The URL can be used to link to this page

Plans (14) BUP2021 -00062 B vpao a-1 - o 0 6 2, OFFICE COPY - � fl REVISIOl`�t 9 APPROVED DESIGN & CONSTRUCTION Drawings for. MANAGEMENT: GENERAL NOTES 2 J GENERAL CONTRACTOR NOTES 4 JOB SITE ADDRESS RE A. 'DOCUMENTS' AS USED HEREIN, SHALL COMPRISE THE ENTIRE INTEGRATED SET OF ALL WRITTEN INSTRUMENTS 1. BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY: 11�1 RELATED TO THE PR6JECT,INCLUSIVE OF,BUT NOT EXCLUSIVE TO,ALL CONTRACTS,SUBCONTRACTS, DRAWINGS A. THE GC SHALL CONTACT THE NEXTORE P.M.OR THE PERMIT EXPEDITOR TO SECURE THE PERMIT.PERMIT SHALL NAME -WASHINGTON SQUARE _ SKETCHES, MEMORANDA ADDENDA,SPECIFICATIONS MANUALS POLICIES, RULES AND REGULATIONS LANDLORD ass DESIGN CRITERIq,SUBMITTALSSHOP DRAWINGS PERMITS APPRbVALS,REGULATIONS AND CODES. '('ROJECT',AS USED BE MOUNTED IN A VISIBLE,LOCATION AT THE SITE PERMITS SHALL BE PAID FOR 8Y THE GC AND SUBMITTED TO STREET ADDRESS sun ` ' '`` - '"r'" • '"` ''c -+ HER SHALL REFER TO THE ENTIRE SCOPE OF PROVIDING A FINISHED FACILITY READY AND USEABLE FOR ITS INTENDED TENANT AS A NET COST. -9348 SW WASHINGTON SQUARE, SPACE W14A " --A PURPOSE. O SHALL T RESPONSIBLE TO VISIT THE SITE PRIOR TO SUBMISSION CIF BID.ANY MISSION OF BI FROM PLANS B. THE GC SHALL ARRANGE FOR ALL REQUIRED INSPECTIONS. CITY,STATE,ZIP -TIGARD,OR 97223 STORE 03757 SHALL BE CONVEYED TO THE NEXTORE PROJECT MANAGER PRIOR TO BID SUBMISSION.SUBMISSION OF BID SHALL 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 WEEKSA �• Washington Square A IS REASONABLY INFERABLE THEREIN AS BEING NECESSARY TO PRODUCE A FINISHED PROJECT,SHALL BE PROVIDED BY BEFORE"PUNCH". 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 GENERAL CONTRACTOR WHETHER OR NOT THE WORK IS EXPRESSLY COVERED IN THE DOCUMENTS. THIS APPLIES TO D. IF REQUIRED,A"TEMPORARY C OF 0'OR BUILDING DEPARTMENT APPROVAL SHALL BE RECEIVED TO SET 9348 SW Washington Square Road INTENTT&THEDRAWINGSSHALL LWAYYSBETHEGOALATEDNI.C.('NOTINCONTRACT")ORBYOTHERS. THE DESIGN 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: S SUPPLIERS,VENDORS OR ANY OTHER PARTIES SUPPLYING GOODS OR SERVICES TO THE PROJECT.NO EXTRA pa ce: W 4A 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 BI 4-SGH4.5-G001-REV00 INSUFFICIENT FAMILIARITY WITH THE PROJECT OR THE SPECIFIC REQUIREMENTS THEREOF.IN THE EVENT OF MET,SUBMIT IN WRITING&CALL NEXTORE P.M.FOR DIRECTION. Construction for: INCONSISTENCIES OR DISCREPANCIES BETWEEN THE DOCUMENTS LODES, EXTOIA OR REOT MAN GE THE MOST WASHINGTON SQUARE STRINGENT SHALL APPLY. THE GENERAL CONTRACTOR SHALL NOTIFY THE CRITERIA PROTECT MANAGED 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. 5 STORE INFO. 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 CONSTRUCTION. C. GC TO HAVE LAPTOP ON SITE WITH W[FI CAPABILITIES. TIGARD, OR a--r E. THE GENERAL CONTRACTORRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A CURRENT SET OF CONSTRUCTION D. GC TO HAVE PRINTER ON SITE. t 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 •? FORMAT TO THE NEXTORE PROJECT MANAGER UPON COMPLETION OF THE PROJECT. THESE DRAWINGS SHALL BE 4. CHANGE ORDERS: STREET ADDRESS -9348 SW WASHINGTON SQ.RD.,SPACE W14A 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 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 CD GENERAL CONTRACTIJR,SUBCONTRACTOR,VENDOR OR SUPPLIER SHALL IMMEDIATELY NOTIFY THE NEXTORE PROJECT GC'S RISK. PHONE - ,,Q KEY PLAN 13 VICINITY PLAN 0_8 MANAGER. ` V G. NO MATERIAL SUBSTITUTIONS WILL BE ALLOWED UNLESS SUBMITTED IN WRITING AND APPROVED IN WRITING BY 5. SUBCONTRACTOR COORDINATION: EMAIL - Cr 0 O f THE NEXTORE PROJECT MANAGER, THE GC MUST BE PRESENT AT ALL TIMES FOR THE DURATION OF CONSTRUCTION.THE GC SHALL GIVE r PROJECT LOC T ION: NORTHSUNGLASS (�` , u O 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, I 5-SGH4.5-G001-REV00 SPACE:W14A v AWARD OR THE START OF THE PROJECT, PROVIDE TO NEXTORE AND KEEP CURRENT,A LIST OF ALL SUBCONTRACTORS AND COMMUNICATE SITE SPECIFIC DETAILS.THE GC SHALL COORDINATE THE INSTALLATION SCHEDULE AND O c TO BE USED ON THE PROJECT. THE GENERAL CONTRACTOR SHALL ALSO PROVIDE A COPY OF THIS LIST TO THE NEXTORE AREA: 1064 S.F. x x 0 PROJECT MANAGER AT CONSTRUCTION COMPLETION,AND A COPY IS TO BE INCLUDED IN THE CLOSEOUT PACKAGE DIVISION OF WORK WITH THE NEXTORE P.M.SUBCONTRACTORS SHOULD CONTACT THE GC FOR SCHEDULE it ] rn FROM THE GENERAL CONTRACTOR. CLARIFICATIONS. G O . ro MATERIALS INCLUDINGOTHOSE TO AND FROM ANY OFFIS,TE WAREHOUSOEF ACILLTTSIESPMHIS SHIPMENTS OF VERIFYING PACKING MILLWORK/CASEWORK:GC SHALL COORDINATE CRITICAL DIMENSIONS PRIOR TO WALL CONSTRUCTION AND HAVE V III LA N D LO R D'S ADDRESS z 9348 WASHINGTON W WASHI GTON SQ.RD. ( 1■ , 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 WWW/ 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 0 a r BEAR ANY AND ALL ASSOCIATED COSTS,INCLUDING EXPEDITED FREIGHT CHARGES TO MEET THE CONSTRUCTION LANDLORD - -- SCHEDULE.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FILING DAMAGE REPdRTS AND MAINTAINING PACKING LIGHTING FDCTURES INSTALLED,ALL WALLS IN THE RETAIL AND OD RECEPTION MUST BE FINISHED AND PAINTED,ALL MACERICH LOCATION OF Z' U MATERIALS FOR RETURN SHIPMENT OF DAMAGED ITEMS. ELECTRICAL AND MECHANICAL ROUGH-OUTS MUST BE COMPLETED,STORE MUST BE SECURED FROM THE OUTSIDE. PUBLIC SR.TENANT COORD. -CHARLENE SIROKAM Leas -p 0 ONCE THE PRE-CONSTRUCTION MILLWORK DROP/INSTALL DATE HAS BEEN ESTABLISHED,ANY CHANGES TO THE RESTROOMS: _ H x J. THE GENERAL CONTRACTOR SHALL KEEP ALL HANDBOOKS MANUALS,WARRANTY DOCUMENTS AND s MISCELLANEOUS PAPERWORK,INCLUDING ALL PACKING SLIPS A(46 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 " >' � =3IS TO BE TURNED OVER TO THE STORE GENERAL MANAGER AT PROJECT COMPLETION.COPIES OF THOSE ITEMS AND 3 Macy' espot Kiosk Q `-" -__- �! to J `1 DOCUMENTS REpUIRED FOR INCLUSION IN THE CLOSEOUT PACKAGE SHALL BE MADE BY THE GENERAL CONTRACTOR AS CRY,STATE,ZIP -PHOENIX,AZ 85028 - • •- - I Mary's o I NEEDED FOR THIS SUBMISSION. 6. DATA-POS/PHONES: J 1 I 1 �'�� •L,a I , I �I . 1 { � ;L I 1 t v6eVeronmt store Q A. NEW T.I.&REDO STORES:BACKBOARD TO BE INSTALLED WITHIN 7 CALENDAR DAYS OF THE CONSTRUCTION ©•• o „ p "• r t -(, I I I L! f V K. THE GENERAL CONTRACTOR SHALL DELIVER TO THE NEXTORE PROJECT MANAGER A COPY OF THE CERTIFICATE OF PHONE -602.953.6377 - - - -- . y.-__ 1 _ 6 11. ",�pM�y� �� ) �� START DATE.ACCESS TO BACKBOARD SHALL BE AFFORDED TO ALL TENANT VENDORS TELEPHONE, ELECTRIC tl'� � '„, r $" •t." ,krcyy store ORIGINALICERTIFIOCAOTE OF OC( ANCYYISTO BE LEFTGWITH GUARANTEES GENERAE MAONAGERTION MANUALS. THE AND DATA CABLING INSTALLED ONE WEEK BEFORE"PUNCH'FOR HARDWARE INSTALLATION AND TESTING. EMAIL - _§• `t .,; `• 'I= [. d, 's:. ' 9• o ap, _ `Id A�eea[warkshtip • 1 CHARLENE.SIROKMAN@MACERICH.COM - „v„„", ..,_ r e a„ s; _ g_r a BW ,. 3. c i „� >rm 7 1 B 1 oil tEl ` -r I'. - stare' CONTACT NEXTORE P.M.IF NEEDED. .;,; ;' "` I• I t Tha Cheesecake facto -' L. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP AND DISPOSAL OF ALL TRASH AND DEBRIS .,.. �" w - GENERATED BY ALL TRADES.GC.TO REMOVE/DISPOSE OF ALL BOXES/CRATES/TRASH OF TENANT SUPPLIED AND _ - rc"eom-o°u.�+ Fl �+� ,..TIGAH 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-REVOO - " "" Vein P Q'. DURING THE OPEN REMODEL.KEEPING STORE POS AND PHONE SYSTEMS ON LINE AND ACTIVATED AT ALL Appro y Planning . . ' 0 on re M. THESE CONSTRUCTION DOCUMENTS ARE NOT TO BE SCALED.ALL DIMENSIONS ARE TO FINISH FACE OF WALL Nespr ��.„,--77 UNLESS OTHERWISE NOTED TIMES. COORDINATE WORK WITH TENANT LOW VOLTAGE VENDOR. .� L s - NORDSTROM _v Itpgtiqu nd pate: 01 N. THESE DRAWINGS ARE NOT TO BE ALTERED IN ANY WAY WITHOUT THE WRITTEN AUTHORIZATION FROM NEXTORE OR NEXTORE'S ARCHITECT. 7. ELECTRICAL AND LIGHTING DELIVERIES 7 JURISDICTION O 1- .�� O o Win on Square'- 0. THE GENERAL CONTRACTOR SHALL MAINTAIN EGRESS AT ALL TIMES DURING STORE OPERATION/CONSTRUCTION. GC SHALL BE RESPONSIBLE FOR THE COORDINATION OF DELIVERIES,FOR THE OFF-LOADING OF SAME,AND TO Tsk•sei•�0a,�,r s"- � °T 1 P. THE GENERAL CONTRACTOR SHALL COORDINATE CONSTRUCTION TIMES AND NOISE REQUIREMENTS WITH VERIFY/REPORT ANY DAMAGE AND FOR THE SAFE STORAGE OF ALL MATERIALS RECEIVED.THE GC SHALL VERIFY THE O O soon s' LANDLORD PRIOR TO CONSTRUCTION START, NO EXTRA COSTS WILL BE ALLOWED TO ACCOMMODATE ANY VOLTAGE AND COMPATIBILITY OF ALL EQUIPMENT, FIXTURES AND MILLWORK PRIOR TO CONNECTION. - - - Q 4 Lucky Brand 4' RESTRICTIONS OR LIMITATIONS. e : d°m,nP"°" € R2Visions: o UPON COMPLETION OF CONSTRUCTION,IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO 8. METER INSTALLATION(WATER/ELECTRIC/GAS): DEPARTMENT -CITY OF TIGARD s' 5 �' Ave SW _o< 'e r85c Bakery Mark Date By i CLEAN ALL SURFACES FIXTURES PER MANUFACTURER'S INSTRUCTIONS AND TO EMPLOY THE SERVICES OF -BUILDING AND PERMITS - 9 tate-Portland / UTILITY ACCOUNT TRANSFER/SETUP(FOR CORPORATE NEW AND RELOCATION STORES ONLY): I °a "T'A"°"' , 129yz1 STAFF PROFESSIONAL CLEANING COMPANY TO ASSURE DELIVERY TO THE TENANT OF AN ABSOLUTELY CLEAN STORE.(2) GC SHALL CONTACT THE NEXTORE RETAIL STORE MAINTENANCE HOTLINE 513 765-3500 UPON ARRIVAL AT THE SITE. STREET ADDRESS e CLEANINGS REQUIRED.(1 PRIOR TO PUNCH&(1)AT TURNOVER.THE FINAL CLEANING IS TO BE PERFORMED NO MORE ( ) -13125 SW HALL BLVD _ --_- y a of India crescent trove cemetery© 90%DESIGN REVIEW SET THAN ONE DA PRIOR TO 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 r•0r!�.o,r Q Dm tai rung WITHOUT NOTICE TO THE GENERAL CONTRACTOR TO EMPLOY PROFESSIONAL CLEANING SERVICES AND DEDUCE THE CONVERT METERS TO NEXTORE NAME IMMEDIATELY UPON CONSTRUCTION START UP.GC TO PROVIDE THE CITY,STATE,ZIP -TIGARD,OR 97223 Q ��°"""_ ,.r,r COST PLUS 15%FROM THE BALANCE OF THE GENERAL CONTRACTOR. amazon Rcexs R. THE GENERAL CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING FOR ALL EQUFOLLOWING INFORMATION WHEN CALLING:IPMENT,FINISHES PHONE -503.718.2439 D so°w ,w, Q 2/1221 STAFF MERCHANDISE,CARPET,ETC.,INCLUDING THE WORK OF OTHERS,THROUGHOUT THE DURATION OF THE PROJECT. A. STORE ADDRESS AND SPACE# - 100%BID y I REVIEW SET B. UTILITY COMPANY(S)NAME AND PHONE#O.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#pF USED) 7-SGH4.5-G001-REVOO 10-SGH4.5-GO01-REV00 13-SGH4.5-GO01-REV00 i CONSTRUCTION AND COORDINATE WITH THE LANDLORD,ALL INTERRUPTION OF SERVICES. ANY SHUT DOWNS SHALL D. EXPECTED"PUNCH'DATE(TIMING FOR NEW INSTALLATION OR UTILITY ACCOUNT TRANSFER WILL BE EXECUTED 0 2/1821 STAFF BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR ON/OR BEFORE THE"PUNCH"DATE). t T.pp THE GENERAL CONTRACTOR SHALL INSTALL A LANDLORD AND CODE COMPLIANT TEMPORARY BARRICADE AS p PERMIT W6RUKT O BE THE Y OTHERS ORD OR NEXTORE PROJECT MANAGER, UNLESS THE PLANS SPECIFICALLY CALL OUT FOR THIS 9, TURNOVER PROCEDURE: O CODE INFORMATION 11 PROJECT DIRECTORY 14 D RAW I N G INDEX A. THE GC SHALL CALL THE THE NEXTORE P.M.TO CONFIRM THE TURNOVER DATE NO LATER THAN 10 WORKING 0 9/17/21 STAFF U GENERAL CONTRACTOR SHALL INSTALL A TEMPORARY ENTRANCE WITH DOORS,FRAMES AND LOCKS,UNLESS THE DAYS BEFORE TURNOVER. t PLANS SPECIFICALLY CALL OUT FOR THIS WORK TO BE BY OTHERS. ACTIVE REVISED RESPONSIBILITIES TENANT TO PROVIDE _ B. ALL CONSTRUCTION ITEMS,INCLUDING ITEMS ON THE INSTALLATION SCHEDULE ARE TO BE COMPLETED CONSTRUCTION TYPE: -II B 2019 State of Oregon Structural Specialty Code,CHAPTER 29 SHEET# DRAWING TITLE LANDLORDS SCOPE OF WORK. V. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES,THE LANDLORD'S TENANT BEFORE TURNOVER DAY. g p ry REVISION# DESIGN CRITERIA,THE LANDLORD'S CONSTRUCTION RULES AND REGULATIONS NEXTORE STANDARD SPECIFICATIONS, EXISTING OCCUPANCY: M(MERCANTILE)[1064 SQ.FT.] NEXTORE NEXTORE # NEXTORE'S STANDARD CONSTRUCTION CRITERIA AND ACCEPTED BEST CONSTRUCTION PRACTICES. THE GENERAL C. THE GC AND NEXTORE P.M.TO CONDUCT THE PUNCH WALKTHROUGH,NOTING ALL DEFICIENCIES AND TIMING PLUMBING FIXTURE OCCUPANT LOAD: (17 OCCUPANTS) 0 9rz0m STAFF CONTRACTOR ONTACC O R S [N THE RESPONSIBLE ESPO SIBL E O FILE ES ANNEEDED EEDEDB"NOTICE RES E OF COEn 0 POSTE H ONOTOTHER FILINGS R RELATED FOR RESOLUTION. PROPOSED OCCUPANCY: M(MERCANTILE)[1064 SQ.FT./] 6 CREAMERY BROOK 4000 LUXOTTICA PLACE ARCHITECTURAL RESUBMIT REVISIONS FOR PERMIT D. A"SUBSTANTIAL COMPLETION"DOCUMENT WILL BE DISTRIBUTED TO THE GC.THE GC SHALL REMAIN ON SITE 2902.2 SEPERATE FACILITIES EAST GRANBY, CT 06026 MASON,OH 45040 W. ALL WOOD CONSTRUCTION,INCLUDING BLOCKING,SHALL BE FIRE RESISTANT 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 I 4 AT THE STOREFRONT AND/OR ABOVE THE CEILING SHALL BE NON-COMBUSTIBLE. COMPLETION OF THE'PUNCH LIST"BY GC. MERCANTILE OCCUPANCIES IN WHICH THE MAXIMUM OCCUPANT G002 RESPONSIBILITY SCHEDULE MECHANICAL: -2019 STATE OF OREGON MECHANICAL SPECIALTY CODE DESIGN AND CONSTRUCTION MANAGEMENT I I 4 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 LIST"WILL BE GIVEN TO THE NEXTORE P.M.BY THE GC. LOAD IS 100 OR FEWER. � Architect/ Engineer of Record AUTTTHORITY HAVING THE DSL BOR EXCAVATING.kAINGHE COSTS FOR,ALL EXPLORATIONS/X-RAYS REQUIRED FOR FIRE: -2014 OREGON FIRE CODE I G - 6 1 g 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 WATER CLOSETS 1 PROVIDED- UNISEX I AD100 EX.CONDITIONS/SELECTIVE DEMO.FLOOR PLAN I 4 SUBCONTRACTORS WITH THE STRUCTURE AND SHELL BUILDING ELEMENTS.THE GENERAL CONTRACTOR SHALL 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 a IMMEDIATELY NOTIFY THE NEXTORE PROJECT MANAGER OF ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND THE AND ONE(1)ELECTRICIAN TO ASSIST THE SETDOWN TEAM TO RESOLVE ANY ISSUES.THE GC SHALL SUPPLY LAVATORIES 1 PROVIDED- UNISEX NOTE: AD200 EX.CONDITIONS/SELECTIVE DEMO.CEILING PLAN I 4 BUILDING SHELL. ` II (YL( UI V U DUMPSTER FOR REMOVAL OF SETDOWN DEBRIS. ENERGY: -2019OREGON ZERO ENERGY READY COMMERCIAL DRINKING FOUNTAIN L CODE ANY QUESTIONS REGARDING THESE CONSTRUCTION DOCUMENTS SHOULD BE Z. THE GENERAL CONTRACTOR SHALL PROVIDE ALL FIRE EXTINGUISHERS,CONCEALED BLOCKING AND SIGNAGE FOR -2019 OREGON STRUCTURAL CODE,CH.11 NOT REQUIRED DIRECTED TO THE NEXTORE PROJECT PLANNER FOR APPROPRIATE DIRECTION OF A A 4 SAME AS RE UIRED. UANTMES SIZES AND LOCATIONS SHOWN IN THE DRAWINGS ARE ONLY SUGGESTED UANTITIES, ACCESSIBILITY CODE: -2009 ICC/ANSI A117.1 SIZES AND L CATIO ,THE MOST STRINGENT REQUIREMENT OF ANY BODY HAVING JURISDICTION SHALL PR VAIL. 11. SOUND SYSTEM: COMMUNICATION. I A101 I CONSTRUCTION FLOOR PLAN 4 I C 0 R T L A N 0 I SERVICE SINK NOT REQUIRED A. THE GC SHALL BE RESPONSIBLE TO CONTACT NEXTORE PROJECT MANAGER 4 WEEKS PRIOR TO THE M B R G A N FIR THE GENERAL CONTRACTOR SHALL DESIGN INSTALL LOCATE RELOCATE,RECONFIGURE THE FIRE SPRINKLER AND ADDITIONAL CODES - FlREALARM SYSTEMS AS RERpUIRED BY THE INTENT OF THESE CONSTRUCTION DOCUMENTS OR ANY CODE OR BODY SCHEDULED DATE TO ARRANGE FOR INSTALLATION. I A102 I REFLECTED CEILING PLAN 4 HAVING JURISDICTION OVER 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 H IT E C T FIRE GENERAL SYSTEM/FIRE UNLESS SYSTEM OUT TOS. BE PERFORMED RCORM DINPECIFICAATE WITH LANDLORD REQUIRED VOCUME 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 I A103 I FINISH PLAN AND SCHEDULE I 4 DURING DURATION OF CONSTRUCTION. FIRE ALARM: -YES,NFPA 72 ANTONIO MANZANO JULIE NOTO A104 I ELECTRIC/DATA DIMENSIONAL PLAN I 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@nextoreretaii.com JNoto@nextoreretailcom I A200I INTERIOR ELEVATIONS I 4 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 i 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 A201I TOILET ROOM PLAN,ELEVATIONS DETAILS I 4 Ii 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 A300 DFTA(I SRONT PLAN ELEVATION SEC & 4 Seal MEP DRAWINGS. ACTION ON THE SECURITY SYSTEM. 102 TOILET ROOM 64 S.F. /100 = 1 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 I WALL SECTIONS 4 �� i ELECTRICAL DRAWINGS/REFLECTED CEILING PLAN. REINSTALLATION OF SECURITY CAMERAS ON REMODEL OR RELOCATION STORES THAT ALREADY HAVE NEXTORE STORE PLANNER PERMIT EXPEDITER AF. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL LIGHT FIXTURES CAMERAS IN PLACE AND ARE BEING DISTURBED DURING CONSTRUCTION. EGRESS WIDTH PER OCCUPANT: ALYSSA NASH TIM SCHENK I A401 I SECTIONS&DETAILS 1 SUPPORTS,INCLUDING ANY AND ALL SEISMIC REQUIREMENTS. 1005.3.2-0.15 INCHES PER PERSON(SPRN KLERED) 860-431-9641 ELDER-JONES BUILDING PERMIT SERV.,INC g COR TLAND MORGAN 13. AIR BALANCE REPORTS: ANash@nextoreretail.com 952-345-6040 I A402a I LED DISPLAY WALL SECTIONS&DETAILS I 1 4 AG. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING REQUIRED FIRE RATINGS AND FIRE G.C.RESPONSIBLE TO OBTAIN CERTIFIED AIR BALANCING REPORT FROM A VENDOR INDEPENDENT FROM THE HVAC 1.)EGRESS COMPONENTS(SPRINKLERED) tims@elder'ones.com PROOFING IN ALL INSTANCES. 0.15 INCHES PER OCCUPANT x 17 OCCUPANTS=2.55 INCHES(REQUIRED) tims@elderjones.com A402b I LED DISPLAY WALL SECTIONS&DETAILS I 1 ®,�1 ARLI"' y CONTRACTOR. 7 I�GTON TEXAS AH N WALLS R F N F FIRE SAFE PROOF PER CODES LANDLORD A I N rt 1 - ALL PENETRATIONS OF DEMISING LS 00 AND FLOOR SHALL BE / 00 / UT(i11 Al SMART SHOPPER PLAN,tLtVA [U , REQUIREMENTS.THE MOST STRINGENT REQUIREMENT SHALL PREVAIL. 