET MINIMUM STANDARDS DS AS SET 0 292/21 STAFF oow aoitt REVIEW SERVICES WHICH ARE REQUIRED TO BE MAINTAINED OPERATIONAL AND SHALL EXERCISE IN THESE SPECIFICATIONS. PART 2 - MATERIALS EXTRA CAUTION IN THE PERFORMANCE OF ALL WORK TO AVOID DISTURBING SUCH A. GENERAL FACILITIES. ALL COSTS FOR REPAIR OF DAMAGES TO SUCH SERVICES SHALL BE PAID BY THE D. CONSTRUCTION COORDINATION Q 2981 STAFF GENERAL CONTRACTOR CAUSING THE DAMAGE. PERMIT 1. PROVIDE STOP VALVES AT EVERY FIXTURE ON BOTH HOT AND 1. DURING BIDDING YOU VISITED THE SITE. WORK WITH THE GENERAL 0 COLD WATER SUPPLY LINES. VALVES, ESCUTCHEONS, FITTINGS, ETC. MUST II. INSULATION CONTRACTOR TO COORDINATE ANY CONFLICTS WITH EXISTING CONDITIONS. BE CHROME PLATED. WHERE EXPOSED, CHROME PLATED PIPE IS TO BE THIS WORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE TENANT. USED. A. GENERAL 2. GENERAL CONTRACTOR SHALL LOCATE, IDENTIFY AND PROTECT ANY 0 2. ALL ABOVE GROUND PIPING SHALL BE INSULATED WITH FIBERGLASS EXISTING SERVICES WHICH ARE REQUIRED TO BE MAINTAINED OPERATIONAL PIPING INSULATION WITH AN ALL SERVICE JACKET AND SELF SEALING LAP 1. EXTEND INSULATION WITHOUT INTERRUPTION THROUGH WALLS, AND SHALL EXERCISE EXTRA CAUTION IN THE PERFORMANCE OF ALL WORK TO (ASJ/SSL). FLOORS, HANGERS AND SIMILAR PENETRATIONS. AVOID DISTURBING SUCH FACILITIES. ALL COSTS FOR REPAIR OF DAMAGES TO 2.1 DOMESTIC HOT AND COLD WATER PIPING UP TO 3/4 INCH DIAMETER 2 MAINTAIN ACCESS TO BALANCING DAMPERS AND VALVES. SUCH SERVICES SHALL BE PAID BY THE GENERAL CONTRACTOR CAUSING THE Architect/ Engineer of Record - 1/2 INCH THICK. 3. INSULATION SHALL BE BY OWENS-CORNING, KNAUF, OR MANVILLE. DAMAGE. 2.2 FITTINGS AND VALVES SHALL BE INSULATED WITH PRE-MOLDED 4. ALL DU CTWORK AND PIPING SHALL BE INSULATED FIBERGLASS FITTINGS AND COVERED WITH A PRE-FORMED PVC FITTING PART 2 - PRODUCTS O COVER. VI. AIR DISTRIBUTION A. WIRING DEVICES C m 1. DUPLEX RECEPTACLES SHALL BE GROUNDING TYPE, NEMA 5-20R, RATED C 0 R T L A I tl PART 3 - EXECUTION A. AIR DISTRIBUTION FOR 20 AMPS, 125 VOLTS, WITH PROVISIONS FOR BACK AND SIDE WIRING. N 0 R 9 A I 1.1. SPECIFICATION GRADE DUPLEX RECEPTACLE SHALL BE HUBBELL #5362 A R C III T E C T A. GENERAL 1. DUCTWORK (ROUND OR RECTANGULAR OR SPIRAL) SHALL BE OF SERIES OR APPROVED EQUAL, HEAVY DUTY, WHITE. 1.3. GROUND FAULT CIRCUIT INTERRUPTER (GFI) DUPLEX RECEPTACLES SHALL 711 N. FIELDER RD. GALVANIZED STEEL CONSTRUCTION AND SHALL BE INSTALLED IN ARLINGTON, TX 76012 1. THE ENTIRE PLUMBING INSTALLATION, MATERIALS, EQUIPMENT, ETC. ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA MANUAL AND BE PROVIDED WHERE INDICATED. PN: (817) 635-5696 SHALL CONFORM TO THE REQUIREMENTS OF THE LOCALLY ENFORCED 2. SWITCHES SHALL BE TOGGLE OPERATED, QUIET TYPE, RATED FOR 20 FAX: (817) 635-5699 SEALED. AMPS, 120/277 VOLTS, WITH PROVISIONS FOR BACK AND SIDE WIRING. THREE Seal CODES AND STANDARDS. 2. CHANGES IN DUCT SIZES SHALL BE MADE BY UNIFORM TAPER SECTION 1.1. VERIFY FINAL ROUGH IN WITH ARCHITECT PRIOR TO WALL WAY AND FOUR WAY SWITCHES SHALL BE PROVIDED WHERE INDICATED. WITH A MAXIMUM INCLUDE ANGLE OF DIVERGENCE OF 15DEGREES. 2.1. SINGLE POLE SWITCHES SHALL BE LEVITON #1221 SERIES OR APPROVED INSTALLATION. 3. FINAL CONNECTIONS TO DIFFUSERS MAY BE MADE WITH FLEXIBLE 2. PIPING IS TO BE INSTALLED CONCEALED - SURFACE MOUNTED EQUAL SILENT ACTUATING 20-AMP 120/277V WHITE. PIPING IN FINISHED AREAS IS NOT ACCEPTABLE. DUCTWORK BUT IT'S USE IS LIMITED TO STRAIGHT HORIZONTAL OR VERTICAL CORTLAND MORGAN 2.2. THREE POLE SWITCHES SHALL BE LEVITON #1223 SERIES OR APPROVED RUNSALL CHANGES OF DIRECTION IN A DUCT SYSTEM (GALVANIZED OR • 3. ALL EXPOSED OR ACCESSIBLE P-TRAPS MUST BE PROVIDED WITH EQUAL, SILENT ACTUATING, 20-AMP, 120/277V, WHITE. CA ARLINGTON,TE XI� � . BOTTOM CLEANOUT PLUGS. FLEXIBLE) SHALL BE MADE WITH AN APPROPRIATE GALVANIZED ELBOW. 3. DIMMERS SHALL BE LEVITON SLIDING DIMMER SWITCH OF A RATING d 4. INSULATE EXPOSED P-TRAPS, HOT AND COLD VALVES AND PIPING MAXIMUM LENGTH OF ANY FLEXIBLE DUCT IS 5'-0". VOLTAGE AND WATTAGE SUITABLE FOR LOAD SERVED. COLORS OF DEVICES 7 4. FLEXIBLE DUCTS TO DIFFUSERS: MAXIMUM LENGTH OF FLEXIBLE DUCT SERVING HANDICAPPED LAVATORIES. TO DIFFUSER TO BE 5'-0". AND COVERPLATES SHALL WHITE. FO 5. IF SPACE ABOVE CEILING IS INDICATED TO BE A RETURN AIR 4. COMBINATION WALL DIMMER/OCCUPANT SENSOR SHALL BE LUTRON PLENUM. CONSTRUCTION MATERIALS ABOVE CEILING SHALL BE VIII. TESTING AND BALANCING MAESTRO 0-10V DIMMER WITH INTEGRAL PASSIVE INFRARED OCCUPANT Architect/Engineer lob No.: NONCOMBUSTIBLE, OR HAVE A MAXIMUM 25 FLAME SPREAD AND 50 SENSING, AVAILABLE IN 1-WAY OR 3-WAY CONFIGURATIONS. COLOR TO BE 21-005 SMOKE DEVELOPMENT FINISH RATING. WIRING SHALL BE LABELED PLENUM A. SYSTEM TO BE TESTED AND BALANCED WITH A REPORT SHOWING WHITE. VERIFY LOAD SERVED IS COMPATIBLE PRIOR TO ORDERING. RATED TYPE PER NFPA 70. 5. WIRING DEVICES SHALL BE SPECIFICATION GRADE. Nextore store Design Revision No.: ACTUAL AIR FLOWS AT NEWLY INSTALLED DIFFUSERS. AIR FLOW TO BE WITHIN 6. ALL CLEANOUTS ARE TO BE INSTALLED FLUSH WITH THE FINISHED 15% OF THE DESIGN VALUE SHOWN ON THE DRAWINGS. WHERE THIS AIR 6. COVERPLATES FOR POWER, DATA & TELEPHONE SHALL BE LEVITON OR 07 FLOOR OR WALL. QUANTITY CANNOT BE MET, ADJUST UPSTREAM DAMPERS UNTIL IT IS MET. APPROVED EQUAL, WHITE, PLASTIC. COORDINATE THIS WORK WITH MACY'S OPERATIONS. LIGHTING CONTRACTORS SHALL BE IN NEMA 1 ENCLOSURE, NORMALLY OPEN B. INSULATION ELECTRICALLY HELD, 120V, COIL, 20A. REFER TO PLANS FOR NUMBER OF POLES. Number Project 82260 1. EXTEND INSULATION WITHOUT INTERRUPTION THROUGH WALLS, LIGHTING AND RECEPTACLE LOAD CENTERS (PANELS). Brand Design Type: FLOORS, HANGERS AND SIMILAR PENETRATIONS. SIGH 4.5 G+ 2. MAINTAIN ACCESS TO VALVES ISSUED FOR: E Construction Title SPECIFICATIONS 4OF4 Date Sheet 1/29/21 Drawn By STAFF 0006 Checked By CM DESIGN & CONSTRUCTION MANAGEMENT: W La EXISTING TENANT DEMISING PARTITION: A. THE G.C. SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE I. IN ACCORDANCE WITH THE DRAWINGS, THOSE ITEMS WHICH ARE REMOVED, AND ARE IGENERAL: LANDLORD PROVIDED LEASE SPACE: NEXMRE METALS STUDS WITH 5/8" TYPE "X" GYP. BD.TO DECK. UL PUBLIC AND/OR WORKMEN ON THE JOB AND TO PREVENT ACCIDENTS OR INJURY TO NOT RELOCATED OR REUSED, SHALL BE DISPOSED OF BY THE G.C. DESIGN U-465 ANY PERSON ON,ABOUT OR ADJACENT TO THE PREMISES. THE G.C. SHALL COMPLY EXISTING LEASE AREA. G.C.TO REPORT ACTUAL DIMENSIONS VS SHOWN DIMENSIONS TO PROJECT MANAGER PRIOR TO NEW aocow omc ci Ma"",off aso o • ;lres-o00 WITH ALL LAWS,ORDINANCES CODES, RULES AND REGULATIONS RELATIVE TO SAFETY J. ANY EXISTING DOORS AND FRAMES TO BE REMOVED UNLESS NOTED OTHERWISE ON CONSTRUCTION LAYOUT. ng.Cr Daae 0•1i 13)6134100 AND THE PREVENTION OF ACCIDENTS. PLANS; REFER TO DOOR SCHEDULE 6Crem Brook Exit Gd" EXISTING INTERIOR WALLS TO REMAIN, METAL STUDS @ 2. EXISTING CONSTRUCTION BARRICADE PER MALL REQUIREMENTS V.I.F.. 16" O.C.WITH 5/8" GYP. BD. EACH SIDE. B. WORKI G IS DRAWINGS.ON PLAN DO NOT RBE EMOVE OR DEMOLISH D IN OANYTHING WITH THE HOURE T V VERIFYING OF K O ELECTRICAL RECEPTACLES TO REMAIN UNLESS NOTED OTHERWISE ON PLANS; REFER 3. EXISTING NEUTRAL PIER CONSTRUCTION AND REVEAL CHANNEL BY LANDLORD. STORE 03757 AND COORDINATING WITH ALL GENERAL TRADES AS TO HOW THEY RELATE TO THE OVERALL PROJECT. L. REMOVE ALL WALL VINYL FROM WALLS(AS REQUIRED)AND PREP WALLS FOR NEW 4. STOREFRONT AREA OPEN READY FOR NEW STOREFRONT CONSTRUCTION. Wa Sh I nton Square FINISHES. 5. EXISTING TENANT DEMISING WALLS. METAL STUDS AND 5/8"GYP. BD.TO DECK, READY FOR NEW TENANT CONSTRUCTION AND C. THE G.C. SHALL BE RESPONSIBLE FOR REMOVING OR DEMOLISHING EXISTING 9348 SIN Wa$ llgt011 Square Road BRACING CT OP N WHIG NT SUPPORTER WITH THEIR NEW WORK AND ANY TEMPORARY M. CURREONINSPECT ALL EXISTING XIS ND PREPARED FOR N QUALITY FINISH THAT THEY ARE UP TO FINISHES. Tigard, O R 97223 6. EXISTING CONCRETE SLAB TO BE CLEAN, SMOOTH,AND LEVEL, READY FOR NEW TENANT FLOORING. D. WHEN EXISTING ELECTRICAL SERVICE POWER,AND LIGHTING IS REMOVED STUB BACK 7. EXISTING ELECTRICAL EQUIPMENT PROVIDED BY THE LANDLORD. COORDINATE WITH ELECTRICAL SHEETS FOR ADDITIONAL Space- W 14A BARRICADE &BARRICADE GRAPHICS: AND CAP AS REQUIRED IN AREAS BETWEEN EXISTING CONDITIONS AND NSW WORK. N. G.C.TO PROVIDE AND INSTALL TEMPORARY BARRICADE PER DETAIL. SUBJECT TO • BARRICADE GRAPHICS ARE BE PROVIDED AND INSTALLED BY THE TENANT UPON E. REMOVE EXISTING FLOORING MATERIAL CAP EXISTING MECHANICAL, PLUMBING AND COMPLETION OF THE BARRICADE CHANGE PER REQUIREMENTS.GC TO ITEMIZE COST OF BARRICADE. INFORMATION. Construction for: ADE INSTALLATION, OR UPON FULL EXECUTION OF THE ELECTRICAL SERVICES FLUSH WITH EXISTING SLAB AS REQUIRED TYPICAL THROUGHOUT; 8. EXISTING ACCESSIBLE TOILET ROOM BY LANDLORD INCLUDING ALL FIXTURES,ACCESSORIES,AND FINISHES. I TENANT LEASE. REFER TO RESPONSIBILITY SCHEDULE ON SHEET G)02 FO FLO6RING PREPARATION. O. PRIOR TO INSTALLATION OF NEW FLOOR,GC TO VERIFY EXISTING FLOOR CONDITIONS MEETS AND ARE IN COMPLIANCE WITH ANSI STANDARD FOR THIN SET TILE AND THE • BARRICADE GRAPHICS ARE TO BE SUBMITTED TO THE TENANT COORDINATOR FOR F. AT THE G.C.'S OPTION DEMOLISH OR REMOVE MORE OR LESS EXISTING WOR LATEST EDITION OF TILE COUNCIL OF AMERICA.IF THERE ARE ISSUES OR DEFICIENCIES, APPROVAL PRIOR TO INSTALLATION.ALL GRAPHICS ARE TO BE ORDERED THROUGH PROVIDED THAT SUCO VARIATION WILL EXPEDITE THE PROJECT AND NOT INC, EASE THE CONTACT NEXTORE PROJECT MANAGER PRIOR TO INSTALLATION. BOSTON BARRICADE. EXPENSE TO THE OWNER OR VIOLATE ANY CODES. THESE OPTIONS SHALL BE SUBJECT • ANY REQUIRED BARRICADE AND OR GRAPHICS TO BE SUPPLIED BY VENDOR OTHER THAN TO THE NEXTORE'S PROJECT MANAGER'S APPROVAL. BOSTON BARRICADE DUE TO LANDLORD REQUIREMENTS, SHALL BE COORDINATED, G. SHUTDOWN OWN IN THE BID. SHUTDOWNS WITH LANDLORD&INCLUDE COSTS OF SUPPLIED, AND INSTALLED BY GENERAL CONTRACTOR. 4-SGH4.1-AD100-REVOl H. EXCEPT AS NOTED,G.C.SHALL INCLUDE COSTS TO CUT, PATCH AND/OR REPAIR EXISTING WORK AND EXISTING FACILITIES WHICH MAY BE DISTURBED DURING INSTALLATION OF a(0 NEW WORK IN BID PACKAGES. �^ ' � � V O 2-SGH4.1-AD100-REV00 �_ O x c o J ro L � Y U V— ro O _V 0 7 M N J O Q O V Revisions: Mark Date By Q1/29/21 STAFF 90%DESIGN REVIEW SET Q2/12/21 STAFF 100%BID/LL.REVIEW SET Q2/1821 STAFF PERMIT A Architect/ Engineer of Record O 51'-2' LEASE DIMENSION 1'-0 81-01, EXISTING RETAIL L.D. C O R T L A N TOILET ROOM SALES AREA 0 EXISTING 8 6 A 0 R G A T ARCHITECT CLG.HT.=8'-0" CLG.HT.= DECK 3 r 711 N. LD o p ARLINGTON,IETXER76012 - � PH: (817) 635-5696 FAX: (817) 635-5699 S 2 Seal S w • CORTLAND MORGAN I I C ARLINGTON TEXAS 0 Z / O N o w o p I Architect/Engineer Job No, w 0 w 21-005 Nextore Store Design Revision No 07 I Nextore project Number 82260 Brand Design Type: I SGH 4.5 G+ I 2 _ ISSUED FOR: ,4 — 0 Construction 3 Title LEASE FLOOR PLAN SCALE W l-4)LEASE OUTLINE FLOOR PLAN Date 1/29/21Sheet 1 Drawn By STAFF AX100 Checked By CM DESIGN & CONSTRUCTION - - - - _ .: - --_ __ - - -- - _ -_ __ _-- 1 MANAGEMENT: 1 KEY '� � - � ` T CEILING FIXTURE LEGEND 1. EXISTING SPACE IS OPEN TO STRUCTURE AS PROVIDED BY LANDLORD. ® „_ -..._. 2. ITEMS/EQUIPMENT IN SHOWN IN STRUCTURE AREA ARE FOR INFORMATION ONLY,VERIFY IN FIELD IF THEY STILL EXIST. EXISTING 2 x 2 RECESSED LIGHT FIXTURE • • 3. EXISTING TOILET ROOM CEILING, LIGHTING AND DIFFUSERS BY LANDLORD. �s �=�T , _.- _.;_ � -._ EXISTING SUPPLY AIR DIFFUSER STQ R E� #3 7 rj 7 Washington Square EXISTING TOILET ROOM EXHAUST 9348 SW Washington SgUarE ROad Tigard, OR 97zz3 Space: W14A Construction for: �� o a� �^ o � V I � o � O � c 0 0 J � • � � L � �' V � N oa �' V c0 '�—� O � J � � Q 0 Revisions: Mark Date By Q1/29/21 STAFF 90%DESIGN REVIEW SET Q2/12/21 STAFF 10096 BID/L.L.REVIEW 8Ei Q2/18/21 STAFF PERMR 51'-2" LEASE DIMENSION Architect / Engineer of Record EXISTING 8,_0, TOILET ROOM O EXISTING 02" SPRINKLER LATERAL � �,' V U CLG.HT.- 8'-0" I @ 15'-7"A.f . (TYP.) U i, — — 010" @14'-1"A.F.F. LL C R R T L A N 0 a.. M Q R 6 A N _ .. Ol �, @ CHILLED TER �- A R C H I T E C T I � � � LINES @12-6" A.F.F. � ` 15'-8" A.F.F. o K I E A � � � � � � 01�" @ 711 N. FIELDER RD. � �+ 010" ,� 010" � ARLINGTON, TX 76012 w ® � � ¢ 01 " @ ', x 15'-5"A.F.F. PH: (817) 635-5696 � � Ol�" @ I g.i g o � 15'-8" A.F.F. � � 14'-4"A.F.F. FAX: 817 635-5699 a', a a � a', � I Seal m' m � m m' w .�t��]7 _ _ _ W W W J •�f�l N N O N . . . . . N w \1! F- o � � � � � � � CqR ORGAN u " I � • '►] Z / � C/� �LINGfON, TEXAS • O w � � _ _ o � 06" SPRINT LER MAIN `'-° Q O1 @ I � `� "' '-� ry 12'-2"A.F.F. .y ,tea„ ( v � .. /� ! � a J I ��o I = MODULAR CHILLED WATER UNIT I I I Architect/Engineer lob No.: @ll'-S" A.F.F. \\ // I I 21-005 O D O � Nextore Store Design Revision No.: i01a„ 0 ',., � j '� Nextore project A — — — — Number 82260 Brand Design Type: DECK AREA SGH 4.5 G+ 1 z I CLG.FIr.=v'-a• � ISSUED FOR: ®Construction Title �� LEASE OUTLINE STRUCTURE PLAN LEASE STRUCTURE PLAN Date Shee[ 1/29/21 Drawn ey STAFF AX2OO Checked By CM DESIGN & CONSTRUCTION MANAGEMENT: FIXTURE PLAN KEY NOTES, , �., 2. ,.. G.EN _4 NOTES ,... [\EXFORE 1. LEASE LINE, G.C.TO REPORT ACTUAL DIMENSIONS VS SHOWN DIMENSIONS TO PROJECT MANAGER PRIOR TO CONSTRUCTION START. A. G.C.TO REFERENCE FIXTURE CONTRACTORS SHOP DRAWINGS FOR INSTALLATION 2. IN RECESSED FIRE EXTINGUISHER CABINET WITH 2A-10BC FIRE EXTINGUISHERS. (SUGGESTED LOCATIONS ON PLAN.) INSTRUCTIONS FOR ALL FIXTURES,WALL CABINETS, BASE CABINETS, AND 3. INSTALL SALES AREA WALL FIXTURES SEQUENTIALLY STARTING AT THIS POINT. DIMENSIONS ARE TO THE CENTER OF THE FIXTURE. GC TO VERIFY ADJACENT COUNTERTOPS. G.C.TO COORDINATE WITH FIXTURE CONTRACTOR TO ENSURE 06 ream"e,i 3 �k East a v 0 ow:a � s )413-970t WALL IS CLEAN, LEVEL, STRAIGHT AND PLUMB. SEE PERIMETER WALL FIXTURE SECTION DETAIL"A",THIS SHEET FOR BLOCKING REQUIREMENTS. COORDINATE PROPER FIT OF ALL COMPONENTS, WITH ELECTRICAL FOR REQUIRED POWER AND DATA. B. G.C.TO ENSURE FIXTURES ARE PROTECTED DURING CONSTRUCTION. STORE 43757 4. INSTALL RAYBAN WALL FIXTURES AS INDICATED,COORDINATE WITH NEXTORE PM FOR FIXTURE SPECIFICATIONS. DIMENSIONS ARE TO THE CENTER OF THE FIXTURE.G.C.TO VERIFY ADJACENT WALL IS CLEAN, LEVEL, STRAIGHT AND PLUMB. SEE WALL FIXTURE SECTION DETAIL "B" FOR BLOCKING REQUIREMENTS. Washington Square COORDINATE WITH ELECTRICAL SHEETS FOR REQUIRED POWER AND DATA C. G.C.TO PROVIDE ADEQUATE BRACING, AS REQUIRED, IN WALLS TO SUPPORT WALL 9348 SW Washington Square Road 5. INSTALL RAYBAN SIGNAGE.GC TO COORDINATE WITH NEXTORE PM FOR SIGNAGE SPECIFICATIONS AND MOUNTING DIMENSIONS. CABINETS AND FIXTURES. Tigard, O R 97223 9'-0" A.F.F. 6. INSTALL RAYBAN WAYFARER FIXTURE SUSPENDED FROM CEILING. SEE INSTALLATION DETAILS ON SHEET A401. 