2J ACTUAL WIDTH PROVIDED: A402c I SECTIONS&DETAILS 1 THROUGH ENTRY(1)PAIR T-0"DOORS = 68"CLEAR LANDLORD REQUIRED CONTRACTORS I �� q Al. THE GENERAL CONTRACTOR SHALL RECEIVE UNLOAD,AND PROVIDE SAFE STORAGE OF ALL NEXTORE/NEXTORE 2-SGH4.5-GC01-REV00 A403 CEILING DETAILS 1 AND/OR INSTALLED MATERIAL. TRASH(EMOVAL OF ALL BOXES/CRATES CONTAINING NEXTORE/NEXTORE TOTAL EGRESS WIDTH PROVIDED: = 68"CLEAR FIRE ALARM FIRE SPRINKLERS SUPPLIED AND ,OR INSTALLED MATERIAL,INCLUDING BUT NOT LIMITED TO FLOORING, MILLWORK LIGHTING, 0 g- SUPPLIED HARDWARE,ACCESSORIES, EQUIPMENT,ETC.SHALL BE BY THE GENERAL CONTRACTOR. TABLE 1006.2.1 SPACES WITH ONE EXIT:49 Occupants/75FT TRAVEL DISTANCE SIEMENS BUILDING TECHNOLOGIES,INC FIREWYA1FIRE PROTECTION Al. NOTICE OF INCIDENT:THE GENERAL CONTRACTOR SHALL VIA ELECTRONIC MEDIUM AND NEXTORE STANDARD LANDLORD NOTES 1018.3 AISLE SPACING (M&B)44"min. JUSTIN SCHMIDT GENE WYATT MECHANICAL, ELECTRIC, PLUM BIN G Architect/Engineer Job No.: NOTIFICATION AND REPORTING FORMS IMMEDIATELY NOTIFY THE FEDERAL, PROJECT MANAGER VE ANY INCIDENT INVOLVING THE PROJECT WHICH RESULTS IN CONTACT WITH ANY FEDERAL,STATE OR LOCAL GOVERNMENT AGENCY OR 1020.4 DEAD ENDS:no dead ends in corridors more than 20 feet (503)207-1900 (503)654-2928 21-005 AS CALLED OUT IN NEXTORE'S OR THE LANDLORDS RULES,REGULATIONS OR POLICIES. M001 MECHANICAL GENERAL NOTES&DETAILS 4 EXCEPTIONS#2:where the building is equipped through-out with automatic AK. WEEKLY PROGRESS PHOTOS,DAILY REPORTS SAFETY INSPECTIONS,SCHEDULE UPDATES,CHANGE ORDER LOGS, - ikilength of the dead-end corridors shall not exceed 50 feet. BARRICADE ROOFING I M002 HVAC DETAILS _ Nextore Store Design Revision No.: RFl LOGS,AND TOOL BOX TOPICS SHALL BE SUBMITTED TO THE NEXTORE PROJECT MANAGER VIA PROJECT READY AS sprinkler em the leng CENTER STAGE CARLSON ROOFING COMPANY,INC. ,yq REQUIRED IN THE DOCUMENTS OR DIRECTED BY THE NEXTORE PROJECT MANAGER. Is AL. FOR THOSE PROJECTS THAT ARE"OPEN REMODELS';STORES WILL REMAIN OPEN DURING REGULAR BUSINESS 1020.2 MINIMUM CORRIDOR WIDTH: VERONICA SPARROW (503)846.1575 I M003 MECHANICAL SPECIFICATIONS 07 HOURS WHILE CONSTRUCTION IS IN PROGRESS.ALL DISTURBANCES TO SURROUNDING BUSINESSES AND AREAS MUST BE 44'Min. (503)207-1900 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 I 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 I 8-SGH4.5-GO01-REV00 11-SGH4.5-GO01-REV00 I M200 HOURS WORK I MECHANICAL HVAC PLAN 1 Nextore project SAFETY: I E001 I ELECTRICAL DETAILS 1 I Number 82260 SAFETY OF ALL EMPLOYEES ASSOCIATES AND CUSTOMERS SHALL BE THE NUMBER ONE PRIORITY FOR ALL CONTRACTORS I E002 I ELECTRICAL DETAILS 4 Brand Desiqn Type: ON ANY NEXTORE PROJECT. OSHA REQUIREMENTS SHALL BE INCORPORATED INTO THE SCOPE OF WORK EVEN THOUGH SHE AMALLNOT E LISTED SEPARATELY. CONTRACTOR SHALL MAINTAIN A COPY OF THEIR SITE SPECIFIC SAFETY PLAN ON 9 COMMENTS 12 SCOPE OF WORK E100 I ELECTRICAL DEMOLITION PLAN 1 SGH 4.5 G+ • - BY LANDLORD: E200 I ELECTRICAL POWER/SYSTEM PLAN 4 ISSUED FOR: • NEW DEMISED SPACE BY LANDLORD I E200 ELECTRICAL POWER/SYSTEM PLAN 1 0 Construction BY TENANT: • NEW STOREFRONT I E201 I ELECTRICAL LIGHTING PLAN 1 • NEW INTERIOR PARITIONS • NEW INTERIOR WALL AND FLOOR FINISHES I E300 I ELECTRICAL ROUGH-IN ELEVATIONS 1 • NEW INTERIOR CEILINGS AND LIGHTING Title • NEW TOILET ROOM I E301 I ELECTRICAL ROUGH-IN ELEVATIONS 1 GENERAL • NEW ELECTRICAL SERVICE RELATED INTERIOR ELECTRICAL P001 I PLUMBING DETAILS 1 • RELATED HVAC MECHANICAL WORK 7 " r NEW LINEAR HVAC DIFFUSERS P100 I PLUMBING PLAN 4 INFORMATION • NEW STOREFRONT SIGNS I COVER S H E E T FP100 FIRE PROTECTION PLAN 1 v 15 DEFERRED SUBMITTALS Date 1!,29/21 Sheet - rawn y FIRE SPRINKLER DESIGN (SEPARATE PERMIT) STAFF G001 Checked By 1-SGH4.5-GO01-REVOO I I 3-SGH4.5-GO01-REVOOI I 9-SGH4.5-GO01-REVOOI 12-SGH4.5-GO01-REVOO I 15-SGH4.5-GO01-REVOO I CM rj DESIGN & CONSTRUCTION MANAGEMENT: 1 RESPONSIBILITY SCHEDULE 121 MECHANICAL, ELECTRICAL, PLUMBING, RESPONSIBILITY SCHEDULE SEE RELATED SHEETS PER TRADE t\E<MRE NOTE:THE GENERAL CONTRACTOR SHALL VERIFY ALL ITEMS ON THIS SCHEDULE I i i � T= TENANT MW= MILLWORKER 2-SGH4.5-G002-REV00 FOR ACCURACY PRIOR TO BEGINNING CONSTRUCTION.ANY DISCREPANCIES 0 0 9 `v SHALL BE REPORTED TO NEXTORE PROJECT MANAGER IMMEDIATELY. QJ`'�� P �� GC= GENERAL CONTRACTOR N/A= NOT APPLICA LE I LL= LANDLORD V=VENDOR • • 1(513)765,RKx IDIVISION 01000 -GENERAL SUPL RCV INSTL EK'G RELD REIMM I • - •`I(&R<13A]66 4 I BUILDING PERMIT T GC GC SHALL AMEND/PICK UP PERMIT&PAY ADD'TL FEES;FEES BILLABLE TO NEXTORE AT NET COST;VIA CHANGE ORDER#1 I i - r (1)ATTURNOVER I STORE #3757 DE ON GC GC ALLDEMOUTIONWORKTOB OMPLE ED G.C. I Washington Square 9348 SW Washington Square Road �-..,INCLUDING ALL LOCAL PEST CONTROL RE9UIREMENTS, PERMITS,VERIFY REQUIREMENTS I 9 `1 i I T PO AR B R 1CXD-S(W/LUX BRAND SPECIFIC LOGO) T T � ROVIDE AND INSTALL BY BOSTON BARRICADE I Tigard, OR 97223 WHEN VENDOR OTHER THAN BOSTON BARRICADE IS TO BE USED I FTRASHREMOVAL AND DUMPSTERS IGC GC VERIFY TOWN AND LANDLORD REQUIREMENTS.GC.TO REMOVE/DISPOSE OF ALL BOXES/CRATES/TRASH OF TENANTSpace: W14A SUPPLIED AND INSTALLED ITEMS,INCL.DISPLAY FIXTURES&HARDWARE.DAILY CLEAN REQUIRED. G AND PATCHING IGC GC GCI I Construction for: RELOCATION OF EXISTING FIXTURESI I 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 3 VENDOR&COORDINATE OVERNIGHT POWER W NEXTORE RIM. L INSURANCEGC (ASSET PROTECTION COORDINATION) IGC GC I IF OVERNIGHTS RE UIRED,GC SHALL PAY TO A D ADDITIONAL INSURED PARTIES,SU OVAD RAND AND OR LUXOTTICA,ON CERTIFICATE OF LIABILITY INSURANCE. I ACCESSIBILITY NOTES ICERTIFICATES NEED TO BE SENT TO THE NEXTORE PROJECT MANAGER. 1. THIS PROJECT WILL COMPLY WITH ALL IAC 400.310-REQUIREMENTS UNDER IAC 400.320(21) -TENANT FINISHING WORK AND TEMPORARY CONSTRUCTION WINDOW VINYL I I I I IN/A I IAC 4001-BUSINESS AND MERCANTILE. I 1 I 2. THIS PROJECT WILL COMPLY WITH ALL FEDERAL REQUIREMENTS UNDER ADAAG 4.1.3-NEW CONSTRUCTION AND DIVISION 03000 - CONCRETE I SUPLI KV,INSnI EXG IRELOI REnuRKS I ADAAG 140-BUSINESS AND MERCANTILE. CONCRETE SLAB(NEW OR PATCH FILL) I GC I GC I GC I I I 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 T-0°WIDE,HAVE LEVER o CUTTING OF EXISTING SLAB-TRENCHING OR CORE DRILLING I GC I GC I GC I I I COORD,W/LANDLORD&AFFECTED TENANTS.VERIFY W LL OPERATIONS PRIOR TO ANY CORING OR TRENCHING. I OPERATED HARDWARE(OR EQUAL),HAVE A MIN.OPENING FORCES OF 5 LBF,AND FULLY COMPLY WITH TAC 400.310 0), 0-It 4. ALL NEW OR ALTERED ENVIRONMENTAL CONTROL AND OPERATING MECHANISMS WILL COMPLY WITH IAC 400.310(r) STRUCTURAL CONCRETE&REINFORCING I GC I GC I GC I I I I /•^ 0 Ln SIDEWALK/ENTRY (FRONT REACH BETWEEN 15"ANF 48"AEF.) `,/ I I N/A 5. ANY NEW EMERGENCY WARNING ALARMS,WHERE PROVIDED,SHALL BE BOTH AUDIBLE AND VISUAL AND COMPLY O I I 1 1 WITH IAC 400.810(s).THE VISUAL ALARMS WILL BE FLASHING TYPE WHERE THE FLASHING IS SYNCHRONIZED AND IN /•�1 O DIVISION 04000 - MASONRY I SUPLI acv.INSR I EXG IRELOI REIMRKS COMPLIANCE FOR INTENSITY AND FREQUENCY. v J CLEANING OF MASONRY I I I I I I N/A O e CONCRETE MASONRY UNIT WALLS I I I I I I N/A 3-SGH4.5-G002-REV001 x O IIDIVISION 05000 - MISC. METALS ISUPLIRCV INSnI EXGIRE10I REMARKSI 7a J J BASE BUILDISTRUCTUAILSTEELASREQUIREDFORTENANTBUILD-OUT I I I I • I IN/A T 'I ACCESSIBILITY CLEARANCES 7 SYMBOLS p � I METAL FABRICATIONS I GC I GC I GC I I IIF APPLICABLE IN PROJECT 24 min. SYMBOL DESCRIPTION SYMBOL DESCRIPTION 2, M I EXPANSION JOINTS I I I I I I N/A PULL SIDE X PUSH SIDE PUSH SIDE X DECORATIVE METALS I GC I GC I GC I I I GC TO PROVIDE ITEMIZED PRICING FOR SUPPLY,PAINT,&INSTALL t PULL SIDE PULL SIDE 610 PUSH SIDE ELEVATION NO.(TYP.) =0 I I F- 51370 24 min. —r - - - SHEET N0. 4 WAY SECTION NO. -0 Ox 18 min 610 ELEVATION SECTION DIVISION 06000 -WOOD& PLASTICS (SUPL I RCV INSTLI EXG IRELOI REMARKS = u+ = o '♦ F- - - _ > c _ - 1 SHEET NO. toO 1 1 455 E S I I I X I , E C, Imo.. � X I ♦ � E I I <C o BLOCKING/BACK PLATES(INCL.FOR FIXTURES,SHELVES,SIGNS) I GC I GC I GC I I I FIRE RETARDENT WOOD AND OR METAL PER AUTHORITY HAVING JURISDICTION/LL o .. ., 50 I ROUGH CARPENTRY,FIRE RETARDANT LUMBER&PLYWD I GC I GC I GC I I I ! c I FLOOR PROTECTION(IF REQUIRED) I GC I GC I GC I I I DURABLE PROTECTION REQUIRED.PROVIDE WALK-OFF MAT AT BOTH SIDE OF ENTRY POINT(S)OF CONSTRUCTION AREA V _ AMk FINISH CARPENTRY I GCI GC GC FLOOR PREP IGGC GCI I I NOTE:x=36 in (915 mm)minimum I I I - ELEVATION NO.(TYPJ WALL SECTION DETAIL NO. DETAIL . OR ELEVATION C I I 1 I I I SHEET NO.(TYP.if y=60 in.(1525 mm): x=42 in. ) SHEET NO. DIVISION 07000 - THERMAL& MOISTURE PROTECTION I1U11 R Nsnl EXG IRELOI REMARKS I NOTE:x=12 in.(305 mm)if 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 I GC I GC I GC I I I PROVIDE AS REQUIRED FOR SCOPE OF WORK I if door has both a latch and a closer SYMBOL DESCRIPTION SYMBOL DESCRIPTION I SPRAYED FIRE RESISTIVE MATERIALS I I I I I I N/A I LETTERS"O" MATERIAL Front Approaches-Swinging Doors Hinge-side Approaches-Swinging Doors Latch-side Approaches-Swinging Doors &"F NOT TO (REFER TO SCHEDULE) 4 I THROUGH PENETRATIONS FIRE STOP SYSTEM I GC I GC I GC I I I I A BE USED NOTE:All doors in alcoves shall comply IT- 17 min. BUILDING GRID LINES T T102 FINISH W TERD 00 MMB ANE I GC I C I C I I I .C. INSTALL PER REQUIREMENTS I with clearances for front approaches. c FINISH Revisions: 430 1 I DIVISION 08000 DOORS&WINDOWS I I I I I C o - - - - Mark Date B WPL RGV. NSn EX'G RELO REAWRK$ N m rn ry c Clear (REFER TO SCHEDULE) y I NEW DOORS,FRAMES,HARDWARE E Floor IGC IGC IGC I I UNLESS NOTED OTHERWISE. (SEE DOOR SCHEDULE SHEET A101) '� I Space I SYMBOL DESCRIPTION I I SYMBOL DESCRIPTION I I SYMBOL DESCRIPTION SYMBOL DESCRIPTION I 12921 STAFF I PANIC/SECURITY ALARM I I I I I I N/A om p I 9111 DESIGN REVIEW SET Counter L - - I ALL DOOR LOCK CORES AND KEYS IT IGC IGC I I I - WINDOW O DOOR O EQUIP.NUMBER ROOM NUMBER I ACCESS DOORS AND FRAMES GC IGC I CI I I _ I I 30 min. MILLWORK MIRRORS T GC W GC TO PROVIDE&INSTALL TOP MIRROR AS DESCRIBED IN CONSTRUCTION SET.FLUSH&E UAL MUST BE MAINTAINED 760 of _ 48 min. 19 max. Q 2/12/11 STAFF MQ x v 485 100%BID/L.L.REVIEW SET WITH FIXTURE BELOW. E o 1220 SYMBOL DESCRIPTION I SYMBOL DESCRIPTION I SYMBOL DESCRIPTION I OVERHEAD ROLLING SECURITY SHUTTERS I I I I N/A I 30 min. INN-i v Suggested }- 6 max.Toe Clearance -4 I SECURITY ALARM&SYSTEM I T IGC I T I I I I 760 v Supply Lines Knee Clearance / 150 O KEY NOTE 0 REVISION O WALL TYPE 0 2/18/21 STAFF I] IMETAL FINISHES MF-50&MF-51 IGC IGC IGC I I I I L 8 min 17 min.Lay.Depth PERMIT 1 !NEW STOREFRONT ALUMINUM FRAME OR CHANNELS I T I T I T I I IGC TO PROVIDE ITEMIZED PRICING FOR SUPPLY&INSTALL I 205 430 I NEW STOREFRONT GLAZING 1 T I T I T I I I GC TO PROVIDE ITEMIZED PRICING FOR SUPPLY&INSTALL I Cabinet Heights Base Height Lavatory Clearances AI NEW STOREFRONT SWINGING DOORS AND HARDWARE I T I T I T I GC TO PROVIDE ITEMIZED PRICING FOR SUPPLY&INSTALL NOTE: 0 9/17/21 STAFF LAVATORY HAS LEVER(OR EQUAL) FAUCET HARDWARE.SEE PLUMBING SHEET. REVISED RESPONSIBILITIES TENANT TO PROVIDE LANDLORDS RO M IRRORS I C IGC IG I NEW k STROOM IN TALLIEDD BY G. . PIPES UNDER THE SINK ARE INSULATED BY GC. SCOPE OF WORK. RS&HANGING HARDWARE/ADHESIVE AS REQUIRED 4-SGH4.5-GO02-REV00 7-SGH4.5-GO02-REVOOI Qs 92021 STAFF `A, RESUBMIT REVISIONS FOR PERMIT DEMISING PARTITIONS(STUDS&INSTALLATION) GCI I C I I SPACE IS A RE-DEMISE;NEW DEMISING WALL IS OPEN TO STUDS.NEW INSULATION AND GYP.BD.BY G.C.;PATCH/REPAIR EX. ' rJ DOOR/H A R D V V A R E DETAIL g ACCESSIBILITY SIGNAGE DEMISING PARTITIONS(GYPSUM WALLBOARD) GCI IGC • I I SPACE IS A RE-DEMISE;NEW DEMISING WALL IS OPEN TO STUDS.NEW INSULATION AND GYP.BD.BY G.C.;PATCH/REPAIR EX. ,J � DOORS ENTRANCES. CLOSERS. Architect / Engineer Of Record / 4 \ ACOUSTICAL CEILING TILES&GRID GC IGC I C I I ALL PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES THE MAXIMUM EFFORT TO OPERATE DOORS CANNOT EXCEED 8.5 PAINTING,FINISHING,VARNISH,SEALER,ETC. IGC IGC IGC I I ARE REQUIRED TO BE MADE ACCESSIBLE.A PRIMARY POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR I FLOOR TRANSITIONS/VINYL TILE/VINYL WALL BASE IGC IGC IGC I I I I ENTRANCE IS DEFINED AS,"...ANY ENTRANCE TO A FACILITY DOORS. REQUIRED FIRE DOORS MAY REQUIRED UP TO 15 POUNDS I PORCELAIN/CERAMIC FLOOR TILE IT IGC IGC I I I WHICH HAS A SUBSTANTIAL FLOW OF PEDESTRIANS TO PRESSURE,THE PRESSURE IS TO BE MEASURED AT RIGHT ANGLES TO I GROUT AND THINSET FOR TILE&ACCESSORIES IGC IGC IGC I I I ANY SPECIFIC MAJOR FUNCTION OF THE FACILITY." HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR I ® / -- - - - - - - - - - \ REVOLVING DOORS CAN NOT BE USED AS A REQUIRED FOLDING DOORS.COMPENSATING DEVICES OR AUTOMATIC DOOR / x(:.Ix / K 1 I fs • I AI FAUX BRICK WALL PANELS IGC IGC IGC I I I I ENTRANCE FOR THE HANDICAPPED.RECESSED DOORMATS OPERATORS MAY BE UTILIZED TO MEET THE REQUIREMENTS.IF A 90' /4\1 STOREFRONT BULKHEAD-MALL I I I I I I I ARE REQUIRED TO BE ANCHORED TO PREVENT DOOR HAS A CLOSER,THEN THE SWEEP PERIOD OF THE CLOSER \ /\ i C 0 R T L A N 0 INTERFERENCE WITH WHEELCHAIR TRAFFIC. SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 M 0 R 0 A N IFI ERG ASS EINFORCE PANELS IGC I C I ICI I ) DEGREES,THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO ARCHITECT DOOR WIDTHS AND HEIGHTS. A POINT 3INCHES(75 mm)FROM THE LATCH,MEASURED TO THE I WOMEN MEN I MALL FLOORING IGC IGC IGC I 2 I I WHEN REQUIRED.GC TO OBTAIN FROM LANDLORD OR MATCH WITH LANDLORD APPROVAL. I REQUIRED EXIT DOORWAYS ARE REQUIRED TO HAVE A LEADING EDGE OF THE DOOR. —__P - <- - I CLEAR OPENING NOT LESS THAN 34 INCHES WIDE.FOR -10 A - - --- - -- --_ 2 711 N. FIELDER RD. WALK-OFF MAT I I IN/A HINGED DOORS,THE OPENING IS MEASURED WITH THE THRESHOLDS. CLEARARLINGTON, TX 76012 I 1 I 1 1 DOOR AT A 90 DEGREE ANGLE FROM ITS CLOSED POSITION. THRESHOLDS ARE REQUIRED TO BE NO MORE THAN 1/2 INCH HIGH. LEVER HANDLE I— BRAILLE SIGN PER 2010 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 EXCEEDINGFAX: (817) 635-5699 DIVISION 10000 - SPECIALTIES I SUPL I RCV.INSTLI EXG IRELOI REMARKS I 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 RETAIL WALL SIGNAGE ! T I T I T I I I G.C.TO COORDINATE SIGN INSTALLATION I OPENING.DOOR HEIGHTS ARE REQUIRED TO BE A MINIMUM EXCEEDS 1/4"INCH. - ---- SealQ,( Ty'' GRAPHIC HOLDER I T IGC IGC I I ISEE FIXTURE PLAN FOR MORE INFORMATION I Of 80 INCHES. 1. EXIT DOORS,TOILET ROOM AND CHANGING ROOM DOOR TO LEVER HANDLE BE OPENABLE FROM INSIDE WITHOUT SPECIAL KNOWLEDGE, GRAPHICS I T IGC I T I I I SEE FIXTURE PLAN FOR MORE INFORMATION I HARDWARE. FORCE OR NEED OF KEY. �— NOTE: (� I ACCESSIBILITY SIGNAGE I T IGC IGC I I I SEE FIXTURE PLAN FOR MORE INFORMATION I HAND ACTIVATED DOOR OPENING HARDWARE IS REQUIRED 2. SEE SPECIFICATION SHEET FOR RESPONSIBILITIES. ALL SIGNAGE SHALL CONFORM WITH ADA K®T rY I STORAGE AREA SHELVING UNITS IT IGC IGC I I I I TO BE CENTERED BETWEEN 30 AND 44 INCHES HIGH, 3. ALL HARDWARE TO BE LEVER TYPE. - i �y I SURFACE MTD.STANDARDS&SHELVING IGC IGC IGC I I I I LATCHING AND LOCKING DOORS THAT ARE HAND ACCESSIBILITY GUIDELINES,INCLUDING 3�� i W CORTLAND MORGAN BUT NOT LIMITED TO PROPORTION, 0 FIRE EXTINGUISHERS IGC IGC IGC I I I SUGGESTED LOCATION ON PLAN-VERIFY LOCAL REQUIREMENTS I ACTIVATED AND WITCH ARE INA PATH B TRAVEL HAVE ENTRANCE SIGNS. COLOR CONTRAST AND RELIEF AND i y TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE ALL BUILDINGS ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE LEVER - o ;°OA1 (A ARLINGTON,TEM • { I GLASTOREFRONT NTILM-GRAPHIC I T I T I T I I I I HARDWARE,BY PANIC BARS,PUSH-PULL ACTIVATING BARS, BY PHYSICALLY HANDICAPPED PERSONS SHALL BE IDENTIFIED WITH 2'-6" GRADE 2 BRAILLE REQUIREMENTS. .o I �'••'- I a I STOREFRONT SIGNAGE I T I T I T I I I STOREFRONT DISPLAY HANGING GRID I T IGC IGC I I I I OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL TO T-8" WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING DIRECTIONAL SIGNS,AS REQUIRED,TO BE VISIBLE TO PERSONS y BRAILLE SIGN PER 2010 GLAZING FILM-SOLAR CONTROL I I I I I IN/A I HARDWARE.LOCKED EXIT DOORS ARE REQUIRED TO ALONG APPROACHING PEDESTRIAN WAYS. 1 ADA REQ-TS QFi O NIA OPERATE AT DESCRIBED ABOVE IN THE DIRECTION OF UNISEX RESTROOM SIGNAGE RE TRO AC E SORIES&HARDWARE I C GC I C I I ) EGRESS. GC TO PROVIDE SECURE AREA FOR STORAGE.GC TO DISPOSE OF PACKAGING FOLLOWING VENDOR UNPACKAGEING. I Architect/Engineer Job No.: DATA&POWER BY GC.GC TO PROVIDE DATA LINE CONDUIT FROM LED PANELS TO COMPUTER. 21-005 I STOREFRONT ACCENT LED STRIP LIGHTS,CHANNELS,&LENS IGC IGC IGC I I I I ILIGHTBOX IT IGC IGC I I IIURECLiVE,SECURt,&INS IALL LWHIOUXNLLUUINGI'UWtKWNNtUFUN. I 5-SGH4.5-GO02-REV00 8-SGH4.5-GO02-REV00 Nextore Store Design Revision No.: I I I I I I I I IDMSION 12000 - FURNISHINGS ISUPLIRU INSTLI EXG IRELOI REMARKS I MILLWORK(RETAIL) I T I GC I T I I I7 REQ.. &OFFLOADED BY OF CRATING .0 G.C.GCNCRATED&INSTALLED BY TENANT.CONSULT NEXTORE PM FOR POSSIBLE INSTALLATION I (� DRINKING FOUNTAIN 9 ABBREVIATIONS I POS EQUIPMENT I T I T I T I I I G.C.TO COORDINATE RELOCATION TO NEW CASHDESK DRINKING FOUNTAIN NOTES FOR LOW DRINKING FOUNTAIN: ADA AMERICANS WITH DISABILITIES A), LOC. LOCATION Nextore Project I MERCHANDISE PROPS I T I GC I T I I I G.C.RESPONSIBLE FOR DISPOSING OF PACKAGING DEBRIS UPON TENANT UNPACKAGING. ADJ. ADJACENT MEP MECHANICAL ELECTRICAL PLUMBING Number 82260 I FURNITURE(CHAIRS,BENCHES,TABLES,ETC.) I T I GC I T I I I 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 3INCHES OF THE FRONT OF 15" 15" CLG. CEILING MTL METAL Brand Design Type: 4 1 STAPLES PURCHASED ITEMS I T I T I T I I I THE DRINKING FOUNTAIN SHALL BE 30 DEGREES MAX,AND FROM SPOUTS Jr C.J. CONTROL JOINT MISC. MISCELLANEOUS BETWEEN 3INCHES AND 51NCHES FROM THE FRONT OF THE DRINKING FOUNTAIN DRINKING COL. COLUMN N.I.C. NOT IN CONTRACT SIGH 4.5 G+ 4 I 1 OILET ACCESSORIES IGC GC I GC I I I N RESTROOM INSTALLED 8Y G.C.) SHALL BE 15 DEGREES MAX.MEASURED HORIZONTALLY RELATIVE TO THE FRONT FOUNTAIN CONC. CONCRETE N.T.S. NOT TO SCALE FACE OF THE DRINKING FOUNTAIN. F<7�0 CONT. CONTINUOUS NO. NUMBER ISSUED FOR: I MILLWORK(EMPLOYEE AREA) I T IGC IGC I I I DIM. DIMENSION O.C. ON CENTER 0 Construction REFRIGERATOR&MICROWAVE I T IGC IGC I I I 2.CONTROLS SHALL BE FRONT MOUNTED OR SIDE MOUNTED NEAR THE FRONT o DWG. DRAWING PL. PLASTIC EDGE.SPOUTS SHALL BE NO HIGHER THAN 36"MEASURED FROM THE FLOOR OR w O o ? EA EACH RM. ROOM DISPLAY MONITORS I T I T I T I I I GROUND SURFACES TO THE SPOUT OUTLET. HIGH I LOW iJ ,°„ O ELEC. ELECTRIC R.O. ROUGH OPENING I I I I I 30"x48" 0O EQ. EQUAL SHLV SHELVES I I 3.WALL AND POST MOUNTED CANTILEVERED UNITS SHALL HAVE A CLEAR KNEE CLEAR Q m Z O EQUIP. EQUIPMENT SIM. SIMILAR I I I ! SPACE BETWEEN THE BOTTOM OF THE APRON AND THE FLOOR OR GROUND AT FLOOR EXT'G. EXISTING STL STEEL Title LEAST 27"HIGH,30"WIDE,AND 17-19"DEEP. SUCH UNITS SHALL HAVE A ^' F.E. FIRE EXTINGUISHER STRL. STRUCTURAL I I I I AREA APRON RESPONSIBILITY MINIMUM CLEAR FLOOR SPACE 30"X 48"TO ALLOW A PERSON IN A WHEEL-CHAIR FIN. FINISH TME. TO MATCH EXISTING I I I - - - � I I I TO APPROACH THE UNIT FACING FORWARD. . PLAN ELEVATION FIR. FLOOR T.O.W. TOP OF WALL G.C. GENERAL CONTRACTOR TYP. TYPICAL I ! I I I 4.THE FOLLOWING KNEE CLEARANCE IS REQUIRED UNDERNEATH THE FOUNTAIN: GWB GYPSUM WALLBOARD U.L. UNDERWRITERS LABORITORIES SCHEDULE I I I I I I I 27"MIN.FROM THE FLOOR TO THE UNDERSIDE OF THE FOUNTAIN WHICH H.M. HOLLOW METAL U.N.O. UNLESS NOTED OTHERWISE I I I I I I EXTENDS 8'MIN.MEASURED FROM THE FRONT EDGE UNDERNEATH THE HT. HEIGHT VERT VERTICAL WHEN APPLICABLE IN PROJECT I I I I FOUNTAIN BACK TOWARDS THE WALL;IF A MIN.9"OF TOE CLEARANCE IS HVAC HEATING/VENT./AIR CONDITIONING W/ WITH pato Sheet PROVIDED,A MAX.OF 6"OF THE 48"OF CLEAR FLOOR SPACE REQUIRED AT THE INT. INTERIOR WD WOOD 1j,29/21 FIXTURE MAY EXTEND INTO THE TOE SPACE. LAM. LAMINATE Drawn y 1-SGH4.5-GO02-REV03 6-SGH4.5-G002-REVOOI 9-SGH4.5-G002-REV00 STAFF 6002 Checked By CM k I DESIGN & CONSTRUCTION SPECIFICATIONS 1 OF 4 MANAGEMENT; NIE KIrmoloqq�]L 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 �4000 Lmottica Place,Mason,OH 45040 0.1(513)765-6000 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 96Crea,nery Brook,East Granby,CT 06026 ,+l(8x,413-9700 Ir PART 1 - GENERAL ALL GOVERNING CODES, A. FINAL CLEANING ROOF DECK AFTER COMPLETION OF ALL DEMOLITION AND PRIOR TO THE A. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE A. TRASH REMOVAL 1. CONDUCT CLEANING AND REMOVE WASTE AND SURPLUS MATERIALS, COMMENCEMENT OF NEW CON STRUCTION.COORDINATE WITH LANDLORD DIVISION 05000 - METALS RE # 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 Washington Square 57 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 Washin ton Square Road o . 9 q B. BIDDING CONTRACTORS SHALL INCLUDE ALL LABOR, MATERIALS, REMOVING TRASH AND DEBRIS FROM PROJECT ON A DAILY BASIS INCLUDING REGULATIONS. DIVISION 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. J FOR THIS WORK. 3. THERE WILL BE NO STORAGE OF MATERIAL OR RUBBISH IN CORRIDORS 5. LEAVE PROJECT CLEAN AND READY FOR OCCUPANCY. 301 ACI 325 AND ACI 318. 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, A. ADJUSTING C. CONCRETE STRENGTHS ARE AS FOLLOWS: CLASS 13040 PSI INTERIOR AFTER THE PROJECT IS FULLY COMPLETED. IT IS THE CONTRACTOR'S SOLE 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 SLABS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND APPLICABLE ADA DOCUMENTS PRIOR TO PROCEEDING. 4. ALL SUB TRADES SHALL COORDINATE REMOVAL OF DEBRIS AND AND UNHINDERED OPERATION. (OR MIN.REQUIRED PER LANDLORD SPECIFICATIONS.) TO INSURE STABILITY OF THE BUILDING AND ITS COMPONENT PARTS AND LL� 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 0 U' 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 0 a 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, WITH ALL OTHER CONTRACTORS SO THAT WORK UNDER THOSE CONTRACTS 2. PREPARE BINDER COVER WITH PRINTED TITLE "OPERATION AND a. MANUFACTURER: CHEMTREX, INC. THEY SHALL BE REMOVED AS CONDITIONS PERMIT AND SHALL REMAIN Cf O 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. D Ln 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 PERFORMED BY LANDLORDS ROOFING CONTRACTOR IF SO REQUIRED BY THE SHAKOPEE MINNESOTA 55379-1854 F. PRIOR TO START OF CONSTRUCTION, GENERAL CONTRACTOR SHALL Q MANAGER'S USE, A COPY SHOULD ALSO BE SENT-TO THE CONSTRUCTION TRADES. MECHANICAL FRAMING LOADS, OPENINGS, AND STRUCTURE RELATED 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 r 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 SHOPLn X 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. N C, 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 DIVISION1. SLAB ON GRADES TO RECEIVE 6 MIL. CLEAR OR BLACK POLYETHYLENE E. VERIFY THE EXACT SIZE AND LOCATION OF ALL OPENINGS PRIOR TO Q CONSTRUCTION MANAGER IMMEDIATELY OF ANY ITEM THAT MAY AFFECT THE TO THE GENERAL CONTRACTOR DURING BIDDING. SUBTRADES SHALL FILM WITH MINIMUMOF 12" OVERLAP. TAPE ALL SEAMS. FABRICATION OF STEEL FRAMING MEMBERS. DESIGN INTENT OF THE DRAWINGS, OR RESULT. COORDINATE WITH THE LANDLORD AND/OR ROOFING CONTRACTOR AND DIVVISION 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 THE 1 GENERAL CONTRACTOR IS RESPONSIBLE FOR UNLOADING ALL TENANT FOR ADDITIONAL NOTES AND SITE SPECIFIC ITEMS. AND REINFORCING AS SHOWN ON DRAWINGS. H. WELDING PROCEDURES, WELDERS, WELDING OPERATIONS AND TACKERS Revisions: 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 WELDING CODE". MILLWORK WHICH IS TENANT SUPPLIED. THESE TENANT SUPPLIED ITEMS SHALL REQUIRED, BUT NOT LIMITED TO INTERIOR PARTITIONS, CABINETS, SUSPENDED MECHANICAL INJURY. , 90%DESIGN 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 90%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 znanl 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. 1OD9661D/L.L.REVIEWSET PROJECT SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ACTUAL K. FABRICATE STRUCTURAL STEEL IN ACCORDANCE WITH AISC ACCEPTABLE HOURS FOR DELIVERY AND LOCATION OF DELIVERY OF BUILDING LANDLORD PROCEDURES AND REGULATIONS. F. PLACE SLABS FOR FULL THICKNESS IN ONE OPERATION, WITHOUT 0 2/18/21 STAFF 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,/TRASH 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 01041 PROJECT COORDINATION A. 9/17/21 STAFF ` BEFORE ENTERING INTO A CONTRACT WITH EITHER THE GENERAL 6. ALL ITEMS INDICATED TO BE RELOCATED OR REINSTALLED TO BE PRODUCE SMOOTH, DENSE SURFACE. DUSTING OF SURFACES WITH CEMENT IS CONNECTIONS IN CONFORMANCE WITH AISC STANDARD FOR FORCES AND REVISED RESPONSIBILITIES TENANT TO PROVIDE PART 1 - GENERAL MOMENTS SHOWN. LANDLORDS SCOPE OF WORK. CONTRACTOR AND/OR TENANT. CLEANED SERVICED AND PREPARED FOR PROPER RE-USE. ANY ITEMS STORED PROHIBITED. 1. ALL ITEMS SHALL BE INCLUDED IN THE BASE BID TO ACHIEVE THE FINAL C ALL PROJECT COORDINATION SHALL BE THROUGH TENANT'S DURING CONSTRUCTION ARE TO BE PROTECTED TO AVOID DAMAGE OR THEFT 2. WHERE FASTENING SPACINGS OR SIZES ARE NOT SHOWN, CONTRACTOR PRODUCT INDICATED IN DRAWINGS. THIS INCLUDES, BUT IS NOT LIMITED T0, CONSTRUCTION MANAGER AS LISTED ON TITLE SHEET. J � G. SUBGRADE MATERIAL USED: REMOVAL OF ALL ORGANIC MATERIAL. 0 9�zo�z1 STAFF B. COMPLY WITH CONSTRUCTION MANAGERS PROCEDURES FOR 7. ALL ITEMS INDICATED AS EXISTING TO REMAIN SHALL BE CLEANED COMPACT SUB GRADE FOR SLABS ON GRADE TO 95 CRUSHED GRAVEL SHALL USE SPACINGS AND SIZES OF BOLTS, SCREWS, WELDS, ETC., WHICH WILL RESUBMIT REVISIONS FOR PERMIT THE FOLLOWING: CONCRETE FLOOR PREP, FLOOR SLAB X-RAYING, DEMISING 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, INTRA-PROJECT COMMUNICATIONS; SUBMITTALS, REPORTS AND RECORDS, ITEMS SUFFICIENTLY DURING CONSTRUCTION TO AVOID DAMAGE OR THEFT. Q FAILURE DUE TO OVER-STRESSING MUST OCCUR IN THE MEMBERS BEFORE SCHEDULES COORDINATION DRAWINGS RECOMMENDATIONS; AND RE-COMPACTION OF 95/o OPTIMUM DENSITY. ELECTRICAL PANELS, ELECTRICAL, WATER, SEWER, VENTS AND TELEPHONE 8. COOPERATE AND COORDINATE WITH LANDLORD, THE TENANTS OF THE H. FINISHES OCCURRING IN THE FASTENINGS. Architect/ Engineer of Record CONDUITS, ANY LANDLORD REQUIRED FIRE PROTECTION SYSTEM OR TIE-INS RESOLUTION OF AMBIGUITIES AND CONFLICTS, INCLUDING REQUESTS FOR ADJACENT SPACES AND THE TENANT, IN SCHEDULING WORK IN ORDER TO 1. GIVE TYPICAL INTERIOR FLOOR SLABS A STEEL TROWEL FINISH WITH PART 2 - PREPARATION / EXECUTION TO BLDG. MANAGEMENT SYSTEMS, FIRE EXTINGUISHERS, AND STRUCTURAL SUBSTITUTIONS AND CHANGE ORDERS. CAUSE THE LEAST INCONVENIENCE TO PERSONNEL AND PROPERTY. CLASS A TOLERANCE (TRUE PLANES WITHIN 1/8 IN 10 FT. AS DETERMINED BY A A. PRE-ASSEMBLE ITEMS IN SHOP TO GREATEST POSSIBLE EXTENT TO REQUIREMENTS FOR TENANT'S EQUIPMENT. 01200 PRICE, PAYMENT, AND CONTRACT 9. SEE MECHANICAL AND ELECTRICAL PLANS FOR SPECIFIC DEMOLITION 10 FOOT STRAIGHTEDGE PLACED ANYWHERE ON SLAB IN 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 G 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 A R C H 1 T E C T 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. A711 . FIETXER7RD. 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 REQUIRED TO MEET THE DESIGN INTENT OF THE CONTRACT DOCUMENTS AT C. CONTRACT SHALL BE AIA DOCUMENT #A107 "STANDARD FORM OF B. THE CONTRACTOR SHALL REMOVE, REPAIR, RESTORE, AND REPLACE 03732 CONCRETE REPAIR ROUND, ASTM A500-68, GRADE B. FAX: (817) 635-5699 HIS/HER OWN COSTS WITH NO ADDITIONAL EXPENSES (EXTRAS) BEING AGREEMENT BETWEEN OWNER AND CONTRACTOR". PART 1 - GENERAL WHERE ANY SUCH WORK I5 NECESSARY OR AS INDICATED ON THE DRAWINGS. 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. CONDITIONS THAT WERE READILY VISIBLE OR DETERMINED. 01400 QUALITY/GUARANTEE NECESSARY TO SATISFY ALL REQUIREMENTS. INSOFAR AS POSSIBLE ALL AREAS AFTER DEMOLITION PROVIDING A LEVEL FLOOR THROUGHOUT TO 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 CORTLAi' ftORGAN rri 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 REQUESTED TO ACCOMMODATE SUCH WORK OR CONDITIONS AT NO CHARGE SAID CONTRACTORS SHALL REMOVE AND REPLACE WITHOUT DELAY ANYg BROKEN, MISSING, OR OUT OF LINE OR ADJUSTMENT, MECHANICALLY OR FINISHES PROVIDED AND/OR INSTALLED BY TENANT. ACTUATED FASTENERS a@ 24" O.C. � ARLN'GTON,TEXAS g 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 g• 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 CONCRETE WITH FLOOR CONSTRUCTION DOCUMENTS X 25 GAUGE AT 16" O.C.. `�`" 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 g. SHOP PAINT PRIMER: STANDARD PRIMER: O'F0 6. THE G.C. SHALL BUILD ON SITE A TEMPORARY LOCKABLE STORAGE AREA. HIS WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE CONSTRUCTION MANAGER MUST BE NOTIFIED IMMEDIATELY OF ANY INSTRUCTIONS AND LANDLORD SPECIFICATIONS. UNDERLAYMENT a. SSPC PAINT 15 OF ACCEPTANCE BY THE OWNER. COMPOUND TO BE FREE FLOWING SELF-LEVELING PUMPABLE AND Architect/Engineer Job No.: G.C. SHALL ACCEPT ALL TENANT SUPPLIED ITEMS AND STORE THEM SAFELY IN STRUCTURAL OR SAFETY DEFECTS, AND ONLY THE TENANT'S CONSTRUCTION CEMENT-BASED FOR APPLICATIONS FROM ONE INCH THICK TO FEATHERED b• TNEMEC 1009 GRAY METAL PRIMER 21-005 SUCH SPACE. MANAGER IF THE DEFECT(S) ARE LIMITED TO COSMETIC FINISHES. C. MARTIN-SENOUR CO. #664 RED OXIDE ZINC CHROMATE PRIMER 01426 PROCEDURES EDGES. d. PRATT AND LAMBERT NOXIDE 107, ONE DAY PRIMER-GRAY. E. STEEL NextoreStoreDesignRevisionNo: A. LAYOUT WORK PART 1 - GENERAL C. EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE PART 2 - PREPARATION / EXECUTION 1. IMMEDIATELY AFTER DEMOLITION, GENERAL CONTRACTOR TO A. ALL ITEMS SHALL BE INSTALLED USING STANDARD PROFESSIONAL OR DISRUPT ANY UTILITY OR SPRINKLER LINES WHICH MIGHT PASS THROUGH A. CONCRETE REPAIR SHALL BE CLEAN AND FREE FROM OIL, DIRT, LOOSE MILL SCALE AND ANY 07 ADVISE TENANT OF ANY DISCREPANCIES IN OVERALL WIDTH, LENGTH, 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 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 Brand Design Type: CONDITIONS AND LAYOUT OF CONTRACTOR TO NOTIFY TENANT OF ANY PART 1 - GENERAL LINES, DRAIN LINES, AND ALL MECHANICAL ITEMS SHALL BE CAPPED AT ON DEMOLITION PLAN. SGH 4.5 G+ DISCREPANCIES IMMEDIATELY. CONTRACTOR IS RESPONSIBLE FOR ANY PART 1 - GENERAL 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 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 Q ®Constru«ion 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 OF 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 01542 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. T(tie WORK EXECUTED UNDER THE CONTRACT. PART 1 - GENERAL IS TO PAY SPECIAL ATTENTION TO AVAILABLE HEIGHT FOR INTENDED CEILING 6. GRIND HIGH SPOTS. a. INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH SPECIFICATIONS FROM THE DRAWINGS OR SPECIFICATIONS, OR SHOULD HE BE IN DOUBT A. GENERAL CONTRACTOR AND/OR SUB-CONTRACTOR ARE RESPONSIBLE SHOULD A CONTRACTOR FIND DISCREPANCIES IN, OR OMISSIONS ELEVATION, MECHANICAL DUCTWORK AND RECESSED LIGHTING. 7. AT LOCATIONS OF CONSTRUCTION JOINTS IN EXISTING SLAB, CONTINUE MANUFACTURERS INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. • � F 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. CRANES, HOISTS, SCAFFOLDING, PLATFORMS, ETC., REQUIRED FOR ERECTION DEBRIS/DUCT SCREENS PER LANDLORDS 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". 1. ALL WORK, , - OCATED ON PLANS. CONTRACTOR SHALL PAY ALL RELATED FEES PERMITS DEMOLITION WORK. TRENCH OR CORE LOCATIONS WITH THE LANDLORDS REPRESENTATIVE AND C. MATERIALS: Date 1/29/21 sheet MATERIALS AND INSTALLATION SHALL BE IN STRICT � f � Drawn By ACCORDANCE WITH ALL ORDINANCES, STATE AND LOCAL BUILDING TC. 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 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 STAFF G003 ADDITIONAL WATERPROOFING INFORMATION. A MINIMUM YIELD POINT OF 33,000 PSI. Checked By CLEAN AREAS REMOVING ALL WASTE MATERIAL, BROOM CLEAN. CM DESIGN & CONSTRUCTION SPECIFICATIONS (2 O F 4) MANAGEMENT: I ORE 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 0 t wow 40M Luxotaca Nam Mason,OH 45M *1(513)765-6000 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 a 6 Crearnery Brook,East Granby,CT 060266 *-1(860)413-9700 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 03757 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, 112" (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 112" 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 INDIVIDUAL PANE TO RECEIVE TEMPERED STAMP INDICATING Construction for: b. 12-16 GAUGE (0.11-72.7MM - 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. 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 DIVISION 08000 - DOORS AND WINDOWS 5. FASTENINGS: DOORS, AND ALL FINISH ITEMS SUCH AS LAMINATES AND FINISH DOOR 1. EXTERIOR - CLEAR MONOLITHIC GLASS AT LEAST 112" CLEAR AS REQUIRED BY JURISDICTIONAL CODES. CD n IT 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 :3 CD 0 U') PART1 - GENERAL OF LOCAL CODE AND AUTHORITIES HAVING JURISDICTION PART 2 - PREPARATION / EXECUTION " ,.T SCREWS, BOLTS, NUTS AND WASHERS. NON-CORROSIVE. B. SEE DRAWINGS AND RESPONSIBILITY SCHEDULE FOR DETAILS, SIZES, A. INSTALL ALL DOORS, FRAMES, HARDWARE AND RELATED PARTS Cr 00 b. ANCHORAGE DEVICES: POWER ACTUATED FASTENERS, DRILLED DIMENSIONS. A. VERIFY THAT OPENINGS FOR GLAZING ARE CORRECTLY SIZED AND M -(-- 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. cn -LJ 0 m '8 C SCHEDULE. A. VERIFY DIMENSIONS, TOLERANCES AND ATTACHMENTS AND SHIMS B. VERIFY THAT SURFACES OF GLAZING CHANNELS OR RECESSES X 0 C. WELDING.- COMPLY WITH AWS D1.1 "STRUCTURAL WELDING CODE". ARCHITECTURAL WOODWORK QUALITY STANDARDS. ESSESARE A. MANUFACTURERS: B. LABELED DOORS: WHERE REQUIRED, PROVIDE U.L. LABEL DOORS 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. TO RECEIVE LABELS ATTACHED STATING RATINGS. B. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND C. CUT GLASS PANES TO ACCURATE SIZES ALLOWING FOR EDGE U THE CECO ALLIED STRUCTURAL INDUSTRIES; DIETRICH INDUSTRIES OR A. DO NOT DELIVER OR INSTALL ITEMS UNTIL BUILDING AND ROOMS 15 RECEIVING SUCH ARE COMPLETED AND THOROUGHLY DRY AND FREE OF C. FABRICATE AND ERECT TRUE, PLUMB AND SQUARE AS SPECIFIED PROCEDURES. CLEARANCES AND TOLERANCES. EQUAL. AND AS DETAILED AND PER MANUFACTURER'S RECOMMENDATIONS. _U EXCESSIVE MOISTURE. C. ALL JOINTS BETWEEN FRAMING AND BUILDING STRUCTURE SHALL BE D. INSTALL SEALANTS RECOMMENDED BY MANUFACTURER WHICH ARE :1:11 _�g 0 (In x 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 AT DRYWALL AND METAL STUD PARTITIONS. :3 PART1 - GENERAL CONTRACTORS OPTION. D. INSTALL SEALANT AND BACKING MATERIALS AT PERIMETER OF E. REMOVE GLAZING MATERIALS FROM FINISH SURFACES. C> 1. DOORS - 13/4" THICK FLUSH MOUNTED "TYPE B" AS C) A. PROVIDE AND INSTALL WOOD FURRING, BLOCKING, GROUNDS AND C. INSTALL ITEMS IN A RIGID, STRAIGHT, PLUMB, LEVEL MANNER FRAME. F. REMOVE LABELS AFTER WORK IS COMPLETE. CLEAN GLASS AND < 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. A. FURNISH AND INSTALL FINISH HARDWARE FOR INTERIOR AND 08835 MIRROR AT WEATHER AREAS, AND IN CONTACT WITH CONCRETE SHALL BE E. CUTTING AND REPAIRING OF THIS WORK FOR ACCOMMODATION b. PROVIDE 8 GA. REINFORCEMENT AT HINGES, AND 14 GA. EXTERIOR DOORS, ROLLING GRILLES AND WINDOWS. WS. PART 1 - GENERAL PRESSURE TREATED. OF WORK BY OTHERS SHALL BE DONE AS PART OF MILLWORK REINFORCEMENT AT LOCK AND CLOSERS. B. SEE DOOR SCHEDULE FOR SPECIFIC ITEMS, MANUFACTURERS AND A. FURNISH AND INSTALL CUSTOM FITTED MIRRORS INCLUDING 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 AM (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. STANDARDS FOR HARDWARE INSTALLED ON WOOD DOORS. PROJECT MANAGER. Revisions: ASSOCIATION UNDER WHICH IT WAS PRODUCED. G. PROTECT FINISHED WORK UNTIL ACCEPTANCE, PROTECTION OF REINFORCEMENT AT LOCK AND CLOSERS. D. FIRE RATED HARDWARE SHALL FOLLOW GUIDELINES AS B. CONSULT NAMM (NATIONAL ASSOCIATION OF MIRROR Mark Date By a. PRESERVATIVE TREATMENT FOR WOOD SPECIFIED ELSEWHERE. OWNERS COMPLETED MILLWORK SHALL BE RESPONSIBILITY OF GC. b. INSTALL ADJUSTABLE JAMB ANCHOR 4" DOWN FROM HEAD AND ESTABLISHED BY: MANUFACTURING) FOR TIPS FOR CARE AND HANDLING OF MIRRORS. A 1/29/21 STAFF 1) PERFORMANCE REQUIREMENTS: WELDED-IN BASE ANCHOR AT EACH JAMB. 1. NFPA 80 - FIRE DOORS AND WINDOWS. C. PRODUCT: 90%DESIGN REVIEW SET a) MOISTURE CONTENT: AFTER TREATMENT, THE MAXIMUM MOISTURE 06424 LAMINATES 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 - GENERAL PART 2 - PREPARATION /EXECUTION 3. NFPA 252 - FIRE TESTS OF DOOR ASSEMBLIES. OTHERWISE, ALL EDGES SHALL BE POLISHED. A 2112121 STAFF i. LUMBER, 2 INCHES AND LESS IN THICKNESS: 19 PERCENT. A. INSTALL HIGH PRESSURE LAMINATES AS SPECIFIED IN FINISH A. INSTALL FRAMES IN ACCORDANCE WITH SDI-100. 4. UL 10B - SAFETY FIRE TESTS OF DOOR ASSEMBLIES. D. MIRROR ADHESIVE: CHEMICALLY COMPATIBLE WITH MIRROR 100%BID/L.L.REVIEW SET ii. PLYWOOD.- 15 PERCENT SCHEDULE AND AS DETAILED IN DRAWINGS. B. COORDINATE WITH WALL CONSTRUCTION FOR ANCHOR 5. UL 305 - SAFETY PANIC HARDWARE. COATING AND WALL SUBSTRATE. 2/18/21 STAFF b) FLAME SPREAD: FIRE RETARDANT TREATED MATERIALS TO HAVE FLAME PLACEMENT. E. FURNISH OWNER WITH MAINTENANCE DATA, MAINTENANCE PART 2 - PREPARATION / EXECUTION A PERMIT SPREAD RATING OF 25 OR LESS INA 30 MINUTE TEST WITH NO EVIDENCE PART 2 - PREPARATION / EXECUTION C. COORDINATE INSTALLATION OF FRAMES WITH INSTALLATION OF PROCEDURES, MANUFACTURERS WARRANTIES AND SPECIAL TOOLS. OF SIGNIFICANT PROGRESSIVE COMBUSTION, ASTM E 84, ADDITIONALLY, A. FOLLOW MANUFACTURERS GUIDELINES AND RECOMMENDATIONS DOORS AND HARDWARE AS SPECIFIED IN DOOR SCHEDULE AND ON F. FINISHES: AS NOTED ON PLANS AND SCHEDULES. A. VERIFY AREAS RECEIVING MIRRORS ARE WITHIN TOLERANCES AND A 9/17/21 STAFF FOR ADHESIVE AND SUBSTRATE PREPARATION. DRAWINGS. ARE READY TO RECEIVE MATERIAL. REVISED RESPONSIBILITIES TENANT TO PROVIDE FLAME FRONT NOT TO PROGRESS MORE THAN 10 112 FEET BEYOND B. SEE MILLWORK SECTION FOR TYPICAL NOTES AND REFERENCES. FOLLOW DOOR HARDWARE INSTITUTE (DHI) GUIDELINES. G. KEYING B. PLACE PLUMB AND LEVEL WITHOUT VISIBLE DISTORTION. LANDLORDS SCOPE OF WORK. CENTER LINE OF BURNER AT ANY TIME. 1. GENERAL CONTRACTOR TO COORDINATE KEYING AND MASTER C. STORE, PROTECT, AND INSTALL MIRRORS IN ACCORDANCE WITH A 9/20/21 STAFF Q SMOKE DEVELOPED: INTERIOR FINISH AND TRIM MATERIALS, WHERE KEYING WITH CONSTRUCTION MANAGER. SPECIFIED, TO HAVE FIRE RETARDANT TREATMENT CONFORMING TO END OF DIVISION 08110 INSULATED STEEL DOORS 2. GENERAL CONTRACTOR TO INSTALL CONSTRUCTION CORES NAMM. RESUBMIT REVISIONS FOR PERMIT ABOVE REQUIREMENTS FOR "FLAME SPREAD" PLUS SMOKE DEVELOPED DIVISION 07000 - THERMAL AND MOISTURE PROTECTION PART 1 - GENERAL DURING CONSTRUCTION AND REPLACE WITH PERMANENT AT END OF D. SET MIRRORS WITH EDGE CLEARANCE FREE OF SURROUNDING 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 PART - 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. SPECIFICATIONS AND THAT MOISTURE CONTENT, AFTER TREATMENT, SEE MEP SPECIFICATIONS AND DRAWINGS. (R=7.7): SDI-100 GRADE AS MANUFACTURED BY STEELCRAFT, CINCINNATI, I. MANUFACTURERS: DOES NOT EXCEED SPECIFIED LIMITS; INCLUDE CHEMICAL USED AND B. BATT INSULATION OHIO, OR EQUAL. 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 3 112" MIN. THERMAL BATT TYPE INSULATION BAKED ON PRIMER READY TO RECEIVE PAINT. EXTERIOR DOORS TO RECEIVE TAMPERPROOF BUTTS AND/OR LATCH 'QUALITY MARK" OF ASSOCIATION HAVING JURISDICTION OVER THE AT EXTERIOR WALLS OR AS SOUND ATTENUATION BLANKET WHERE a. SEE DOOR SCHEDULE FOR REQUIRED HARDWARE. GUARDS. 09120 CEILING SUSPENSION SYSTEMS C 0 R T L A N 0 TREATMENT. SHOWN AND AS SPECIFIED ON DRAWINGS. b. PROVIDE 14 GA. REINFORCEMENT AT CLOSER AND LOCKS AND 8 2. LOCKSETS/LATCHES: SCHLAGE D-SERIES, SPARTA DESIGN w/ROSE, PART 1 - GENERAL M 0 R G A V ALL CERTIFICATES TO BE COPIED TO NEXTORE PROJECT MANAGER. 2. EXTEND FROM FLOOR TIGHT TO ROOF DECK ABOVE. GA. REINFORCEMENT AT HINGES. OR EQUAL. LOCKSETS TO RECEIVE INTERCHANGEABLE CORE CYLINDERS A. PROVIDE ACOUSTICAL PANEL CEILINGS WITH EXPOSED SUSPENSION ARCH IT E C T C. DELIVER TREATED MATERIALS BUNDLED AND MARKED TO IDENTIFY 3. FURNISH AND INSTALL .004 MIL. VISQUEEN VAPOR BARRIER AT 2. FRAME - 12 GA. COLD ROLLED STEEL, ARC WELDED AT CORNERS TO ACCEPT "BEST CORE". SEE KEYING NOTES THIS SECTION. GRID, AS SHOWN ON THE DRAWINGS. AND GROUND SMOOTH AS MANUFACTURED BY STEELCRAFT OR EQUAL. B. SUSPENSION SYSTEM AND ACOUSTIC PANELS AS LISTED ON 711 N. FIELDER RD. TREATMENT. EXTERIOR WALLS ON WARM SIDE OF STUDS. 3. CLOSERS: NORTON - POWER ADJUSTABLE CLOSER FOR BARRIER ARLINGTON, TX 76012 FRAMES TO BE PHOSPHATIZED AND RECEIVE ONE COAT BAKED ON REFLECTED CEILING PLAN SHEET AND RESPONSIBILITY SCHEDULE. PH: (817) 635-5696 d. STORE TREATED MATERIALS FOR EASY IDENTIFICATION AND C. GENERAL CONTRACTOR TO PROVIDE AND INSTALL PRIMER READY TO RECEIVE PAINT. FREE OPERATION. SERIES 8301 BF OR EQUAL. C. REFER TO DRAWINGS FOR LOCATION OF SPECIFIED MATERIALS AND FAX: (817) 635-5699 PROTECT FROM MOISTURE; PROVIDE WELL VENTILATED DRY STORAGE. WATERPROOFING MEMBRANE OVER ENTIRE FLOOR OF REST ROOMS a. PROVIDE 14 GA. REINFORCEMENT AT CLOSER AND LOCKS AND 8 4. THRESHOLDS, SWEEPS AND WEATHER STRIPPING: FINISHES. WHERE REQUIRED BY CODES, CEILING ASSEMBLIES ARE TO Seal e. HANDLE TREATED MATERIALS IN ACCORDANCE WITH AWPA BELOW FINISH FLOORING AND UP WALL A MIN. 4". (ONLY WHERE REST GA. REINFORCEMENT AT HINGES. THERMAL BARRIER SADDLE THRESHOLD - PEMKO #252X2AFG, CONFORM WITH UNDERWRITERS LABORATORIES DESIGN FOR ONE HOUR STANDARDS. IN ADDITION TO USED IN TREATMENT, FURNISH ADDITIONAL ROOMS ARE LOCATED ABOVE ANOTHER FLOOR.) APPLY PER b. INSTALL MINIMUM THREE (3) JAMB ANCHORS AND BASE ANCHORS MAXIMUM HEIGHT 112", OR EQUAL. 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. PART 2 - PREPARATION/EXECUTION CORTLAIND MORGAN M-4. WATERPROOF MEMBRANES. GC IS RESPONSIBLE TO HAVE LL INSPECT AND PART 2 - PREPARATION / EXECUTION 5. STOPS, KICKPLATES AND SILENCER; A. AT TIME OF COMPLETION, DELIVER TWO PACKAGES OF ACOUSTICAL PANELS APPROVED ALL SUCH INSTALLATIONS. A. INSTALL FRAMES IN ACCORDANCE WITH SDI-100. WALL STOP - IVES #407, OR EQUAL TO THE TENANT OF EACH TYPE OF MATERIAL USED, FOR FUTURE REPLACEMENT USE. ARUINGTON ILMI D. G.C. SHALL SLEEVE, FIRESTOP, FLASH AND CAULK ALL B. COORDINATE WITH MASONRY WALL CONSTRUCTION FOR ANCHOR FLOOR STOP IVES #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 PLACEMENT. DOOR SILENCER IVES #20, OR EQUAL ATTACHMENT DEVICES FOR FIVE (5) TIMES DESIGN LOAD. HANGER WIRE SHALL BE PENETRATE THE SLAB AT THESE OPENINGS. SUCH SLEEVES SHALL BE KICKPLATE - IVES #8400, 8" HIGH X FULL WIDTH OF DOOR, OR GALVANIZED CARBON STEEL, ASTM A641, SOFT TEMPER, PRE-STRETCHED, 12 GA 0 C. COORDINATE INSTALLATION OF FRAMES WITH INSTALLATION OF PO INSTALLED ACCORDING TO THE LANDLORD STANDARD DETAILS HARDWARE SPECIFIED IN DOOR SCHEDULE. EQUAL SCREW TO MATCH KICKPLATE. ONE-WAY VIEWER (PEEP) - IVES MINIMUM. Architect/Engineer Job No.: 07900 JOINT SEALERS / CAULKING PART 2 - PREPARATION / EXECUTION GOVERNING REGULATIONS, FIRE-RESISTANCE RATING REQUIREMENT AND WITH FOLLOW DOOR HARDWARE INSTITUTE (DHI) GUIDELINES. #696, OR EQUAL. C. COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND WITH 21-005 PART 1 - GENERAL 08400 ALUMINUM ENTRANCES AND STOREFRONTS A. COORDINATE THE WORK WITH OTHER DIRECTLY AFFECTED INDUSTRY STANDARDS APPLICABLE TO THE WORK. Nextore Store Design Revision No.: A. PROVIDE AND INSTALL EXPANSION JOINT MATERIAL, SEALANTS PART 1 - GENERAL SECTIONS INVOLVING MANUFACTURE OR FABRICATION OF INTERNAL D. INSTALL SUSPENSION SYSTEM TO COMPLY WITH ASTM C 636, WITH AND JOINT BACKING FOR JOINTS BETWEEN DISSIMILAR MATERIALS. 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. SILICONE SEALANTS (TYPE S): ASTM C920, SINGLE COMPONENT, 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" CAULKING. COLOR NON-SAGGING, NON-STAINING, NON-BLEEDING; FOR USE AS GENERALMATCH ADJACENT SURFACES. MANUFACTURER BY Number ALUMINUM GLAZING FRAMES COMPLETE WITH ACCESSORIES AND GLASS AND DIMENSIONS ARE AS INDICATED. ALONG EACH CARRYING CHANNEL OR DIRECT-HUNG RUNNER. SECURE Nextore project 82260 TO GE SILICONES OR EQUAL.2. JOINT BACKING: ROUND, OPEN CELL AS DETAILED ON THE DRAWINGS AND RESPONSIBILITY SCHEDULE. C. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S WIRE HANGERS BY LOOPING AND WIRE TYING, EITHER DIRECTLY TO Brand Design Type: POLYETHYLENE FOAM ROD. 1. ALUMINUM/TEMPERED GLASS ENTRANCE DOORS. INSTRUCTIONS. STRUCTURES OR TO INSERTS, EYE-SCREWS, OR OTHER DEVICES WHICH SGH 4.5 G+ REFER TO STOREFRONT ELEVATIONS, DETAIL AND DOOR SCHEDULE FOR D. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER. ARE SECURE AND APPROPRIATE FOR SUBSTRATE. 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 IXI 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 Title 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 /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". Date Sheet THRESHOLD - MILL FINISH ALUMINUM MAXIMUM 112" HIGH MANUFACTURE. ASSOCIATION) FOR INSULATED GLASS. 1129121 Drawn By STAFF G004 Checked By Cm DESIGN & CONSTRUCTION SPECIFICATIONS (3 O F 4) MANAGEMENT: 09250 GYPSUM BOARD SYSTEMS D. LAY OUT TILE PATTERN WITH THE STARTING POINT AS INDICATED 09700 LAMINATED WOOD FLOORING 10800 TOILET ROOM ACCESSORIES loom I 0 4000 LUxoni"I Place,Maven,OH 45040 •+1(83)765-6000 Br LEVEL 5 GYPSUM BOARD FINISH SPECIFICATION- ON "FINISH PLAN AND SCHEDULE" PAGE, WITH EVEN JOINT ON ALL PART 1 - GENERAL PART - GENERAL 0 6 Crea��Brook East Granby,CT 06026 0+1(860)413-9700 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 43757 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 11000 - 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 DRAWINGS AND AS SPECIFIED. INSTALL ALL MATERIALS PER AS SHOWN AND SPECIFIED ON THE DRAWINGS. PART1 - GENERAL :3 C) B. PREPARE SUBFLOOR OR EXISTING FLOOR SYSTEM AS 0 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 " 'IT RECOMMENDED BY MANUFACTURER. 00 WITH ALL LOCAL CODES REQUIREMENTS . WALLS IN AREAS TO RECEIVE VINYL TILE FLOORING, AS SPECIFIED ON C. INSTALL POLYETHYLENE FILM ON CONCRETE SUBFLOOR. PLACEMENT WITH THE WORK OF ALL OTHER TRADES AND MAKE M B. GYPSUM DRYWALL: ALL GYPSUM BOARD TO BE 5/8" TYPE "X" AS DRAWINGS. ADJUSTMENTS AS REQUIRED TO ACCOMMODATE LOCATIONS OF U 0 D. INSTALL "WHISPERWALK". t NOTED ON NEW CONSTRUCTION PLAN. REST ROOMS TO RECEIVE C. SEE FINISH SCHEDULE FOR SPECIFIC COLORS AND MANUFACTURER. EQUIPMENT. e x 0 E. PROVIDE ADEQUATE EXPANSION SPACE AT PERIMETER, COLUMNS, Ln MOISTURE RESISTANT GYPSUM BOARD. AND AT ALL ALL OTHER OBSTRUCTIONS. B. ALL EQUIPMENT WORK SHALL COMPLY WITH ALL GOVERNING C. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE PER PART 2 - PREPARATION / EXECUTION BUILDING CODES AND LOCAL F. INSTALL SPECIFIED BASE OR TRIM AT PERIMETER, COLUMNS, AND AT tin U MANUFACTURERS RECOMMENDATIONS. REFER TO SEC-EON 03732 "CONCRETE REPAIR / PREPARATION". AND TO C. EQUIPMENT SHALL BE FURNISHED, UNLOADED, UNPACKED OR i2 ALL OTHER OBSTRUCTIONS. 00- D. PROVIDE MATERIALS, JOINT COMPOUNDS, TRIM, EDGES, BEADS, ETC. SECTION 07200 "INSULATION AND WATERPROOFING" UNCRATED AND PLACED ACCORDING TO THE CONSTRUCTION >, m G. GENERAL CONTRACTOR TO BROOM CLEAN FLOORING AS IT IS FROM A SINGLE SOURCE SUPPLIER. ALL TRIM SHALL CONSIST OF A A. PREP SLAB AS REQUIRED TO RECEIVE NEW VINYL TILE. DOCUMENTS. PROTECT FLOORING IMMEDIATELY WITH BROWN KRAFT STALLED. �9 0 LIn x TAPERED, GROOVED, AND PREPUNCHED FIN FOR SCREW ATTACHMENT B. FILL ALL CRACKS, JOINTS, ETC. IN SUB-FLOOR WITH CRACK FILLER IND PAPER AND INSTALL MASONITE, ORIENTED STRAND BOARD OR OTHER AND TO ACCEPT BONDING AGENT. ALL BUTT JOINTS ARE TO BE NEAT APPROVED BY FLOORING MANUFACTURER. INSTALL ALL MATERIALS WITH PROTECTIVE FLOOR PANELS OVER ENTIRE WOOD FLOOR. PART 2 - PREPARATION / EXECUTION V) C:) WITH TIGHT JOINTS, AND ALL CORNERS ARE TO BE MITERED. ALL EDGES, WATERPROOF TYPE ADHESIVES AS RECOMMENDED BY FLOORING A. GENERAL CONTRACTOR'S INSTALLATION OF TENANT SUPPLIED Cn CD < 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. MERCHANDISE INSTALLATION. E. JOINT TREATMENT: U.S. GYPSUM OR GOLD BOND SYSTEM OF C. SLOPE FLOOR TILE TO DRAINS. SUBSTRATE MUST ALSO BE SLOPED I. FLOOR CLEANUP: FOLLOWING COMPLETION OF WORK BY OTHER B. GENERAL CONTRACTOR SHALL NOTIFY THE CONSTRUCTION COMPOUNDS AND PERFORATED TAPE. TO DRAIN. TRADES, THE PROTECTIVE COVERING PLACED AFTER INSTALLATION MANAGER IMMEDIATELY OF ANYDAMAGE TO THE EQUIPMENT PRIOR TO 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 SHOULD BE REMOVED; FOLLOWED BY SWEEPING, VACUUMING AND/OR INSTALLATION. WITH ENDS AND EDGES OCCURRING OVER FIRM BEARING. TURNOVER. DRY MOPPING TO REMOVE ALL LOOSE DEBRIS. C. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL HOOKUP 2. WALLS, CEILINGS AND SOFFITS, AND ALL TRANSITIONS IN SAME, OF ALL EQUIPMENT, INCLUDING ALL MECHANICAL, PLUMBING AND SHALL BE 09652 WOOD FLOORING ELECTRICAL WORK. GIVEN A SMOOTH FINISH. PART - GENERAL 09910 PAINTING AND FINISHING D. ALL EQUIPMENT MANUALS, INSTRUCTION BOOKLETS AND 3. CORNER BEADS SHALL BE APPLIED TO ALL EXTERNAL ANGLES IN A. FINISHED WOOD FLOOR AS SPECIFIED IN FINISH AND PART 1 - GENERAL WARRANTY INFORMATION SHALL BE NEATLY BOUND AND TURNED OVER Revisions: STRICT ACCORDANCE WITH THE MANUFACTURERS DIRECTIONS. INSTALL RESPONSIBILITY SCHEDULES. INSTALLED PER MANUFACTURER'S PRINTED A. THE INTENT IS TO PROVIDE A SATISFACTORY FINISH TO ALL PARTS OF THIS TO THE CONSTRUCTION MANAGER PRIOR TO THE TURNOVER. Mark Date By CASING BEADS AT ALL EDGES OF DRYWALL WORK EXCEPT WHERE INSTRUCTIONS AND RECOMMENDATIONS. PROJECT. FINISH APPEARANCE MUST BE UNIFORM, SMOOTH, AND FREE OF ANY A B. MATERIALS SHALL BE LISTED WITH UNDERWRITERS LABORATORIES RUNS, SAGS, AND DEFECTIVE BRUSHING OR SPRAYING. COVER ALL SURFACES 11110 MISCELLANEOUS 91/29/21 STAFF 0% ESIGN REVIEW SET D TERMINATION IS COVERED BY OTHER FINISH. CASING BEADS SHALL BE AS TO FIRE AND SLIP RESISTANCE. THOROUGHLY IF THE NUMBER OF COATS RECOMMENDED BY MANUFACTURER DOES PART 1 - GENERAL MITERED AT CORNERS AND INSTALLED NEATLY, FINISHED WITH C. ARCHITECTURAL 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 A 2/12/21 STAFF 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. GUARDS WITH WHITE ADHESIVE, UNLESS OTHERWISE SPECIFIED, WHERE 100%BID/L.L.REVIEW SET SHALL BE USED. B. USE ONLY THE PAINT AND RELATED MATERIALS SPECIFIED BY THE INDICATED ON DRAWINGS. 