7. INSTALL CASH WRAP AS INDICATED.CASH WRAP PROVIDED WITH AN ACCESSIBLE CHECK OUT COUNTER SURFACE AREA THAT IS A MINIMUM 36" L @ 34" A.F.F. D. G.C.TO FURNISH AND INSTALL LOCKSET OPERATIONAL BY TENANT ONLY. Space- W 14A 8'-6"A.F.F. MAX,AND PROVIDES A 30" X 48" CLEAR FLOOR SPACE FOR A PARALLEL APPROACH, SEE FIXTURE DETAIL "C". COORDINATE WITH ELECTRICAL FOR REQ UIRED 3/4"x 6" F.R.T. PLY. POWER AND DATA. E. G.C.TO SIGN FOR PACKAGES WITH A NOTE "SUBJECT TO CONCEALED DAMAGES" Construction for: IN-WALL BLOCKING ON IT. 3/4"x 6" F.R.T. PLY. 8. INSTALL ALL SALES AREA FLOOR FIXTURES AS DIMENSIONED. ALL UNDER FLOOR ELECTRICAL TO BE IN CONDUIT(TYP.). COORDINATE WITH ELECTRICAL IN-WALL BLOCKING DRAWINGS FOR ELECTRICAL REQUIREMENT OF FIXTURES. F. E = EXISTING TO REMAIN. 9. PROVIDE CONSTRUCTION FOR AND INSTALL LED WALLS AS INDICATED. GC TO COORDINATE WITH NEXTORE PM FOR FIXTURE SPECIFICATIONS AND DETAILS. M = EXISTING TO BE RELOCATED. COORDINATE WITH SHEETS A402 FOR INSTALLATION DETAILS. SEE ELECTRICAL SHEETS FOR REQUIRED ELECTRICAL INFORMATION. F= FUTURE EQUIPMENT 10. PROVIDE CONSTRUCTION FOR AND INSTALL DIGITAL SMART SHOPPER FIXTURES AS INDICATED. COORDINATE WITH SHEETS A402 FOR INSTALLATION DETAILS. 11. PROVIDE CONSTRUCTION FOR AND INSTALL SURFACE MOUNTED MIRROR AS INDICATED.COORDINATE WITH SHEETS A401 FOR INSTALLATION DETAILS. G. REFER TO ELEVATION SHEETS A200-A201 FOR ACCESSIBILITY ACCESS SIGNAGE WHEN APPLICABLE. 12. PROVIDE CONSTRUCTION FOR AND INSTALL RECESSED MIRROR AS INDICATED. SEE DETAILS ON SHEET A401 FOR DETAILS. 13. INSTALL SALES AREA GRAPHIC PACKAGE ITEMS AS INDICATED, REFER TO RESPONSIBILITY SCHEDULE ON G002 AND GRAPHICS SCHEDULES FOR RESPONSIBILITIES. 0-8 REFER TO INTERIOR ELEVATIONS FOR MOUNTING DIMENSIONS AS APPLICABLE. 73 Ln 14. INSTALL NEW SHELVING SYSTEMS IN THE BACK OF HOUSE. W 00 15. INSTALL NEW COAT HANGER IN THE BACK OF HOUSE. 2-SGH4.5-A100-REV00 L) O 16. INSTALL NEW SAFE IN THE BACK OF HOUSE. 0O 17. INSTALL NEW MICROWAVE AND REFRIGERATOR IN THE BACK OF HOUSE. J m 18. INSTALL NEW TECH RACK IN THE BACK OF HOUSE AREA AS INDICATED. COORDINATE WITH ELECTRICAL DRAWINGS FOR DETAILS. Y 19. EXISTING ELECTRICAL EQUIPMENT PROVIDED BY LANDLORD. COORDINATE WITH ELECTRICAL DRAWINGS FOR REQUIRED WORK. P-5" A.F.F. 20. (1) EXISTING A.D.A.COMPLIANT TOILET ROOM PROVIDED BY LANDLORD TO REMAIN. 0 a � @ 3/4"x 16" F.R.T. PLY. 0 IN-WALL BLOCKING D .. _ QCD ED ' —GE — — GC NERAL CONTRACTOR Q p 7LOCKERS(#) K DESCRIPTION MODEL# MANUFACTURER REMARKS SUPPLY NSTALL BY BY SIX R X STYLE-1 EMPLOYEE LOCKERS 36168BLK SALSBURY T GC SAFE SMALL DROP SLOT SAFE UC-025K SENTRYSAFE BOLTED TO FLOOR BY G.C. T GC MICRO MICROWAVE OVEN M01108SST AVANTI T GC 3'-0"CLEAR(MIN.) FRIDGE 3.3 CU. FT. REFRIGERATOR RM3361B AVANTI COLOR: BLACK T GC 2'-6" W x D x H PIPP SHELVING STORAGE SHELVING PIPP W = WIDTH D = DEPTH H = HEIGHT T GC %% Revisions: MOP SINK SERVICE SINK #Z1996-24-SDL-HH ZURN GC GC j Mark Date By WATER COOLER BOTTLED WATER COOLER #GNB210-CD OR GNW210 NEXUS V29/21 STAFF i 90%DESIGN REVIEW SET 04813- 1 2/12/21 STAFF ��ry II 100%BID/L.L.REVIEW SET N N ia— SECTION 2/18/21 STAFF PERMIT 04813-01 L PLAN A-SGH4.5-A100-REV00 A 1 51'-2" Architect/ Engineer of Record LEASE DIMENSION RETAIL SALES AREA 100 1'-0" 10 CLG.HT.= 11'-0" L.D. C O R T L A M D aoz 3'-78" • " T-Dk, T-04"Oq„ 4' " 3'-p " T-0-43" 4•_0" 3'_78„ M 0 R C A N 3 3 4_0 _0ARCHITECT 711 N. FIELDER RD. o ARLINGTON, TX 76012 PH: (817) 635-5696 J FAX: (817) 635-5699 oa4sC-ao o44s0-CC / 1 GEN-DIGMOl-00-LOCI :.<-:� - <j c,Fn atw�m I 04404-0. e 044'4-0z 04409 0 3 N4'_4-C e M2aa2 04404 02 a 02 Seal EXISTING — — J a a 2 — — TOILET ROOM V \ nwl 12 A I ,�•� S `�♦ A100 l� 20 102 20 ? _� I 7 (TYP) CLG.HT.=8'-0" — �\ 5'-2e" S'-6" 5'-8" s'-s" 8 CORTLAN ORGAN ARLINGTON,TEXAS16 • A4—01 o 44z /\S„ b F OR Z Architect Engineer Job N o .: w 21-005EMPLOYEE AREA 20 BACK OF HOUSE Nextore Store Design Revision No.: 6 CLG.HT.= 10'-0" (fYP) ^ 0 7 16 15En A401 A:00 C+ II 1 PATH OF EGRESS 8 19 I— — — — — — Nextore project A401 58'-9 Number 82260 jg L J 10-OObEO TO-OOb£0 1 5 8"- 0 -00t,E0 i0-00V O I0-00bEO Io-so 0 1q o — — — — Brand Design Type. — — 9 SGH 4.5 G+ 402 d13HS ddld a I 00-ZS1`ZO 00-ZSbzo 96xUx8b I ISSUED FOR: l A - - — — ®Construction \ 3 2'_18° 4,_18. 3,_3g 3,_3Z„ 4'_la" 3'_3$" 3'-39 4'-1$" 2'-10$" 4 8 Title FIXTURE - FLOOR 1 FIXTURE - FLOOR PLAN PLAN SCALE: U4'=1'-O' Date Sheet 2 1 1/29/21 Drawn By STAFF A100 Checked By CM DESIGN & Too STOREFRONT ENTRY (INTERIOR) looB STOREFRONT ENTRY (EXTERIOR) lol REAR EXIT 10 RESTROOM (EXISTING) l03 SALES TO B.O.H. A ACCESSIBILITY AND LIFE SAFETY: MANAGEMENT: STRUCTION veo EX. P-53 P-53 DOOR/JAMB FINISH(PULL SIDE): DOOR/JAMB FINISH(PULL SIDE): DOOR/JAMB FINISH(PULL SIDE): 1. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL,OR SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. NEXMRE GLASS THICKNESS GLASS THICKNESS / 10, P-53 P-53 P-50 MIR-50 2. EXIT DOORS QNCLUDING EXISTING DOORS)SHALL NOT BE LESS THAN 36"IN WIDTH HAND NOT TO BE DETERMINED TO BE DETERMINED DOOR/JAMB FINISH(PUSH SIDE): DOOR/JAMB FINISH(PUSH SIDE): DOOR/IAMB FINISH(PUSH SIDE): LESS THAN 6'-8'IN HEIGHT. PROJECTIONS INCLUDING PANIC HARDWARE,SHALL NOT REDUCE • .:-. •BY STOREFRONT / \ BY STOREFRONT �\ THE OPENINGS TO LESS THAN 32"IN CLEAR WIDTH. • "-• -3-� • s VENDOR BASED ON / \ VENDOR BASED ON 3. HEIGHT OF THRESHOLDS AT EXIT DOORS SHALL BE 1/2"MAXIMUM. SIZE OF GLAZING / \ SIZE OF GLAZING _ STORE 43757 / \ / CLOSER / 4. CARPET PILE HEIGHT SHALL BE 1/2"MAXIMUM. / \ VFi / WashingtonS uare E AL � 5. AISLES LEADING TO REQUIRED EXITS SHALL HAVE A MINIMUM WIDTH OF 44". 9348 SW WaShngton Square Road STOREFRONT FINISH: - STOREFRONT FINISH: /PULLS / / 6. GLASS DOORS,ADJACENT PANELS,AND ALL GLAZED OPENINGS WITHIN 24"OF ADJACENTTEA.SIDE EP HOLE / / FLOORS SHALL BE TEMPERED GLASS. I I ard, OR 972Z3 MF-51EWER o / o7. PROVIDE EXIT SIGNS AND DIRECTIONAL EXIT SIGNS AT LOCATIONS SHOWN ON THE FLOOR PLAN. EXIT SIGNS SHALL HAVE A MAXIMUM 6"HIGH BY 3/4"STROKE BLOCK LETTERS ON A Space: W14A CONTRASTING BACKGROUND.PUSH/PULLS �/ ANIC KICK Construction for: EA.SIDE � / / HARDWARE PLATE �, 8. EXIT SIGNS SHALL BE INTERNALLY ILLUMINATED BY TWO ELECTRIC LAMPS OR SHALL-BE OF (B.C.H.SIpE) m APPROVED SELF-LUMINOUS TYPE. IF TWO LAMPS ARE USED,POWER SUPPLY TO ONE OF THE o LAMPS SHALL BE PROVIDED BY THE PREMISES WIRING SYSTEM.POWER SUPPLY TO THE OTHER LAMP SHALL BE FROM STORAGE BATTERIES. THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. DOOR TYPE DOOR TYPE DOOR TYPE DOOR TYPE DOOR TYPE 9. EMERGENCY LIGHTING SHALL BE PROVIDED FROM AN EMERGENCY POWER SYSTEM AND SHALL PROVIDE A VALUE OF ONE FOOT CANDLE AT FLOOR LEVEL. 4 7/8" 10.ALL DOORS TO BE OPERABLE IN THE DIRECTION OF EGRESS TRAVEL AT ALL TIMES. 35/8'STEEL o B COMPLIANCE NOTES FOR DOORS: �- (2)20 GA. STUD WALL W/5/8" 0 Lr) S A MIL.STUDS TYPE"X"GYP.BD. a 1. DOORS:GENERAL SHALL MEET THE REQUIREMENTS OF THE BUILDING CODE&CURRENT c J l7 p EACH SIDE EDITION OF THE LIFE SAFETY CODE. R CMU 2. REGARDLESS OF THE OCCUPANT LOAD SERVED,EXIT DOORS SHALL BE OPERABLE FROM U O CRETE THE INSIDE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT,MANUALLY OPERATED EDGE :1::� UN SE "T' V IMASONRY OR SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS OR ANY OTHER TYPE OF 0 O SEALANT STRU URAL 8'-0"A.F.F. DEVICE THAT MAY BE USED TO CLOSE OR RESTRAIN THE DOOR OTHER THAN BY SHOP DRAWINGS TO BE PROVIDED BY SHOP DRA GST BE PROVIDED BY ANCHORS 16 GA.PRE FIN. STOREFRONT VENDOR AS APPLICABLE fSREFRONT R AS APPLICABLE ALUMINUM 16"O.C.IN METAL FRAME, EZYlAM6"ISD"IN-SWING (HOLD)@ HEAD OPERATION OF THE LOCKING DEVICE SHALL NOT BE USED.WHERE EXIT DOORS ARE SUED WATER DIVERTER GROUT 2 X 4 FRT STOP,&CASING. DOOR FRAME IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED THE DOOR LEAF HAVING J^^ MATCH 16GA WELDED JOINTS WOOD BUCK (888)399-S262 AND AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR KNOB OR SURFACE MOUNTED �/ m BUILDING FRAME 16GA HARDWARE.THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRED MORE THAN ONE STANDARD WELDED JAMB ANCHOR OPERATION. DOOR SWING DIRECTION 3. DOOR HARDWARE.HANDLES, PULLS,LATCHES, LOCKS AND OTHER OPERATING DEVICES rp DOOR HEAD IAMB FRAME DOOR E ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND =p AND DOES NOT REQUIRED TIGHT GRASPING,TIGHT PINCHING OR TWISTING OF THE WRIST0 x RI R DOOR EXTERIOR DOOR INTERIOR DOOR INTERIOR DOOR TO OPERATE LEVER-OPERATED MECHANISMS,PUSH-TYPE MECHANISMS,AND U-SHAPED -w 3 HANDLES ARE ACCEPTABLE DESIGNS.WHEN SLIDING DOORS ARE FULLY OPEN,OPERATING V , Ln O� HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES.HARDWARE REQUIRED QFOR O JAMB / HEAD TYPE JAMB / HEAD TYPE JAMB / HEAD TYPE JAMB / HEAD TYPE JAMB / HEAD TYPE ABOVEFNSIHESFLBLE OR PASSAGE SHALL BE MOUNTED NO HIGHER THAN 48"(1220 MM) ABOVE FINISHES FLOOR. 4. CLEAR WIDTH. DOOR WAYS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 IN.(815 MM) DOOR FINISHED SIZE: ARCHITECT TO FILL IN BASED ON APPROVED CDS PLAN DOOR FINISHED SIZE: ARCHITECT TO FILL IN BASED ON APPROVED CDS PLAN DOOR FINISHED SIZE: ARCHITECT TO FILL IN BASED ON APPROVED CDS PLANWITH THE DOOR OPEN 90 DEGREES,MEASURED BETWEEN THE FACE OF THE DOOR AND DOOR FINISHED SIZE: 3'-0"W x 7'-0"H x 13/4"T DOOR FINISHED SIZE: 3'-0"W x 7'-0"H x 1 3/4"T THE OPPOSITE STOP. DOOR MATERIAL/FINISH: GLASS(VENDOR TO GIVE SPECIFIC W HEIGHT RANGES) DOOR MATERIAL: ALUMINUM &GLASS DOOR MATERIAL: METAL DOOR MATERIAL: SOLID CORE WOOD DOOR MATERIAL: SOLID CORE WOOD FRAME MATERIAL: METAL ANQ S. MANEUVERING CLEARANCES AT DOORS. FLOOR WITHIN THE REQUIRED CLEARANCES FRAME MATERIAL/FINISH: TOP PATCH HINGE W/2 1/2"BOTTOM RAIL./FINISH:MF-51 FRAME MATERIAL: ALUMINUM FRAMED DOOR W/GLASS.KAWNEER 190 NARROW FRAME MATERIAL THRESHOLD: THRESHOLDS PEMKO MFG.CO. #175A/ALUMINUM, : METAL FRAME MATERIAL: METAL SHALL BE LEVEL AND CLEAR. STILE W/10"BOTTOM RAIL. ALLOY 6063-76 FOR EXTERIOR DOOR CONDITIONS THRESHOLD: N/A THRESHOLD: N/A 6. THRESHOLDS AT DOORWAYS. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4 IN. HANDLES: PUSH/PULLS(2)PR.,CUSTOM CIRCULAR(STAINLESS STEEL) HANDLES: PUSH/PULLS(2)PR.,CUSTOM CIRCULAR(STAINLESS STEEL) HINGES: DOOR MFG BUTT HINGES,STAINLESS STEEL,5 KNUCKLE, HINGES: BUTT HINGES(1-1/2 PAIR PER DOOR)STANLEY HARDWARE HINGES: BUTT HINGES(1-1/2 PAIR PER DOOR)STANLEY HARDWARE (19 MM)IN HEIGHT FOR EXTERIOR SLIDING DOORS OR 1/2 IN.(13MM)FOR OTHER TYPES OF THRESHOLD: NONE THRESHOLD: THRESHOLDS PEMKO MFG.CO. #175A/ALUMINUM,ALLOY 412"X 4',NON-REMOVABLE PIN HINGES FBB-179,4-1/2"x 4-12" FINISH -US26D FBB-179,4-1/2"x 4-1/2"FINISH-US26D DOORS. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS LATCH DEVICE: KEYED CYLINDER WITH THUMB TURN AT INTERIOR. LATCH DEVICE: 6063-76 LATCH DEVICE: BEST ACCESS SYSTEMS 93K-7-R-15-D-STK;FINISH US26D LATCH DEVICE: BEST ACCESS SYSTEMS 93K-7-R-15-D-STK; FINISH US26D SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. FUNCTION LOCK: DUST PROOF STRIKES IVES#DP1 DP126D(MATCH FINISH MF-51) FUNCTION LOCK: GENERAL LOCK;DOOR HOOKBOLT;AHB118 AL/DU LATCH DEVICE: PANIC/ALARM SEC.DEVICE.DETER V4xEB.USED AT DOORS OPN'G. FUNCTION LOCK: CLASSROOM - KEY OPERATED ON OUTSIDE ONLY FUNCTION LOCK: CLASSROOM - KEY OPERATED ON OUTSIDE ONLY 7. DOOR CLOSURES IF A DOOR HAS A CLOSER THEN THE SWEEP TH PERIOD F R CLOSURE: HEAD CLOSER:CONCEALED CLOSER LCN 5030 WITH A HOLD OPEN CLOSURE: EXTERIOR LOCK CORES INSTA-KEY TO INTERNAL BUILDING AREAS.VERIFY MODEL#IS COMPATIBLE WITH PROJECT CLOSURE: DOOR CLOSER 4400 SERIES YALE COMMERCIAL CLOSURE: DOOR CLOSER 4400 SERIES YALE COMMERCIAL 0 O E CLOSE POSITION OF 90 DEGREES,SINGLE ACTION. HEAD CLOSER:CONCEALED CLOSER LCN 5030 WITH A HOLD OPEN CONDITION PRIOR TO ORDERING. (MOUNT ON INTERIOR ROOM SIDE OF DOOR).ALUMINUM 689 SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES,THE DOOR WILL • PANIC/ALARM SEC.DEVICE.TRIDENT MODEL TEL-210.USED AT (MOUNT ON NON-PUBLIC SIDE OF DOOR).ALUMINUM 689 TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3IN.(75 MM)FROM THE LATCH, Revisions: POSITION OF 90 DEGREES,SINGLE ACTION. KICKPLATE: NONE KICKPLATE: NONE DOORS OPENING TO EXTERNAL BUILDING AREAS.VERIFY MODEL#IS COMPATIBLE MEASURED TO THE LEADING EDGE OF THE DOOR. Mark Date By FIRE LABEL: FIRE LABEL: FIRE LABEL: WITH PROJECT CONDITION PRIOR TO ORDERING DOOR STOP: WALL BUMPERS IVES#407-1/2"CONCAVE. DOOR STOP: WALL BUMPERS IVES#407-1/2"CONCAVE. S. DOOR OPENING FORCES. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN A DOOR IAMB SIZE: NONE JAMB WE: FIRE LABEL: WS406/407CVX;COLOR:US26D WS406/407CVX;COLOR: US26D SHALL 8E AS FOLLOWS: Qi 1/29/21 STAFF JAMB SIZE: FUNCTION LOCK: INTERIOR LOCK CORES BEST ACCESS SYSTEMS 9K SERIES CONSTRUCTION CORE FIRE LABEL: NONE FIRE LABEL: NONE (1) FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE 90%DESIGN REVIEW SET REMARKS: SHOP DRAWINGS TO BE APPROVED BY NEXTORE P.M. REMARKS: PROVIDED AT PUNCH.GENERAL LOCK;DOOR HOOKBOLT;AHB118 ADDU JAMB SIZE: 47/8" JAMB SIZE: 47/8" • ALL FRAMES,HANDLES,HINGES, ETC.TO MATCH FINISH MF-51 • SHOP DRAWINGS TO BE APPROVED BY NEXTORE P.M. CLOSURE: DOOR CLOSERS 4400 SERIES YALE COMMERCIAL APPROPRIATE ADMINISTRATIVE AUTHORITY. • STORE ID,SPACE, BUILDING ADDRESS NUMBERS PER CRITERIA ALL FRAMES, HANDLES, HINGES, ETC.TO MATCH STOREFRONT KICKPLATE: STANLEY DOOR SYSTEM;FULL WIDTH x 10'H x 1/8'STAINLESS STEEL. REMARKS: SEE PLAN FOR DIRECTION OF SWING.INSTALL(2)COAT HOOKS: REMARKS: SEE PLAN FOR DIRECTION OF SWING.INSTALL(2)COAT HOOKS: INSTALLED 1'FROM BOTTOM OF DOOR ON PUSH SIDE (2) (2) OTHER DOORS. Q 2/1281 STAFF FINISH, UNLESS OTHERWISE SPECIFIED. DOOR STOP: WALL BUMPERS IVES#407-12'CONCAVE. WS406/407CVX;COLOR:US26D BOBRICK B-76727 DOUBLE ROBE HOOK;SATIN STAINLESS STEEL, BOBRICK B-76727 DOUBLE ROBE HOOK;SATIN STAINLESS STEEL. l00%,BID/L.L.REVIEW SET • STORE ID,SPACE,BUILDING ADDRESS NUMBERS PER CRITERIA FIRE LABEL: B (1)@ 4'-0"A.F.F.&(1)@ 6-0"A.F.F.CENTERED ON DOOR ON (1)@ 4'-0"A.F.F.&(1)@ 6-0"A.F.F.CENTERED ON DOOR ON (a) EXTERIOR HINGEDD RS: (RESERVED). • WEATHER STRIPPING NATIONAL GUARD PRODUCTS INC. #162 JAMB SIZE: VARIES INTERIOR ROOM SIDE. INTERIOR ROOM SIDE. (b) INTERIOR HINGED DOORS: 5 LBF(22.2N). DKB AT HEAD&JAMB#15 DKBN OR APPROVED EQ.AT Q z/1681 STAFF BOTTOM FOR EXTERIOR DOOR CONDITIONS. REMARKS: SEE PLAN FOR DIRECTION OF SWING.ADD STORE ID,SPACE,BUILDING ADDRESS (C) SLIDING OR FOLDING DOORS: 5 LBF(22.2N). ' NUMBERS;PEEP HOLE SCHLAGE WIDE ANGLE DOOR VIEWER#SC698 B 619 NICKEL; PERMIT DOOR BELL WITH SALES AREA BUZZER LOCATED AT CASHWRAP. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR SCHEDULE & HARDWARE SCHEDULE & HARDWARE SCHEDULE & HARDWARE SCHEDULE & HARDWARE SCHEDULE & HARDWARE DISENGAGE OTHER DEVICES THAT MAY HOLD THE DOOR IN A CLOSED POSITION. 0 O EXISTING TENANT DEMISING WALLS: A.) A.) EXISTING DEMISING WALL 3-S/8"METAL STUDS @ 16"O.C.W/5/8"GYP.BD.FULL 1. LEASE LINE,G.C.TO REPORT ACTUAL DIMENSIONS VS SHOWN DIMENSIONS TO PROJECT MANAGER PRIOR TO CONSTRUCTION START. HEIGHT TO UNDERSIDE OF ROOF DECK.UL DESIGN U-465.PREP WALL FOR TENANT 2. INSTALL NEW STOREFRONT WITH DISPLAY WINDOWS AND ENTRY DOORS AS INDICATED.SEE STOREFRONT SHEET A/300 FOR DETAILS. FINISH LEVEL A", FIRE CAULK AT ROOF DECK IF NOT EXISTING. WALL TYPES DOOR NUMBER 3. EXISTING CONCRETE SLAB MUST BE LEVEL AND CLEAN OF ANY FOREIGN MATERIALS PRIOR TO INSTALLING NEW FINISHED FLOORING.G.C.TO Architect/ Engineer of Record DETAIL O PERFORM CONCRETE MOISTURE VAPOR EMISSIONS TEST BEFORE INSTALLING ANY FLOORING-REFER TO SPECIFICATIONS FOR MOISTURE TEST A.) A.) EXISTING INTERIOR PARTITIONS PATCH AND REPAIR AS REQUIRED. QASHEET# PROCEDURES. EXISTING TENANT DEMISING WALLS: 4. EXISTING TENANT DEMISING WALLS TO REMAIN.OPEN WALLS AND PROVIDE IN-WALL NON-COMBUSTIBLE BLOCKING,AND ELECTRICAL FOR SALES A.) EXISTING DEMISING WALL METAL STUDS @ 16"O.C. GYP.BD,FULL FLOOR PERIMETER WALL FIXTURES AS REQUIRED.PATCH AND REPAIR GYP BD.TO LEVEL 4 FINISH AS REQUIRED.MAINTAIN REQUIRED RATING. AJ ROOF HEIGHT TO UNDERSIDE OF ROOF DECK.UL DESIGN U-465.PREP WP WALL FOR TENANT DOORS SHOWN FULLY OPEN TO DOORS SHOWN PARTIALLY OPEN ���� B) FINISH LEVEL"4",FIRE CAULK AT ROOF DECK IF NOT EXISTING. 90°ARE CONSIDERED AS NEW TO 45°ARE CONSIDERED AS 5. INSTALL NEW DEMISING WALL FURRING AS INDICATED ALONG WITH IN-WALL NON-COMBUSTIBLE BLOCKING,AND ELECTRICAL FOR SALES FLOOR 8.) NEW FURRING 3 5/8"X 20GA METAL STUDS @ 16"O.C.AND 5/8"GYP.BD. DOORS,HARDWARE,JAMBS, ETC. EXISTING DOORS, HARDWARE, PERIMETER WALL FIXTURES AS REQUIRED. D NON RATED.6"ABOVE FINISHED CEILINGS. JAMBS,ETC. 6. PROVIDE ALL SALES AREA PARTITIONS CONSTRUCTION AS INDICATED.ALONG WITH DOOR FRAME AND HARDWARE. C 0 R T L A NM O R G A N ate` A) A.) NEW INTERIOR PARTITIONS,3 5/8"X 20GA METAL STUDS @ 16"O.C.AND 5/8"GYP.BD. 7. PROVIDE CONSTRUCTION FOR AND INSTALL LED WALLS AS INDICATED.COORDINATE WITH SHEETS A402 FOR INSTALLATION DETAILS.SEE NON RATED.LEVEL"4" FINISH. 6"ABOVE FINISH CEILINGS ELECTRICAL SHEETS FOR REQUIRED ELECTRICAL INFORMATION. A R C N I T E C T B. PROVIDE CONSTRUCTION FOR AND INSTALL DIGITAL SMART SHOPPER FIXTURES AS INDICATED.COORDINATE WITH SHEETS A402 FOR INSTALLATION O DETAILS. 711 N. FIELDER RD.51'-2" ARLINGTON, TX 76012 9. PROVIDE CONSTRUCTION FOR AND INSTALL RECESSED MIRROR AS INDICATED.COORDINATE WITH SHEETS A401 FOR DETAILS. PH: (817) 635-5696 LEASE DIMENSION RETAIL 10. PROVIDE CONSTRUCTION FOR AND INSTALL SURFACE MOUNTED MIRROR AS INDICATED.COORDINATE WITH SHEETS A401 FOR DETAILS. FAX: (817) 635-5699 SALES AREA 11. G.C.TO PROVIDE CONTINUOUS 1X6 F.R.T.WOOD FURRING FOR PIPE SHELVING.CENTERLINE OF BLOCKING TO BE MOUNTED AT 7'-10"A.F.F. Seal SECURE FURRING TO WALL STUDS WITH (3)#12 X 2 12"LONG STEEL SCREWS @ EACH STUD LOCATION.QF WALL IS CONCRETE BLOCK,USE HILTI 100 HIT HY20 1/2" DIA.X 6'EMBEDMENT @ 16"O.C.-STAGGERED)SECURE EACH LEG OF SHELVING TO FURRING WITH(2)#12 X 2"LONG STEEL HEX v 8 0' 491 T-4 CLG.HT.= 11'-0" HEAD SCREWS -DRYWALL SCREWS ARE PROHIBITED. r� 12. EXISTING ELECTRICAL EQUIPMENT BY LANDLORD.COORDINATE WITH ELECTRICAL SHEETS FOR ANY REQUIRED WORK. =7C�RTLSN(!MQRG,Q;y EXISTING 13. EXISTING ACCESSIBLE TOILET ROOM BY LANDLORD.SEE TOILET ROOM SHEET FOR ADDITIONAL INFORMATION. - - Uf ARLINGTON,TEXAS }� • Y DJ I I 1 I I _ _ I 10 402 8 A 00 4 I - - I A. COORDINATE SLAB CUTTING AND CORE DRILLING WITH MALL OPERATIONS MANAGER PRIOR TO BEGINNING WORK. g B. PREPARE THE FLOOR SLAB AND PROCURE MATERIALS REQUIRED AT THE ENTRANCE TO PRODUCE A FLUSH CONDITION BETWEEN THE TENANT STORE o N I mbv A401 I 1 I CLOSURE LINE AND THE EXISTING MALL FLOORING,AS REQUIRED. Architect/Engineer Job No.: GYP.BD.LEAVE OUT FOR I 402 I C. INSTALL ALL FINISH FLOORING Q.E.:CARPET,WOOD,TILE)AND ALL FINISH WALL MATERIALS BEHIND AND UNDER ALL MILLWORK,U.N.O. EXISTING x I m 21-005 TOILET ROOM W RECESSED MIRROR I 7 I D. ADEQUATE ACCESS PANELS OR DOORS SHALL BE INCORPORATED INTO TENANT WORK FOR INSPECTION SERVICE AND REPLACEMENT OF BOTH INSTALLATION COORDINATE I LANDLORD AND TENANT EQUIPMENT.COORDINATE PLACEMENT WITH LANDLORD'S ON-SITE REPRESENTATIVE. Nextore Store Design Revision No.: 102 WITH DETAILS ON SHEET CLG.HT.= 8'-0" S 401 I I E. PROVIDE 3/4"FIRE RETARDANT PLYWOOD BEHIND ALL ELECTRICAL AND TELEPHONE PANELS,PAINT TO MATCH WALL COLOR FINISH PRIOR TO A400 I HARDWARE INSTALLATION. 07 F. PROVIDE EXPANSION BETWEEN ALL NEW WALLS AND THE EXISTING ROOF STRUCTURE ABOVE,U.N.O OR DETAILED IN DRAWING. mbro 102 / f+ FIRST LAYER OF NEW PARTITION I / I G. PATCH/REPAIR ALL SURFACES(WALLS, FLOOR,CEILING,ETC.)AFFECTED BY DEMOLITION WORK,AS REQUIRED. z / GYP.TO ALIGN WITH EXISTING I // I H. TRANSITIONS BETWEEN DISSIMILAR FLOOR MATERIALS TO BE SMOOTH AND FLUSH. REFER TO SHEET A-502 FOR FOR APPLICABLE FLOOR TRANSITION Nextore project "' / TOILET ROOM PARTITION. I I 1 DETAILS. Number 82260 0 0 1 SECOND LAYER TO BE 3 I I A300 z L ALL FINISH MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S STANDARD WRITTEN DETAILS AND SPECIFICATIONS. REFER TO SPECIFICATIONS Brand Design Type: ., EMPLOYEE AREA/ - o INSTALLED ON TOP. FOR ADDITIONAL INFORMATION. O w BACK OF HOUSE I I SGH 4.5 G+ 101 6 I I J. PROVIDE A LEVEL 4 GYP.BD.FINISH ON ALL NEW AND EXISTING WALLS,U.N.O. K SEAL CONTROL JOINTS IN CONCRETE FLOORS. CLG.HT.= 10'-0.. 4 I I ISSUED FOR: r"�eo 3 4 N A400 i i 2-SGH4.5-A101-REV00 ®Construction 3 to IAli 12 / 103 I O A400 Title JIM A401 Z i CONSTRUCTION FLOOR PLAN I - - / Date Sheet 3'_�S" Drawn18/29/21 �`$ Checked AFF A101 1�CONSTRUCTION FLOOR PLAN '=1'-0' C TVI DESIGN & CONSTRUCTION MANAGEMENT: SPR NK R SYSTENi' NO' ES' MRE1. NEW STOREFRONT ILLUMINATED SIGN BY SIGN CONTRACTOR. SIGN CONTRACTOR TO SUBMIT SIGN SHOPS DRAWINGS TO 7NEFPRINKLER SYSTEM: LANDLORD FOR APPROVAL, SEPARATE PERMIT. SHALL PROVIDE A COMPLETE FIRE PROTECTION SPRINKLER SYSTEM FOR THE ENTIRE SPACE IN COMPLIANCE WITH ALL APPLICABLE [\E)GULATIONS AND THE LANDLORD'S CR[TERiA. THE CONTRACTOR SHALL HAVE DRAWINGS,SHOP DRAWINGS,APPLICATIONS AND2. INSTALL NEW STOREFRONT SOFFIT PAINTED(P-51), MF51 AT ENTRY AS INDICATED,SEE STOREFRONT DRAWINGS. EPARED BY A PROPERLY LICENSED PROFESSIONAL,WHO IS APPROVED BY THE LANDLORD. ALL DRAWINGS AND CONSTRUCTION3. INSTALL NEW SALES AREA SUSPENDED GYP. BD.CEILING. SALES AREA CEILING IS TO BE PAINTED(P-50). MPLIANCE WITH ALL CODES,REGULATIONS,INSURANCE ASSOCIATIONS AND RATING BUREAUS AND SHALL INCLUDE ALL PERMITS, •aerea,rery s,° s3"0'=^°+ ^r;« •'-"°sa`_>s'rc TESTS,SHUT DOWN FEES AND CERTIFICATIONS TO PROVIDE A COMPLETE IN PLACE SYSTEM. 4. INSTALL CEILING MOUNTED RAYBAN "WAYFARER" PROP AS INDICATED, SEE DETAILS ON SHEET A401. STORE 437 -57 SH 5. PROVIDE AND INSTALL ACCESS PANELS WHERE INDICATED.ACCESS PANELS TO BE 18'X18" "STEALTH" NO EXPOSED FLANGE TYPE FOR EXISTING FSPRINKLER SYSTEM: CONTRACTOR SHALL REWORK AND MODIFY THE SYSTEM IF NECESSARY FOR THE NEW SPACE CONFIGURATION. MODIFICATIONS SHALL BE DESIGNED Wa S h I n ton Square ACCESS PANELS. PAINT TO MATCH ADJACENT CEILING AREA.WHERE ACCESS TO HVAC UNIT FIELD DETERMINE LOCATION AND AND INSTALLED BY A QUALIFIED FIRE SPRINKLER CONTRACTOR,WHO SHALL PREPARE DESIGN/SHOP DRAWINGS OF THE SYSTEM AND SUBMIT SUCH SIZE REQUIRED FOR SERVICING. DRAWINGS TO THE LANDLORD AND BUILDING AND FIRE DEPARTMENTS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. ALL WORK 9348 SW Was ington Square Road 6. INSTALL PROVIDED LIGHTING TRACK(I-X')AND TRACK LIGHTING(El, E2, E3)AS SHOWN. SHALL BE DONE IN ACCORDANCE WITH NFPA,STANDARD 101,AND ANY OTHER STATE OR LOCAL CODES HAVING JURISDICTION. Tigard, O R 97223 7. INSTALL RECESSED LIGHT FIXTURES (Ml, M2, OR M3)AS INDICATED. DESIGN STANDARDS:(WHERE APPLICABLE) Space: W 14A 8. INSTALL EXIT LIGHT FIXTURES(X1RW)AS SHOWN. -HARD CEILING AT RETAIL AREA/STOREFRONT: FULLY RECESSED AND CONCEALED HEADS;COLOR TO MATCH CEILING COLOR.RELIABLE MODEL 'G-4';TYCO'RF-11' 9. INSTALL TRAFFIC COUNTER(SHOPPER TRACK).REFER TO E100. -CEILING TILE AT BACK OF HOUSE:WHITE PENDANT HEAD;RELIABLE MODEL"G";'TY-L' Construction for: 10. INSTALL WIRELESS ACCESS POINT, REFER TO ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION. -SALES FLOOR LOCATING HEADS:LOCATE HEADS IN CEILING DEPRESSIONS.IF CODE REQUIRES HEADS TO BE OUTSIDE CEILING DEPRESSIONS,HEADS SHALL BE IN ALIGNMENT WITH OTHER CEILING FEATURES.GC TO PROVIDE DRAWING/SKETCH TO NEXTORE PROJECT MANAGER FOR APPROVAL. 11. SECURITY CAMERA SYSTEM INSTALLED BY TENANT VENDOR. COORDINATE WITH SECURITY VENDOR BEFORE INSTALLATION. 12. AUDIO SPEAKER SYSTEM INSTALLED BY TENANT VENDOR. COORDINATE WITH VENDOR. SPEAKERS TO MATCH CEILING COLOR. 13. INSTALL LINEAR SUPPLY AND RETURN AIR REGISTERS AS INDICATED.COORDINATE WITH MECHANICAL DRAWINGS FOR SPECIFIC 3-SGH4.S-A102-REv00 TYPES AND INSTALLATION DETAILS. DIFFUSERS TO BE PAINTED TO MATCH SURROUNDING CEILING AREA. 14. INSTALL NEW ACOUSTICAL CEILING SYSTEM (ACT-42)IN THE BACK OF HOUSE AREA AS INDICATED. S U N G LAS S HUT 4.5 LIGHTING SCHEDULE. : 15. INSTALL NEW STRIP LIGHT FIXTURE (SS4-EM)IN THE BACK OF HOUSE AREA AS INDICATED. 16. INSTALL NEW SUPPLY AND RETURN AIR DIFFUSERS IN THE BACK OF HOUSE AREA AS INDICATED. SYMBOL MARK DESCRIPTION REMARKS SUPPLIED STALLE 0- 17. INSTALL NEW SPRINKLER HEADS THROUGHOUT THE SPACE AS REQUIRED,COORDINATE WITH FIRE PROTECTION PLANS. ® ® "2 TwMLEss. ,./1 O � m2 M m2E PROVIDE CODE COMPUANT HOUSINGS FOR CHICAGO AND 1 ■ J U, 18. EXISTING TOILET ROOM CEILING, LIGHTING,AND DIFFUSERS BY LANDLORD. V Q 'M tti -a'" El,E2,E3 BARREL TRACK HEAD,22.SW LED,BLACK /1^ N O 3 o c , U pI T# SINGLE CIRCUIT TRACK REFER TO PLANS FOR RUN LENGTHS. PROVIDE FEEDS,CONNECTORS,CURRENT LIMITERS X O T(#=LENGTH IN FEET) (BLACK) AS NEEDED FOR COMPLETE ENERGY CODE J LD COMPLIANCE SYSTEM. - K ,^ DIOSCURI WALL LIGHTS THREE FIXTURES VERTICAL 1 @ 6'-2'A.F.F. N 0 10 C BY ARTEMIDE, 1 @ 7'-0'A.F.F. � ate-+ U DIAMETER=514' 1 @ 7'-10'AF.F. w to O d SS4 1 X 4 FLUORESCENT STRIP LIGHT FIXTURE ?, ro N 0 A. EMERGENCY(EM)LUMINAIRES SHALL BE CIRCUITED WITH AN"UNSWITCHED HOT"TO PROVIDE CONTINUOUS POWER TO BATTERY PACK EVEN A2L :3WHEN LUMINAIRE IS OFF. A2L-EM 2X2 LAY-IN WITH FROSTED LENS N B. ALL NIGHT-LIGHT(NL)LUMINARIES SHALL BE CIRCUITED AHEAD OF ANY SWITCHING IN o C. IT SHALL BE THE G.C.'S RESPONSIBILITY TO UNLOAD INVENTORY AND STORE LIGHTING PACKAGE.THE G.C.SHALL ALSO SHIP ANY EXCESS CD MATERIALS BACK TO THE ELECTRICAL PACKAGE DISTRIBUTOR. SSD=x SLOT SUPPLY DIFFUSER D. EXIT LIGHTS AT THE STOREFRONT SHALL BE CEILING MOUNTED AND CENTERED OVER OPENINGS.EXIT/EMERGENCY LIGHTS AT DOOR TO ® LENGTHS INDICATED NON-SALES AREAS SHALL BE CEILING MOUNTED AND CENTERED ABOVE DOOR.IF PLAN LOCATIONS ARE NOT ACCEPTABLE,IMMEDIATELY CONTACT NEXTORE PROJECT MANAGER FOR DIRECTION. = SRD=x' SLOT RETURN DIFFUSER E. WHERE DRYWALL CEILINGS ARE USED IN THE SALES AREA,G.C.SHALL ARRANGE CIRCUITS TO AVOID THE USE OF JUNCTION BOXES IN ® LENGTHS INDICATED -- INACCESSIBLE LOCATIONS.THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILINGS SHALL BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES S PANEL-18"x18" USED FOR DIFFUSERS AND RETURN AIR GRILLES OR ACCESS PANELS AS LOCATED ON PLANS.IF PLAN LOCATION IS NOT ACCEPTABLE, TR-AC018 ACCESSWIND- STEALTH GFRG ACCESS PANELS FOR IMMEDIATELY CONTACT NEXTORE PROJECT MANAGER FOR DIRECTION. o DRYWALL-800-872-5625 F. G.C.'S BID SHALL INCLUDE THE INSTALLATION OF ALL LUMINAIRES AND ASSOCIATED LAMPS FURNISHED BY NEXTORE.G.C.IS RESPONSIBLE TO PAINT TO MATCH CEILING ENSURE THE ADJUST ABILITY OF ALL DIRECTIONAL FIXTURES AFTER INSTALLATION AND SHALL AIM THE FIXTURES PER DIRECTION FROM G.C. LIGHT FIXTURE SPECIFICATIONS MAY VARY,IF THIS IS THE CASE,CONTRACTOR SHALL CALL THE LIGHTING DISTRIBUTOR FOR EXACT SPECIFICATION OF LIGHTING FIXTURES.IF THE CEILING SYSTEMS ARE FIRE RATED,G.C.SHALL CLOSELY COORDINATE FIXTURE REQUIREMENTS S SPEAKER;E SP SONANCE INVISIBLE LEA ;I4 C INSTALLED IN GWB.CEILINGS WITH NEXTORE. © Revisions: G. G.C.SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. Mark Date By H. G.C.SHALL VERIFY THE VOLTAGE AND COMPATIBILITY OF ALL EQUIPMENT,FIXTURES AND MILLWORK PRIOR TO CONNECTION. ® S2 SUSPENDED 1. CEILING GRID SHALL BE CENTERED IN ROOM UNLESS OTHERWISE NOTED. Qi 12921 STAFF J. DOWN LIGHTS SHALL BE CENTERED IN TILE UNLESS OTHERWISE NOTED. 2Sow,DESIGN REVIEW SET K. SEE SHEET A403 FOR CEILING DETAILS O SHALL BE FURNISHED OR PAINTED z 4 Cl SECURITY CAMERA BLACK a 2-SGH4.5-A102-REV00 ® ® EXIT SIGN A2/12/21 STAFF x1(G> xl(R) x1(cotoR) (G)=GRTEEN LETTERS (R) = RED LETTERS 100%810/L.L.REVIEW SET -Ex -EX WHEN "-EX"IS WRITTEN IN MARK, -ALL NEW AND EXISTING SALES FLOOR CEILING DEVICES(INCLUDING HVAC DIFFUSERS AND GRILLES, SOUND SPEAKER BAFFLES,AND LIGHT FIXTURE FIXTURE IS CONSIDERED EXISTING. 0 2/1821 STAFF TRIMS),SHALL MATCH THE CEILING FINISH, EXCEPT FOR THOSE DEVICES WHICH ARE FORBIDDEN TO BE PAINTED BY CODE.PROVIDE FACTORY TSHOPPERTRAK-ORBIT FLUSH MOUNT PERMIT PAINTING WHERE BY CODE IS REQUIRED(SUCH AS SPRINKLER HEAD COVERS). TC CEILING MOUNTED TRAFFIC COUNTER ENCLOSURE TO BE INSTALLED.PAINT TO -CCN DOME CAMERA COLLAR COLOR SHALL BE FURNISHED(OR PAINTED)BLACK. MATCH CEILING. NEW TRACK LIGHTING SHALL BE FURNISHED IN BLACK AND REMAIN UNPAINTED.EXISTING TRACK LIGHTING,WHEN NOT BLACK, SHALL BE QQ FIRE SPRINKLER,RECESSED TYPE WITH CAP SALES FLOOR SPRINKLER CAPS SHALL BE Q PAINTED BLACK. FURNISHED SAME COLOR AS CEILING. FIRE SPRINKLER,PENDANT TYPE EXPOSED ® EXISTING TOILET ROOM RECESSED 2 X 2 LIGHT EX.FIXTURE TO REMAIN. FIXTUREA F EXISTING TOILET ROOM EXHAUST Ex.FIXTURE TO REMAIN. Architect/ Engineer of Record � w ® EXISTING TOILET ROOM DIFFUSER EX.FIXTURE TO REMAIN. 