4. JOINTS BETWEEN BOARDS SHALL BE REINFORCED WITH TAPE PART 2 - PREPARATION / EXECUTION MANUFACTURER. SEE FINISH SCHEDULE FOR SPECIFIC COLORS. ALTERNATES ARE A 2/18/21 STAFF EXCEPT WHERE CONTROL JOINTS ARE REQUIRED. TAPE FIELD JOINTS, A. GENERAL CONTRACTOR TO RECEIVE AND STORE MATERIAL. G.C. NOT PERMITTED. END OF DIVISION PERMIT 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 INSTALLATION TO ACCLIMATE PRODUCT TO TEMPERATURE AND PART 2 - PREPARATION{EXECUTION A 9/17/21 STAFF WITH BEDDING COMPOUND AND TAPER TO FEATHER EDGES. FILL SCREW A. CLEAN ALL SURFACES TO BE PAINTED FREE OF LOOSE DIRT AND DUST BEFORE REVISED RESPONSIBILITIES TENANT TO PROVIDE 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 LANDLORDS SCOPE OF WORK EDGES. ALLOW TO DRY. APPLYING FINISHES. WHERE RUST OR SCALE IS PRESENT, WIRE BRUSH OR SAND A 9R0121 STAFF S. COVER TAPED AND FILLED JOINTS AND FILLED SCREW HEAD REFER TO SECTION 03732 "CONCRETE REPAIR / PREPARATION". AND TO CLEAN BEFORE APPLYING FINISH. RESUBMIT REVISIONS FOR PERMIT 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 Architect/ Engineer of Record 6. SAND JOINT AND SCREW HEAD AREAS LIGHTLY BETWEEN COATS INSTALLED. PROTECT FLOORING IMMEDIATELY WITH KRAFT PAPER AND BEFORE APPLYING SECOND COAT, TO PRODUCE AND EVEN RESULT IN THE FINISH 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 L A N 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 G 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 711 N. FIELDER RD. MARBLE, OR AS SHOWN ON DRAWINGS. DRY MOPPING TO REMOVE ALL LOOSE DEBRIS. ITEMS. ARLINGTON, 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 FAX: (817) 635-5699 LANDLORD AND SITE CONDITIONS (COORDINATE SIZE REQUIREMENTS, NUMBER OF 09680 CARPET UNLESS OTHERWISE NOTED OR DIRECTED. Seal PANELS REQUIRED AND LOCATIONS WITH LANDLORD AND ALL MECHANICAL PART - GENERAL G. SAND ENAMELED FINISHES APPLIED TO WOOD OR METAL BETWEEN COATS TRADES). A. CONDITION CARPET AND ADHESIVES FOR AT LEAST 48 HOURS AT A WITH FINE SANDPAPER TO PRODUCE EVEN SMOOTH FINISH. 2. ACCESS PANELS SHALL BE FLUSH TYPE (NO EXPOSED FLANGES) STYLE AS MINIMUM TEMPERATURE OF 65 DEGREES FAHRENHEIT. THE FLOOR MANUFACTURED BY: INTEX FORMS INC. - GLASS FIBER (GFRG) FLUSH ACCESSSHOULD ALSO BE CONDITIONED AT A TEMPERATURE ABOVE 65 DEGREES F H. MAKE FINISH WORK UNIFORM, SMOOTH, FREE OF RUNS, SAGS AND CORTLAND h1l ORGAN PANEL. 9 PHONE NUMBER: 916-388-9933, EMAIL ADDRESS; SALES@INTERFORMS.COM FOR AT LEAST 24 HOURS PRIOR TO INSTALLATION. THE FLOOR MUST BE DEFECTIVE BRUSHING OR SPRAYING. MAKE EDGES ADJOINING OTHER a 11-i SWEPT FREE OF DUST AND DEBRIS. MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. cA ARLINGTON,TEXAS (SIZE AS REQUIRED) 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 ov 0 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 Architect/Engineer Job No.: 09300 TILE AND MARBLE LINOLEUM. CLEAR OFF ALL THE DEBRIS, DIRT OR ANYTHING ELSE THAT ARE INSTALLED AND STORE IS CLEANED, CONTRACTOR TO WALK SITE 21-005 PART - 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 0 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. Date Sheet B. CONFORM TO REQUIREMENTS UNDER AMERICAN NATIONAL WITH SEAM ADHESIVE. B. SECURE MOUNTING BRACKETS TO STRUCTURE, SQUARE AND PLUMB, TO 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: ND� ORE DIVISION 15000A- PLUMBING DIVISION 150006 - MECHANICAL DIVISION 16000 - ELECTRICAL 1. BRANCH CIRCUIT LOAD CENTERS SHALL BE DEAD FRONT TYPE, WITH - � PART 1 - GENERAL I. GENERAL PROVISIONS MAIN LUGS OR MAIN OVERCURRENT DEVICE AS INDICATED, BRANCH �66Crea�Bro*East ca Place, Grar*Cr06026 n,OH 45040 0.1(6D)413-9700 _ PART I- GENERAL OVERCURRENT DEVICES AS NOTED AND AN EQUIPMENT GROUND BAR, ALL IN A. GENERAL CONDITIONS, CODES & STANDARDS A. GENERAL CONDITIONS, CODES & STANDARDS A. GENERAL CONDITIONS, CODES &STANDARDS A FLUSH MOUNTED SHEET STEEL ENCLOSURE. MINIMUM SHORT CIRCUIT STORE #37 57 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. Tigard, OR 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 I5 TO BE INSTALLED WHERE IT CONFLICTS WITH LOCAL CODE ENFORCEMENT. 2. LOAD CENTERS SHALL BE AS MANUFACTURED BY SQUARE D, GENERAL 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. ELECTRIC, ITE/SIEMENS AND WESTINGHOUSE/CUTLER HAMMER. Space: W14A 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, A. FIXTURES 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 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 TOOLS NECESSARY TO COMPLETE THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS PART 3 - EXECUTION 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 SCOPE 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 o CD 2. DURING BIDDING: MISCELLANEOUS EQUIPMENT REQUIRED TO COMPLETE THE WORK IS IN THE MECHANICAL DEVICES, DISTRIBUTION EQUIPMENT AND STARTERS SHALL BE FIELD MARKED CONTRACTOR'S SCOPE - ASSUME NO WORK OR EQUIPMENT IS PROVIDED BY OTHERS B. SCOPE OF WORK o 2.1. VERIFY THE EXISTING CONDITIONS AND COMPENSATE FOR ANY VARIATIONS IN THE TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARC FLASH HAZARDS SCOPE AS A RESULT. UNLESS STATED AS SUCH. IN ACCORDANCE WITH NEC 110.16. o O 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 ELECTRICAL3. INSTALL HANDLE GUARDS ON ALL BREAKERS FOR NIGHT LIGHTING, x 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. o 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 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. WORK WHEN THERE IS UNCERTAINTY ON WHAT WORK IS TO BE PERFORMED. 2. DURING BIDDING: S. THE FINAL LOCATIONS OF ALL EQUIPMENT, OUTLETS, ETC. SHALL BE C. DOCUMENTSSUBJECT TO REASONABLE CHANGES IN LOCATION UP TO THE TIME OF 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 THE � V1 o 1. SUBSTITUTIONS DIRECTIONS THAT YOU HAVE IDENTIFIED. SCOPE AS A RESULT. ROUGHING-IN, AT NO ADDITIONAL COST TO THE TENANT. s, 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 V ! o DOCUMENTS ARE FOR THE PURPOSE OF DESCRIPTION AND TO ESTABLISH A BASE LEVEL OF C. DOCUMENTS CONTRACTOR, ADVISE ENGINEER PROMPTLY FOR A RESOLUTION. DO NOT PROVIDE 1. GROUNDING OF THE ELECTRICAL SYSTEM SHALL BE BY MEANS OF AN d o 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 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 3, AS PART H THE BIDDING PROCESS, REPORT TO THE TENANT ANY ERRORS OR UNCLEAR REQUIRED TO MEET CODE SUCH AS ARTICLE 517). DIRECTIONS THAT YOU HAVE IDENTIFIED. Q ( 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. 1. TEST FOR GROUNDS, SHORT CIRCUITS, AND PROPER FUNCTION OF ALL 2. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE SYSTEMS CAN BE OF ANY C. DOCUMENTS EQUIPMENT AFTER INSTALLATION IS COMPLETE. FAULTS IN THE INSTALLATION D. CONSTRUCTION COORDINATION RECOGNIZED MANUFACTURE PROVIDED THESE ITEMS MEET MINIMUM STANDARDS AS SET SHALL BE CORRECTED AT NO COST TO THE TENANT. IN THESE SPECIFICATIONS. 1. SUBSTITUTIONS D. DEMOLITION " 1. DURING BIDDING YOU VISITED THE SITE. WORK WITH THE GENERAL CONTRACTOR TO 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. hark 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. 1129/21 STAFF CAUTION IN THE PERFORMANCE OF ALL WORK TO AVOID DISTURBING SUCH FACILITIES. ALL COORDINATE ANY CONFLICTS WITH EXISTING CONDITIONS. THIS WORK SHALL BE 9096 DESIGN REVIEW SET 2 COSTS FOR REPAIR OF DAMAGES TO SUCH SERVICES SHALL BE PAID BY THE GENERAL PROVIDED AT NO ADDITIONAL COST TO THE TENANT. . MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE SYSTEMS CAN BE OF ANY CONTRACTOR CAUSING THE DAMAGE. 2. GENERAL CONTRACTOR SHALL LOCATE,IDENTIFY AND PROTECT ANY EXISTING RECOGNIZED MANUFACTURE PROVIDED THESE ITEMS MEET MINIMUM STANDARDS AS SET 2112/21 STAFF IN THESE SPECIFICATIONS. loo%BID 1L.I.REVIEW SET SERVICES WHICH ARE REQUIRED TO BE MAINTAINED OPERATIONAL AND SHALL EXERCISE 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 2/18121 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 COLD WATER SUPPLY LINES. VALVES, ESCUTCHEONS, FITTINGS, ETC. MUST CONTRACTOR TO COORDINATE ANY CONFLICTS WITH EXISTING CONDITIONS. Q REXASE STAFF - H. INSULATION REVISED RESPONSIBILITIES TENANT TO PROVIDE BE CHROME PLATED. WHERE EXPOSED, CHROME PLATED PIPE IS TO BE THIS WORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE TENANT. LANDLORDS SCOPE OF WORK. USED. A. GENERAL 2. GENERAL CONTRACTOR SHALL LOCATE, IDENTIFY AND PROTECT ANY 0 9/20/21 STAFF 2. ALL ABOVE GROUND PIPING SHALL BE INSULATED WITH FIBERGLASS EXISTING SERVICES WHICH ARE REQUIRED TO BE MAINTAINED OPERATIONAL RESUBMIT REVISIONS FOR PERMIT 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 DUCTWORK AND PIPING SHALL BE INSULATED FIBERGLASS FITTINGS AND COVERED WITH A PRE-FORMED PVC FITTING PART 2 - PRODUCTS COVER. VI. AIR DISTRIBUTION A. WIRING DEVICES 1. DUPLEX RECEPTACLES SHALL BE GROUNDING TYPE, NEMA 5-20R, RATED C 0 R T L A N D PART 3 - EXECUTION A. AIR DISTRIBUTION FOR 20 AMPS, 125 VOLTS, WITH PROVISIONS FOR BACK AND SIDE WIRING. M 0 R 6 A N 1.1. SPECIFICATION GRADE DUPLEX RECEPTACLE SHALL BE HUBBELL #5362 A R C H I 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. 1. THE ENTIRE PLUMBING INSTALLATION, MATERIALS, EQUIPMENT, ETC. GALVANIZED STEEL CONSTRUCTION AND SHALL BE INSTALLED IN BE PROVIDED WHERE INDICATEDARLINGTON, Tx 76012 . ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA MANUAL AND PH: (817) 635-5696 SHALL CONFORM TO THE REQUIREMENTS OF THE LOCALLY ENFORCED SEALED. 2. SWITCHES SHALL BE TOGGLE OPERATED, QUIET TYPE, RATED FOR 20 FAX: (817) 635-5699 THREE WITH PROVISIONS FOR BACK AND SIDE WIRING 120/277 VOLTS, . CODES AND STANDARDS. 2. CHANGES IN DUCT SIZES SHALL BE MADE BY UNIFORM TAPER SECTION AMPS, Seal 1.1. VERIFY FINAL ROUGH IN WITH ARCHITECT PRIOR TO WALL WITH A MAXIMUM INCLUDE ANGLE OF DIVERGENCE OF 15DEGREES. WAY AND FOUR WAY SWITCHES SHALL BE PROVIDED WHERE INDICATED. INSTALLATION. 2.1. SINGLE POLE SWITCHES SHALL BE LEVITON #1221 SERIES OR APPROVED 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. DUCTWORK BUT ITS USE IS LIMITED TO STRAIGHT HORIZONTAL OR VERTICAL PIPING IN FINISHED AREAS IS NOT ACCEPTABLE. RUNS. ALL CHANGES OF DIRECTION IN A DUCT SYSTEM (GALVANIZED OR 2.2. THREE POLE SWITCHES SHALL BE LEVITON #1223 SERIES OR APPROVED CGRTLA1IT14,oRGAN 3. ALL EXPOSED OR ACCESSIBLE P-TRAPS MUST BE PROVIDED WITH FLEXIBLE) SHALL BE MADE WITH AN APPROPRIATE GALVANIZED ELBOW. EQUAL, SILENT ACTUATING, 20-AMP, 120/277V, WHITE. BOTTOM CLEANOUT PLUGS. MAXIMUM LENGTH OF ANY FLEXIBLE DUCT IS 5'-0". 3. DIMMERS SHALL BE LEVITON SLIDING DIMMER SWITCH, OF A RATING, ARLIa�GTON, 1EX,4S e 4. INSULATE EXPOSED P-TRAPS, HOT AND COLD VALVES AND PIPING 4. FLEXIBLE DUCTS TO DIFFUSERS: MAXIMUM LENGTH OF FLEXIBLE DUCT VOLTAGE AND WATTAGE SUITABLE FOR LOAD SERVED. COLORS OF DEVICES SERVING HANDICAPPED LAVATORIES. TO DIFFUSER TO BE 5'-0". AND COVERPLATES SHALL WHITE. OP5. 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 Job NONCOMBUSTIBLE, OR HAVE A MAXIMUM 25 FLAME SPREAD AND 50 SENSING, AVAILABLE IN 1-WAY OR 3-WAY CONFIGURATIONS. COLOR TO BE 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. 21-00055 RATED TYPE PER NFPA 70. ACTUAL AIR FLOWS AT NEWLY INSTALLED DIFFUSERS. AIR FLOW TO BE WITHIN 5. WIRING DEVICES SHALL BE SPECIFICATION GRADE. NextoreStoreDesignitevisionNo.: 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 FLOOR OR WALL. QUANTITY CANNOT BE MET, ADJUST UPSTREAM DAMPERS UNTIL IT IS MET. APPROVED EQUAL, WHITE, PLASTIC. 0-7 COORDINATE THIS WORK WITH MACY'S OPERATIONS. J � LIGHTING CONTRACTORS SHALL BE IN NEMA 1 ENCLOSURE NORMALLY OPEN N ELECTRICALLY HELD, 120V, COIL, 20A. REFER TO PLANS FORNUMBER OF POLES. Number project B. INSULATION r 82260 1. EXTEND INSULATION WITHOUT INTERRUPTION THROUGH WALLS, LIGHTING AND RECEPTACLE LOAD CENTERS (PANELS). Brand Design Tyke'. FLOORS, HANGERS AND SIMILAR PENETRATIONS. SGH 4.5 G+ 2. MAINTAIN ACCESS TO VALVES ISSUED FOR: ®Construction Title SPECIFICATIONS R 40F4 Date Sheet 1/29/21 Drawn By STAFF G006 Checked By CM DESIGN & CONSTRUCTION MANAGEMENT: 3 EXISTING WALL TYPES 2 , I GENERAL NOTES 1 KEY NOTES O RF 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 GENERAL: EXISTING SPACE CONDITIONS AT TURNOVER: ■ 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. ANY PERSON ON,ABOUT, OR ADJACENT TO THE PREMISES. THE G.C. SHALL COMPLY 1. EXISTING LEASE AREA.G.C.TO REPORT ACTUAL DIMENSIONS VS SHOWN DIMENSIONS TO PROJECT MANAGER PRIOR TO NEW WITH ALL LAWS, ORDINANCES CODES, RULES AND REGULATIONS RELATIVE TO SAFETY J. ANY EXISTING DOORS AND FRAMES TO BE REMOVED UNLESS NOTED OTHERWISE ON •=000i onmz mxe M on oe=o o • =sr3nes�coo EXISTING TENANT DEMISING PARTTIION: AND THE PREVENTION OF ACCIDENTS. PLANS; REFER TO DOOR SCHEDULE. CONSTRUCTION LAYOUT. •cc, aooa e�earo.aoso s 0sB ma3-sroo EXISTING EXPOSED 6" METAL STUDS TENANT SIDE I B. THIS DEMOLITION PLAN IS TO BE USED IN CONJUNCTION WITH THE ENTIRE SET OF K. ANY EXISTING RECEPTACLES TO REMAIN UNLESS NOTED OTHERWISE ON PLANS; REFER 2. PROVIDE AND INSTALL CONSTRUCTION BARRICADE PER MALL REQUIREMENTS. WORKING DRAWINGS. DO NOT REMOVE OR DEMOLISH ANYTHING WITHOUT VERIFYING TO ELECTRICAL DRAWINGS. 3. EXISTING NEUTRAL PIER OF THE LEFT SIDE OF THE STOREFRONT TO REMAIN. STORE 43757 - - - AND COORDINATING WITH ALL GENERAL TRADES AS TO HOW THEY RELATE TO THE 4 OVERALL PROJECT. L. REMOVE ALL WALL VINYL FROM WALLS (AS REQUIRED)AND PREP WALLS FOR NEW 4. EXISTING STOREFRONT ALUMINUM FRAMING,GLASS, PARTITIONS,AND DISPLAY PLATFORM TO BE REMOVED COMPLETE TO Washington Square FINISHES. UNDERSIDE OF MALL BULKHEAD. C. THE G.C.SHALL BE RESPONSIBLE FOR REMOVING OR DEMOLISHING EXISTING 9348 SW Washington Square Road CONSTRUCTION CT OPN WHICH HIG NT SUINTERFERE PORT E R WITH URTHEIR NEW WORK AND ANY TEMPORARY M. G.C.TOCURREINSPECT IICATIONS AND PREPAROER FOR N AND D NSURE THAT THEY ARE UP TO 5. FIELD VERIFY AND REMOVE ALL EXISTING ABANDONED TENANT WALL OR FLOOR FIXTURES.ANY EXISTING ELECTRICAL TO BEBRACING Tigard, O R 97223 CUT BELOW SLAB AND CAPPED,OR RE-ROUTED TO NEW LOCATIONS AS REQUIRED. D. NCRELECTRICAL EONETNCITSSTUB BACK AD AP AS EURD IN AREAS EfWEEPOWER LIGHTING AND NW WORK. N. G.C.TO PROVIDE AND INSTALL TEMPORARY BARRICADE PER DETAIL. SUBJECT TO 6. ALL EXISTING INTERIOR PARTITIONS TO BE REMOVED ALONG WITH ALL DOORS, FRAMES, AND HARDWARE.ALL ELECTRICAL TO Space- W 14A L CHANGE PER REQUIREMENTS-GC TO ITEMIZE COST OF BARRICADE. BE REMOVED BACK TO POINT OF SERVICE AND MADE SAFE.E. REMOVE L CTTRICAL SERVICESOFLLUSH WITH EXISTING SLAB AS REMUIRED MECHANICAL, THROUGHOUT; 7. ALL EXISTING WALL FINISHES,WALL BASE,AND FLOOR FINISHES TO BE REMOVED COMPETE THROUGHOUT THE SPACE.ALL Construction for: 4 BARRICADE NOTES REFER TO RESPONSIBILITY SCHEDULE ON SHEET G002 FOR FLOORING PREPARATION. 0. PRIORMEETTO INSTALLATION OF NEW FLOOWITH R, GC STOANDARD FOR TH,NFLOOR CONDITIOE AND NS ADHESIVES, ETC.TO BE REMOVED BACK TO SLAB. SLAB IS TO BE CLEAN, SCRAPE, GRIND ETC., SMOOTH,AND LEVEL, READY FOR F. AT THE G.C.'S OPTION, DEMOLISH OR REMOVE MORE OR LESS EXISTING WORK LATEST EDITION OF TILE COUNCIL OF AMERICA.IF THERE ARE ISSUES OR DEFICIENCIES, NEW FLOORING. BARRICADE & BARRICADE GRAPHICS: PROVIDED THAT SUCH VARIATION WILL EXPEDITE THE PROJECT AND NOT INCREASE THE CONTACT NEXTORE PROJECT MANAGER PRIOR TO INSTALLATION. • BARRICADE GRAPHICS ARE TO BE PROVIDED AND INSTALLED BY THE TENANT UPON EXPENSE TO THE OWNER OR VIOLATE ANY CODES. THESE OPTIONS SHALL BE SUBJECT 8. EXISTING TENANT DEMISING WALLS TO REMAIN. PATCH/REPAIR/PROVIDE GYP. BD.AS REQUIRED.COORDINATE WITH COMPLETION OF THE BARRICADE INSTALLATION, OR UPON FULL EXECUTION OF THE TO THE NEXTORE'S PROJECT MANAGER'S APPROVAL. CONSTRUCTION PLAN FOR DEMISING WALL REQUIREMENTS. TENANT LEASE. G. COORDINATE ANY SYSTEMS SHUTDOWNS WITH LANDLORD&INCLUDE COSTS OF • BARRICADE GRAPHICS ARE TO BE SUBMITTED TO THE TENANT COORDINATOR FOR SHUTDOWN IN THE BID. APPROVAL PRIOR TO INSTALLATION.ALL GRAPHICS ARE TO BE ORDERED THROUGH H. EXCEPT AS NOTED,G.C.SHALL INCLUDE COSTS TO CUT, PATCH AND/OR REPAIR EXISTING BOSTON BARRICADE, WORK AND EXISTING FACILITIES WHICH MAY BE DISTURBED DURING INSTALLATION OF o • ANY REQUIRED BARRICADE AND OR GRAPHICS TO BE SUPPLIED BY VENDOR OTHER THAN NEW WORK IN BID PACKAGES. a� BOSTON BARRICADE DUE TO LANDLORD REQUIREMENTS, SHALL BE COORDINATED, o SUPPLIED,AND INSTALLED BY GENERAL CONTRACTOR. C) 4-SGH4.1-AD100-REVOI 2-SGH4.1-AD1OO-REVOO I C , `B L up x 0 cf0 ® J L � : oa o �^ o ¢ o v Revisions: Mark Date By Q1/2921 STAFF 90%DESIGN REVIEW SET Q2/1221 STAFF 100%BID/Ll REVIEW SET Q211821 STAFF PERMIT Q9/1721 STAFF REVISED RESPONSIBILITIES TENANT TO PROVIDE LANDLORDS SCOPE OF WORK Q92021 STAFF RESUBMIT REVISIONS FOR PERMIT Architect/Engineer of Record LEASE DIMENSION L.D. DEMO. DEMO. DEMO. SALES AREA SALES AREA SALES AREA C 0 R T L A N 0 E�� E�� M 0 R 8 A N CLG.HT.= 11'-6" CLG.HT= 11'-6" CLG HT.- 11'-6" A R C H IT E C T 0000 5 6 7 8 5 6 7 8 Q FIELDER RD. L) ARLINGTON, ON, TX 76012 PH: (817) 635-5696 1 FAX: (817) 635-5699 1 1 I I 2 O Seal — I _ � II II F 7 F I I I I DEMO. 40 L — J L _ J L — L — J L _ J 1 - I DISPLAY PLATFORM I I I I CORTLAND MORGAN CLG.HT.= 11'-6' I y p �pLINGTON,TEXAS • Z I L — J L _ J II L _ -J L _ J L _ J II L _ J L — J L — J L _J II I I Z Y ' ° - - - - - - - - - -_- - L - - -I- - - - - J L - - - - - - - - - - -- - - - - - - - -- � I I I Qi o �oqo - - - - - - - - - - - - - - - - - - -- - - - - _ o w - - - - - - - - - - r 7�rr� - - - �—� I I II o w 0 o DEMO. Jk-p I JJ./ I I I I I —•--� c o ry Q FITTING HALL �j I I ' I I �\�� I I I I I I I I •-� a Architect/Engineer Job No.: 1 J C� II J 21-005 CIG.HT.= 101-111, I l\ I I III-I II I I I I I I I I w 000 I --,�-6 SCI I I // I I I Nextore Store Design Revision No.: I L - - - — - - - — - - - — - -- r � IL 07 Nextore project II V 1 I Number 82260 III II II II II I � � I I I II I Brand Design Type: SGH4.5G+ r - - - - - � r - - - - � r -- - - � r - - - - I I _i � ISSUED FOR: A / I i ! - -- I I �'' J 0 Construction DEMO. DEMO. DEMO. FITTING ROOMS STORAGE ROOM OFFICE Title CLG. 10'41' CLG HT.