0 R T L A N D M D R 6 A N LEASE DIMENSION FINISHING LEVEL DEFINITION -LEVEL 5 A R C H I T E C T LEVEL 5-THE HIGHEST QUALITY FINISH IS THE MOST EFFECTIVE METHOD TO PROVIDE A UNIFORM SURFACE AND MINIMIZE THE POSSIBILITY OF JOINT RETAIL PHOTOGRAPHING AND OF FASTENERS SHOWING THROUGH THE FINAL DECORATION.THIS LEVEL OF FINISH IS REQUIRED WHERE GLOSS, SEMIGLOSS SALES AREA OR ENAMEL ARE SPECIFIED,OR WHEN FLAT JOINTS ARE SPECIFIED OVER AN UNTEXTURED SURFACE,OR WHERE CRITICAL LIGHTING CONDITIONS 711 N. FIELDER RD. 100 C GYP-1 OCCUR.THE PREPARED SURFACE SHALL BE COATED WITH A DRYWALL PRIMER PRIOR TO THE APPLICATION OF FINAL DECORATION.ALL JOINTS AND ARLINGTON, TX 76012 P-50 INTERIOR ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT COMPOUND AND IMMEDIATELY WIPED WITH A JOINT KNIFE OR TROWEL,LEAVING A THIN PH: (817) 635-5696 3'-2" E E CLG.HT.= 11'-0° E 2 R F N COATING OF JOINT COMPOUND OVER ALL JOINTS AND INTERIOR ANGLES.TWO SEPARATE COATS OF JOINT COMPOUND SHALL BE APPLIED OVER FAX: (817) 635-5699 SOFFIT ALL FLAT JOINTS AND ONE SEPARATE COAT OF JOINT COMPOUND APPLIED OVER INTERIOR ANGLES.FASTENER HEADS AND ACCESSORIES SHALL BE 3'-11 " 15'-7$" 3 6 7 1 13 17 15, 4--l" COVERED WITH THREE SEPARATE COATS OF JOINT COMPOUND.A THIN SKIM COAT OF JOINT COMPOUND SHALL BE TROWEL APPLIED TO THE ENTIRE Seal f[�, DIFFUSERSIFFU DIFFUSER SURFACE.EXCESS COMPOUND IS IMMEDIATELY SHEARED OFF, LEAVING A FILM OR SKIM COATING OF COMPOUND COMPLETELY COVERING THE gD �?kC� PAPER.AS AN ALTERNATIVE TO A SKIM COAT,A MATERIAL MANUFACTURED ESPECIALLY FOR THIS PURPOSE MAY BE APPLIED.THE SURFACE MUST --` -- BE SMOOTH AND FREE OF TOOL MARKS AND RIDGES.THE PREPARED SURFACE SHALL BE COVERED WITH A DRYWALL PRIMER PRIOR TO THE �+ APPLICATION OF THE FINAL DECORATION.THE FOLLOWING MATRIXHELPS DEFINE THE EXPECTED APPEARANCE OF EACH LEVEL AND BASIC Lo w REQUIREMENTS FOR ACHIEVING THAT LEVEL.ADDITIONAL GUIDELINES ARE OFFERED FOR MEETING THE SPECIFIED FINISH LEVEL USING SHEETROCK CORTLAND MORGAN TOILET ROOM [9/A LL '- BRAND PRODUCTS AND APPLICATION TECHNIQUE. ' 18 102 RS)=6 Rs =a Rs =6' t2 � E = SOFFR[ETFRONT � Filillialding Leval Mob 1= ( ARLINGTON, TEXAS i CLG.HT.=8'-0" Q 100 C GYP-1 lithi Lad Final Appearance Bow To Achieve RewR (a ARLINGTON, .� ti CLG.HT.= 10'-0" Joints AcGessodas& swim C EX/GYP ® E O e e 2 e et e e e e e e e e e e e e e O interior Angles FatkoeR Q 0 1 5 Entire surface covered with As in Level t As in Level 4 St�TRBa Brand Printer C1 . E E E (D 4 f Cl C Cl O E E E E O = a)S fETRDtl Brand Primer Surfacer(T eF-RoQ a T-6'* 3'-6' 3'-6' 3-6" - - - T-6" T-6" 1'-9" - rn •- Surfacer(TuFT-Hw )or slim twat and prime ENTRY b)Skim coat of compound Will MC First Coat, Architect/Engineer Job No.: 1 SOFFIT arta ready to paw before snkKo Brand Pre-coat 21-005 E decorating with gloss,semigloss before painting z O m2 m2 m3 m2 m3 2 $ m3 100 C MF51 or enamel paint. or texturing Nextore Store Design Revision Ni oz -5 ts filed and 12 Tian 1 T/ • 3 0= CLG.17 10'-0" 4 No marks or ridges Two Ready of priming,followed coatsof ate t oThree separa[eincodred again. oC xiR �� wallcoverin s,flat paints can 07 9 by q to sand mats of fntl Shay the paged with BACK OF M or light textures. over Level 2 CGC First Coal before painting 15 HOUSE AREA 3 m2 m2 m2 m2 m3 m 2 m3 E «texturing Num a project 17 14 101 N 3 No marks a ridges. One separate Two separate Joints filled and Number 8226 16 CLG.HT.= 10'-0" 'T= Ready for priming,to be coat of coats of smooth.Shall be Brand Design Type: Q el Cl Q 4 0 el ry, followed by he"texture. compound compound primed with CGC � over Level 2 First Coat before SGH 4.5 G+ C ACi-02 8 t1 e2 e2 e2 e2 e1 el e1 e1 e2 e1 a e1"=' e1 e2 e' e" 1 et 1 E STOREFRONT painting ortexturing O t SOFFIT 2 Tool marks and and ridges Tape embedded One coat of Free of excess ❑ P 51GYP-1 ®Co`nstruaioED OR: 100 C okay.Thin mating of in compound compound compound ly SS =6 SS =e SSI-6 CLG.HT.= 10'-0" compound covers tape;one and to leave w t 2 '^= ane coat compound over wiped m leave a o O fastener headsthin ooahg of compound over o tape 1 Tool marks and Tape embedded Optional Free of excess Title ridges acceptable. in compound r»coat compound - compound REFLECTED 0 UnRnisnetl Norte CEILING PLAN LEVEL 5- PAINT FINISH OVER GYPSUM BOARD ALL APPROPRIATELY PREPARED GYPSUM BOARD SURFACES SHALL HAVE ONE COAT OF DRYWALL PRIMER APPLIED TO YIELD A PROPERLY PAINTED SURFACE.TWO SEPARATE COATS OF TOPCOAT MATERIAL SHALL BE APPLIED OVER THE DRYWALL PRIMER TO YIELD A PROPERLY PAINTED SURFACE. Date Sheet PAINT SHALL BE APPLIED TO THE MIL FILM THICKNESS AND APPLICATION CONDITIONS SPECIFIED BY THE PAINT MANUFACTURER.NOTE THAT THIS 1/29/21 LEVEL IS RECOMMENDED WHERE THE BEST PAINT FINISH IS REQUIRED,SUCH AS UNDER CRITICAL LIGHTING CONDITIONS OR WHEN PAINTS THAT Drawn By REFLECTED CEILING PLAN HAVE A GLOSSY SURFACE ARE USED.RECOMMENDED WITH A LEVEL 5 GYPSUM BOARD FINISH AS DESCRIBED IN THE'RECOMMENDED LEVELS OF A102 y GYPSUM BOARD FINISH'(GA-214-96).THIS SYSTEM,WHEN COMBINED WITH THE LEVEL 5 GYPSUM BOARD FINISH IS THE MOST EFFECTIVE METHOD TO STAFF SCALE: 1/4'=1'-0* MINIMIZE JOINT AND FASTENER PHOTOGRAPHING AND PROVIDES THE MOST UNIFORM FINAL FINISH. Checked By 5-SGH4.5-A102-REVOO CM DESIGN & CONSTRUCTION NIEL GENERAL NOTE ALL SPECS MAY NOT BE USED IN ,,, o 0 0 - INISH .SCHEDULE z EY NC)TE MANA EMENT• FOLLOW ALL MANUFACTURERS INSTALLATION AND w w MAINT TRUCTIONS NONE GC GC GC v .. .. ., MRE ITEM MARK DESCRIPTION MFG./PHONE # MODEL #/COLOR ALT. #1 REMARKS I Of z 1. .INSTALL NEW MALL TILE ALONG STOREFRONT AS REQUIRED TO THE CENTER OF THE ENTRY DOOR CLOSURE LINE. A. G.C.IS RESPONSIBLE FOR ANY PREPARATION OF THE FLOOR SLAB AND PROCUREMENT OF MATERIALS REQUIRED TO PRODUCE ANE) PAINT P-50 ACRYLIC PAINT-(LIGHT GREY/BLUE) BENJAMIN MOORE (866)708-9180COORDINATE WITH MALL OPERATIONS TO OBTAIN TILE OR TILE SPECIFICATIONFLUSH CONDITION BETWEEN THE STORE LEASE UNE AND THE EXISTING EXTERIOR OF FLOORING. INTERIOR ACRYLIC LATEX WALL SHEEN:FLAT CEILING SHEEN:FLAT B. G.C.IS RESPONSIBLE FOR INSTALLING ALL FINISH FLOORING.G.C.IS ALSO RESPONSIBLE FOR ALL FINISH MATERIALS BEHIND AND 2INSTALL ALL NEW STOREFRONT FINISHES AS REQUIREDCOORDINATE WITH STOREFRONT SHEETSUNDER ALL MILLWORK. . . . - COLOR:EARLY MORNING CC-818 DOORS&TR[MSHEEN:SEMI-GLOSS alaoww.omcaPlace,mawnonasoao 0-1c513n65-woo INTERIOR ACRYLIC LATEX WALL SHEEN:EGGSHELL CEILING SHEEN:FLAT C. REFER TO ARCHITECTURAL SPECIFICATIONS/FINISHES SCHEDULE THIS SHEET&REFER TO GENERAL NOTES ON SHEET G100 49 60'evme B(o ,EartGwbn 00 6 0.1(SW 418-moo N PAINT P-51 ACRYLIC PAINT-(BLACK) SHERWIN WILLIAMS (800)474-3794 COLOR:TRICORN BLACK SW 6258 NONE DOORS&TRIM SHEEN:SEMI-GLOSS GC GC GC 3. PAINT STOREFRONT AREA WALLS AND SOFFIT(P-51). REFER TO ELEVATIONS. D. ALL TENANT FURNISHED ITEMS(MATERIAL AND LABOR)TO BE SCHEDULED,COORDINATED AND SUPERVISED BY G.C. S INTERIOR ACRYLIC LATEX WALL SHEEN:EGGSHELL CEILING SHEEN:FLAT 4. SALES AREA CEILING TO BE PAINTED(P-50)THROUGHOUT. E. REFER TO DOOR SCHEDULE FOR DOOR FINISHES.PREP EXISTING DOORS PRIOR TO RE-FINISHING. STORE 43757 N PAINT P-53 ACRYLIC PAINT-(WHITE) BENJAMIN MOORE (866)708-9180 COLOR:PM-1 SUPER WHRE NONE DOORS&TRIM SHEEN:SEMI-GLOSS GC GC GC F. WHEN INSTALLING A NEW FLOOR,GC TO VERIFY EXISTING FLOOR CONDITIONS MEETS AND ARE IN COMPLIANCE WITH ANSI Z 5. PAINT ALL SALES AREA WALLS (P-50) UNLESS NOTED OTHERWISE, REFER TO ELEVATIONS. STANDARD FOR THIN SET TILE AND THE LATEST EDITION OF TILE COUNCIL OF AMERICA.IF THERE ARE ISSUES OR DEFICIENCIES, Wa Sh I n ton Square LL INTERIOR ACRYLIC LATEX WALL SHEEN:EGGSHELL CEILING SHEEN:FLAT CONTACT NEXTORE PROJECT MANAGER PRIOR TO INSTALLATION. PAINT P-55 ACRYLIC PAINT-(DARK GREY) BENJAMIN MOORE (866)708-9180 NONE GC GC GC 6LLJ . INSTALL RAY BAN FEATURE AREA WALL COVERING (BWP-50)AS INDICATED, REFER TO ELEVATIONS. 9348 SW Was II1gtOl1 Square Road p COLOR:MONTPELIER AF-555 DOORS&TRIM SHEEN:SEMI-GLOSS G. IF THE CONCRETE WAS PREVIOUSLY SEALED,IT WILL NEED TO BE STRIPPED. BRICK OLD MILL THIN BRICK SYSTEMS 7. INSTALL MIRROR FINISHES (MIR-50)ON WALLS AS INDICATED. DIRECTIONS: Tigard, O R 97223 BWP-50 DIMENSIONAL FAUX BRICKS BRICK WEB (801) 542-7050 NONE G.C.TO INSTALL PER MANUFACTURER'S SPECIFICATIONS. GC GC GC TEST FOR OLD SEALER ON THE FLOOR.APPLY A FEW DROPS OF MURIATIC ACID TO THE AREA.IF IT FIZZES,THERE IS NO SEALER WALL PANEL CASTLE GATE;MORTAR COLOR:GREY 8. INSTALL NEW SALES FLOOR TILE (PTF-50) PER MANUFACTURERS SPECIFICATIONS. STARTING POSITION OF TILE PRESENT.IF IT DOESN'T FIZZ,THERE IS SEALER PRESENT AND THE FLOOR NEEDS TO BE STRIPPED. a FIBERGLASS FRP-40 F.R.P. WALL PANELS MARLITE (800)377-1221 P 100 WHITE NONE ACCESSORIES:INSIDE CORNER- M35o,OUTSIDE CORNER-xM360, GC GC GC INSTALLATION NOTED ON PLAN. ALL FLOOR TRANSITIONS TO HAPPEN AT CENTER LINE OF DOORS WHEN IN CLOSED IF NO SEALER IS PRESENT,CLEAN THE SURFACE BY APPLYING UNITEX POWERHOUSE DEGREASER DILUTED AT 64 OZ PER GALLON Space: W 14A REINFORCED PLASTIC 4'-0"X 8'-0"X 1/8" DIVIDERS-MM365,EDGING-*M370 POSITION. (UNLESS OTHERWISE NOTED). NOTE TILE IS TO EXTEND BEYOND ENTRY DOOR INTO THE ENTRY VESTIBULE OF WATER WITH A MOP TO A SMALL AREA OF THE FLOOR.USE A FLOOR MACHINE WITH A GREEN PAD TO CLEAN THE AREA.PICK UP TO THE LEASE LINE. UP SLURRY WITH A WET/DRY VACUUM. Construction for: 9. INSTALL NEW BASE (MWB-51)THROUGHOUT THE ENTIRETY OF THE SALES AREA REGARDLESS OF WALL FINISH TYPES. IF SEALER IS PRESENT, STRIP THE FLOOR USING UNITEX MELTDOWN PLUS STRIPPER DILUTED AT 32 OZ PER GALLON OF WATER. CDC DISTRIBUTORS APPLY TO THE FLOOR USING A MOP.SCRUB THE FLOOR WITH A FLOOR MACHINE AND BLACK PAD OR STEEL WIRE BRUSH.PICK UP VINYL BASE VB-40 4" H -VINYL BASE 10HNSONITE (513).560-1040 COLOR:38-PEWTER NONE - GC GC GC 10. PAINT ALL BACK OF HOUSE AREA WALLS (P-53). SLURRY WITH A WET/DRY VACUUM.NEUTRALIZE FLOOR BY APPLYING BY MOP EASY PAK NEUTRALIZER DILUTED AT 1 PACKET PER 3 GALLONS OF WATER. w METAL WALL BASE MWB-51. 4" H -.060 METAL WALL BASE BY G.C. COLOR:MF-51(AS DESCRIBED THIS SCHEDULE) NONE - GC GC GC 11. INSTALL NEW VINYL TILE FLOORING(VFT-40)IN THE BACK OF HOUSE AREA. PROVIDE TRANSITIONS STRIPS AS TO ETCH CONCRETE THAT HAS NEVER BEEN SEALED:VENTILATE THE AREA.BE SURE TO WEAR PERSONAL PROTECTIVE EQUIPMENT REQUIRED. INCLUDING A RESPIRATOR. USING A MOP APPLY MURIATIC ACID TO FLOOR.LET THE FLOOR DRY FOR AT LEAST 24 HOURS BEFORE papPRIMED AND SPRAY PAINTED FOR HIGH QUALITY FINISH. SEALING. FLUSH WALL BASE FWB-51 4"H -FLUSH WALL BASE BY G.C. COLOR:P-51(AS DESCRIBED THIS SCHEDULE) COLOR:P-51(AS DESCRIBED THIS SCHEDULE) GC GC GC 12. INSTALL NEW VINYL WALL BASE (VB-40)IN THE BACK OF HOUSE AREA. WARNING:ALWAYS FOLLOW LABEL DIRECTIONS,AND NEVER MIX PRODUCT UNLESS SPECIFIED IN THE LABEL DIRECTIONS.EACH 13. ALL EXISTING TOILET ROOM FINISHES BY LANDLORD TO REMAIN, INCLUDING WALL PAINT, F.R.P., FLOORING, AND SITUATION REACTS DIFFERENTLY AND RESULTS MAY VARY. WALL BASE. o PORCELAIN TILE GROUT THICKNESS:1/8' TILE PATTERN:STRAIGHT(STACK BOND) FLOOR TILE PFT-50 TENANT FURNISHED FLORIM;MAPS OF CERIM; MIGHT GREY NONE T GC GC Qo (60CM X 120CM 8MM,23 5/8"X 47 1/8") GROUT SPECIFICATION:MAPEI 02 PEWTER BY G.C. O Lf) PORCELAIN TILE GROUT THICKNESS:1/8' TILE PATTERN:STRAIGHT(STACK BOND) Cr l7 O FLOOR TILE PFT-51 TENANT FURNISHED fLORIM;MAPS OF CERIM;SEMI MATTE BLACK NONE T GC GC (60CM X 120CM 8MM,23 5/8"X 47 1/8") GROUT SPECIFICATION:MAPEI IO BLACK BY G.C. �/� � t 3-SGH4.1-A103-REV00 V LJ O (80 MARMOLEUM COCOA, EARL GREY CHOCOLATE FLOOR TILE VFT-51 SOLID SHEET VINYL FORBID FLOORING X0)842-7839 NONE INSTALL PER MANUFACTURER'S SPECIFICATIONS GC GC GC 3582/358235 0O Z FLOOR TILE VFT-52 SOLID SHEET VINYL FORBO FLOORING 00)B42-7839 MARMOLEUM PIANO,PERIWINKLE NONE INSTALL PER MANUFACTURER'S SPECIFICATIONS GC GC GC ` v ATERIALS 5 -- ITT Q FLOOR TILE VFT-53 SOLID SHEET VINYL FORBID FLOORING (800)842-7839 MARMOLEUM WALTON,123 BLACK NONE INSTALL PER MANUFACTURER'S SPECIFICATIONS GC GC GC v O —� VINYL COMPOSITION TILE STANDARD EXCELON IMPERIAL TEXTURE MATERIAL FLAME SPREAD SMOKE DENSITY O a LL FLOOR TILE VFT-4012"x 12"z 1/8" ARMSTRONG (888)276-7876 COLOR: 51861-SOFT WARM GRAY NONE TILE PATTERN:STRAIGHT(STACK BOND) GC GC GC F XXXX = FLOOR G XXXX =GLAZING m NEW YORK COLLECTION;BLACK BASE W/ Slze 36"x 72°(DOUBLE DOOR) 36'x36^(SINGLE DOOR) PLASTIC LAMINATE 80(BONDED) 95(BONDED) WALK-OFF MAT WM-50 ULTRA ENTRY MAT MATS INC. 800-628-7462 NONE GC GC GC B XXXX = BASE -p O CHARCOAL TRANSITION REQUIRED CARPET 26-75 450 OR LESS x l/1SIZE:36'x 72"(DBL.DOOR) 36'x36'(SINGLE DOOR)TRANSITION W XXXX =WALL :3L1J WALK-OFF MAT WM-51 ADVANCED TRACK MATS INC. 800-628-7462 INSERT COLOR:CHARCOAL SPLASH NONE REQUIRED&CONSTRUCTION TO FLOOR FOR EQUAL LEVEL GC GC GC VINYL TILE 0.45 450 OR LESS /�/1 N CD _ T XXXX=TRIM LAY-IN CEILING 25 10 V J a ov C XXXX =CEILING(SEE RCP FOR FRP 150 245 z ACOUSTICAL 24"x 48"ACOUSTICAL TILE&SUSPENSION MARS CLIMAPLUS-SQUARE EDGE-88185 USG DONN BRAND AX 15/16"ACOUSTICAL SUSPENSION SYSTEM- FINISH LOCATIONS) LCL l7 CEILING ACT-42 SYSTEM U.S.GYPSUM (800)950-3839 COLOR:WHITE(WH) NONE WHITE GC GC GC VINYL BASE 0.45 450 OR LESS z GYPSUM HIGH PRESSURE LAMINATE 45 130 Aw J CEILING GYP-1 GYPSUM BOARD CEILING-LEVEL 5 FINISH USG FINISH AS SPECIFIED GC GC GC 4-SGH4.0-A103-REV00 5-SGH4.1-A103-REV01 w V a / TRANSITION TS-40 TRANSITION STRIP(PORCELAIN TO VINYL) JOHNSONITE ROD SEABOLT CDC DISTRIBUTORS (513) 560-1040 PART*CTA-XX-K/*20 CHARCOAL NONE BETWEEN PORCELAIN TILE&VINYL GC GC GC TRANSITION STRIP(WALK-OFF TO PORCELAI SCHLUTER SCHLUTER®-SCHIENE z TRANSITION TS-41 TILE) WWW.SCHLUTER.COM (800)472-4588 STAINLESS STEEL NONE - GC GC GC Revisions: O SCHLUTER SCHLUTER-DECO,ALUMINUM(-A)1/4"THICK STOREFRONT ENTRY BETWEEN RETAIL TILE AND MALL TILE HEIGHT AS Mark Date By N TRANSITION TS-42 TRANSITION STRIP(HARD TILE TO HARD TILE) WWW SCHLUTER.COM (800)472-4588 ALUMINUM EDGE NONE APPROPRIATE FOR FLOORING TRANSITION, GC GC GC a SCHLUTER SCHIENE, MINIMAL HEIGHT AS APPROPRIATE Qi 12921 STAFF Of TRANSITION TS-43 TRANSITION STRIP(CARPET TO TILE) W SCHLUTER LUTER.COM 1-800-472-4588 FOR FLOORING TRANSITION ALUMINUM ATE NONE GC GC GC 90%DESIGN REVIEW SET H 2/1121 STAFF GLASS GL-40 EXTRA CLEAR TEMPERED - - - THICKNESS DETERMINED BY PROJECT REQUIREMENTS GC GC GC 100%BID/L.L.REVIEW SET l7 PRESTIGE SERIES Z GC GC GC GLAZING FILM GF-3 WINDOW FILM (LOW-EMISSIVITY) =\, (866)499-8857 PR70(CLEAR) NONE USE WHEN SITE CONDITIONS REQUIRE 3 2/18/21 STAFF a 3M SCOTCHSHIELD-ULTRA SERIES ULTRA S80C G.C.TO PROVIDE AT EXTERIOR LOCATIONS PER MFG.SPEC, GC GC GC PERMIT GLAZING FILM GF-4 SECURITY FILM -WINDOW GLAZING �Y, (866)499-8857 8 MIL.SINGLE SIDED(INTERIOR SIDE ONLY) NONE WHERE SECURITY SHUTTERS ARE NOT INSTALLED. METAL FINISH MF-50 BRUSHED STAINLESS STEEL PANELS US32D GC GC GC Q METAL POWDER COATED PRISMATICPOWDERS COLOR:BLACKJACK(FLAT) V FINISH MF-51 METAL&CLADDING .COM 866-774-7628 USS-1522 NONE GC GC GC MIRROR MIR-50 MIRROR PROVIDED& 1/4" FLAT CLEAR GC GC GC FINISH INSTALLED BY G.C. Architect/ Engineer of Record 1-SGH45-A103-REV05 �O GYP-1 C 0 R T L A N tl C P-50 RETAIL M D R 0 A N W P-50 SALES AREA A R C H IT E C T 100 B MWB-51 CLG.HT.= 11'-0" 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 8 0 F PTF-50 4 5 8 9 42_ FAX: (817) 635-5699 Seal C E)VGYP W EX/FRP TOILET ROOM STOREFRONT W EX/P 102 3 3 I SOFFIT y CLG.HT.=8'-0" mg A4o1 A401 3 I 100 c GYP-1 C!� ARLINGTON,TEXAS • B EX/B E P-51 13 CLG.HT.= 10'-0" F EX/F O 7 ( O !' 0� _ ENTRY Architect/Engineer Job No.: — — sofFrr 21-005 3 100 C GYP-1 MF-51 Nextore Store Design Revision No.: CLG. HT.= 10'-0" ' A401 O zTILE O 7 CIACTA2 START LOCAATONOBACK OFWHOUSE AREA ',. , CENTEROFDOOR1011Nextore project BCLG. HT.= 10'-0" ��' Number 82260 Brand Design Type: F 10 1 12 '" _ ',,, 2 3 STOREFRONT SGH 4.5 G+ A401 T-O8" A401 GYP-1 I I3 100 G P-s1 ISSUED FOR: - - 4 � I I 3 W MIR-50 7 W BWP-50 h ', I CLG.HT.= 10'-0" ©Construction A401 A401 W P-51 O 3 - - 1 Title FINISH PLAN AND SCHEDULE Date Sheet 1/29/21 Drawn By �FINISH PLAN eheckeSTAFF A103 1 SCALE U4'=1'-W CIA DESIGN & CONSTRUCTION MANAGEMENT: 1' 6" _ _ #4 BARS @ 12" O.C. NEXMRE DOWEL IN REBAR SET IN EPDXY TAPE SEAM NEW VAPOR BARRIER 6 • (F� I NEW CONCRETE ENERAI NOTES 4" 101, 4" • 4" ALIGN EX-VAPOR BARRIER V.I.F. 1.) FLOOR FIXTURE DIMENSIONS ARE TO THE CENTER OF THE FLOOR BOX AT CONCRETE SLAB. STORE 43757 OVERLAP EX.SLAB 2.) CASHWRAP DIMENSION IS TO THE CENTER OF STUB UP AT THE CONCRETE SLAB. F-1- 1 3.) ALL WALL DEVICE DIMENSIONS ARE TO THE CENTER OF THE BOX HORIZONTAL AND VERTICAL Washin 9348 SW Washington Square s!ngton Square Road / / �/' I> Tigard, OR 97223 Space: W 4A —X x Construction for: /\\ \ EXISTING COMPACTED ER 0 LAP,\/�\ SUB-GRADE N—REPRESENTS CENTER LINE OF DEVICE VERTICAL//\ 4-0 'ED--, REPRESENTS CENTER LINE OF DEVICE HORIZONTAL ( ELECTRICAL DWGS CLG7 0 X NDU E m CY1z) 0 1q, FLOOR TRENCH DETAIL Ln sc'L uo M o -C-- y 0 =3 0 O C:) < Revisions: Mark Date BY A1/29/21 STAFF 90%DESIGN REVIEW SET A2/12/21 STAFF 100%BID/L.L.REVIEW SET A2/18/21 STAFF PERMIT A A LLLL: LL: czs LL: LL: LL: x ::1 x LL: >< LL: LL: LL: x ¢. x LL: x LL: LL LL: x <. �c LL: x L�.: >< LL Architect Engineer of Record LL W Li� W LI: Q ¢ Q ¢ < Q ¢ < < aQ b, &' ti Cy (ym Z) m Z) b, 0 :3 � 0 C) Cy CY� 0 Cy Cy� 0 P;q @) ;_:�@) ;_�@) EU ;q @ -6 1/4" L 2'_7 L 11-11" L 2'-1" L 1'-11" L2'-0 1/2" Y-1 3/4" 6 11-11, L 2'-1* L 1,-il,, 2'-0 112".2'-1 3/4" l'-11" L 2'-1" 6 P-11" L 2'-7 5/8' C0RTLANtl COORDINATE WITH M 0 R 0 A I 1 L4 ELECTRICAL SHEETS FOR A R C H I T E C T I II I? 1W 1W 11 1? 11 4? $F 11 V Iff' 11 1? 11 F 'IF 11 4? $P I DEVICES RE IL J 11 IL J I LED WALLSQUIRED FOR VO711 N. FLDRD. L — — — — JL— — —— J L ——— —JL- - - - -] L — — — —JL — — — — J ARLINGTONIE TXER 76012 PH: (817) 635-5696 A C? FAX: (817) 635-5699 �O4 6'-77/8° (TYP) Seal r_ _ 1 I j I COITIAWiGAI J-BOX LO ATE ———— —— ABOVE C LING FOR SIGN F F-J F-i F-i (a ARLINGTON TEXAS • I FJ I OFOlwo (3) DUPLEIC & L L —— ——— ——J (2) DATA I L -1 LJ @ 50"AT F. STUB-UP LOCATION FOR Architect Engineer Job No.: CASH DESK.COORDINATE 21-005 WITH ELECTRICAL SHEETS JL �L-2" FOR REQUIRED DEVICES I Nextore Store Design Revision No.: 07 1-BOX LOCATED ABOVE CEILING FOR SIGN r F Nextore project Number 82260 ith y Brand Design Type: ORDINATE WITH SGH 4.5 G+ 51/2 51/2 51/2 51/2 51/2 ELECTRICAL SHEETS FOR 6-2 1/4" S-1/2 DEVICES REQUIRED FOR 3' 0 3/4" T-7 7/8" T-77/8 6'-21/4' T-77/8' 47/ ISSUED FOR: L'�t I LL: i_ i LED WALLS El Construction LL L < LL: X x LLr x < LLx LL: LL% x L < LL < LL: xLL W < ' Z :�' wz � W Z :�' W w � < � < x x i— X ;� Z :' W z :' Wz _ Wz _ W Z Wz . 0 0 z z � Z _ 0 0 0 0 iz� � OQ 0 C�j D 7) D D N N N 0 1.- a, 0 PO 0 0 0 P 0 0 0 0 Title P= (Bi @J P0@J P0 @) @ ;q @) ;zr ;:z 0 ELECTRIC DATA DIMENSIONAL PLAN ELECTRIC DATA DIMENSIONAL PLAN (D ��SCALF a Date Sheet 1/29/21 Drawn By STAFF A104 Checked By CM DESIGN & CONSTRUCTION MANAGEMENT: NB<FORE •o vea ry 6 ook.Eaa.a by.IT 060:5 1 d6T1411-6000 •4TO,E n v AA OH 45om • I 6 • =_-gro0 PK', _ ^1 GEN DIGMOl-00-COCl o4aso-oo 0441100LJJU _ GI o, ol� I a g o 4.0 o -0. 04424 02 0 e4-02 0-� STORE 43757 1V I Washington Square l L p 2 _ i 9348 SW Washington Square Road Tigard, OR 97223 Space: W 4A B.O.CEILING - - I 10'-0"A.F.F. _ — I , P Construction for: ELECTRICAL PANEL AND TEL BOARD BY LANDLORD / m m o ; T• � � 20 2 g i b mx i 4i E XB-COATS � — — — — $$o— s C:) r q sP `O TECHoti (D O RACK // ��� L) O I I o J 10 OOK9 To-00oE0 10-"EO 10-00KO lo-aorca TO oonEO I l v x o J B VB-40 To;oero t B 01111111111111 rnrmmm Ii p mi Mi im ImIrTTIMM rFnTnm N 313H5 ddU W OS-T5>ZO 11PZ5VZA _0 d o ELEVATION 96zZTx8 y 8 SCALE:1/4"=1'-O' V 10 � O J to O Qo v W P-53 B.O.CEILING FLOOR PLAN 10'-0"A.F.F. G.C.TO PROVIDE SCALE:1/4"=1'-O" CONTINUOUS 1X6 F.R.T. WOOD BLOCKING. CENTERLINE OF BLOCKING TO BE MOUNTED AT 7'-9'A.F.F. 0 0 Revisions: Mark Date By Q1/29/11 STAFF TECH DESIGN REVIEW SET RACK Q2/12/21 STAFF 100%BID L.L.REVIEW SET 01305-01 B VB-40 0 z/larzl STAFF G.C.TO PROVIDE CONTINUOUS ILLUMINATED PERMIT MIRROR OVER RECESSED IN-WALL BLOCKING FOR FIXTURES RAYBAN SIGN ELEVATION AS REQUIRED.COORDINATE WITH 7 DOOR(MIR-50) MIRROR(MIR-50) 0 SCALE:1/4"=1'-0" BY G.C.15/A401 yV P_50 /f BY G.C.14/A401 W 0.51 DETAILS"B"ON A/100 W gWp-50 W P-50 EQ T-8° EQ SURFACE MOUNTED A EQUAL LEQUAL MIRROR(MIR 50) BY ILLUMINATED G.C.8/401 SGH SIGN Ra- TL W P-53 B.O.CENNG B.O.CEILING 11'-O'A.F.F. r 11'-0"A.F.F. B.O 10'- CEILING a B.O.0 O F _S_�_rt, l - zT Architect Engineer of Record 10'-0"A.F.F. �' / G.C.TO PROVIDE a s-HL-MR-I d CONTINUOUS 1X6 F.R.T. u, WOOD BLOCKING. n CENTERLINE OF BLOCKING \ BE MOUNTED AT 7'-9"A.F.F. C? \ o - - - - - - - - - - — -- a -- - ------ - --- - -T C Q R T L A N D - - - - - -- - M 0 R 9 A N 80 N8:0^6 - - - - o A R C H I T E C T FRIDGE / / - DISPLAY SSHROUD MONITORS� - 7- _ __ T I T [ ' � 711 N. 16/17A401 r, 1 I ARLINGTON�ETXERRD 76012 PH: (817) 635-5696 - ----- FAX: (817) 635-5699 NEW CONCEALED (pIF-I�—Ij RECESSED oaaoo-ol oanoo-ol 02452-00 03,400 31 0--- ozaszoo -aoO-cz 03400-01 CUSTOM Seal B VB-40 MIRROR DOOR �J�/ LED DIGITAL CABINET FIXTURE B MWB-51 B MWB-51 B MWB-51 1/402aMONITRS B MWB-51 1/402a 6 ELEVATION 4 ELEVATION 3 ELEVATION CORTLANDMORGAN SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" SCALE:1/4"=1'-O' • y ARLINGTON,TEXAS • Fp ti Architect/Engineer Job No.: 21-005 C P-51 W P-50 W P-51 Nextore Store Design Revision No.: W P-51 MIRROR(MIRG.C.TO PROVIDE CONTINUOUS 07 ALL STOREFRONT AREA WALLS AND SOFFITS ABOVE BY G.C.C. IN-WALL BLOCKING FOR FIXTURESAS REQUIRED.COORDINATE WITH WP-53DETAILS"A"ON A/100 8.0.CEILING B.O.CEILING 11'-0"A.F.F. 11'-0"A.F.F. Nextore project B.O.CEILING B.O.SOFFIT Number 82260 10'-0"A.F.F. B.O.SOFFIT 10'-O'A.F.F. 10'-0"A.F.F. / \ Brand Design Type: 01 SGH 4.5 G+ ACCESSIBLE RESTROOM SIGN / -. ._. w. .... - 1 --- - " o_ N4 .... ISSUED FOR: SEE SHEET G002 / 0 Construction o - o / \ q 7/ 77 N +�N Title / gIl(,.�d�m ; � �g! 71r rill, t ,; INTERIOR viae+sa 8.►¢6�as'� 40yy� �,rt `I 11BE ELEVATIONS Inn 11 1 LL J 11 RECESSED FIRE STORFRONT FRAMING CUSTOM044010 " - -- , ,.. _ wow-a:- B VB-40 EXTINGUISHER CABINET (MF51)AND}"TEMPERED CABINET FIXTURE 9 - r RECESSED LED DIGITAL B MWB-51 GLASS(TYPJ g MWB-51 DIGITAL SMART B MWB-51 MONITORS Date Sheet SHOPPER FIXTURE 1/402a 1/29/21 1/402C Drawn By 5 ELEVATION 2 ELEVATION 1 ELEVATION STAFF A200 SCALE: 1/4"=1'-0" SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" Checked By CM DESIGN & CONSTRUCTION MANAGEMENT: TES 7RNYL LUMBING SHALL BE WRAPPED w/HANDICAPPED APPROVED WHITE VINYL DRAIN COVERS SUPPLIED AND INSTALLED BY G.C. 1. EXISTING UNISEX ACCESSIBLE TOILET ROOM BY LANDLORD INCLUDING ALL FINISHES.PLAN,ELEVATIONS,AND DETAILS ARE FOR REFERENCE ONLY. NEXMRE 8'-0" YL TILE ON FLOOR SHALL COMPLY TO FED.SPEC.L-F-475A(3)TYPE 11 GRADE A. VERIFY ALL CONDITIONS IN FIELD UPON CONSTRUCTION START. Space- W14A OMBUSTIBLE FRT IN WALL BLOCKING,IN ALL LOCATIONS OF EQUIPMENT AND ACCESSORIES REQUIRED TO BE WALL MOUNTED. 2. INSTALL NEW COAT HOOKS ON TOILET ROOM DOOR AT 48" &72"AS INDICATED. • x •.'.13)765600EXISTING BY L.L. SIBLE ACCESSORY INSTALLATION DIAGRAMS THIS PAGE FOR ALL TOILET ROOM ACCESSORY INSTALLATION. • - - ..oy Q 060:6 •.1(860)413-9m0 T-0" 6" 5. G.C.TO PROVIDE SILICONE SEALANT JOINT AROUND ALL RESTROOM FIXTURES. STORE #3757 Washington Square o 9348 SW Washington Square Road - - Tigard, OR 97223 D I I e - - _ H 1 \ _ Construction for: .UIPMENT ACCESSORY SCH ULE GC ? TENANT .SCHEDUL 4 / SUPPLY INSTALL SUPPLYINSTALL / MARK DESCRIPTION MODEL# MANUFACTURER REMARKS BY BY MARK DESCRIPTION MODEL# MANUFACTURER REMARKS BY BY o m 1 1 4 20 2 +� 7 z 1� LOCKERS(#) EMPLOYEE LOCKERS 36168BLK SALSBURY T GC QA 42" GRAB BAR B-5806x42 BOBRICK GC GC 1A INCHES DEEP-BLACK II 3 SAFE SMALL DROP SLOT SAFE UC-025K SENTRYSAFE BOLTED TO FLOOR BY G.C. T GC © 36" GRAB BAR B-5806x36 BOBRICK GC GC — 1 � / MICRO MICROWAVE OVEN M01108SST AVANTI T GC © VERTICAL GRAB BAR B-5806x18 BOBRICK GC GC o / FRIDGE 3.3 CU.FT.REFRIGERATOR RM3361B AVANTI COLOR:BLACK T GC ❑D MIRROR B-165 1836 BOBRICK ABOVE LAV. GC GC 0-8 un \ i/ W x D x H PIDP SHELVING STORAGE SHELVING PIPP W=WIDTH, D = DEPTH, H = HEIGHT ? GC ❑E TOILET TISSUE DISPENSER B-543 BOBRICK GC GC O` �O i — MOP SINK SERVICE SINK #21996-24-SDl-HH ZURN GC GC ❑F UTILITY HOOK B-2116 BOBRICK X2 HOOKS, REFER TO PLAN FOR LOCATION GC GC �^ u WATER COOLER BOTTLED WATER COOLER #GN6210-CD OR GNW210 NEXUS ❑G HOOK STRIP B-232x24 BOBRICK GC GC `•/�' ❑H PAPER TOWEL HOLDER KT1024 SIMPLE HUMAN STAPLES#180969 GC GC 2 F � w aJ rl��/■ , L aJ O d X 0 00 / .2 O 2 / l 7 C) C •Ask Q �O V TOILET ROOM KEY PLAN A-SGH4.5-A100-REVOO B-SGH4.S-A100-REV00 A SCALE:1/2"=1'-0" TOILET ACCESSORY MOUNTING HEIGHTS F1 PLAN VIEW Revisions: Mark Date By QW9/21 STAFF T-0" 90%DESIGN REVIEW SET MIN 0 2/12/21 STAFF 3'-6" 1'-0" 24" 12" ■__t:J E 100%BID/L.L.REVIEW SET MIN M W •--LJ e O o O o Q 2/18/21 STAFF 17 cci �' Q �'rm<_ V ITR PERMm N GRAB BAR GRAB BAR 1'-4"MIN 1'-6"MAX GRAB BAR MIRROR TOILET TISSUE DISPENSER UTILITY HOOK HOOK STRIP PAPER TOWEL DISPENSER I C-SGH4.5-A100-REVOO Architect / Engineer of Record C NO C0RTLAND M O R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 Seal CORTLAND MORGAN • Ca ARLINGTON, TE i F pR Architect/Engineer Job No.: 21-005 Nextore Store Design Revision No.: W EX/P W EX/P W EX/P W EX/P 07 B.O.CEILING I B.O.CEILING B.O.CEILING B.O.CEILING Nextore project 8'-0"A.F.F. 8'-0"A.F.F. 8'-0" A.F.F. 8'-O"A.F.F. Number 82260 Brand Design Type: PAPER J. GRAB BARS MIRROR SGH 4.5 G+ TOWEL \ ISSUED FOR:DISPENSOR O \ GRAB BARS O o ®Construction 60 MIRROR a0 a^ O of ' O LL q�? 4 x ' ¢ " O o ' WATER u LAVATORY d w / O o v w 3 / vo 0 3 3 CLOSET Title 3 ' TOILET ROOM B EX/B g gwg WATER CLOSET g EX/B LAVATORY B EX/3 PLAN, ELEVATIONS DETAILS Date Sheet 4 TOILET ROOM ELEVATION 3 TOILET ROOM ELEVATION 2 TOILET ROOM ELEVATION i TOILET ROOM ELEVATION Drawn By 9/21 SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" STAFF A201 Checked By CM 3 5/8"X 20GA METAL STUD 3 5/8"X 20GA METAL STUD ❑ ° DESIGN & CONSTRUCTION FRAMING @ 16'O.C.W/5/8" FRAMING @ 16"O.C.W/5/8' 0 0 MANAGEMENT: GYP.BD.BACK TO EXISTING GYP.BD.BACK TO EXISTING o 0 MALL BULKHEAD MALL BULKHEAD '-8" NB<FORE LED MONITORS AT LED MONITORS AT � INTERIOR INTERIOR 3 5/8"X 20GA METAL TRACK 3 5/8"X 20GA METAL TRACK o 0 (2)#10 SCREWS TO EXISTING (2)#10 SCREWS TO EXISTING o 0 BULKHEAD FRAMING BULKHEAD FRAMING �, � i,a �a.. -i JSO,C � ]33165-6090 ❑ ❑ � . yNmok 3aa6�a tgQC60:fi � 1860?"i-31C0 STOREFRONT FRAMING 3 J"X 20GA STOREFRONT FRAMING 3 J"X 20GA (2) 3 8" X 18 GA STUDS (2) 3 J"X 18 GA STUDSir 5 T O R E 43757 METAL STUDS @ 16"O.C.5/8"SUBSTRATE METAL STUDS @ 16'O.C. 5/8'SUBSTRATE FOR BOXED BEAM BEARING FOR BOXED BEAM BEARING AND BREAK METAL CLADDING(MF-51) AND BREAK METAL CLADDING(MF-51) EXISTING MALL EXISTING MALL Washington Square NEUTRAL PIER BY L.L. RETURN BREAK METAL TO RETURN BREAK METAL TO NEUTRAL PIER BY L.L. 9348 SW Washington Square Road THE BACKSIDE OF THE THE BACKSIDE OF THE Tigard, O R 9722 3 EXISTING 3/4"ALUM WINDOW FRAMING WINDOW FRAMING EXISTING 3/4"ALUM 3 5/8"X 20GA METAL STUD 3 5/8'X @ 1 METAL STUD CHANNEL REVEAL BY L.L. 3 3 CHANNEL REVEAL BY L.L. Space: W 14A FRAMING @ 16'O.C. FRAMING @ 16'O.C. p NEW BREAK METAL NEW BREAK METAL Construction for: PANELS TO BE INSTALLED PANELS TO BE INSTALLED SUBSTRATE UP TO EXISTING CHANNEL UP TO EXISTING CHANNEL o REVEAL REVEAL C 0" P-0" 2"X 6"SILL(MF-51) 2" X 6" SILL (MF-51) SILICON BASED r-o" r-o" CONSTRUCTION WITH 1/2"TEMPERED WITH 1/2"TEMPERED GLASS +� ADHESIVE w MF-51 GLASS W MF-51 BOX W/3 SEX 20 GA TRACKSA&JOISTS BOX W/3BEX (GAT TRACKS TT&B JOISTS —SEAM BRAKES METAL PANELS (MF-5 ) w 2 MF-51 2' X 2"JAMB (MF-51) 2" X 2"JAMB (MF-51) W IMF 51 BRAKE METAL PANELS (MF-51) OVER OVER SUBSTRATE PANELS BY TENANT STOREFRONT TENANT STOREFRONT C) SUBSTRATE CONTRACTOR. FABRICATOR TO CONTRACTOR. FABRICATOR C' SILICON BASED PROVIDE SHOP DRAWINGS FOR TO PROVIDE SHOP 7 � CONSTRUCTION APPROVAL. (TYP.) DRAWINGS FOR APPROVAL. g ADHESIVE �P) Cr u O METAL SEAM DETAIL STOREFRONT DETAIL STOREFRONT DETAIL )S�CALE -1'-0" SCALE:11/2'=1'-0' SCALE:11/2'=1'-0' ` 2"X 2"HEADER(MF-51) p a C GYP-P-51 1 C MF-51 Z, m cp '— BRAKE METAL PANELS(M51)OVER SUBSTRATE - p SGH ILLUMINATED SIGN,INDIVIDUALLY W MF 51 PANELS BY TENANT STOREFRONT ILLUMINATED CHANNEL LETTERS, SIGN Q CONTRACTOR. FABRICATOR TO PROVIDE = J 9 STOREFRONT SECTION $ STOREFRONT SECTION CONTRACTOR TO SUBMIT SIGN SHOP Cly SHOP DRAWINGS FOR APPROVAL. (TYP.) o DRAWINGS TO LANDLORD FOR APPROVAL. CDSCALE:1 1/2"=1'-0' SCALE:1 1/2' =V-0" B.O. MALL CEILING 16-0" A.F.F. Amok 0 N WVERIFY EXISTING MALL BULKHEAD EXISTING MALL BULKHEAD SEAMS FOR + + WHERE IT OCCURS + + WHERE IT OCCURSBRAKE METAL VERIFY n „ > (FYP.) 0 L LJ (Q U Revisions: IN FIELD IN FIELD Mark Date By GYP. BD. RETURN TO �" GYP. BD, RETURN TO � BULKHEAD BULKHEAD �� /_ \ _ SGH-4.5-FL-EL-24 O TAFF T.O.TENANT STOREFRONT O / T.O.TENANT STOREFRONT 90%DESIGN REVIEW SET + + O 16'-0"A.F.F. + O 16'-0"A.F.F. 3 5/8"X 20GA TRACK + I 3 5/8"X 20GA TRACK + I 0 2112121 STAFF TO STRUCTURE ABOVE I 0 I TO STRUCTURE ABOVE I O I B.O. FASCIA 100%BID/L.L.REVIEW SET SECURE WITH PAPS + + I I g SECURE WITH PAPS + 10'-0"A.F.F. I r8 16"O.C. I A300 16" O.C. I A300 N 2/1W1 STAFF O I I O I I 2" X 2" AL UM 2"X 2" ALUMIN 3 " X 20GA I I 3 " X 20GA I I 41SHED CH FITTINGS RANS EADER HEADER FINDIAGONAL BRACING I STOREFRONT FRAMING DIAGONAL BRACING I STOREFRONT FRAMING MF-51 FI F-51 MF-51 48"O.C. I 3 8" X 20GA METAL STUDS 48" O.C. I I 3 J"X 20GA METAL STUDS @ 16" O.C. 5/8" @ 16" O.C. 5/8" — SUBSTRATE AND BREAK I I SUBSTRATE AND BREAK 3 8"X 20GA METAL I 0 I METAL CLADDING (MF-51) 3 8" X 20GA METAL I 0 I METAL CLADDING (MF-51) 0 FRAMING @ 16"O.C. 0 I I q FRAMING @ 16" O.C. TO DECK ABOVE TO DECK ABOVE I I O I + + I STOREFRONT I + + IGN 3 8" X 20GA M TAL I I 3 " X 20GA METAL I + I / Architect/ Engineer of Record FRAMING @ 1 O.C. I FRAMING @ 16" O.C. I I / CUSTO R / v g PUL HED / EXISTING 3/4' I / F ALUM REVEAL BY 0 I 0 ( 0 I 0 I / L.L. (TYP.) BOX BEAM (2) 12"X 18GA I + JOISTS W/3 "X 20 GA GYP-1 I + BOX BEAM (2) 12"X 18GA JOISTS / C D R T L A N 0 C GYP-1 I I C P-50 W/3 J" X 20 GA TRACKS T&B \ / M D R !i A N P-50 <=> TRACKS T&B I B.O. FASCIA A R C H I T E C T B.O. FASCIA 10'-0"A.F.F. G GYP-1 - N / GYP-1 P-51 C P-51 \ ARLINGTON, TX 76012 2"X 2"ALUM / / PH' (817)N. FIELDER 635-5696 L • HEADER(MF-51) C MF-51 PATCH FITTIN 2" X 2" ALUM \ / FAX: (817) 635-5699 HEADER (MF-51) --- Seal (MF-51) o FLOOR ELEV 0 0'-0" A.F.F. ED 1/2 "TEMPERED GLASS 1/2"TEMPERED FRAMELESS 2"X 6"ALUMINUM SILL GLASS DOORS FINISHED MF-51 CORTLAND MORGAN 2 STOREFRONT ELEVATION v� ARLINGTON, TEXAS SCALE:1/2"=1'-0 =7�—>9—e OR OR- }"TEMPERED GLASS FRAMELESS Architect/Engineer Job No.: DOOR 21-005 - - - - - - - - - - - - - - - -- - - - - - - - -- - - - - - - - - - Nextore Store Design Revision No: is }" TEMPERED GLASS }" TEMPERED GLASS I It \ I 07 ! pZ ro w Nextore project Number 82260 CUSTOM EXISTING NEUTRAL Brand Design Type: DOOR PIER CONSTRUCTION I _ EXISTING NEUTRAL PIER SGH 4.5 G+ PULLS AND CHANNEL I I I I REVEAL BY L.L. CONSTRUCTION AND PAINT READY FOR I 1'-0" 1'-0" I SGH-4.5-ELLE -24 CHANNEL REVEAL BY L.L. ISSUED FOR: 0" 1'-0" I PAINT READY FOR ®Construction TENANT FINISH I I 4 3 4 I TENANT FINISH — 6 5 A300 A300 Title L] 2'-0" 5'-5" 6-0" s 5" 2'-0" STOREFRONT PLAN 2" X 6"ALUM SILL(MF-51) 2"X 6" ALUM SILL(MF-51) 1/2"TEMPERED GLASS 1/2" TEMPERED GLASS ELEVATION BOTTOM RAIL 20'-10„ SECTIONS & DETAILS FLOOR ELEV LEASE DIMENSION FLOOR ELEV O (MF-51) ° Date Sheet 0'-0" A.F.F. 0'-0" A.F.F. 1/29/21 Drawn By STOREFRONT SECTION STOREFRONT SECTION STOREFRONT PLAN A300 STAFF A300 3 4 1 SCALE.3/4" = 1'-0" -0" SCALE:1/2"=1'-0" Checked By CM DESIGN & CONSTRUCTION MANAGEMENT: ND<MRE EXISTING ROOF DECK OVER EXISTING ROOF DECK OVER EXISTING ROOF DECK OVER EXISTING ROOF DECK OVER EXISTING ROOF DECK OVER 06Crearnar,Broo,EaltGrnO,CTO •.1(513)765(M)40-woo METAL DECKING AND STEEL METAL DECKING AND STEEL METAL DECKING AND STEEL METAL DECKING AND STEEL METAL DECKING AND STEEL •ecaarvno,odceanc,anM.aoSozs 0a�asol<>3-moo BAR JOISTS BAR JOISTS BAR JOISTS BAR JOISTS BAR JOISTS STORE #3757 B.O.-DECK B.O. DECK B.O. DECK B.O. DECK B.O. DECK Washington Square +/- 17'-8" A.F.F. +/- 17'-8"A.F.F. +/- 17'-8" A.F.F. +/- 17'-8" A.F.F. +/- 17'-8" A.F.F. 9348 SW Washington Square Road 3 "x 20GA METAL STUD EX. 6"TRACK T TRACK TO EX.6" TRACK TO DIAGONAL BRACING Tigard, OR 97223 UNDERSIDE DECK. UNDERSIDE OF DECK. 3 J" X 20GA STUD BRACES @ UNDERSIDE OF DECK. 3 J" X 20GA STUD BRACES @ ALTERNATING TO Space: W14A 48" O.C. SECURED TO WALL 48"O.C. SECURED TO WALL STRUCTURE ABOVE, WITH #10 SCREWS WITH#10 SCREWS 48"O.C. (TYPICAL) 7 Construction for: A400 3-5/8"X 20GA METAL 3-5/8"X 20GA METAL �r1l TRACK TO WALL STUDS W/ TRACK TO WALL STUDS W/ #10 SCREWS (TYP) #10 SCREWS (TYP) 3 "X 20GA METAL TRACK GYP. CEILING GYP. CEILING GYP. CEILING GYP. CEILING GYP. CEILING 11'-0" A.F.F. 11'-0"A.F.F. 11'-0"A.F.F. 11'-0" A.F.F. 11'-0"A.F.F. 0 o SUSPENDED SUSPENDED LSUSPENDED ACT. CLG. SUSPENDEDL SUSPENDED /�^ o GYP. BD. CEILING 0 GYP. BD.CEILING O GYP. BD. CEILING 10' 0" A.F.F. GYP. BD. CEILING GYP. BD. CEILING w^, V ' � � up ACT. CEILING m x O x 0 NEW VENEER LAYER OF J 5/8" GYP. BD.INSTALLED g s ON SALES AREA SIDE OF J u IHR RATED DEMISING WALL: IHR RATED DEMISING WALL: IHR RATED DEMISING WALL: 3-5/8" X 20GA METAL EXISTING TOILET ROOM o a 5/8"THIN BRICK WALL COVERING EXISTING 6" METAL STUDS @ 16" EXISTING 6" METAL STUDS @ 16" EXISTING 6" METAL STUDS @ 16" ACT. CLG. PARTITION Z (BWP-50)OVER GYP. BD.TOJk O.C..W/SOUND BATT. AND 5/8" O.C..W/SOUND BATT.AND 5/8" UNDERSIDE OF CEILING O.C..W/SOUND BATT.AND 5/8" 8'-0" A.F.F. m GYP. BD. FULL HEIGHT TO GYP. BD. FULL HEIGHT TO GYP. BD. FULL HEIGHT TO STUDS AT 16" O.C. W/(2) � O UNDERSIDE OF DECK. UL DESIGN UNDERSIDE OF DECK. UL DESIGN UNDERSIDE OF DECK. UL DESIGN LAYERS OF 5/8" TYPE "X" U-465. U-465. U-465. N GYP. BD. ON THE SALES ACT. CEILING � SEE SHEET A100 FOR REQUIRED SIDE, 1 LAYER ON B.O.H. EXISTING UDS X 6" v SIDE METAL STUDS AT 16" Q o O.C. W/5/8" TYPE GYP. FIXTURE BLOCKING DETAILS 3 5/8"20 GA. MTL. STD. 3 5/8"20 GA. MTL. STD. BD. AM @16" O.C.W/5/8" GYP. BD. @16" O.C.W/5/8" GYP. BD. O TO UNDERSIDE OF CEILING O TO UNDERSIDE OF CEILING SEE SHEET A100 FOR REQUIRED SEE SHEET A100 FOR REQUIRED ADJACENT RETAIL AREA FIXTURE BLOCKING DETAILS FIXTURE BLOCKING DETAILS B.O.H. AREA RETAIL AREA TOILET ROOM RETAIL AREA ADJACENT RETAIL AREA ADJACENT RETAIL AREA 3-5/8" X 20GA METAL 3-5/8" X 20GA METAL 3-5/8"X 20GA METAL 3-5/8"X 20GA METAL Revisions: TRACK TO CONCRETE SLAB TRACK TO CONCRETE SLAB TRACK TO CONCRETE SLAB TRACK TO CONCRETE SLAB 0 W/PAPS @ 16" O.C. O W/PAPS @ 16" O.C. W/PAPS @ 16"O.C. W/PAPS @ 16" O.C. Mark Date By METAL WALL 0 E29rz1 STAFF BASE (MWB-51) METAL WALL METAL WALL METAL WALL METAL WALL 90%DESIGN REVIEW SET EX. 6"TRACK TO EX.6" TRACK SECURED TO BASE (MWB-51) EX.6"TRACK SECURED TO BASE (MWB-51) I BASE (MWB-51) BASE(MWB-51) Q 2/12/21 STAFF SLAB SLAB SLAB @00 66 6100%BID/L.L.REVIEW SET A400 A400 A400 1 WALLo SECTION WALL SECTION WALL SECTION WALL SECTION WALL SECTION o 2/3/21 STA" PERMR SCALE:3/4"= P-0" 0 0 3"X3"X3"X18 GA CLIP ANGLES TO TOP TRACK AND DIAGONAL 3 5/8"X 20 GA DIAGONA BRACING W/(2)#10 SCREW BRACING @ 48" O.C. CONNECTIONS, EA. LEG.CUP Architect/ Engineer of Record ALTERNATING TO THE O* ANGLES AT 48"O.C. MAX. STRUCTURE 3 5/8" X 20 GA TRACK C D R T L A N D M D R 6 A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 ACOUSTCAL CEILING ACOUSTCAL CEILING FAX: (817) 635-5699 Seal METAL STUDS SECTION DETAIL CGRTLA`!^MORGAN TRACK TO DECK DETAIL �Y A _XAS Architect/Engineer Job No.: 21-005 Nextore Store Design Revision No.: 0 /si Nextore project Number 82260 Brand Design Type: SGH 4.5 G+ METAL STUDS SECTION DETAIL ISSUED FOR: [51 Construction METAL TRACK PER SECTION DETAIL (2) HILTI X-U-P8 POWDER ACTUATED FASTENERS 16" O.C. Title SHANK LENGTH 1" SHANK DIAMETER.16 INCH CONCRETE SLAB WALL SECTIONS Date Sheet 1/29/21 Drawn By (OTRACK TO SLAB DETAIL CheckedAFF A400 CM DESIGN & CONSTRUCTION 8'-0 5/8 GYP.BD.CLG 13 MANAGEMENT: 2'-O8" 3'-111 ' 2'-0 " -1/2"TEAR AWAY L BEAD _777777— A401 7-10 7/8" A.F.F. VA C.R.LAURENCE CO., (HOLD) @ HEAD r____— D645P — — — ffI CRL POLISHED 1/4" DEEP OL RE DOOR NOSE ALUMINUM 1 A.F.F." 1-CHANNEL A.F.F. I .F 1/4" MIRROR — J •<un " m�3 Fin ,,ami o"asao •-r 15.3/113-9700 1/4'MIRROR OVER MIRROR C GYP-1 C GYP-1 •F-�ea�eos-ccF.rasera"oy.core[e 0-1 860,a13 13 ADHESIVE OVER MDF OVER C P-50 A401 C P-50 STORE 43757 5/8'GYP.BD.OVER 3 5/8" (1/2" GAP o 0 20GA.MTL.STD. Washington Square W MIR-50 (ALL SIDES, TOP w SIM PROVIDED AND 9348 SW Washington Square Road & BOT.) d 10 13 MIRROR — TOP DETAIL INSTALLED BY G.C.. Tigard, OR 97223 3'-4" A.F.F. SCALE: 3" -1'-0" — -ISpace- W14A L----� AIRPLATE Sl, HOME THEATER B.O.TOP MIRROR OL Construction for: AND AV QUIET CABINET 1/4" MIRROR OVER MIRROR COOLING FAN SYSTEM, 4 ADHESIVE OVER MDF OVER — INCH, MODEL AI-CFS80BA TEAR OFF STRIP (SUPPLIED &INSTALLED BY 20G GYP.A.MTL. 3 5/a 12 0GSTD.SA401 G.C.) 24"x3 1/2" VENT HOLE THROUGH 3/4" MDF (TYP) O -O" A.F.F. MIRRORED DOOR DETAIL C.R.LAURENCE CO., ccff 1 ✓ CRL BRIGHT ANODIZED :3 ECESSED DIG-0003L-01 — ELEVATION SCALE: 6" -1 -0" 1/4"ALUMINUM L-8AR W MIR-50 W MIR-50 ° �OR EXTRUSION PROVIDED AND INSTALLED PROVIDED AND SCALE: 1/2" -1'-O" BY G.C..MUST ALIGN WITH L) 0 5/8" GYP. OVER 5/8" GYP. MIRROR ABOVE. INSTALLED BY G.C.. :r� OVER 3 5/8"20 GA. MTL STD. x 0 5/8" TEAR AWAY L BEAD(TYP.) 12 MIRROR — INTERMEDIATE DETAIL y SCALE: 3" -1'-0" ° 3/8" MDF OVER GYP. BD. I ,� (PAINT TO MATCH WALL) 1/4" MIRROR X 1/4"MIRROR OVER MIRROR ADHESIVE OVER STOCK J DOOR C) p_ OR Q � `^ 1/4"MIRROR OVER MIRROR W P-50 Y w ADHESIVE OVER MDF OVER RETURN WALLS 10 5/8"GYP.BD.OVER 3 5/8" < , ~— � A401 20GA.MTL.STD. j 0 MONITORS moo *4000, z C.R.LAURENCE CO., z AIRPLATE Sl, HOME D636P THEATER AND AV QUIET CRL POLISHED 1/4" — 11 11 CABINET COOLING FAN STANDARD ALUMINUM A401 � A401 SYSTEM,4 INCH, MODEL J-CHANNEL CENTER Al-CFS80BA (TYP.OF 4, TEAR OFF STRIP = @ 6-0" A.F.F. SUPPLIED&INSTALLED BY Revisions: t_<Lu G.C.) — — J Mark Date By DETAIL @ RECESSED WALL MIRROR (� DETAIL @ WALL MIRROR 0 1/29/21 STAFF O �� 11 SCALE:3/4"=1'-0" JWALL FLUSHMIRROR DETAIL — PLAN VIEW MIRR R — B TT M DETAIL 10 90%DESGN REV EW SET ,- "I _ _ - _ ,� SCALE:3/4"=1'-0, > . SCALE: 6 1 0 SCALE: 3 1 0 m i 2/1281 STAFF O 100%BID/L.L.REVIEW SET z 9 HANG-UPS UNLIMITED 0 2/18/21 STAFF 310-453-3806 PERMIT A401 TOGGLE EYE TE-10 3' °s" PROVIDED AND INSTALLED 0 OF 4TYP ° BY GC PARTITION BUILD-OUT . . 1/4" MIRROR OR ( ) SPEED CONTROLLER MOUNTED MIRROR ADHESIVE 3_pl IN BOTTOM. DAISY CHAIN TO 2 FANS. (SUPPLIED&INSTALLED OVER 3/4" MDF. Q MIRROR 5/8" MDF - BY G.C.) 1/4"x 1" HAR1/4" x 1" HARD WOOD PAINT TO 2'-1 8" OVER GYP. BD. 1 WOOD PAINT TO MATCH WALL (TYP.) MDF N� MATCH WALL(TYP.) \ � Architect/ Engineer of Record 1"x 1/2" ALUM. Mioo Z ANGLE. FINISH _u O T.B.D. BY G.C. 1"x 1/2" ALUM. } ANGLE. FINISH w z 1/8" FERRULE AND STOP SET BY GC (TYP.) < 3/8" REVEAL T.B.D. BY G.C. -� w HANG-UPS UNLIMITED l7 CEILING 310-453-3806;TOGGLE EYE TE-10 z N 3-5/8"X 2UGA METAL 3/8" REVEAL Q = PROVIDED AND INSTALLED BY GC. Q R T L A N O STUDS W/5/8" GYP. BD. F— a 1/16" WIRE ROPE BY GC (TYP.OF 4) 00 11 0 R 9 A N SEE DETAIL ZQ - - -- - --- - 7- - -- - - -/A401 A R C H I T E C T w w o V 711 1 FIELDER RD. ARLINGTT ON, TX 76012 PH: (817) 635-5696 >- FAX: (817) 635-5699 SURFACE DIG-0003L-01 — VERTICAL SECTION Q EXIST. WAYFARER Seal 16 SCALE: 1" -1'-0" O ATTACHMENT POINTLn ' U X l "' HANGING WAYFARER CORTLAN ORGAN re e.04° GLASSES • 9'-z4 c/% GTON, TEXAS LT-7" MIN. UF'� �17 g G.C. INSTALLED SURFACE MOUNTED MIRROR 7) Ay WFARER SUSPENSION DETAIL 6 GASSES WAYFARER DETAIL A.F.F. SCALE: 1 1/2" -1'-0" SCALE: 1'-0" -1'-0" SCALE: 1 1/2" -1'-0" Architect/Engineer Job No.: 21-005 CEILING HOOK Nextore Store Design Revision No.: LOCATIONS 07 TS-42 HARD LE TO HARD LE Nextore Number umber 82260 Brand Design Type: a SGH 4.5 G+ DOOR LEAF DOOR FRAME ISSUED FOR: ®Construction Z E VB 40 TENANT TILE DIG-01104-02 DIG-0110402 MWB-51 TRANSITION ON THIN SET p Title STRIP(TS-40): MORTAR BED TRANSITION STRIP Z SECTIONS PTF-50EW/EX.V.C.T. SIN (TS-42) MALL TILE O VFT-40 LOORING _ TENANT TILE ON THIN OC SET MORTAR BED DETAILS • ,;x Date Sheet 1/29/21 SALES BASE DETAILQ °�"ioeY (1y=CALE: FARER INSTALLTION NON— ��ES BASE DETAIL 3 FLOOR TRANSITION DETAIL FLOOR TRANSITION DETAIL STAFF A401 1/2" -1'-0" SCALE: 6' -1 -0SCALE: 6" -1'-0° SCALE: 6" -1'-0" TS-40 HARD TILE TO V C T 1 SCALE: 6" -1'-0" Checked By CM DESIGN & CONSTRUCTION MANAGEMENT: r\C<MRE fir_..u.uo viace.vm q n al;uv •+l(511)7651 X 6 Creamery Biwk Eaet Gran, y' CT060[6 +1(860)413-9]00 STORE 43757 Washington Square B.O. SOFFIT 9348 SW Washington Square Road 10'-0" A.F.F. Tigard, OR 97223 Space: W14A Construction for: moo ON I\ MIL M^ ELECT ONICS ELECT ONICS m V a -- 1 J - - 1 � 00 r/ r✓ \11 w^ Y t O xc 0 J � IT. L ELECT OMCS ELECT NICS 7FI) y U L7 N x ^7 co -1 rr- - IOr- - oo < Q o Cf) L9 \7y \may ELECT ONICS ELE MCS � L-%,�_ A Revisions: Mark Date By Qi 1/29/11 STAFF 3 s X 20GA STUD 90%DESIGN REVIEW SET N I as 3-5/8 " X 20GA TRACK BRACES @ 48" 2/12/21 STAFF SECURED TO STUDS O.C. SECURED ELE` °NILS ELECT°NILS 00%BID/LL.REV EW SET TO WALL WITH 3 5/8" x 20GA METAL STUDS #10 SCREWS Mem 0 2/18/21 STAFF @ 16" O.C. W/ 5/8" GYP. BD. PERMIT ° 91 L° — — J PAINTED (P-51) 2-1/2 " X 20GA 0 B.O. SOFFIT TRACK SECURED 10'-0" A.F.F. TO STUDS o ~ T.O. FINISHED OPENING 0 @ 9'-5 3/4" A.F.F. 3 5/8" x 20GA of METAL. STUDS 4@ 16" O.C. GC TO CORE 2"0 HOLES 48° e° 84° 6.. a$" T.O. SCREEN___/(aoz O FOR VENTILATION PER Architect/ Engineer of Record @ 9'-5 1/4" A.F.F. 2 1/2" x 20GA METAL PATTERN DIMENSION (TYP) STUDS @ 16" O.C. 34" 2'- 8 2s" GYP.BD.OPENING C0 RRTLIUTANO M 0 R B A N ARCHITECT 0 2x4 VERTICAL LED - VENTS RLI T FIELDER RD. ARLINGTON, TX 76012 635-5696 DIGITAL DISPLAY 2 SCALE: P = 1'4' Fax: (817) 635-5699 MONITORS Seal EXISTING 6" METAL STUD DEMISING WALL CA ,� 2"X4'18GA.L-ANGLE CONSTRUCTION CORTLAND MORGAN ' (TVP.ACROSS TOP) a o ARLINGTON,TEXAS � o (2)1"HOLES @ TOP O BETWEEN EACH VERT. " 5/8'MUD-IN L BEAD----- STUD FOR AIRFLOW 3/4" FIRE RETARDAND (TYP.SURROUND) TREATED MDF INSIDE Architect/Engineer Job No TOP OF OUTSIDE F.O. ELECTRICAL&DATA BOX OUT PAINTED 21-005 @ 9'-5 3/4"A.F.F. SEE ELECTRICAL SHEETS (P-51) FO N STOREFRONT Nextore Store Design Revision No: LED SCREENS&BRACKETS RECESSED FIRE EXT. CONSTRUCTION: 3/4"MDF INSIDE BOX OUT o CABINET 3-5/8" x 20GA �� PAINTED TO MATCH WALL ° mho O 0 � METAL. STUDS Nextore project ry Number 82260 2 1/2" X 20GA METAL. — — — — — — Brand Design Type: OSTUDS @ 16" O.C. W/ 5/8" — — — ° ° ° ° SGH 4.5 G+ aoz GYP. BD. PAINTED (P-51) STOREFRONT o z° FRAMING AND GLASS ISSUED FOR: B.O. SCREEN - 2 1/2" x 20GA METAL ®Construction O @ 1'-0 1/2" A.F.F. STUDS @ 16" O.C. 3/4" FIRE RETARDANT 3 DIGITAL DISPLAY O. BOTTOM OF F.O. A402a MONITORS @ 1'-0"A.F.F. BOTTOM OF F. TREATED MDF INSIDE 11/2"MUD-IN . , @ 1'-0" A.F.F. O BOX OUT PAINTED 3q" r-5$" 2$" Title CORNER BEAD 3 5/8" x 20GA METAL STUDS 2 1/2 " X 20GA TRACK TO (P-51) GYP.ED.oPENING LED DISPLAY WALL @ 16" O.C. W/ 5/8" GYP. BD. 0 CONC. SLAB WITH PAPS SECTIONS AND 3'-0" PAINTED (P-51) DETAILS It- 3 5/8 " X 20GA TRACK TO CONC. SLAB WITH PAF'S A4oza Date 1/29/21 Sheet Drawn By 4 DETAIL 3 2x4 VERTICAL LED - SECTION 1 2x4 VERTICAL LED - PLAN SECTION STAFF A402a Checked By CM DESIGN & CONSTRUCTION MANAGEMENT: NRE "I'll,o"aao •'1 5')75 1cCo 6a9 Gra6Ly.C1060_6 .1 S6C1-1139.90 STORE 43757 Washington Square 9348 SW Washington Square Road Tigard, OR 97223 Space: W14A B.O. SOFFIT Construction for: 10'-0" A.F.F. o i CD ELECT F 0mcS ELECT ICS p Nr 1 C7 O 0 Z3 O J r0 7Fp � - W 07 ��W\ z � O x ELECT NICS ELEC CONICS J H 0 C) Z Z O ry a rn 1n LDq EIfCT WCS ELECT MICS Revisions: Mark Date By L. —— �——A Q 90%DE STAFF 3 $" X 20GA STUD r , r ; 9096 DESIGN REVIEW SET 3-5/8 ' X 20GA TRACK BRACES @ 48 2/12/21 STAFF SECURED TO STUDS O.C. SECURED a q 100%BID/L.L.REVIEW SET TO WALL WITH 3 5/8" x 20GA METAL STUDS #10 SCREWS Q 2/18/11 STAFF @ 16" O.C. W/ 5/8" GYP.7BD. PERMIT ELECT NICS ELEC NICS PAINTED (P-51) 2-1/2 " X 20GACWQ B.O. SOFFIT TRACK SECURED TO STUDS 10'-0" A.F.F. T.O. FINISHED OPENING L° _ — J L° - - 0 1 @ 9'-5 3/4" A.F.F. 0 3 5/8" x 20GA ao. METAL. STUDS 4 @ 16" O.C. T.O. SCREEN 402 0 Architect/ Engineer of Record @ 9'-5 1/4" A.F.F. 2 1/2" x 20GA METAL STUDS @ 16" O.C. 0 a8" 6.. e4 6.. a$° GC TO CORE 2"0 HOLES 11 FOR VENTILATION PER PATTERN DIMENSION (TYP) C 0 R T L A N 0 ° 28" 2'-S$" 34" M 0 R 0 A N c GYP.BD.OPENING A R C H IT E CT ° 0 2x4 VERTICAL LED - VENTS 7„ N. FIELDER RD. 2 ARLINGTON, TX 76012 DIGITAL DISPLAY SCALE: 1° = 1'-o° PH: (817) 635-5696 FAX: (817) 635-5699 MONITORS Seal EXISTING 6" METAL STUD DEMISING WALL 2"X4"18GA.L-ANGLE �I` CONSTRUCITON CORTLAND ORGAN (TYP.ACROSS TOP) . a ARLINGTON,TEXAS • � o(, O 2 (2)1"HOLES @TOP BETWEEN EACH VERT. L' Qv 5/8'MUD-IN L BEAD STUD FOR AIRFLOW 3/4" FIRE RETARDAND -- 3r-0• (TYP.SURROUND) TREATED MDF INSIDE Architect/Engineer lob No.: TOP OF OUTSIDE F.O. ELECTRICAL&DATA BOX OUT PAINTED 34�� 2r-1 �. 