= DECK CLG. HT.= 8'-0' EX. CON DITION S / r 0000 5 6 7 8 0000 1 SELECTIVE DEMO. ® FLOOR PLAN Date Sheet 1,[29/21 01 EX. CONDITIONS / SELECTIVE DEMO. FLOOR PLAN Drawn By SCALE u4'=r-o• STAFF AD100 C Checked By CM DESIGN & CONSTRUCTION MANAGEMENT: ® 1 KEY NOTES O 1. ITEMS/EQUIPMENT IN SHOWN IN STRUCTURE AREA ARE FOR t\D<MRE INFORMATION ONLY,VERIFY IN FIELD IF THEY STILL EXIST. I'm �eriJO15O4v 0.1(513)765b 6C 70 k_ :.. b 1060:6 0-1(6W)413-97M x STORE 03757 Washington Square 50'-2" 9348 SW Washington Square Road LEASE DIMENSION Tigard, OR 97223 SQace: W14A Construction for: 02"SPRINKLER LATERAL @ 15'-7"A.F.F. (TYP.) I 010" @14'-1"A.F.F. CHILLED WATER 15'-8"A.F.F. LINES @12'-6"A.F.F. - n @J . . . l / I 010" 010" 101 " @Q V LL x �. . . 15' S"A.F.F. p o Old @ L v :2o 15' 8"A.F.F. ^ 14'-4"A.F.F. I V ' o / / V \ C I J J J x 0 -� x O Z 00 � coW W Z W p ti ti ti ti 00 Z 7Fp U U o wOE @ � 0 0 06" SPRINKLER MAIN ix ry o Es w w \ v 12'-2"A.F.F. I w . x CD CD MODULAR CHILLED WATER UNIT I ¢ v @11'-5"A.F.F. I I OAI Revisions: Mark Date By Q1/29/21 STAFF 90%DESIGN REVIEW SET �� A 2/12/21 STAFF 100%BID/L.L.RENEW SET C LEASE OUTLINE STRUCTURE PLAN Q 2/1821 STAFF PERMIT SCALE1(4'=I'-0" Q9/1721 STAFF REVISED RESPONSIBILITIES TENANT TO PROVIDE LANDLORDS SCOPE OF WORK, CQ 92021 STAFF "' .�R hk�r.... RESUBMIT REVISIONS FOR PERMIT AX 1. ALL EXISTING LIGHT FIXTURES,AIR DIFFUSERS,SPRINKLER HEADS, AND ALL OTHER EXISTING CEILING FIXTURES OR ACCESSORIES Architect/ Engineer of Record TO BE REMOVED THROUGHOUT THE SPACE INCLUDING ALL SUSPENSION HARDWARE.ALL ELECTRICAL TO BE REMOVED 50'-2" BACK TO NEAREST J-BOX AND MADE SAFE. LEASE DIMENSION DEMO. DEMO. DEMO. 2. ALL EXISTING CEILING SYSTEMS TO BE REMOVED COMPLETE SALES AREAS SALES AREA SALES AREA THROUGHOUT THE SPACE INCLUDING ALL SUSPENSION C 0 R T L A N D I� HARDWARE. M 0 R 6 A N CLG.HT.=11'-6" CLG.HT.= 11'-6" CLG.HT.= 11'-6" A R C H ITE C T 1 2 1 2 1 2 711 N. FIELDER RD, ARLINGTON, TX 76012 PH: (817) 635-5696 2 CEILING FIXTURE LEGEND Seal FAX: (817) 635-5699 r I i II o _ EXISTING SECTION OF TRACK AND TRACK LIGHT FIXTURES TO BE REMOVED SUSPENDED STRIP LIGHT FIXTURES TO BE CORTLAND MORGAN �II I I I L - - - -J REMOVED — � O J ✓ice I I r 7j5 71 f- Z-1— — — I 4� Ili I DISPLAY PLATFORM ARLINGTON,TEXAS • EXISTING RECESSED DOWN LIGHT FIXTURE 11 11 TO BE REMOVED �� _ _ _ I CLG.HT.= 11-6 O / I~ I / I / Imo~ j h ® I 00 Z EXISTING REMOVED ENDANT LIGHT FIXTURE TO BE 1l O L _ J I I _ J _ I 1 \ p Architect/Engineer Job No.: — _ - - - _ _ — _ - - - L — _ _I- - - -- - -- - - - - - J L - - - - - - - - - _ _ _ - - - ---- - - J I EXISTING EXIT LIGHT FIXTURE TO BE 21-005 _ _ _ - - - - ----- - - _ - - - -- -- I 1 � _ o o w — —t7 r , co o Nextore Store Design Revision No.: 0 o DEMO. � I �� I I I REMOVED 9 ry FITTING HALL CL 10-11" I I `� �' `� I j I �' `� �'�' II � I I I — I I I �- I J ` EXISTING FIRE ALARM STROBE LIGHT FIXTURE 07 V_ — � L-_ _J LJ i i M I TO BE REMOVED 1 2 I I I I I Nextore project — — — — -� '� F I I Number 82260 L _ _ _ _ � _ — � J I r T — — — 1 I �` EXISTING SPRINKLER HEAD TO BE REMOVED IF— � — � r — — , IL _L - -- � J) rli I I I I I I I I 11 I I I al I � Brand Design Type: I I y I I " I I I I 1 1 I I S EXISTING SMOKE DETECTOR TO BE REMOVED SGH 4.5 G+ I I I I I I I 11 I I I LL ISSUED FOR: r 71 I I I I I �/ L J I F r 0 Construction J 1 I I I I JI I I I J I I L — I A I // I EXISTING RETURN AIR DIFFUSER TO BE REMOVED I I I Title DEMO. DEMO. DEMO. I j I EXISTING SUPPLY AIR DIFFUSER TO BE REMOVED SELECTIVE FITTING ROOMS I STORAGE ROOM OFFICE -� 4 DEMOLITION CLG.HT.=10'-11" CLG.HT.= DECK CLG.HT.= 8'-0" I� 1 2 1 2 1 2 I EXISTING ACCESS PANEL TO BE REMOVED CEILING PLAN Date Set 2 J 1 1129/21 he Drawn y CONDITIONS / SELECTIVE DEMO. CEILING PLAN STAFF AD200 1 SCALe I a =r-0' Checked By CM DESIGN & CONSTRUCTION MANAGEMENT: A FIXTURE SECTION B FIXTURE SECTION (RAYBAN) 1 FIXTURE PLAN - KEY NOTES 0 2 GENERAL NOTES NB<MRE1. 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. INSTALL RECESSED FIRE EXTINGUISHER CABINET WITH 2A-10BC FIRE EXTINGUISHERS. (SUGGESTED LOCATIONS ON PLAN.) INSTRUCTIONS FOR ALL FIXTURES,WALL CABINETS, BASE CABINETS,AND I J COUNTERTOPS.G.C.TO COORDINATE WITH FIXTURE CONTRACTOR TO ENSURE • " `° """' °""'s° •'"""°' ° 3. INSTALL SALES AREA WALL FIXTURES SEQUENTIALLY STARTING AT THIS POINT. DIMENSIONS ARE TO THE CENTER OF THE FIXTURE.GC TO VERIFY ADJACENT PROPER FIT OF ALL COMPONENTS. •6c eatery&, k,Eas Gandy.CT ow o 0.1 8W)i13-97M WALL IS CLEAN, LEVEL, STRAIGHT AND PLUMB. SEE PERIMETER WALL FIXTURE SECTION DETAIL"A",THIS SHEET FOR BLOCKING REQUIREMENTS.COORDINATE WITH ELECTRICAL FOR REQUIRED POWER AND DATA. B. G.C.TO ENSURE FIXTURES ARE PROTECTED DURING CONSTRUCTION. STORE 03757 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. D. G.C.TO FURNISH AND INSTALL LOCKSET OPERATIONAL BY TENANT ONLY. Space: W 14A 8'-6"AFF 7 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. z' . . . 1 3/4"x 6" F.R.T. PLY. 1 MAX,AND PROVIDES A 30"X 48" CLEAR FLOOR SPACE FOR A PARALLEL APPROACH, SEE FIXTURE DETAIL"C".COORDINATE WITH ELECTRICAL FOR REQUIRED E. G.C.TO SIGN FOR PACKAGES WITH A NOTE "SUBJECT TO CONCEALED DAMAGES" Construction for: IN-WALL BLOCKING JP POWER AND DATA. 3/4"x 6" F.R.T. PLY. ON IT. 8. INSTALL ALL SALES AREA FLOOR FIXTURES AS DIMENSIONED.ALL UNDER FLOOR ELECTRICAL TO BE]N 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. C' 13. INSTALL SALES AREA GRAPHIC PACKAGE ITEMS AS INDICATED, REFER TO RESPONSIBILITY SCHEDULE ON G002 AND GRAPHICS SCHEDULES FOR RESPONSIBILITIES. REFER TO INTERIOR ELEVATIONS FOR MOUNTING DIMENSIONS AS APPLICABLE. 0 0 14. INSTALL NEW SHELVING SYSTEMS IN THE BACK OF HOUSE. V l7 p -' — 15. INSTALL NEW COAT HANGER IN THE BACK OF HOUSE. 2-SGH4.5-A100-REV00 u O 16. INSTALL NEW SAFE IN THE BACK OF HOUSE. x O 17. INSTALL NEW MICROWAVE AND REFRIGERATOR IN THE BACK OF HOUSE. — 18. INSTALL NEW TECH RACK IN THE BACK OF HOUSE AREA AS INDICATED.COORDINATE WITH ELECTRICAL DRAWINGS FOR DETAILS. s +� v 19. LECTRI AL EQ IPMEN LOCA ON PRVIDED BY TEN NT G. . COOR INATE TH`ELECTRIC L DRAWINGS OR REQUIRED ORK. 1'-S"A.F.F. ® 20. NEW ACCESSIBLE TOILET ROOM PROVIDED BY TENANT G.C. o 3/4"x 16" F.R.T. PLY. 1 IN-WALL BLOCKING o I D EQUIPMENT ACCESSORY SCHEDULE GC = GENEIAICONTRACTOR Q o MARK DESCRIPTION MODEL# MANUFACTURER REMARKS SUPPLY INSTALL Aft BY BY SIX TIER BOX STYLE-1 WIDE-6 FEET ADA ACCESSIBLE CHECK-OUT COUNTER LOCKERSf#1 EMPLOYEE LOCKERS 361688LK SALSBURY HI H-1R IN HFSDFFp-RIA K T GC C I SAFE I SMALL DROP SLOT SAFE UC-025K SENTRYSAFE BOLTED TO FLOOR BY G.C. T GC 3'-0"CLEAR(MIN.) I MICRO I MICROWAVE OVEN M01108SST AVANTI T GC FRIDGE 13.3 CU. FT. REFRIGERATOR RM3361B AVANTI COLOR: BLACK T GC Z-6" I W x D x H PIPP SHELVING STORAGE SHELVING PIPP W=WIDTH, D = DEPTH, H = HEIGHT T GC MOP SINK SERVICE SINK #Z1996-24-SDL-HH ZURN GC GC Revisions: Mark Date By WATER COOLER I BOTTLED WATER COOLER #GNB210-CD ORGNW210 NEXUS Q12921 STAFF 9096 DESIGN REVIEW SET 04813-01 I I / I I I I A 2/1221 STAFF ry I I I I I I 100%BID/L L.REVIEW SET ry ry I O I I I I I Q 2/1621 STAFF PERMIT I I 04813-01 L____ ___J STAFF SECTION pLg Q. LANDLORDS COPE REVISED RESPONSIBILITIES TENANT TO PROVIDE LANDLORDS SCOPE OF WORK. A-SGH4.5-A100-RFV00 Q 92021 STAFF RESUBMIT REVISIONS FOR PERMIT 7 n 51-2 Architect/ Engineer of Record LEASE DIMENSION RETAIL { SALES AREA I CL100 � O.' 10 G.HT.= 11'-0" L.D. C 0 R T L A N U neoz, 3,-73° 3'_o-^ 3'_03" 3,_Ql,� 3'_0�" 3-711, M 0 R 6 A N / ( 8 4'-0" 2 4 4'-0" 2 I 4 4'-0" 8 - -vy� — — — / — {, - RLI T FIELDER RD. 0 o ARLINGTON,(817) TX 635-56962 jI II 1 I U „a �j U L LI LI L� �I U LLi u L Ij I --- I FAX: (61�) s3s-ss99 1 GEN EXISTING cnwwna�m oaaoa r: E w -o: P, oaa:a-c ooaa 2 w2 TOILET ROOM I �� \ A14 a I Seal 12 n I 8 20 102 s I I Aloo L41 20 z _ _ CCG.HT.=8'_0^ — — � � � I 5.28" I 5'-6" XTYP) 5'-8.. 5._8.. 8 I qq y� \ // /� ! FJ COR7LAND MORGAN ARLINGTON o s I �Y TEXAS z 17 �2 A401 a 2016 fro 2 of I ow b r a o gi 14 Architect/Engineer Job No.: C w EMPLOYEE AREA/ I , 15 \ — of _ I 21-005 BACK OF HOUSE ^' I o Nextore Store Design Revision No.: 101 I - f f —� 8 S a _ 6 CLG.HT.= 10'-0" ss —I I (Typ) I I e O 16 °' `nJ,°' tip'. • �"- 1 �b I I I 15 A401 - I i 19 � I � PATH OF EGRESS � I I— — —� — — — Nextore project II II I B 58'-9" 5 8 Number 82260 o_ I $ I I J 0-006£0 O OObEO 0' Brand Design Type: !T I la �P\►� � 1 — - - � � - - - O SGH4.5G+ adz 9 i6I`Z ddld 00-ZSbZO 4 I I 9e.zlaab , ,,,. ,� ,, ", �<�.�„ -..,, I ISSUED FOR: < _ •1 / �• — _ I ®Construction O 2'-1 4'-1$” / 3'-38" 3'_38. 4'_18„ 3'-38" 3'_38.. 4'-1$" 2'-105" Title i FIXTURE - FLOOR 2 CFIXTURE - FLOOR PLAN 1 PLAN SCALE: 1/4'=1'-0' Date Sheet 1`29/21 Drawn y STAFF A100 Checked By CM % DESIGN & CONSTRUCTION �oo1 STOREFRONT ENTRY (INTERIOR) '1001 STOREFRONT ENTRY (EXTERIOR) 10 REAR EXIT \o RESTROOM \03� SALES TO B.O.H. A ACCESSIBILITY AND LIFE SAFETY: MANAGEMENT: P-53 P-S3 1. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL,OR RE DOOR/IAMB FINISH(PULL SIDE): DOOR/JAMB FINISH(PULL SIDE): DOOR/JAMB FINISH(PULL SIDE): SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. INEXM GLASS THICKNESS GLASS THICKNESS \ 11 2. EXIT DOORS(INCLUDING EXISTING DOORS)SHALL NOT BE LESS THAN 36"IN WIDTH HAND NOT I - -. P-53 P-53 P-50 M[R-50 1lI�J TO BE DETERMINED - - TO BE DETERMINED 1 I DOOR/JAMB FINISH(PUSH SIDE): /_ _ DOOR/JAMB FINISH(PUSH SIDE): DOOR/JAMB FINISH(PUSH SIDE): LESS THAN 6-8"IN HEIGHT. PROJECTIONS INCLUDING PANIC HARDWARE,SHALL NOT REDUCE 0 a L.PVI,.,Macon OH 4VX0 • :o- 765 WW BY STOREFRONT / \ BY STOREFRONT / THE OPENINGS TO LESS THAN 32"IN CLEAR WIDTH. •6Crea &ook Ean Gen tri'.CT W26 0•119�141397W VENDOR BASED ON VENDOR BASED ON / \ • SIZE OF GLAZING // \\ SIZE OF GLAZING \ I I / 3. HEIGHT OF THRESHOLDS AT EXIT DOORS SHALL BE 12"MAXIMUM. STORE 03757 / \ CLOSER�II\ I�I�, �` / 4. CARPET PILE HEIGHT SHALL BE 1/2"MAXIMUM. Washington A' I 11� METAL / // 5. AISLES LEADING TO REQUIRED EXITS SHALL HAVE A MINIMUM WIDTH OF 44". V V a S h I C�g tO C� Square FRAME / 9348 SW Washin ton Square Road / \ � USH/PULLS ,.. 9 M STOREFRONT FINISH: i � o STOREFRONT FINISH: � 6. GLASS DOORS,ADJACENT PANELS,AND ALL GLAZED OPENINGS WITHIN 24"OF ADJACENT o \ / EA.SIDE I I ♦`��I-PEEP HOLE / / _ FLOORS SHALL BE TEMPERED GLASS. Tigard, O R 97223 t MF-51 \ / '' MF-51 \ / \ VIEWER = / - / 7. PROVIDE EXIT SIGNS AND DIRECTIONAL EXIT SIGNS AT LOCATIONS SHOWN ON THE FLOOR PLAN. I \ / \ �%/ 5�j�i-� o •o \\ EXIT SIGNS SHALL HAVE A MAXIMUM 6"HIGH BY 3/4"STROKE BLOCK LETTERS ON A Space: W 14A \ .L��- CONTRASTING BACKGROUND. \ PUSH PULLS `N\ x// PANIC KICK\ Construction for: EA.SIDE ew , ,, -`M / / HARDWARE \ PLATE 8. EXIT SIGNS SHALL BE INTERNALLY ILLUMINATED BY TWO ELECTRIC LAMPS OR SHALL-BE OF (B.O.H.SFDE) m APPROVED SELF-LUMINOUS TYPE, IF TWO LAMPS ARE USED, POWER SUPPLY TO ONE OF THE 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 � r 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. Jr- B COMPLIANCE NOTES FOR DOORS: j- 3 5/8"STEEL o O (2)20 GA. STUD WALL W/5/8" `^ p MTL.STUDS TYPE"X"GYP.BD. w EACH SIDE ¢ 1. DOORS:GENERAL SHALL MEET THE REQUIREMENTS OF THE BUILDING CODE&CURRENT �,/ J l'J O EDITION OF THE LIFE SAFETY CODE. @ -C Li PRE:4cr CMU I 2. REGARDLESS OF THE OCCUPANT LOAD SERVED,EXIT DOORS SHALL BE OPERABLE FROM v O CONCRETE \ THE INSIDE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT,MANUALLY OPERATED EDGE c LIN is L SEF. MASONRY OR SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS OR ANY OTHER TYPE OF O SEALANT - STRUC'URAL T - DOOR 8'-0'A.F.F. DEVICE THAT MAY BE USED TO CLOSE OR RESTRAIN THE DOOR OTHER THAN BY FL r`x'o EZYJA SHOP DRAWINGS TO BE PROVIDED BY SHOP DRAB,^NGS TC BE PROVIDED BY ANCHORS 16 GA.PRE FIN. STOREFRONT VENDOR AS APPLICABLE STJREFRONT L"'DOR AS APPLICABLE ALUMINUM 16"O.C.IN METAL FRAME, B"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 MATCH 16GA WELDED JOINTS WOOD BUCK (888)399-5262 AND AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR KNOB OR SURFACE MOUNTED 16GA OPERATIa BUILDING FRAME HARDWARE.THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRED MORE THAN ONE O JAMB ANCHOR STANDARD DOOR WELDED SWING DIRECTION \ 3. DOOR HAA DWARE.N. HANDLES, PULLS,LATCHES,LOCKS AND OTHER OPERATING DEVICES m u co DOOR �' HEAD `- JAMB FRAME ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND =p Q DOOR AND DOES NOT REQUIRED TIGHT GRASPING,TIGHT PINCHING OR TWISTING OF THE WRIST x F EnTERIOR DOOR I EXTERIOR DOOR I I INTERIOR DOOR I INTERIOR DOOR I TO OPERATE LEVER-OPERATED MECHANISMS,PUSH-TYPE MECHANISMS,AND U-SHAPED HANDLES ARE ACCEPTABLE DESIGNS.WHEN SLIDING DOORS ARE FULLY OPEN,OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES.HARDWARE REQUIRED v Q Op FOR JAMB / HEAD TYPE JAMB / HEAD TYPE JAMB / HEAD TYPE JAMB / HEAD TYPE JAMB / HEAD TYPE ABOVEFNISHESFLIBLE OR PASSAGE SHALL BE MOUNTED NO HIGHER THAN 48'(1220 MM) 1 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 PLAN DOOR FINISHED SIZE: 3'-0"W x 7-0"H x 13/4"T DOOR FINISHED SIZE: T-0"W x 7'-O"H x 1 3/4"T WITH THE DOOR OPEN 90 DEGREES, MEASURED BETWEEN THE FACE OF THE DOOR AND DOOR MATERIAL: METAL THE OPPOSITE STOP. "Will DOOR MATERIAL/FINISH: GLASS(VENDOR TO GIVE SPEOFIC W HEIGHT RANGES) DOOR MATERIAL: ALUMINUM&GLASS � DOOR MATERIAL: SOLID CORE WOOD DOOR MATERIAL: SOLID CORE WOOD 5. MANEUVERING CLEARANCES AT DOORS. FLOOR WITHIN THE REQUIRED CLEARANCES J FRAME MATERIAL: METAL SHALL BE LEVEL AND CLEAR. 1 FRAME MATERIAL/FINISH: TOP PATCH HINGE W/212"BOTTOM RAIL./FINISH:MF-51 FRAME MATERIAL: ALUMINUM FRAMED DOOR W/GLASS.KAWNEER 190 NARROW FRAME MATERIAL: METAL FRAME MATERIAL: METAL STILE W/10"BOTTOM RAIL. THRESHOLD: THRESHOLDS 6 FOR MFG.CO.DOOR CONDITIONS 6. THRESHOLD; N/A THRESHOLD: N/A HANDLES: PUSH/PULLS(2)PR.,CUSTOM CIRCULAR(STAINLESS STEEL) HANDLES: PUSH/PULLS(2)PR.,CUSTOM CIRCULAR(STAINLESS STEEL) ALLOY 6FG BU FOR EXTERIOR DOOR CONDITIONS HINGES: BUTT HINGES(1-1/2 PAIR PER DOOR) STANLEY HARDWARE HINGES: BUTT HINGES(1-1/2 PAIR PER DOOR)STANLEY HARDWARE 6. THRESHOLDS AT DOORWAYS. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4ES HINGES: DOOR MFG BUTT HINGES,STAINLESS STEEL,5 KNUCKLE, (19 MM)IN HEIGHT FOR EXTERIOR SLIDING DOORS OR 1/21N.(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-179,4-12"x 4-12"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 NES#DP1 DP126D(MATCH FINISH MF-51) FUNCTION LOCK: GENERAL LOCK;DOOR HOOKBOLT;AHB118 AL/DU LATCH DEVICE: PANIC/ALARM SEC.DEVICE.DETEX 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 PERIOD OF THE CLOSER 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 SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES,THE DOOR WILL 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 (MOUNT ON NON-PUBLIC SIDE OF DOOR).ALUMINUM 689 TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 IN.(75 MM)FROM THE LATCH, Revisions: • PANIC/ALARM SEC.DEVICE.TRIDENT MODEL TEL-210.USED AT POSITION OF 90 DEGREES,SINGLE ACTION. DOORS OPENING TO EXTERNAL BUILDING AREAS.VERIFY MODEL#u COMPATIBLE DOOR STOP: NONE DOORKICKPSTOP: NONE 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 NES#407-12"CONCAVE. DOOR STOP: WALL BUMPERS NES#407-1/2"CONCAVE. 8. DOOR OPENING FORCES. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN A DOOR JAMB SIZE: NONE JAMB SIZE: FIRE LABEL: WS406/407CVX;COLOR:US26D WS406/407CVX;COLOR:US26D SHALL BE AS FOLLOWS: Qi 10/21 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 AL/DU 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 KICKPLATE. STANLEY DOOR SYSTEM;FULL WIDTH X 10"H X 1/8"STAINLESS STEEL. ALL FRAMES,HANDLES,HINGES,ETC.TO MATCH STOREFRONT REMARKS: SEE PLAN FOR DIRECTION OF SWING.INSTALL(2)COAT HOOKS: REMARKS: SEE PLAN FOR DIRECTION OF SWING.INSTALL(2)COAT HOOKS: (2) (2) OTHER DOORS. Q 2/12/21 STAFF INSTALLED I"FROM BOTTOM OF DOOR ON PUSH SIDE FINISH,UNLESS OTHERWISE SPECIFIED. DOOR STOP: WALL BUMPERS NES BOTTOM CONCAVE. PUSH 407CVX;COLOR:US26D BOBRICK B-76727 DOUBLE ROBE HOOK;SATIN STAINLESS STEEL. BOBRICK B-76727 DOUBLE ROBE HOOK;SATIN STAINLESS STEEL. 100%BID I 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 HINGED DOORS: (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 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). 3 2118121 STAFF 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. Q 9/17/21 STAFF REVISED RESPONSIBILITIES TENANT TO PROVIDE LANDLORDS SCOPE OF WORK. Q9/20/21 STAFF 5 WALL LEGEND 1 KEYED NOTESO RESUBMIT REVISIONS FOR PERMIT EXISTING TENANT DEMISING WALLS: 1. LEASE LINE,G.C.TO REPORT ACTUAL DIMENSIONS VS SHOWN DIMENSIONS TO PROJECT MANAGER PRIOR TO CONSTRUCTION START. - A) A.) EXISTING DEMISING WALL 3-5/8"METAL STUDS @ 16"O.C.W/5/8"GYP.BD.FULL HEIGHT TO UNDERSIDE OF ROOF T F 2. INSTALL NEW STOREFRONT WITH DISPLAY WINDOWS AND ENTRY DOORS AS INDICATED.SEE STOREFRONT SHEET A/300 FOR DETAILS. 