21-005 @ 9'-5 3/4"A.F.F. SEE ELECTRICAL SHEETS (P-51) OGYP.BD.OPENING Nextore Store Design Revision No.: LED SCREENS&BRACKETS 3/4"MDF INSIDE BOX OUT o 3 07 PAINTED TO MATCH WALL 3/4" FIRE RETARDANT aozb DIGITAL DISPLAY O O TREATED MDF INSIDE 2`41 MONITORS Nextore project _ BOX OUT PAINTED 1„ Number 82260 (P-51 z z ) Brand Design Type: 4 NIS , ° c ° o STOREFRONT SIGH 4.5 G+ O 402 2 1/2" x 20GA METAL. FRAMING AND GLASS ISSUED FOR: 2 1/2" x 20GA METAL STUDS @ 16" O.C. W/ 5/8" �°� ®Construction N B.O. SCREEN STUDS @ 16" O.C. GYP. BD. PAINTED (P-51) O @ 1'-01/2" A.F.F. BOTTOM OF F.O. IV @ 1'-0"A.F.F. BOTTOM OF F.O. 11/2"MUD-IN @ 1'-0" A.F.F. O STOREFRONT Tide CORNER BEADCONSTRUCTION: LED DISPLAY WALL 3 5/8" x 20GA METAL STUDS 2 1/2 " X 20GA TRACK TO @ 16" O.C. W/ 5/8" GYP. BD. CONC. SLAB WITH PAPS 3-5/8" x 20GA SECTIONS AND PAINTED (P-51) METAL. STUDS DETAILS 3 5/8 " X 20GA TRACK TO Date Sheet CONC. SLAB WITH PAF'S 1/29/21 Drawn By ERTICAL LED - SECTION 2x4 VERTICAL LED - PLAN SECTION STAFF A402b 4 DETAIL 3 2x4 V 1 Checked By SCALE: 1' = 1'-0" CM DESIGN & CONSTRUCTION MANAGEMENT: NRE '13)765 W x.1860)413-WW STORE 43757 Washington Square 9348 SW Washington Square Road Tigard, OR 97223 Space: W14A Construction for: 8 T-O$" T MIRROR(M-50) 0 CL Ln B.O. CEILINGl7 �o 11'-0" A.F.F. O LJ C.R. LAURENCE CO., D645P CRL (v�J a p POLISHED 1/4" DEEP NOSE ALUMINUM J-CHANNEL 1" 2'-1041-" 1" g N 3/8" REVEAL 3/8" REVEAL C.R. LAURENCE CO., D645P CRL O a POLISHED 1/4" DEEP NOSE O 1"x 1/2"ALU 1"x 1/2"ALUM. Z` ALUMINUM J-CHANNEL 3 5/8°°X 20GA METAL - -- - ._ STUDS @ 16" O.C.TO 6" ANGLE. FINISH Moo ANGLE. FINISH � p ABOVE CEILING T.B.D. BY G.C. "1100 T.B.D. BY G.C. vn j nl 7 J �q O 3/4" MDF PAINTED (P-50) OVER tic I I'' Q o S/8" GYP. BD. ON 3 5/8"20GA. MDF ATTACHED 1/4" MIRROR OR MIRROR ADHESIV1/4" 1/O x 1" AIN TO GYP. BD. OVER 3/4" MDF. WIDTH TO MATC WO x 1" HARD MTL. STUDS @ 16" O.C. WOOD PAINT WOOD PAINT TO O TO MATCH SMART SHOPPER MIRROR BELOW. MATCH WALL (TYP.) WALL (TYP.) 1 FACE OF MIRROR TO ALIGN WITH 3'-o-8" SMART SHOPPER BELOW. MIRROR aoi:Y� 0 84 38" 38"q a W MIR-50 G .C . INSTALLED MIRROR ABOVE 6' -9 1/2 " A. F. F. DETAIL 7,, 51, 1/4" MIRROR OR MIRROR ADHESIVE OVER 8 8 3/4" MDF.WIDTH TO MATCH SMART Revisions: SHOPPER MIRROR BELOW. FACE OF MIRROR Mark Date By EXISTING METAL STUD - 0 TO ALIGN WITH SMART SHOPPER BELOW. 0 1/29/21 STAFF DEMISING WALL 90%DESIGN REVIEW SET CONSTRUCTION 1x1 ALUM.ANGLE 1x1 ALUM.ANGLE (SHARP CORNER) (SHARP CORNER) CLEAR ANODIZED CLEAR ANODIZED 1 znzrzl AFF 100%87D/L.L.REVIEW SET O Q3 PERMIT STAFF PERMIT B.O. FINISHED OPENING Q 6-9 1/2" A.F.F. 4 -- --- ZIP 1177111 /Aco Architect/ Engineer of Record 3-5/8" STUDS i DIGITAL SMART SHOPPER FIXTURE W/5/8" GYP. BD. i OI ....... 0 R 6 A N ........... C 0 R T L A N D i / / ADHESIVE VEER 3/4' MDF. s RROR OR MIRROR--- 4 wz A WIDTH TO MATCH SMART 402 4oz G.C. SUPPLIED AND ARCH ITEC T SHOPPER MIRROR BELOW 8' 0 " INSTALLED MIRROR AND �- BACKER FIELDER RD. HOLD ARLINGTON, ON, TX 76012 PH: (817) 635-569696 FAX: (817) 635-5699 Seal META"sT�os@16" - - CUSTOM BUILD OUT FLOOR PLAN ABOVE 6' -9 1/2 " A. F. F. �� C O.C.TO 6"ABOVE 03 SCALE: 1112" =1'-0' � X CEILING CORTLAND MORGAN to ARLINGTON. TEXAS o a 0 Architect/Engineer Job No.: 3/4" MDF PAINTED INSTALLED 21-005 / ON FACE OF EXISTINGNG COLUMN Nextore Store Design Revision No.: ' 81. 35.. BUILDOUT 8 0 /7 A—/ ' 4 3-5/8" STUDS W/ w Nextore Number Project 82260 5/8" GYP. BD.TO 6-9 1/2" A.F.F. Brand Design Type: 17 / EXISTING METAL STUD — DIGITAL SMART SHOPPER FIXTURE SGH 4.5 G+ DEMISING WALL ISSUED FOR: CONSTRUCTION i /8" STUDS W/ 1-5/8" STUDS W/ ®const action i ° GYP. BD.TO 3/4" M.D.F.TO5/8" GYP. BD.TO 6' 9z" A.F.F.91/2" A.F.F. 6'-9 1R" A.F.F. 3 5/8 "X 20GA TRACK TO CONC.SLAB — — — — — — — — — —t4O2� — dwro TiNeWITHPAF'S 3/8' M.D.F.TO nro 3/8" M.D.F.TO DIGITAL SMART 6' 9 z"A.F.F. 1. q s RECESS BUILD-OUT 4 1• 6'-9}"A.F.F. 4oz FOR DIGITAL SMART SHOPPER PLAN, SHOPPER FIXTURE 1„ ELEVATI N 214.. 2 24 O , SECTIONS & DETAILS Date Sheet HOLD i/z9/zl Drawn By 4 SMART SHOPPER / MIRROR ELEV. 3 SMART SHOPPER AND MIRROR SECTION 1 CUSTOM BUILD OUT FLOOR PLAN BELOW 6 ' -9 1/2 " A. F. F. STAFF A402c SCALE: 11/2' = 1'-0" SCALE:1 1/2" = 1'-0" SCALE:1 1/2" = 1'-0' Checked By CM DESIGN & CONSTRUCTION DESCRIPTION: 1.0 REFERENCE DOCUMENTS: 3.0 INSTALLATION: 4.0 ALTERNATE CEILING FRAMING MANAGEMENT: THE CEILING CONSISTS OF HANGER WIRES ATTACHED TO THE STRUCTURE ABOVE,MAIN RUNNERS 1.1 ASTM STANDARDS 3.1 WIRE HANGERS SHALL BE ATTACHED TO,OR PRE-INSTALLED IN STRUCTURE CAPABLE OF SUPPORTING THE CEILING FOR LIMITED CEILING WIDTHS,ALTERNATE FRAMING CONSISTING OF FURRING CHANNEL OR METAL JOIST SECTIONS MAY BE ATTACHED TO THE HANGERS,AND CROSS FURRING ATTACHED TO THE MAIN RUNNERS. WEIGHT,PLUS SAFETY MARGIN,WITHOUT DEFLECTION. THE HANGER ATTACHMENT SHALL DEVELOP FULL INSTALLED AS A SIMPLE SPAN BETWEEN RUNNERS ATTACHED TO OPPOSITE WALLS. THIS SYSTEM MAY BE USED ON NEXMRE APPROPRIATE GYPSUM OR CEMENT BOARD PANELS ARE SCREW ATTACHED TO RECEIVE FINAL 1.1.1 ASTM C-754 INSTALLATION OF STEEL FRAMING TO RECEIVE SCREW ATTACHED GYPSUM PANELS HANGER STRENGTH. HANGERS SHALL BE STRAIGHT AND WITHIN A RATION OF 1;6 OF PLUMB. AVOID HANGER CEILING THAT DO NOT REQUIRE PENETRATIONS LARGE ENOUGH TO INTERRUPT THE FRAMING,AND DO NOT CARRY DECORATION SUCH AS DRYWALL TREATMENT,VENEER PLASTER,ACOUSTICAL TI S,ACRYLIC PLASTER 1.1.2 ASTM C-840 APPLICATION AND FINISHING OF GYPSUM BOARD(SEC.1S) SPLICES. HANGER WIRES SHALL NOT CONTACT MECHANICAL OR ELECTRICAL ITEMS ABOVE THE CEILING. HEAVY FIXTURE LOADS. SYSTEM,AND CERAMIC TILE. 1.1.3 ASTM C-841 INSTALLATION OF INTERIOR LATHING AND FURRING(SECS.7.2&7.4) HANGER WIRES SHALL BE INSTALLED AT 4'OC,AND SHALL BE LOCATED WITHIN 6'OF THE ENDS OF MAW 1.1.4 ASTM C-844 APPLICATION OF GYPSUM BASE TO RECEIVE GYPSUM VENEER PLASTER(SEC.15) RUNNERS. 4.1 MATERIAL: 1.2 RELATED STANDARDS: 3.2 MAIN RUNNERS SHALL BE SPACED AT 4'OC. MAIN RUNNERS SHALL BE LOCATED WITHIN 6'OF PARALLEL WALLS. 4.1.1 RUNNERS: SHALL BE THE SAME SIZE AND GAUGE AS FRAMING MEMBERS. ANGEL RUNNER MAY BE USED TO ATTACH HANGER WIRES TOT HE MAIN RUNNERS WITH A SADDLE TIE THAT PREVENTS SETTLING,UPLIFT,OR SUPPORT HAT CHANNEL FRAMING. 1.2.1 GA 216 APPLICATION AND FINISHING OF GYPSUM BOARD(SEC.12) TWISTING OF THE MAIN RUNNERS. SPLICE FURRING WITH A NESTED 12'LAP AND A DOUBLE WRAP WIRE TIE AT 4.1.2 FRAMING: THE FOLLOWING TABLE LISTS THE MAXIMUM SINGLE SPAN FOR FRAMING MEMBERS INSTALLED AT 16' STORE Z37-57 1.2.2 GA 600 FIRE-RESISTANCE DESIGN MANUAL EACH END. MAIN RUNNERS SHALL BE INSTALLED TO WITHIN +/-1/8"OF A FLAT PLANE. OR 24'OC TO RECEIVE SINGLE LAYER CEDING PANELS. Washington Square 1.2.3 GWB-1 NORTHWEST WALL&CEILING BUREAU GUIDE SPECIFICATION FOR GYPSUM WALLBOARD. 1.2.4 VP-1 NORTHWEST WALL&CEILING BUREAU GUIDE SPECIFICATION FOR VENEER PLASTER SYSTEMS. 3.3. CROSS FURRING SHALL BE SADDLE TIED TO MAIN RUNNERS WITH#16 GAUGE WIRE OR TWO STRANDS OF#18 GAUGE MEMBERS MAX.SINGLE SPAN 9348 SW Washington Square Road i 1.2.5ICBO EVALUATION REPORT ER-4071 WIRE OR APPROVED CLIPS. SPLICE FURRING WITH AN 8'NESTED LAP SCREWED OR WIRE TIED AT EACH END. 7/8'X 25 GA HAT CHANNEL 4'-0' 1.2.6 MANUFACTURERS SPECIFICATIONS FOR THE APPLICATION OF CEMENT BOARD TO CEILINGS. THE REQUIRED FURRING SPACING IS 24"OC FOR 5/8"THICK GYPSUM PANELS AND 16"OC FOR 1/2'THICK 1-5/8"X 25 GA C SECTION T-0• Tigard, OR 97223GYPSUM PANES.APPUCATIONSLSEE THE 0APPROPRIATE RELATEDIOREFTHER COMBINATNS DERENCE STANDARD OR MANUFACSS OF GYPSUM PANELS OTURER FOSRSPECIIF[CAT[ONS. 3-ENT BOARD 11/2'X 25 GA C SECTION 81-0. Space: W 14A 2.0 MATERIALS: ° 3.4 WHEN THE STRUCTURE FROM WHICH THE CEILING IS SUSPENDED IS CAPABLE OF MOVEMENT INDEPENDENT OF THE Construction for: 2.1 HANGER WIRE FOR CEILINGS WEIGHING 4 LBS PSF OR LESS SHALL BE#12 GA DIAMETER GALVANIZED,SOFT ANNEALED STRUCTURE SUPPORTING ABUTTING WALL AND PARTITIONS,THE CEILING FRAMING SHALL NOT BE ATTACHED 4.2 INSTALLATION: STEEL WIRE. TO OR IN CONTACT WITH THE WALLS. INSTALL GYPSUM OR CEMENT PANELS TO THE CEILING WITH LONG ° '•- 2.2 HANGER WIRE FOR CEILINGS WEIGHING UP TO 10 LBS SHALL BE#9 GA GALVANIZED,SOFT ANNEALED STEEL WIRE. DIMENSIONS PERPENDICULAR TO FURRING MEMBERS. PANEL ENDS SHALL OCCUR OVER FURRING MEMBERS 4.2.1 ATTACH RUNNERS TO WALLS WITH 2 FASTENERS AT EACH WALL STUD UNLESS DICTATED BY OTHERWISE BY FIRE OR SOUND RATED SYSTEMS. 2.3 MAIN RUNNERS(CARRIERS)SHALL BE 1-1/2 X 16 GAUGE COLD ROLLED CHANNELS WEIGHING 475 LBS.PER THOUSAND 4.2.2 CUT FRAMING MEMBERS TO WITHIN 1/4'OF CEILING WIDTH 3.5 ACCESSORIES: ACCESSORIES APPROPRIATE TO THE CEILING TYPE SHALL BE SUED,AND BE INSTALLED ACCORDING TO o LINEAL FEET. GALVANIZED OR CORROSION INHIBITING COATING FOR EXTERIOR OR HUMID CONDITIONS. THE RELATED REFERENCE STANDARD. 4.2.3. ATTACH FRAMING TO RUNNERS WITH SCREWS AT BOTH TOP AND BOTTOM FLANGES COMMON USES: 2.4 FURRING SHALL BE 7/8'X 25 GAUGE HAT SHAPED SECTIONS. GALVANIZED OR CORROSION INHIBITING COATING FOR 3.6 GENERAL INFORMATION: LARGE SUSPENDED CEILINGS,MORE THAN 50 LINEAL FT. IN ONE DIMENSION OR MORE THAN SUSPENDED GYPSUM BOARD OR CEMENT BOARD CEILINGS ARE PRIMARILY USED TO PROVIDE FLAT EXTERIOR OR HUMID CONDITIONS. 2500 SF,SHOULD NOT CONTACT ABUTTING WALLS OR COLUMNS. CONTROL JOINTS SHOULD BE USED TO 5.0 FINISHING PLANE CEILINGS IN MOST TYPES OF BUILDINGS. THESE MAY BE DESIGNED TO PROVIDE FIRE MAINTAIN PANEL DIMENSIONS OF 50 LF.OR LESS,AND TO DIVIDE CEILING AREAS INTO MAXIMUMS OF 2500 SF. Q p 2.5 TIE WIRE SHALL BE 16 GAUGE AND/OR 18 GAUGE GALVANIZED,SOFT ANNEALED STEEL WIRE. PROTECTION,CONCEALMENT,AND ACOUSTICAL TREATMENT. FRAMING SHOULD BE BROKEN OR SPLICED AT CONTROL JOINTS. FLEXIBLE SEALANT OR FOAM TAPE MAY BE 5.1 APPLICATION OF PANELS AND FINISHING SHALL BE IN ACCORDANCE WITH THE APPROPRIATE RELATED SPECIFICATION. O INSTALLED BETWEEN THE CASING BEAD AND THE ABUTTING SURFACES. ADDITIONAL CARRIERS AND FURRING -w LIMITATIONS: CHANNELS AND HANGER WIRES SHALL BE INSTALLED TO FRAME AROUND CEILING PENETRATIONS,SUCH AS V , p 2 O LIGHT FIXTURES,ACCESS PANELS AND DUCT WORK. FOR CEILING WEIGHING MORE THAN 7LB.PER SF,USE 20 t CARE MUST BE TAKEN IN CHOOSING THE CEILING SURFACE FOR AREAS EXPOSED TO HIGH HUMIDIFY. GA FURRING AT REDUCED SPACING. O IT IS DIFFICULT TO ADAPT THIS FRAMING SYSTEM TO CURVED,BARREL VAULT,OR DOME TYPE 2 If CEILINGS. LIMITED ACCESS CAN BE PROVIDED WITH THE INSTALLATION OF ACCESS PANELS. THE X O LEVELS OF ABUSE AND PENETRATION RESISTANCE IS NOT THAT OF A SUSPENDED METAL LATH AND �/ � Ix, PLASTER CEILING. TYPICAL HANGER / SPACING 4'-0'O.C. 1-1/2'CHANNEL 4'-0' MAX. O.C.MAX. ADVANTAGES: w � PROVIDES FLAT,MONOLITHIC CEILING SURFACES AT THE LEAST COST. CAN BE ADAPTED TO SEVERAL Ile- GYPSUM ASSOCIATION AND U.L.FIRE RATED FLOOR/CEILING ASSEMBLIES. ACOUSTICAL TILE AND tM,I ACOUSTICAL PLASTER PROVIDE GOOD SOUND ABSORPTION. / t" GYPSUM BASE OR s. VERSATILITY: GYPSUM PANELS REGULAR OR `w/^J � O THESE CEILINGS ARE BEST INSTALLED IN FLAT PLANES. HOWEVER,INSTALLING FACETED CEILINGS OF SPAONG 16'OR �" `� Q Op VARIOUS SHAPES AND AT ANY ANGLE,ALLOWS NUMEROUS DESIGN OPTIONS. THE USE OF CEMENT FOIL-BACK \ V BOARD PANELS ALLOWS THE USE OF THIS SYSTEM IN HIGH HUMIDITY AREAS. A VARIETY OF TEXTURES /�hAwl ARE AVAILABLE. METAL FURRING CHANNEL CLIP STRUCTURAL DESIGN: MAX SPACING za 1. HANGERS: BASED ON STATIC LOADS DEVELOPED BY STANDARD MAXIMUM CEILING SUSPENDED GYPSUM BOARD CEILING SPACING ANDDLIMITED TO A SAFETY FACTOR OF 6.5,BUT NO LESS THAN 12 GAUGE WIRE. CEILING � ''� ,. . • WEIGHT DETERMINES THE SIZE AND SPACING OF HANGER WIRE. NO SCALE 2. RUNNERS AND CROSS FURRING: DEFLECTION IS LIMITED TO I/360 OF THE SHORTEST SPAN UNDER THE CEILING LOAD. Revisions: Mark Date By LATERAL FORCE BRACING(FIGURES 2 AND 3) HANGER (SUSPENSION) WIRES(FIGURES 5a AND 5b) Q 1/29/21 STAFF FIGURE 2 90%DESIGN REVIEW SET LATERAL FORCE BRACING • CEILINGS CONSTRUCTED OF LATH AND PLASTER OR GYPSUM BOARD,SCREW OR NAIL • HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN I IN G UNLESS (FIGURE PLUMB 1/6 ATTACHED TO SUSPENDED MEMBERS THAT SUPPORT A CEILING ON ONE LEVEL 5a)COUNTER SLOPING WIRES ARE PROVIDED(FIGURE 5b). SOURCE: ASTM C G3G \ I EXTENDING FROM WALL TO WALL SHALL BE EXEMPT FROM THE LATERAL FORCE BRACING SECTION 2. 