1 DETAIL 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 EXISTING TENANT DEMISING WALLS: WALL TYPES O DOOR NUMBER PERFORM CONCRETE MOISTURE VAPOR EMISSIONS TEST BEFORE INSTALLING ANY FLOORING-REFER TO SPECIFICATIONS FOR MOISTURE TEST A.) A')EXISTING EXPOSED 6" METAL STUDS TENANT SIDE 4 A4 SHEET# 4 B.) NEW 5/8"GYP. BD. FULL HEIGHT TO UNDERSIDE OF ROOF DECK TENANT SIDE. UL DESIGN U-465. PREP B.) 4. EXISTING TENANT DEMISING WALLS TO REMAIN.PROVIDE NEW INSULATION AND GYP.BD.TO REQUIRED RATING ON WALLS THAT ARE OPEN TO WALL FOR TENANT FINISH LEVEL"4", FIRE CAULK AT ROOF DECK IF NOT EXISTING. STUD;OPEN EXISTING WALLS AND PROVIDE IN-WALL NON-COMBUSTIBLE BLOCKING,AND ELECTRICAL FOR SALES FLOOR PERIMETER WALL A.) A.)EXISTING INTERIOR PARTITIONS PATCH AND REPAIR A RE UIR D. DOORS SHOWN DOORS SHOWN FIXTURES AS REQUIRED.PATCH AND REPAIR EXISTING GYP BD.TO LEVEL 4 FINISH AS REQUIRED.MAINTAIN REQUIRED RATING. 7FULLY OPEN TO 90° F PARTIALLY OPEN TO I L I - L - L C A O C 0 R T L A N 0 EXISTING TENANT DEMISING WALLS: ARE CONSIDERED 45'ARE PERIMETER WALL FIXTURES AS REQUIRED. A) A.)EXISTING DEMISING WALL 3-5/8"METAL STUDS @ 16"O.C.W/5/8"GYP.BD.FULL HEIGHT TO UNDERSIDE OF ROOF AS NEW DOORS, CONSIDERED ASM G RG A N DECK.UL DESIGN U-465.PREP WALL FOR TENANT FINISH LEVEL"4",FIRE CAULK AT ROOF DECK IF NOT EXISTING. HARDWARE,JAMBS, EXISTING DOORS, 76. PROVIDE ALL SALES AREA FOR AND AND I CONSTRUCTION AS INDICATED.ALONG WITH DOOR FRAME AND HARDWARE.NSTALL LED WALLS AS INDICATED.COORDINATE WITH SHEETS A402 FOR INSTALLATION DETAILS.SEE A R C H IT E C T B') B.) NEW FURRING 3 5/8"X 20GA METAL STUDS @ 16"O.C.AND 5/8"GYP.BD. ETC. HARDWARE,JAMBS, . PROVIDE CONSTRUCTION F NON RATED.6"ABOVE FINISHED CEILINGS. ETC. ELECTRICAL SHEETS FOR REQUIRED ELECTRICAL INFORMATION. A) 8. PROVIDE CONSTRUCTION FOR AND INSTALL DIGITAL SMART SHOPPER FIXTURES AS INDICATED.COORDINATE WITH SHEETS A402 FOR RLI T 2 6"ABOVE FINISH CEILINGS FIELDER RD. A.) NEW INTERIOR PARTITIONS,3 5/8"X 20GA METAL STUDS @ 16"O.C.AND 5/8"GYP.BD.NON RATED. LEVEL"4"FINISH. INSTALLATION DETAILS. ARLINGTON, (8117) 635-5696O 1 51'-2' 9. PROVIDE CONSTRUCTION FOR AND INSTALL RECESSED MIRROR AS INDICATED.COORDINATE WITH SHEETS A401 FOR DETAILS. FAX: (817) 635-5699 LEASE DIMENSION 10. PROVIDE CONSTRUCTION FOR AND INSTALL SURFACE MOUNTED MIRROR AS INDICATED.COORDINATE WITH SHEETS A401 FOR DETAILS Seal RETAIL 11. G.C.TO PROVIDE CONTINUOUS 1X6 F.R.T.WOOD FURRING FOR PIER SHELVING.CENTERLINE OF BLOCKING TO BE MOUNTED AT T-10"A.F.F. 1^ SALES AREA SECURE FURRING TO WALL STUDS WITH(3)412 X 212"LONG STEEL SCREWS @ EACH STUD LOCATION.OF WALL IS CONCRETE BLOCK,USE HILTI 100 HIT HY201/2"DIA.X 6"EMBEDMENT @ 16"O.C.-STAGGERED)SECURE EACH LEG OF SHELVING TO FURRING WITH(2)#12 X 2"LONG STEEL HEX CLG.HT.= 11-0 HEAD SCREWS -DRYWALL SCREWS ARE PROHIBITED. 8,-0„ 4-� 3-0 31-41 12. TEN NT .0 T PRO DE ND I STAL ELE TRIC L EQ IPM NT. OOR INA E EL CTRI ALS EETS OR Y R QUIR D W RK. CORTLAND MORGAN 4 13. TENANT G.C.TO PROVIDE AND INSTALL ACCESSIBLE TOILET ROOM.SEE TOILET ROOM SHEET FOR ADDIT70NAL INFORMATION. • C ARLINGTON,TEXAS a �oFO 1 8 10 402 A400 4 I I - - - , I Architect/Engineer Job No.: q I � A401 9 I I 1 I 21-005 EXISTING I ^' GYP.BD.LEAVE OUT FOR I I 402 ( Nextore Store Design Revision No.: TOILET ROOM 1 #{' A I RECESSED MIRROR I INSTALLATION COORDINATE I I I E N E 1 Vl L NOTES 102 I WITH DETAILS ON SHEET I I I 07 CLG.HT.- 8'-0" A 00 A401 I I I A. COORDINATE SLAB CUTTING AND CORE DRILLING WITH MALL OPERATIONS MANAGER PRIOR TO BEGINNING WORK. B. PREPARE THE FLOOR SLAB AND PROCURE MATERIALS REQUIRED AT THE ENTRANCE TO PRODUCE A FLUSH CONDITION BETWEEN THE TENANT STORE I I Nextore project Z I 102 -," I I CLOSURE LINE AND THE EXISTING MALL FLOORING,AS REQUIRED. Number 82260 O / r. I ( I C. INSTALL ALL FINISH FLOORING ILE.:CARPET,WOOD,TILE)AND ALL FINISH WALL MATERIALS BEHIND AND UNDER ALL MILLWORK,U.N.O. Z 8 ! Brand Design Type: D. ADEQUATE ACCESS PANELS OR DOORS SHALL BE INCORPORATED INTO TENANT WORK FOR INSPECTION SERVICE AND REPLACEMENT OF BOTH o o i A400 11 6 3 I I &002 LANDLORD AND TENANT EQUIPMENT.COORDINATE PLACEMENT WITH LANDLORD'S ON-SITE REPRESENTATIVE. SGH 4.5 G+ EMPLOYEE AREA/ - o E. PROVIDE 3/4"FIRE RETARDANT PLYWOOD BEHIND ALL ELECTRICAL AND TELEPHONE PANELS,PAINT TO MATCH WALL COLOR FINISH PRIOR TO OJ BACK OF HOUSE c I I 00 I HARDWARE INSTALLATION. ISSUED FOR: 1 101 "�� I I I F. PROVIDE EXPANSION BETWEEN ALL NEW WALLS AND THE EXISTING ROOF STRUCTURE ABOVE,U.N.O OR DETAILED IN DRAWING. ®Construction CLG.HT.= 10'-0" � I i 4 I I I G. PATCH/REPAIR ALL SURFACES(WALLS,FLOOR,CEILING,ETC.)AFFECTED BY DEMOLITION WORK,AS REQUIRED. 3 4 A A400 i I i H. TRANSITIONS BETWEEN DISSIMILAR FLOOR MATERIALS TO BE SMOOTH AND FLUSH. REFER TO SHEET A-502 FOR FOR APPLICABLE FLOOR TRANSITION 1 . DETAILS. 3 10 7 1. ALL FINISH MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S STANDARD WRITTEN DETAILS AND SPECIFICATIONS. REFER TO SPECIFICATIONS Title 12 / 103 i 'I A400 10 J. FOR ADDITIONAL INFORMATION. A401 I 402 I . PROVIDE A LEVEL 4 GYP.BD.FINISH ON ALL NEW AND EXISTING WALLS,U.N.O. CONSTRUCTION 5 2 I - I K. SEAL CONTROL JOINTS IN CONCRETE FLOORS. - A400 I - - - I FLOOR PLAN 2-SGH4.5-A101-REVOC .a I 11..".... - - Date Zj29/21 Sheet J J Drawn y ' I 8'-0" a'_91" 3._8.. STAFF A101 CONSTRUCTION FLOOR PLAN Checked By 1 SCALE 1/4'=1-0CM i DESIGN & CONSTRUCTION 1 KEYED NOTES O 3 SPRINKLER SYSTEM NOTES MANAGEMENT. 1. NEW STOREFRONT ILLUMINATED SIGN BY SIGN CONTRACTOR. SIGN CONTRACTOR TO SUBMIT SIGN SHOPS DRAWINGS TO FOR NEW FIRE SPRINKLER CONTRACTOR SHALL PROVIDESYSTEM. COMPLETE FIRE PROTECTION SPRINKLER SYSTEM FOR THE ENTIRE SPACE IN COMPLIANCE WITH ALL APPLICABLE NE<MRE LANDLORD FOR APPROVAL, SEPARATE PERMIT. CODES AND REGULATIONS AND THE LANDLORD'S CRITERIA. THE CONTRACTOR SHALL HAVE DRAWINGS,SHOP DRAWINGS,APPLICATIONS AND 2. INSTALL NEW STOREFRONT SOFFIT PAINTED(P-51), MF51 AT ENTRY AS INDICATED,SEE STOREFRONT DRAWINGS. SUBMITTALS PREPARED BY A PROPERLY LICENSED PROFESSIONAL,WHO IS APPROVED BY THE LANDLORD. ALL DRAWINGS AND CONSTRUCTION • - "mv PN MAcm,OH nmao •-1(513)7656000 3. INSTALL NEW SALES AREA SUSPENDED GYP. BD.CEILING. SALES AREA CEILING IS TO BE PAINTED(P-50). SHALL BE IN COMPLIANCE WITH ALL CODES,REGULATIONS,INSURANCE ASSOCIATIONS AND RATING BUREAUS AND SHALL INCLUDE ALL PERMITS, • =n smoL.fico(G.b,.UW76 •.1(r 413-9700 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 -03757 5. PROVIDE AND INSTALL ACCESS PANELS WHERE INDICATED.ACCESS PANELS TO BE 18"X18" "STEALTH" NO EXPOSED FLANGE TYPE FOR TRAILING FIRE SPRINKLER SYSTEM CONTRACTOR SHALL REWORK AND MODIFY THE SYSTEM IF NECESSARY FOR THE NEW SPACE CONFIGURATION. MODIFICATIONS SHALL 8E DESIGNED Washington 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 J SIZE REQUIRED FOR SERVICING. DRAWINGS TO THE LANDLORD AND BUILDING AND FIRE DEPARTMENTS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. ALL WORK 9348 SW Washington Square Road 6. INSTALL PROVIDED LIGHTING TRACK(T-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, OR 97223 7. INSTALL RECESSED LIGHT FIXTURES (Ml, M2,OR M3)AS INDICATED. DESIGN STANDARDS:(WHERE APPLICABLE) 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 Space-• W 14A '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-SGH4.5-A102-REVOO TYPES AND INSTALLATION DETAILS. DIFFUSERS TO BE PAINTED TO MATCH SURROUNDING CEILING AREA. GENERAL CONTRACTOR- GC 14. INSTALL NEW ACOUSTICAL CEILING SYSTEM (ACT-42)IN THE BACK OF HOUSE AREA AS INDICATED. 4 S U N G LAS S HUT 4.5 —LIGHTING SCHEDULE VTENANT= T ENDOR= V 15. INSTALL NEW STRIP LIGHT FIXTURE (SS4-EM)IN THE BACK OF HOUSE AREA AS INDICATED. o 16. INSTALL NEW SUPPLY AND RETURN AIR DIFFUSERS IN THE BACK OF HOUSE AREA AS INDICATED, SYMBOL MARK DESCRIPTION REMARKS SUPPLIED INSTAUEo Q. Hlll 1]t U AUJ U�I AbLL L-WHI WWNLIOH I,HGU ANbULAH, :3V ® 17. INSTALL NEW EXIT FIXTURE WHERE INDICATED. ® m2 TRIMLESS, �^ O f=' PROVIDE CODE COMPLIANT HOUSINGS FOR CHICAGO AND �,/ I 18. TENANT G.C.TO PROVIDE AND INSTALL TOILET ROOM ACT CEILING SYSTEM, LIGHT FIXTURES,SUPPLY AIR DIFFUSER AND m e BARREL RA O '�� r �Enl S, EZ,E3 BARREL TRACK HEAD,22 SW IED,BLACK O I din _ a 1,L40 v , p c T# SINGLE CIRCUIT TRACK REFER TO PLANS FOR RUN LENGTHS PROVIDE FEEDS,CONNECTORS,CURRENT LIMITERS X O T(#=LENGTH IN 411T) (BLACK) AS NEEDED FOR COMPLETE ENERGY CODE 7 LD COMPLIANCE SYSTEM J vG G DIOSCURI WALL LIGHTS THREE FIXTURES VERTICAL l @ 6'-2'AF N K BY ARTEMIDE, 1 @ T-O'AEF. Y V 7 DIAMETER=5 W 1@ T-10'A F F. 03 I 2 GENERAL NOTEJ O SS4 1 X 4 FLUORESCENT STRIP LIGHT FIXTURE I �, v Ln N O A. EMERGENCY(EM) LUMINAIRES SHALL BE CIRCUITED WITH AN "UNSWITCHED HOT"TO PROVIDE CONTINUOUS POWER TO BATTERY PACK EVEN A2L 2X2 LAY-IN WITH FROSTED LENS � 73 WHEN LUMINAIRE IS OFF. EJ A2L-EM Cn Q B. ALL NIGHT-LIGHT(NL)LUMINARES SHALL BE CIRCUITED AHEAD OF ANY SWITCHING v I C. IT SHALL BE THE G.C.'S RESPONSIBILITY TO UNLOAD INVENTORY AND STORE LIGHTING PACKAGE.THE G.C.SHALL ALSO SHIP ANY EXCESS D. EXIT LIGHTS PACKAGELS BACK TO THE ELECTRICAL BEILING MOUNOR.TED ssD=X ER AND CENTERED OVER OPENINGS.EXFF/EMERGENCY LIGHTS AT DOOR TO U r I LENGTHS INDICATED TS AT THESTOREFRONT SHALL I _ NON-SALES AREAS SHALL BE CEILING MOUNTED AND CENTERED ABOVE DOOR.IF PLAN LOCATIONS ARE NOT ACCEPTABLE,IMMEDIATELY a 1 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 ® I LENGTHS INDICATED INACCESSIBLE LOCATIONS.THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILINGS SHALL BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES ACCESS PANEL-18"x18" USED FOR DIFFUSERS AND RETURN AIR GRILLES OR ACCESS PANELS AS LOCATED ON PLANS.IF PLAN LOCATION IS NOT ACCEPTABLE, TR-ACO18 WIND-LOCK STEALTH GFRG ACCESS PANELS FOR IMMEDIATELY CONTACT NEXTORE PROJECT MANAGER FOR DIRECTION. n 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 © WITH NEXTORE I Sl SONANCE INVISIBLE SPEAKER;IS4 C INSTALLED IN GWB.CEILINGS I ReVI510n5: G. G.C.SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. M Mark Date By H. G.C.SHALL VERIFY THE VOLTAGE AND COMPATIBILITY OF ALL EQUIPMENT,FIXTURES AND MILLWORK PRIOR TO CONNECTION. I S2 SUSPENDED I Q I. CEILING GRID SHALL BE CENTERED IN ROOM UNLESS OTHERWISE NOTED. sO 1 1/29/21 STAFF I. DOWN LIGHTS SHALL BE CENTERED IN TILE UNLESS OTHERWISE NOTED. p C1 SHALL BE FURNISHED OR PAINTED 90%DESIGN REVIEW SET K. SEE SHEET A403 FOR CEILING DETAILS z Cl SECURITY CAMERA BLACK Q Q 2/12/21 STAFF xlLcoloR) I(G)= GRTEEN LETTERS (R)= RED LETTERS dao%BID/LL-REVIEW ser -i 2-SGH4.5-A102-REV00 C• ®x1(R) EXIT SIGN -UK -EXI I WHEN'-EX"IS WRITTEN IN MARK, 0 -ALL NEW AND EXISTING SALES FLOOR CEILING DEVICES ONCLUDING HVAC DIFFUSERS AND GRILLES,SOUND SPEAKER BAFFLES,AND LIGHT FIXTURE FIXTURE IS CONSIDERED EXISTING. 2/18/21 STAFF TRIMS),SHALL MATCH THE CEILING FINISH,EXCEPT FOR THOSE DEVICES WHICH ARE FORBIDDEN TO BE PAINTED BY CODE.PROVIDE FACTORY T/( SHOPPERTRAK-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 -CCTV 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 UGHTING,WHEN NOT BLACK,SHALL BEQ ( I FIRE SPRINKLER,RECESSED TYPE WITH CAP (SALESFURNIFLOOR SPRINKME LE COAPS SHALL LOR CEILING.BE I ° 9/17/21 STAFF PAINTED BLACK. REVISED RESPONSIBILITIES TENANT TO PROVIDE , O I I FIRE SPRINKLER,PENDANT TYPE (EXPOSED I LANDLORDS SCOPE OF WORK. 9RSTAFF TOILET ROOM RECESSED 2 X 2 LIGHT FIXTURE RESUBMIT IT REVLSIONS FOR PERMIT (TOILET ROOM EXHAUST I Architect/ Engineer of Record ® I I TOILET ROOM DIFFUSER C N 5 GYPSUM CEILING & CUSTOMER WALL FACING FINISH C O RR T L A N 0 51'-2• M O R G 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 j 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 T-2" CLG.HT.= 11'-0" 2 /' COATING OF JOINT COMPOUND OVER ALL JOINTS AND INTERIOR ANGLES.TWO SEPARATE COATS OF JOINT COMPOUND SHALL BE APPLIED OVER FAX: (817) 635-5699 4 [ c STOREFRONT' ALL FLAT JOINTS AND ONE SEPARATE COAT OF JOINT COMPOUND APPLIED OVER INTERIOR ANGLES.FASTENER HEADS AND ACCESSORIES SHALL BE 3 6 7 1 13 17 SOFFIT " 3' 114" 15'-7 " 15'-68" 4.-1" COVERED WITH THREE SEPARATE COATS OF JOINT COMPOUND.A THIN SKIM COAT OF JOINT COMPOUND SHALL BE TROWEL APPLIED TO THE ENTIRE Seal + li DIFFUSERS DIFFUSERS I DIFFUSERS DIFFUSERS SURFACE.EXCESS COMPOUND IS IMMEDIATELY SHEARED OFF,LEAVING A FILM OR SKIM COATING OF COMPOUND COMPLETELY COVERING THEA//� �','' __ I 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 v+ APPLICATION OF THE FINAL DECORATION.THE FOLLOWING MATRIX HELPS DEFINE THE EXPECTED APPEARANCE OF EACH LEVEL AND BASIC u o REQUIREMENTS FOR ACHIEVING THAT LEVEL.ADDITIONAL GUIDELINES ARE OFFERED FOR MEETING THE SPECIFIED FINISH LEVEL USING SHEETROCK eccRTLAND MORGAN TOILET ROOM ^ BRAND PRODUCTS AND APPLICATION TECHNIQUE. LL STORE 18 102 — a5)= RSI -6 RSI(-6 2 a �o C v� SOFFIT �Larld c ARLINGTON TEXAS o CLG.HT.=8 0" O, AIL EM - , e .X 1 P 51 .. 100 C GYP-1 ltill•a11 �ll�ri IYrAYiwlle� r ® % t1 � (� CLG.HT.= 10'-0" Jddg& AmoeerW a lrrYn 1 1� C ACT 42 e2 e� e e2 e{ ei ei el e e'I e{ e1 e{ e2 e1 ei �1 ( i Fq1 y O krYMrMwe restswe O 1R EJ 5 Blore surface covered with 0.s h I.etlBl t As in Level 4 SrH7a0CK�d Rirller 1' �1 C C [ C f CI C C C C C = Ci Y 0 c1 O O II = al SFernoD�Brand PrknBr Surf(Tiff a 1� Ei L7 Surfacer UFF-MDF or skun coat and fro T-6' 3'-6" �. 3'-6" 3 6" J T-6" T-6" T-6" T-6" T-6" J 1'-9" _ T++ R ) Pd Architect/EngineerJobNo.: ] v �.i•�., - .�) ",•�•,, - ENTRY N Skin coat d compound with OGG Ftsl God, and ready to Arne bAcre SWIM Brand Pro-coat 21-005 m2 m2 m3 m2 m3 2 m3 E SOFFIT decorating with gloss semigloss before paYtlrg GYP-1 p {{ 12 8It 100 C MF-51 a enamel pa". a emdlahg Nextore Store Design Revision No.: z O J m 3 L �n CLG.HT.= 10'-0" 4 No mal or ridges. Two separate Three separate Jnrds fled and qm 8 = 2 17 Ready for priming,followed coats of mats d smit"aprlOs'Rby waacovenraJs.fiat palms ooml>olnd compound Shat be primed x Mor light teabaes. over Level 2 GGG Hsl CoatJ BACK OF9rri3 before parYg HOUSE AREA ,'9 IIII „�� '. C of texturi g Nextore project 17 15 14 101 • % n3 mm2 �7m2 �7m3 m 2 m3 FJ 16 I II II II rr �-0 3 No marks or ridges. One separate Two separate Joints filled arid Number 82260 CLG.HT.= 10'-0” _ _ - I _ for Amin to be coat nI mats of smooN.Shall be Ready P g Brand Design Type: Q Q et cl 0 4 Q e1 - FF o followed by heavy texture. compound compound primed with CGC c Acr-a2 < ®► o E over Leval z First coat before SGH 4.5 G+ a t1 e2 e2 e2 e2 el e•1 et et e2 el eP _1 e2 e e I.� el 1r STOREFRONT painting or texturing C SOFFIT 1 GYP-1 100 C 2 Tool marks and and ridges Tape embedded One mat of Free of excess R' C okay.Thin coal of in canpaa)d compound -- ISSUED FOR: _ P-51 compound!covers tape;one and Immediately ®Construction f s I =s ss =o ssQ=s ,,, u, CLG.HT.=10'-0' t2 = one mat compard OW All ro leave a O hasterler tFai thin rmtrg or compound over I tape 1 Tool marks and T embedded 0 Zonal-- Free of excess Title iiiiiiiiiiiiiii ,iii iaivl,iiii iii iii iiiiiiiiii iii iiiii iiiiiiiiifi/'liiiiiiiiiiiii iiiiiiii iii ii iiiiiiii iiiiiii ii ii ii iii pt • � �� r � � , , ridges acceptablen compound One coat of compound — 0 Unfinished None end R E F L E C T E D 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 y REFLECTED CEILING PLAN HAVE A GLOSSY SURFACE ARE USED.RECOMMENDED WITH A LEVEL 5 GYPSUM BOARD FINISH AS DESCRIBED IN THE"RECOMMENDED LEVELS OF 1 GYPSUM BOARD FINISH"(GA-214-96).THIS SYSTEM,WHEN COMBINED WITH THE LEVEL 5 GYPSUM BOARD FINISH IS THE MOST EFFECTIVE METHOD TO STAFF A102 SCALE: 1/4"=r-D" MINIMIZE JOINT AND FASTENER PHOTOGRAPHING AND PROVIDES THE MOST UNIFORM FINAL FINISH. Checked By 5-SGH4.5-A102-REVOOI cm DESIGN & CONSTRUCTION 1 S G H 4 5 - FINISH SCHEDULE GENERAL NOTE:ALL SPECS MAY NOT EVERY STORE. o 0 o MANAGEMENT: FOLLOW ALL MANUFACTURERS INSTALLATION AND ++ • MAINTENANCE INSTRUCTIONS N 2 KEY NOTES O 3 GENERAL NOTES ITEM MARK DESCRIPTION MFG./PHONE # MODEL #/COLOR ALT. #1 REMARKSCC Z NEXMRE 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 A INTERIOR ACRYLIC LATEX -REGAL WALL SHEEN:FLAT CEILING SHEEN:FLAT FLUSH CONDITION BETWEEN THE STORE LEASE LINE AND THE EXISTING EXTERIOR OF FLOORING. PAINT P-50 ACRYLIC PAINT-(LIGHT GREY/BLUE) BENJAMIN MOORE (866)708-9180 COLOR:EARLY MORNING CC-818 NONE DOORS&TRIM SHEEN:SEMI-GLOSS GC GC GC COORDINATE WITH MALL OPERATIONS TO OBTAIN TILE OR TILE SPECIFICATION. B. G.C.IS RESPONSIBLE FOR INSTALLING ALL FINISH FLOORING.G.C.IS ALSO RESPONSIBLE FOR ALL FINISH MATERIALS BEHIND AND PANT P-51 ACRYLIC PAINT-(BLACK) SHERW[N WILLIAMS (800)474-3794 2. INSTALL ALL NEW STOREFRONT FINISHES AS REQUIRED. COORDINATE WITH STOREFRONT SHEETS. UNDER ALL MILLWORK. Il�1 INTERIOR ACRYLIC LATEX WALL SHEEN:EGGSHELL CEILING SHEEN:FLAT 04001) „ of " �.,oaso . (913)41597W NONE GC GC GC D. REFER TO ARCHITECTURAL SPECIFICATIONS/FINISHES SCHEDULE THIS SHEET&REFER GENERAL NOTES SHEET G100 � ,p, „6,,,,.,s',, .a e,c. sone 0�.1ebo„i3 9 a COLOR:TRICORN BLACK SW 6258 DOORS&TRIM SHEEN:SEMI-GLOSS 3. PAINT STOREFRONT AREA WALLS AND SOFFIT(P-51). REFER TO ELEVATIONS. e D. ALL TENANT FURNISHED ITEMS(MATERIAL AND LABOR)TO BE SCHEDULED,COORDINATED D AND SUPERVISED BY G.C. � w I PAINT P-53 ACRYLIC PAINT-(WHITE) BENJAMIN MOORE (866)708-9180 INTERIOR ACRYLIC LATEX-REGAL NONE WALL SHEEN:EGGSHELL CEILING SHEEN:FLAT GC GC GC 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 037 -97 COLOR:PM-1 SUPER WHITE DOORS&TRIM SHEEN:SEMI-GLOSS F. WHEN INSTALLING A NEW FLOOR,GC TO VERIFY EXISTING FLOOR CONDITIONS MEETS AND ARE IN COMPLIANCE WITH ANSI INTERIOR ACRYLIC LATEX-REGAL 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, WALL SHEEN:EGGSHELL CEILING SHEEN:FLAT Z PAINT P-57 ACRYLICPAINT-(BEIGE) BENJAMIN MOORE (866)708-9180 NONE GC GC GC CONTACT NEXTORE PROJECT MANAGER PRIOR T Washington Square LL COLOR:PEBBLE ROCK 945 DOORS&TRIM SHEEN:SEMI-GLOSS 6. INSTALL RAY BAN FEATURE AREA WALL COVERING (BWP-50)AS INDICATED, REFER TO ELEVATIONS. INSTALLATION. BRICK BWP-50 DIMENSIONAL FAUX BRICKS BRICK WEB (801) 542-7050 OLD MILL THIN BRICK SYSTEMS G. IF THE CONCRETE WAS PREVIOUSLY SEALED,R WILL NEED TO BE STRIPPED. 