1 .4 \I 0 2/12/21 STAFF • REQUIREMENTS. SOURCE: CISCA ZONES 3-4 \� laa%BID/u.REwEwsET • HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE MAXIMUM SPRINKLERS 45°OR LESS 45°OR LESS LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS(COMPRESSION POSTS)AND SPACED 5 FEET ON CENTER. SOURCE: ASTM C G3G 8" SPLAY WIRES(SEE FIGURE 2). FOR CEILING WITHOUT RIGID BRACING,SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 Q z/18/21 STAFF 01 • ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE INCH OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE PERMIT • FOR CEILING AREAS EXCEEDING 1,000 SQUARE FEET,HORIZONTAL RESTRAINT OF THE OF CARRYING NOT LE55 THAN 100 POUNDS. SOURCE: CI5CA ZONES 3-4 MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD CEILING TO THE STRUCTURAL SYSTEM(LATERAL FORCE BRACING)SHALL BE PROVIDED. - - - - DESIGN THAT CAN ACCOMMODATE 1 INCH FREE MOVEMENT SHALL BE PERMITTED AS AN SOURCE:ASCE 7-05 SECTION 13.5.6.2.2 c POWDER DRIVEN SHOT-IN-ANCHORS ARE AN APPROVED METHOD OF ATTACHMENT ALTERNATE. SOURCE:ASCE 7-05 13.5.6.2.2 e Q FOR HANGER WIRES. SOURCE: STATE OF OREGON, BUILDING CODES DIVISION • LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER(MAXIMUM)AND BEGIN NO 45° OR LESS 12 GAGE SPLAYED FARTHER THAN 6 FEET FROM WALLS. SOURCE: CISCA SEISMIC ZONES 3-4 • TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED GLOSSARY FOR THIS DOCUMENT(REGIONAL TERMINOLOGY MAY VARY) BRACE WIRES FIGURE 5a Q '^- r •�„• 450 OR LESS WITHIN 8 INCHES OF EACH WALL WITH A PERIMETER WIRE (SEE FIGURE 4 E 56). ` •s,a ?'}:� v • SEISMIC SPLAY WIRES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM. SOURCE: CISCA ZONES 3-4 �.x` �"! ° " '� WIRES ARE ARRAYED 90°FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45° 3"p6mmJ - CROSS TEES LATERAL FORCE BRACING PERIMETER WIRES FROM THE PLANE OF THE CEILING. SOURCE: CISCA SEISMIC ZONES 3-4 • . WIRES SFIALL NOT ATTACK TO OR BEND AROUND INTERFERING MATERIAL OR Cf THE CROSS MEMBER THAT THE BRACING METHOD USED HANGER WIRES PLACED e •`*t \ INTERLOCK WITH THE MAIN TO PREVENT CEILING UPLIFT WITHIN FIGHT INCHES OF THE EQUIPMENT . A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE BEAMS,ALSO KNOWN AS OR RESTRICT LATERAL SURROUNDING WALLS. CROSS TEE MAIN BEAM • SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL CROSS RUNNERS OR CROSS MOVEMENT DURING A A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS BE A MINIMUM OF BACK-TO-BACK 1-1/4" COLD-ROLLED CHANNELS FOR SPANS T-R.ARS. SEISMIC EVENT. LATERAL PLENUM Architect/ Engineer of Record OR THE ACTUAL DESIGN LOAD,WITH A SAFETY FACTOR OF 2,WHICHEVER IS GREATER EXCEEDING 48 INCHES. SOURCE: CISCA ZONES 3-4 FORCE BRACING CONSISTS OF THE SPACE ABOVE A (MINIMUM 45° MINIMUM 45° DIFFUSER VERTICAL STRUTS AND SPLAY SUSPENDED CEILING. (FIGURE 6b). SOURCE:CISCA ZONES 3-4 NGLE ACIRCULAR OR WIRES. Q ELECTRICAL FIXTURES ANGLE RECTANGULAR METAL GRILL SLACK WIRE "POWDER DRIVEN SHOT-IN-ANCHORS"WHEN USED FOR SEISMIC APPLICATION AS PART USED FOR THE PASSAGE OF MAIN BEAM A 12 GAGE WIRE THAT IS NOT OF THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E AND F SHALL HAVE AN . CEILING FIXTURES WEIGHING LE55 THAN 1 O POUNDS SHALL HAVE ONE 1 2 GAGE AIR FROM A DUCTED SYSTEM. THE PRIMARY SUSPENSION TIGHT OR TAUT. Llbl �l V U FIGURE 3 MEMBER SUPPORTED BY c THIS DOCUMENT PROVIDES THE IBC-REFERENCED STANDARDS FOR THE MAXIMUM RECOMMENDED LENGTHS FOR ICC-ES APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE"SPECIAL INSPECTION" HANG WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THIS ESSENTIAL SERVICE BUILDINGS HANGER WIRES,ALSO KNOWN SPREADER OR SPACER BAR j INSTALLATION OF SUSPENSION SYSTEMS FOR ACOUSTICAL LAY-IN VERTICAL STRUTS IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. ANCHORS WIRE MAY BE SLACK. SOURCE: CISCA SEISMIC ZONES 3-4 ANY BUILDINGS DESIGNED TO AS THE MAIN RUNNER A BAR WITH NOTCHES TO CEILINGS. INCORPORATION OF THIS DOCUMENT WILL PROVIDE A MORE FOR KICKER WIRES(SPLAYED WIRES INSTALLED FOR PURPOSES OTHER THAN SEISMIC BE USED BY PUBLIC AGENCIES CARRYING TEE,CARRYING PREVENT THE SUSPENSION C 0 R T L A N 0 RESTRAINT)ARE EXEMPT FROM REQUIREMENT. SOURCE: STATE OF OREGON, BUILDING • CEILING FIXTURES WEIGHING MORE THAN 10 POUNDS AND LE55 THAN 5G LBS. FIGURE 5b•COUNTER SLOPING AS A FIRE STATION,POLICE RUNNER OR MAINS. SYSTEM FROM SEPARATING, UNIFORM STANDARD FOR INSTALLATION AND INSPECTION. THIS EMT CONDUIT STATION,EMERGENCY ALSO CALLED STABILIZER M 0 R G A N DOCUMENT IS DESIGNED TO ACCOMPLISH THE INTENT OF THE CODES DMSION. SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPP05ING CORNERS OF THE OPERATIONS CENTER,STATE MOLDING/CLOSURE ANGLE BAR. INTERNATIONAL BUILDING CODE (IBC)WITH REGARD TO THE 1/2"EMT conduit up to 5'-10" FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE: PATROL OFFICE,SiA LIGHT GAUGE METAL ANGLE A R C H I T E C T • SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT CISCA SEISMIC ZONES 3-4 OFFICE,OR EMERGENCY OR CHANNEL FASTENED TO SPLAY WIRES REQUIREMENTS FOR SEISMIC DESIGN CATEGORY D, E,AND F FOR 3/4" EMT conduit up to T-8" TO SUSPENDED CEILING. SOURCE: CISCA SEISMIC ZONES 3-4 VERTICAL HANGER WIRE ATTACHMENT COMMUNICATION DISPATCH THE PERIMETER WALL OR WIRES INSTALLED AT AN CENTER. PARTITION TO SUPPORT THE ANGLE RATHER THAN 711 N. FIELDER RD. SUSPENDED CEILINGS AND RELATED ITEMS. UNLESS SUPPORTED BY 1" EMT conduit up to T-9" . CEILING FIXTURES WEIGHING MORE THAN 5G LBS. SHALL BE SUPPORTED BY PERIMETER ENDS OF AN PERPENDICULAR TO THE GRID. ARLINGTON, TX 76012 ENGINEERING,THE SUSPENSION SYSTEM SHALL BE INSTALLED PER THE METAL STUDS • RIDGED BRACING MAY BE USED IN LIEU OF SPLAY WIRES.SOURCE:ASCE.SECTION 13.5.6.2.2 DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. SOURCE: GRID ACOUSTICAL CEILING GRID PH: (817) 635-5696 THE MAIN BEAMS AND CROSS VERTICAL STRUTS REQUIREMENTS FOR SEISMIC DESIGN CATEGORY (SDC) D, E AND F PER Single 1-5/8"metal stud(20 gauge) up to 12'-W C CISCA SEISMIC ZONES 3-4 SHOT-IN-ANCHOR I 3/4" TEES OF THE SUSPENSION PERIMETER CLIPS THE RIGID VERTICAL MEMBER FAX: (817) 635-5699 THE IBC. MANUFACTURERS' RECOMMENDATIONS SHOULD BE SYSTEM. PROPRIETARY ANGLE BRACKET USED IN LATERAL FORCE FOLLOWED. Back-to-back 1-5/8"metal stud up to 15'-0' • CEILINGS WITH PLENUMS LESS THAN 12 INCHES TO STRUCTURE ARE NOT REQUIRED TO • PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURAL CONCRETE /8" ATTACHED DIRECTLY TOT EH BRACING OF THE SUSPENSION Seal (20 au e) HAVE LATERAL FORCE BRACING. SOURCE: PORTLAND BUILDING DEPARTMENT STRUCTURE ABOVE U51NG A 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT MA HANGER WIRE WALL MOLDING/CLOSURE SYSTEM. ALSO KNOWN AS A WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. CEILING CLIP 10 OR GAGE SOFT ANGLE WHICH ALLOWS FOR COMPRESSION POSTS, Single 2-1/2"metal Stud(20 gauge) U t0 13'-6" ANNEALED WIRE USED 3/4'MOVEMENT IN THE SEISMIC PODS,SEISMIC THE VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE SOURCE: CISCA SEISMIC ZONES3-4 PRIMARY SUPPORT FOR THE EVENT OF SEISMIC ACTIVITY STRUTS. COMMON '1y GENERAL RECOMMENDATIONS Back-to-back 2-1/2"metal stud up to 15'-0' STRUCTURE ABOVE. SOURCE: CISCA 3-4 3 TURNS GRN SYSTEM. ALSO CALLED AND INTERLOCKS PROPERLY MATERIALS ARE ELECTRICAL • REFERENCED SOURCES PER HIERARCHY: 2009 BC (INTERNATIONAL BUILDING CODE), (25 gauge) TANDEM FIXTURES MAY UTILIZE COMMON WIRES. VERTICAL HANGER WIRE - SUSPENSION WIRES. WITH ENDS OF GRN SYSTEM. CONDUIT(EMT),METAL • THE VERTICAL STRUT MAY BE EMT CONDUIT,METAL STUDS OR A PROPRIETARY STUDS OR PROPRIETARY CORTLAND MORGAN SOURCE: PORTLAND BUILDING DEPARTMENT FIGURE 6a i AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635,ASTM C 636,ASTM E 580/ASTM E 580M), PRODUCTS. AMERICAN SOCIETY OF CIVIL ENGINEERS(ASCE7-05)AND CEILINGS AND INTERIOR SYSTEMS COMPRESSION POST(SEE FIGURE 3) MECHANICAL SERVICES CONSTRUCTION ASSOCIATION (CISCA). NOTE: PLENUM AREAS GREATER THAN 15'-0"WILL REQUIRE ARLINGTON, TEXAS • ENGINEERING CALCULATIONS. • CEILINGS WITH INTERSTITIAL SPACES LESS THAN 12 INCHES TO FRAMING ARE NOT TERMINALS OR SERVICES WEIGHING 20 LBS. BUT NOT MORE THAN 5G L35. MUST • PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT REQUIRED TO HAVE LATERAL FORCE BRACING HAVE TWO 12 GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS 9� OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE: CI5CA SPLAYED SEISMIC BRACING WIRE ATTACHMENT SHALL BE LATERALLY BRACED TO THE STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEILING SEISMIC ZONES 3-4 F QR�� SPLAY BRACING SYSTEM. SOURCE:ASCE 7-05 SECTION 13.5.8.1 UPGRADING OF EXISTING CEILINGS WALL MOLDINGS(FIGURES 4a AND 4b) • TERMINALS OR SERVICES WEIGHING MORE THAN 5G LES. MUST BE DRILL-IN EXPANSION 'T T FIGURE 4a • FOR FURTHER INFORMATION ON BRACING OF NON-LOAD BEARING PARTITIONS REFER TO NWCB INDEPENDENTLY SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. THESE ANCHOR \ TN • CEILINGS WITHOUT SEISMIC BRACING:WHERE EXISTING CEILINGS ARE WITHOUT WIRES MUST BE TAUT. SOURCE; CISCA SEISMIC ZONES 3-4 SEISMIC BRACING,THE CEILING SYSTEM SHALL BE BROUGHT INTO SUBSTANTIAL Architect REQUIREMENTS WALL MOLDINGS (PERI /Engineer Job No.: TECHNICAL DOCUMENT#200-501 ATTACHED WALL MOLDING RE • METER CLOSURE ANGLES)ARE REQUIRED TO HAVE A Q HORIZONTAL FLANGE 2 INCHES WIDE. ONE END OF THE CEILING GRID SHALL BE STRUCTURAL CONCRETE COMPLIANCE WITH CURRENT CODE REQUIREMENTS WHEN 50%OR MORE OF THE 45° 21-005 • ALL MAIN BEAMS ARE TO BE HEAVY DUTY(HD). SOURCE ASCE 7-05 SECTION 13.5.6.2.2 a ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4 INCH SEISMIC SEPARATION JOINTS(FIGURE 7) CEILING TILE IS ALTERED,REPAIRED OR REPLACED AS PART OF A GENERAL SPACE g, STEEL STRAP 1'WIDE x 2' ALTERATION,OR IF ALL OF THE CEIUNG SYSTEM IS REMOVED. / CLEARANCE FROM THE WALL AND FREE TO SUDS. SOURCE: ASCE 7-05 SECTION Neztore Store Design Revision No.: LONG x 12 GAGE MINIMUM • ALL CROSS TEES SHALL 1/CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING \x!mum 81_(502 3.5.6.2.2 b . FOR CEILING AREAS EXCEEDING PARTITION SQUARE FEET, T SEISMIC SEPARATION DEFLECTION EQUAL TO 1/360 OF ITS SPAN. SOURCE CISCA ZONES 3-4 JOINT OR FULL HEIGHT WALL PARTITION TI1AT BREAKS THE CEILING SHALL BE 3 TURNS � -SUBSTANTIAL COMPLIANCE MEANS INSTALLATION OF THE FOLLOWING O� WALL • WHERE SUBSTANTIATING DOCUMENTATION HA5 BEEN PROVIDED TO THE LOCAL PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SPLAYED SEISMIC BRACING WIRE ITEMS WHERE REQUIRED IN NEW CONSTRUCTION: JURISDICTION, PERIMETER CLIPS MAY BE SUED TO SATISFY THE REQUIREMENTS SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT -LATERAL FORCE BRACING(SPLAYED WIRES) FIGURE 6b -COMPRESSION STRUTS FOR THE 2-INCH CLOSURE ANGLE. SOURCE: STATE OF OREGON, BUILDING CLEARANCE. SOURCE: A5CE 7-05 SECTION 13.5.6.2.2 d CODES DIVISION -SLACK WIRES ON ALL LIGHT FIXTURES AND AIR TERMINALS o Nextore project AT • THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE -THIS REQUIREMENT DOES NOT TRIGGER THE NEED FOR: Number 82260 • THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED . THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS(POP RIVETS OR DESIGNER RECORD AND NOTED THE PLANS. R A SEISMIC SEPARATION -2 INCH CLOSURE ANGLE AS SPECIFIED IN SECTION Il CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND APPROVED METHOD). SOFFITS EXTENDING TO A POINT AT LEAST LEVEL WITH THE JOINT IS REQUIRED BY THE DESIGNER,R, THE DESIGNER MAY USE THE GENERIC JOINT Brand Design Type: -SEISMIC SEPARATION JOINTS minimum AIR TERMINALS WEIGHING NO MORE THAN 4L6S PER SQUARE BOTTOM PLANE OF THE GRID AND INDEPENDENTLY SUPPORTED AND LATERALLY DETAILED IN THIS DOCUMENT OR A PROPRIETARY JOINT. THE AMOUNT OF FREE- -1 INCH MOVEMENT IN ALL DIRECTIONS AROUND SPRINKLER PENDANTS SGH 4.5 G+ FOOT. SOURCE ASCE 7-05 SECTION 13.5.6.1 BRACED TO THE STRUCTURE ABOVE ARE DEEMED TO BE EQUIVALENT TO WALLS. MOVEMENT(GAP DESIGN) MINIMUM OF 3/4 INCH. SOURCE: STATE 2"(50 mm) SOURCE: STATE OF OREGON, BUILDING CODES DIVISION OF OREGON, BUILDING CODESDES DIVISION. -THESE UPGRADES ARE NOT REQUIRED WHEN: • ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF -REMOVING PORTIONS OF TILES OR PANELS AND/OR GRID TO ALTER ISSUED FOR: m"m s• SPREADER BARS(FIGURE 4b) • IN UEU OF SEISMIC SEPARATION JOINTS,THE CEILING MAY BE DIVIDED INTO DUCTWORK,SPRINKLER PIPE,ETC. runs mm) WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 0 construction FOOT ON CENTER FIGURE 1). SOURCE ASTM C 636 ITEM 2.3.4 FIGURE 4b AREAS LESS THAN 2500 SQUARE FEET BY THE USE OF PARTITIONS OR SOFFITS ( ) SPREADER(SPACER) BARS SHALL BE USED TO PREVENT THE ENDS OF THE MAIN AS FOLLOWS: PARTITIONS SHALL EXTEND A MINIMUM OF G INCHES ABOVE THE -PORTIONS OF A CEILING ARE REMOVED ONLY TO FACILITATE THE UNATTACHED WALL MOLDING REQUIREMENTS BEAMS AND CROSS TEES AT PERIMETER WALLS FROM SPREADING OPEN DURING A LEVEL OF THE PLANE OF THE GRID AND SHALL BE INDEPENDENTLY BRACED TO THE INSTALLATION OF SPRINKLER PIPING • CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. STRUCTURE ABOVE. SOFFITS SHALL EXTEND TO A POINT AT LEAST LEVEL WITH THE " SOURCE:ASCE 7-OS 13.5.6.2.2 f \�. SOURCE: CI5CA SEISMIC ZONES 3-4 BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY SUPPORTED AND ••'.- '• LATERALLY BRACED TO THE STRUCTURE ABOVE. SOURCE: STATE OF OREGON �'+•i•''•'"• Title rr1� maximum S' (102 • SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE BUILDING CODES DIVISION CEILING I I WALL ATTACHED DIRECTLY TO CLOSURE ANGLES. CEILINGS WITHOUT COMPRESSION STRUTS:WHERE EXISTING CEILINGS HAVE SEISMIC / • OTHER THAN PARTITIONS AND SOFFITS, SEISMIC JOINTS MAY NOT BE USED AS FLANGE BRACING BUT DO NOT HAVE COMPRESSION STRUTS AT THE CENTER OF THE DETAILS • WIRE TYING 15 AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. PART OF A FIRE RATED CEILING ASSEMBLY UNLESS SUBSTANTIATING 3/4" POP SPLAYED WIRES,THE ADDITION OF COMPRESSION STRUTS WILL ONLY BE REQUIRED o Spreader bar or other suitable DOCUMENTATION 15 PROVIDED. SOURCE: STATE OF OREGON BUILDING CODES FIGURE 7 MINIMUM RIVET WHEN AND WHERE THE GRID IS REPLACED,ALTERED, RAISED OR LOWERED. • SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR DIVISION. system required to keep perimeter MAIN 15 WITHIN 8 INCHES OF THE PERIMETER WALL. minimum 3/4" m) components from spreading apart Date sheet • WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL SUSPENSION SYSTEMS FOR ACOUSTICAL LAY-I N CEILINGS 1/29/21 minimum Y (19 mat � t JURISDICTION, PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS ^ Drawn By 2" (50 mm) unattached walls POR SPREADER BARS. SOURCE: STATE OF OREGON, BUILDING CODES DIVISION LJ NO SCALE STAFF A403 Checked By CM