948 SW Washington Square Road NONE G.C.TO INSTALL PER MANUFACTURER'S SPECIFICATIONS. GC GC GC 7. INSTALL MIRROR FINISHES(MIR-50)ON WALLS AS INDICATED. DIRECTIONS: WALL PANEL CASTLE GATE;MORTAR COLOR:GREY TEST FOR OLD SEALER ON THE FLOOR.APPLY A FEW DROPS OF MURIATIC ACID TO THE AREA.IF IT FIZZES,THERE IS NO SEALER Tigard, OR 97223 Q REN ORCED PLASTIC ERGLASS FRP-00 4'-0 X 8'AO`X 1/8'LS MARLITE (800)377-1221 P 100 WHITE NONE DIVIDERS-*M 65EDGING E#M370350,OUTSIDE CORNER-#M360, GC GC GC B. INSTALL NEW INSTALLATIONSALES NOTED OON PL1LE AN(ALL FLOOR RANSITIONSPTF-50) PER RERS SPECIFICATIONS.STARTING TO HAPPEN AT CENTER UNE OF DOORSON OF TILE WHE IN CLOSED IF NO SEALER IRESENT.IF IT ISSPRESENT,CLEAN THE SURFACE BYZZ,THERE IS SEALER SENT AND APPLYINGTHE FLOOR NEEDS TO BE STRIPPED. UNITEXX POWERHOUSE DEGREASER DILUTED AT 64 OZ PER GALLON Space: W 14A WALL PANELS 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 WOOD SLAT PANELS WSP-50 SIZE:T.B.D. TENANT FURNISHED T.B.D. NONE T GC GC UP TO THE LEASE LINE. UP SLURRY WITH A WET/DRY VACUUM. Construction for: IF SEALER IS PRESENT, STRIP THE FLOOR USING UNITEX MELTDOWN PLUS STRIPPER DILUTED AT 32 OZ PER GALLON OF WATER. 9. INSTALL NEW BASE (MWB-51)THROUGHOUT THE ENTIRETY OF THE SALES AREA REGARDLESS OF WALL FINISH TYPES. APPLY TO THE FLOOR USING A MOP.SCRUB THE FLOOR WITH A FLOOR MACHINE AND BLACK PAD OR STEEL WIRE BRUSH.PICK UP CDC DISTRIBUTORS 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 VINYL BASE VB-40 4”H-VINYL BASE JOHNSONITE COLOR:38-PEWTER NONE - GC GC GC GALLONS OF WATER. (513)560-1040 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 METAL WALL BASE MWB-51 4"H-.060 METAL WALL BASE BY G.C. I DIRECT WALL APPLIED NONE - I GC I GC GC REQUIRED. INCSEALUDING A RESPIRATOR.USING A MOP APPLY MURIATIC ACID TO FLOOR.LET THE FLOOR DRY FOR AT LEAST 24 HOURS BEFORE COLOR:MF-51(AS DESCRIBED THIS SCHEDULE) 12 [ TA N Y W L SE VB 0) T B K F U A A. WARNING:ALWAYS FOLLOW LABEL DIRECTIONS,AND NEVER MIX PRODUCT UNLESS SPECIFIED IN THE LABEL DIRECTIONS.EACH Lu I I I I ( ) PRIMED AND SPRAY SCRIBED FOR HIGH QUALITY FINISH 1 I I ® SITUATION REACTS DIFFERENTLY AND RESULTS MAY VARY. FLUSH WALL BASE FWB-51 4"H-FLUSH WALL BASE BY G.C. COLOR:P-51 AS DESCRIBED THIS SCHEDULE NONE COLOR:P-51(AS DESCRIBED THIS SCHEDULE) GC GC GC 13. TENANT G.C.TO PROVIDE AND INSTALL TOILET ROOM FINISHES,INCLUDING WALL PAINT(P-53), F.R.P.(FRP-40), mDIRECT WALL APPLIED FLOORING (VFT-40),AND WALL BASE (VB-40). PROVIDE WATERPROOF MEMBRANE BELOW FLOOR FINISHES AS METAL WALL BASE MWB-52 14"H-.060 METAL WALL BSE I BY G.C. I I BRASS-T.B.D. NONE I GCI GCI GC REQUIRED. Czo FRYREGLET DRMBFL625400 V FLUSH WALL BASE FWB-52 14"H-FLUSH WALL BASE I BY G.C. I I BRASS-T.B.D. I NONE I GCI GCI GC Cn 00 t I3-SGH4.1-A103-REV00 U 0O II CrV If PORCELAIN TILE GROUT THICKNESS:1/8" TILE PATTERN:STRAIGHT(STACK BOND) X O PFT-50 TENANT FURNISHED FLORIM;MAPS OF CERIM;DUGHT GREY NONE T GC FLOOR TILE GC m D `^ 1 1 (60CM X 120CM 8MM,23 5/8"X 47 1/8") 1 1 1 1 1 GROUT SPECIFICATION:MAPEI02 PEWTER By G.C. 1 I INTERIOR RIO R MATERIALS J `6 PORCELAIN TILE GROUT THICKNESS:1/8" TILE PATTERN:STRAIGHT(STACK BOND) 4 FINISH SYMBOL KEY 5 FLOOR TILE I PFT-51 I (60CM X 120CM 8MM,23 5/8°X 471/8") I I TENANT FURNISHED I FLORIM;MAPS OF CERIM;SEMI MATTE BLACK I NONE I GROUT SPECIFICATION.MAPEI10 BLACK BY G.C. I T GC I GC FIR RATINGS h z 1 1 I (60CM X 12 CM 8MM,23 5/8"X 47 1/8") 1 1PORCELAIN TILE 1 ERAMICA LONDON GREY T 060 STINO: I 1 GROUT SPECIFICATION:T.B.D.LE PATTERN:STRAIGHT(STACK BOND) 1 I IW / 0 FLOOR TILE PFT-52 TENANT FURNISHED NONEGROUT T GC GC MATERIAL FLAME SPREAD SMOKE DENSITY O a 0 I WOOD FLOOR I WF-50 1 WOOD FLOORING 1 I TENANT FURNISHED I BLAS-LEGNI DEL DOGE /DTI I NONE I T I GCI GC NFXXXX =FLOOR G XXXX =GLAZING PLASTIC LAMINATE 80(BONDED) 95(BONDED)O (T.B.D.) =BASE 'O p O CARPET 26-75 450 OR LESS xW FLOOR TILE VFT-40 1 12"x 12"x /0 SITION TILE STANDARD EXCELON IARMSTRONG I (888)276-7876 1COLOR:51861-S0 TIWARM G MPERIALAYTURE NONE TILE PATTERN:STRAIGHT(STACK BOND) IGCI GCGC =WALL VINYL TILE 0.45 450 OR LESS /�^ NNEW YORK COLLECTION;BLACK BASE W/ SIZE:36"x 72"(DOUBLE DOOR) 36"x36"(SINGLE DOOR) =TRIM LAY-IN CEILING 25 10 C J Q oWALK-OFF MAT WM-50 ULTRA ENTRY MAT MATS INC. 800-628-7462 CHARCOAL NONE TRANSITION REQUIREDGC GC GCSIZE 36°x 72"(DBL.DOOR) 36"x36"(SINGLE DOOR)TRANSITION =CEILING(SEE RCP FOR z WALK-OFF MAT I WM-51 I ADVANCED TRACK I MATS INC. 1800-628-7462 I INSERT COLOR:CHARCOAL SPLASH I NONE I I GCI GCI GC FINISH LOCATIONS) FRP 150 245 LL I REQUIRED&CONSTRUCTION TO FLOOR FOR EQUAL LEVEL VINYL BASE 0.45 450 OR LESS HIGH PRESSURE LAMINATE 45 130 ACOUSTICAL 24"x 48"ACOUSTICAL TILE&SUSPENSION USMARS CLIMAPLUS-SQUARE EDGE-88185 USG DONN BRAND AX 15/16"ACOUSTICAL SUSPENSION SYSTEM- 4-SGH4.0-A103-REV00 I 5-SGH4.1-A103-REVOl lD CEILING I ACT-42 I SYSTEM I . .GYPSUM I (800)950-3839 1 COLOR:WHITE(WH) I NONE 1 WHITE I GC I GC I GC Z GYPSUM w CEILING I GYP-1 GYPSUM BOARD CEILING-LEVEL 5 FINISH USG I I I I FINISH AS SPECIFIED I GG I GG I GG FLOOR PENETRATIONS A N D WATERPROOFING 111 4 FLOOR PENETRATIONS: ,l TRANSITION I TS-40 I TRANSITION STRIP(PORCELAIN TO VINYL) IOHNSONITE/ I ROD SEABOLT I PART#CTA-XX-K/#20 CHARCOAL I NONE I BETWEEN PORCELAIN TUE&VINYL I GCI GCI GC WHERE FLOOR PENETRATIONS ARE OVER OPEN SPACE BELOW. FLOOR PENETRATIONS SHALL BE CORE-BORED, SLEEVED,SEALED, FIRE STOPPED, Mark Date a CDC DISTRIBUTORS (513)560-1040 AND WATER PROOFED.ALL PIPING SLEEVES SHALL EXTEND A MINIMUM OF FOUR INCHES IN HEIGHT.PROVIDE TEMPORARY PROTECTION UNTIL Mark Date By TRANSITION STRIP(WALK-OFF TO PORCELAIN SCHLUTER 1 I SCHLUTER®-SCHIENE III CONSTRUCTION IS COMPLETE. in TRANSITION TS-41 TILE;WOOD FLOOR TO PORCELAIN TILE) WWW.SCHLUTER.COM (8W)472-4588 STAINLESS STEEL NONE GC GC GC Qi 10% E STAFF z WATER PROOFING: 90%DEvONREVEwser O TRANSITION I TS-42 I TRANSITION STRIP(HARD TILE TO HARD TILE))SCHLUTER 1 (800)472-4588 I SCHLUTER-DECO,ALUMINUM(-A)1/4"THICK 1 NONE I STOREFRONT ENTRY BETWEEN RETAIL TILE AND MALL TAE HEIGHT AS 1 GCI GCI GC THE G.C.SHALL INSTALL A WATER PROOF MEMBRANE IN ALL WET AREAS,TOILET ROOMS, MOP SINK AND DRINKING FOUNTAIN AND ALL OD W W W.SCHLUTER.COM ALUMINUM EDGE APPROPRIATE FOR FLOORING TRANSITION, SINK AREAS.THE SLAB SHALL BE WATER PROOFED USING A 30 MIL POLYETHYLENE CLEAVAGE MEMBRANE EQUAL TO"NOBLESEAL IS"INSTALLED A 2/1201 STAFF Q TRANSITION TS-43 TRANSITION STRIP(CARPET TO TILE) SCHLUTER WWW SCHLUTER.COM 1-800-472-4588 FORIF OORING TRANSITION A UMINENE, MINIMAL HEIGHT AS OUM�(-A); NONE GC GC GC FOUR NCH S INMANUFACTURES HEIGHT OR EQUALRECOMMENDATIONS HE HEIIGHTSOF THE BASE.SL EVES AND FIX UR SAROUND BEEFL SHED INTO THE M M RANIMETER OF THE ROOM A E.ALM OF(4 ") 100%BID/L L REVIEW SET 1/4"THICK EDGE. PENETRATIONS MUST BE SEALED IN ACCORDANCE WITH THE MFG'S RECOMMENDATIONS.BEFORE INSTALLATION OF THE FINISHED FLOOR.THE FLOORING CONTRACTOR MUST DEMONSTRATE WATERTIGHT INTEGRITY OF THE MEMBRANE TO THE LANDLORDS FIELD REPRESENTATIVE. 0 2/18/11 STAFF i PERMIT GLASS I GL-40 I EXTRA CLEAR TEMPERED I I I - I THICKNESS DETERMINED BY PROJECT REQUIREMENTS I GC GCI GC 0 9/1701 STAFF GLAZING FILM WINDOW FILM PRESTIGE SERIES REVISED RESPONSIBILITIES TENANT TO PROVIDE I GF-3 1 (LOW-EMISS IVTM 13M I (866)499-8857 I PR70(CLEAR) I NONE I USE WHEN SITE CONDITIONS REQUIRE (GC GC GC LANDLORDS SCOPE OF WORK Z N GLAZING FILM I GF-5 (GLAZING FILM-LIFESTYLE IMAGES I1 I 1 1 1 T 1 T 1 T 90001 STAFF J RESUBMIT REVISIONS FOR PERMIT q GLAZING FILM I GF-6 I SECURITY FILM-WINDOW GLAZING I DEFENSELITE I (888)689-5502 I GLAZINGLITE POLYCARBONATE SECURITY I NONE I WHERENONESECURITY ROVIDE AT EXTERIO REOCA]ONS PER ED.FG.SPEC, I GC1 GC1 GC NONST1 1 1 I 1 1 1 1 Architect/ Engineer of Record 1 METAL I MF-50 I BRUSHED STAINLESS STEEL PANELS 1 I I US32D I I IGCIGC GC FINISH NI METAL I I POWDER COATED I PRISMATICPOWDERS I 1 COLOR:BLACKJACK(FLAT) I I I 1 MF-51 866-774-7628 NONE GC GC GC lJ FINISH METAL&CLADDING COM USS-1522 \- 1 MIRROR I MIR-50 I MIRROR 1 PROVIDED& I 11/4"FLAT CLEAR 1 I I GCI GCI GC FINISH INSTALLED BY G.C. 1 I 1 1 1 ® MOOR R 6AAN N 1-SGH45-A103-REVOS A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 C GYP-1 P-50 RETAIL Seal W P-50 SALES AREA B MWB-51 CLG.HT.= 11'-0" MO PTF-50 4 5 B 9 42'-28Z" CORTLAND MORGAN ARLINGTON,TEXAS a gp . 1 W P-53 �� o 4 W FRP-40 OILET ROOM l ` — -- STOREFRONT 102 - A401 W P-51 I SOFFIT Architect/Engineer Job No.: B VB-40 LG.HT.= 8'-0" l mbv �_ A401 A401 3 l 100 C GYP-1 21-005 F VFT-40 3 `^ CLG.HT.= 10'-0" P 51 Nextore Store Design Revision No.: 3 I Oz —` 3 A401 7 l 07 ENTRY SOFFIT Nextore project 100 C MFP51 Number 82260 / 4 A401 rbv O CLG.HT.= 10'-0" Brand Design Type: A4o1 $ I �Z�j O SGH 4.5 G+ TILE INSTALLATION C ACT-42 BACK OF START LOCATION W P-53 HOUSE AREA ( CENTER OF DOOR IQ ISSUED FOR: ill 1 EI Construction B VB-40 I CLG.HT.= 16- F VFT-40 10 11 12 l /� l STOREFRONT l[\i1 / SOFFIT Title � I A401 3`Og" A401 l � 100 C GYP-1 I I ti 3 P-51 FINISH PLAN AND l 4 I I 3 W MIR-50 7 W BWP-50 6 W P 51 CLG.HT.= 10'-0" l A401 A401 O SCHEDULE Si Ilii%TTi7 j — — — 1 Date Sheet r t t 1 29/21 Drawn 8y C FINISH PLAN sTaff A103 SCALE: 1/4°=1'-0• Checked By CM DESIGN & CONSTRUCTION MANAGEMENT: / P-6" ,#4 BARS @ 12"O.C. / I\E)<MRE DOWEL IN REBAR SET IN EPDXYTAPE SEAM 4„ 1 GENERAL NOTES 10" , 4" "° �°`aPlM` OH4�° '15131>66raoo IBJ NEW CONCRETE / NEW VAPOR BARRIER D ry&o baaantt G .a W26 0.1(0 )413- W • 4 ALIGN EX.VAPOR BARRIER V.I.F. 1.) FLOOR FIXTURE DIMENSIONS ARE TO THE CENTER OF THE FLOOR BOX AT CONCRETE SLAB. STORE *3757 OVERLAP Washington Square ' /-EX. SLAB 2.) CASHWRAP DIMENSION IS TO THE CENTER OF STUB UP AT THE CONCRETE SLAB. 7 3.) ALL WALL DEVICE DIMENSIONS ARE TO THE CENTER OF THE BOX HORIZONTAL AND VERTICAL 9348 SW Washington Square Road N Tigard, OR 97223 6 p 4 Ai��iixz �iiiii ri iii o x o D x x- -x Space: W14 n � � Construction for:: 2 LEGEND ( \\ \\// \ \�OV LAP \ EXISTING COMPACTED y/ JAI'/'/ SUB-GRADE REPRESENTS CENTER LINE OF DEVICE VERTICAL 11106111111111111r / ER/lip \ ��/ / 4'-0" ~p}—REPRESENTS CENTER LINE OF DEVICE HORIZONTAL �\ / ��UFfS ER �\ CLG� ® ® ® O ELECTRICAL DWGS FLOOR TRENCH DETAIL 0 8 8 =8 = CD CD OA a 0 � I XALF 3 _1 o a V O LL R j � O CPM -r- CP V x C O I J N � � � V w N � ° Z) CD LI) [J Cr) CD Q CJ t!lyy]]i 114- Revisions: �Revisions: M Mark Date By Q1/29/21 STAFF 9D%DESIGN REVIEW SET Q2/12/21 STAFF JJ 100%BID/L.L.REVIEW SET A4 1T Q 2/1821 STAFF PERMIT Q9/1721 STAFF REVISED RESPONSIBILITIES TENANT TO PROVIDE yMj LANDLORDS SCOPE OF WORK. '1 Qs 92021 STAFF RESUBkIT REVISIONS FOR PERMIT LL LL ll LLLL ll x a x LL x LL LL LL x ¢ x LL x LLL.LLL LL: x < LL Li x LL x LL Architect/ Engineer of Record 1 LLF- � o_ < a ¢ ¢ < ¢ < a ,�.! a < a < ¢ < ¢ < a � Q < ¢ < J Q N J J O J N J JC) LLw O J N C� J J D O v C] m � °�' CY m a m O r m a m a m C] ,r- CY 0) (Y m 0 0) CD M CC@ C@ @ C@ C@ C@ C@ @ C@ ;:z@ C.@ C@ �@ '-61/4;' 2'-7 5/8" 1 1'-11" 2'-1" 1'-11" 2'-012" 2'-1 3/4" 1'-11" 2'-1" 1'-11" 2'-01/2" 2'-1 3/4"/ 1'-11" / 2'-1" 1'-11= 2'-7 5/8'I. /J COORDINATE WITHM 0 R G A N a — — — — — — — — — — — — — — ELECTRICAL SHEETS FOR I I II II I II II II DEVICES REQUIRED FOR ARCH ITEC T IL _ JI II IL _ JI II I LED WALLS 711 ER RD. L _ _ _ _ JL _ _ _ _ J L _ _ _ L _ _ _ _ JARLINGTON, L — _ - - JL — _ _ _ J IETZER _ J76012 PH: (817) 635-5696 ' A I JLJI FAX: (817) 635-5699 A104 i O° 6'-77/8" I TVP) II i —� N Seal CORTLANDMORGAN ----T11111 tnn JBOXLOATEC _ __ _ _ _ _ ABOVE CI LING I r J� r I C/� ARLIIV'GTON,TEXAS • FOR SIGN I I I I I I rJ rJ ✓I � Il .{''� (3) DUPLE k& I L — I oF0 (2) DATA I I L— _I L J @ 50"A.FIF. STUB-UP LOCATION FOR Architect/Engineer lob No.: I I CASH DESK.COORDINATE I 21-005 ^J L _ _ J WITH ELECTRICAL SHEETS I FOR REQUIRED DEVICES I Nextore Store Design Revision No.: I I N I I I J-BOX LOCATED 07 ABOVE CEILING FOR SIGN r -- -�� --- -, r---- 1r_ - ---I r - - - - 117- � II Nextore project I I I Number 82260 - Brand Desion Type: LILI11 � ,,, ' SGH 4.5 G+ < _ mnRDINATE WITH 5 1/2" S 12" 5 1/2' S 1/2" 5 1/2" 5 1/2" ELECTRICAL SHEETS FOR 3'-10314" 3'-77/8" 6'-21/4" 3'-77/8" 6'-21/4" 3'-77/8" -47/ DEVICES REQUIRED FOR ISSUED FOR: / ( LED WALLS 0 Construction J wJaF- uLL: J J LL J LY J LL QLL: Q L'i Q xJJ _ xQJ LLL_LQJ LLL_L; Q xxQQQ Q Q Q xJ ¢L_L xFJQ- LL_ xJ J LL x H LLZ +ZZZww + wZ wZ 00OOO0 � a0 a0 O O O 0aC JQ 7) N LL X22 C] ER C] o= � C] o= o3 C] arn C] o= � po= m C] � C) � C] o' m C) OmC] o' Title �O@ �0@ PO C� @ �0@ �Ox@ Co@ Co@ �0@ C0@ CO@ 0O z ELECTRIC / DATA DIMENSIONAL PLAN CELECTRIC / DATA DIMENSIONAL PLAN SCALE'. 114 1-0" Date Sheet 1129/21 Drawn By STAFF A104 Checked By CM Ii DESIGN & CONSTRUCTION MANAGEMENT: _ NE=RE 40001m io PIttC Mm OH 45W0 +1(513)13)765 rW S c_ lf6Creemery Brook East Granby,0 M26 +1(m)413-9140 W i - GEND)GM0100-LOCI I u u `uu uu da4:a. u . u STORE 03757 x Washington Square - - � 42 - -r 9348 SW Washington Square Road • - i � Tigard, OR 97223 \ _ j❑ Space: W14A .: B. � — 10'-0"A.F.F. 4 i ,,,..,, ,,,,�, _. ___- — i, -� Construction for: O.CENNG NEW ELECTRICAL PANEL AND TEL BOARD BY G.C. I m 44 2 o _ X8 COATS -- � o 0CD Ln kD m o I I L) 0 T u O 10-00TE0 10-00PEO 'OObEO 10-00VE0 j�� J B VB-40 n• � tosdEw �r L1-OR°P0 � J � N 0 * v 313HS dd)d h 00-zsozo _ no zsbzo ELEVATIONyjyL— '— — 9 =z1x�> — ,,,,,,,,,,,,,,,, ;,,,,,, ,,,,�, ,,,,,,,,1,,,,,,,,,,,,; ,,�/J/,,,,,,,,ti, ,,,,,,,,,,,,,,,� ;,,,,,,,,,,,,,,�!,,,,,,,,,,,, „� oa C SCALE:1/4,=1'-0" I L' V_ O A J N Q Q C:) WP-53 A41k It B.O.CEILING FLOOR PLAN •10'-0"A.F.F. OA G.C.TO PROVIDE SCALE:1/4"=1'-O" CONTINUOUS 1X6 F.R.T. WOOD BLOCKING. CENTERLINE OF BLOCKING TO BE MOUNTED AT T-9"A.F.F. o I r Revisions: o I - II— Mark Date By I� LRACK Qi 90%DESIGN STAFF — — 50%DESIGN REVIEW SET Qz 2/1221 STAFF 04305 oT 100%BID/L L REVIEW SET B VB-40 0 2/18/11 STAFF 3 G.C.TO PROVIDE CONTINUOUS ILLUMINATED PERMIT ELEVATION MIRROR OVER RECESSED IN-WALL BLOCKING FOR FIXTURES RAYBAN SIGN 07 MIRROR M AS REQUIRED.COORDINATE WITH 4 5/1721 STAFF DOOR(MIR-50) j (MIR-50) Q Q SCALE:1/4"=1'-0" / BY G..C.14/A401 < DETAILS"B"ON A/100 BY G.C.G15/A40', W P-50 W P-51 BWP-50 W P-SO REVISED RESPONSIBILITIES TENANT TO PROVIDE - Il' �( r LANDLORDS SCOPE OF WORK - /EQL EQ —SURFACE MOUNTED Q 92021 STAFF ILLUMINATED EQUAL EQUAL MIRROR(MIR-50)BY RESUBMIT REVISIONS FOR PERMIT r F SGH SIGN I I RB- TL G.C.8/401 - W P-53 B.O.CEILING :/ I I B.O. OC A.F FG . B.O.CEILING 11'-0"A.F.F. . w / •10'-0„A.F.F. �^ 'Sall a B� 1 / G / _ / 10-O aFF. Architect Engineer of Record .C.TO PROVIDE CONTINUOUS 1X6 F.R.T. -- — / / t wn-as HL MB-1 CY WOOD BLOCKING. r r � CENTERLINE OF BLOCKING TO f 'J \ BE MOUNTED AT T-9"A.F.F. 10 � / - C0 R T L A N 0 � / , � �-�� , M 0 R 0 A N C } 448:4.04 o� L a °° ARCHITECT - / DISPLAY MONITORS FRIDGE - j 1 - -- - - / FIELDER RD. IN SHROUD v ARLINGTON, ON, TX 76012 / 16/17 A401 Fn _ / PH: (817) 635-5696 - - /j FAX: (817) 635-5699 RECESSED 03400-01 03400-01 ozasz-oo U3400-01 e400-01 ozaszoo 03400-01 03400-01 CUSTOM —J Seal NEW CONCEALED Ir ( I r CABINET FIXTURE (LLLB-40 MIRROR DOOR 1 �J�r.> LED DIGITAL B MWB-51 B MWB-51 B MWB-51 MONITORS B MWB-51 > 1/402a �� C6 ELEVATION 4 ELEVATION 3 ELEVATION CORTLANDMORGAN SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" O V� ARLINGTON,TEXr4 a OF O Architect/Engineer Job No.: 21-005 C P-51 W P-50 W P-51 1 r, Nextore Store Design Revision No.: W P-51 G.C.TO PROVIDE CONTINUOUS 3 — MIRROR Y G.C. IN-WALL BLOCKING FOR FIXTURES 07 ABOVE BY G.C. AS REQUIRED.COORDINATE WITH f ALL STOREFRONT AREA WALLS AND SOFFITS DETAILS"A"ON A/100 1I W P-53 B.O.CEILING B.O.CEILING i a 1 uNeMore project • 11'-0'A.F.F. ll'-0"A.F.F. B.O.SOFFIT _ ran stn pe 260 B.O.CEILING ,. Number •10'-0"A.F.F. B.O.SOFFIT !� _ _ _-_ _ - _ 10'-0"A.F.F. Brand Design Ty • SO'-0"A.F.F. SGH 4.5 G+ _ ACCESSIBLE RESTROOM SIGN / \ / • � � )•,,• M � — "- • ISSUED FOR: SEE SHEET G002 / \ ^^^^r— ^^ ' ^ 0 Construction {/ J CD CD Title — / , W&109_104 ��. a.........�I ��, INTERIOR \ +•♦��♦ 6;5*204 \ / •��a.�art.�a.�� ♦�a.�a �a o��a.��aa0�4aai0�2i x'04 ' ►� -- ELEVATIONS RECESSED FIRE STORFRONT FRAMING L CUSTOM A+•••044-0•�••o•� • •� - "'' - '♦•♦•••••• ••' '"" r^-a nwaoaaz � RECESSED B VB-40 EXTINGUISHER CABINET (MF51)AND}"TEMPERED CABINET FIXTURE - LED DIGITAL B MWB-51 GLASS(TYP.) B MWB-51 DIGITAL SMART B MWB-51 MONITORS Date Sheet SHOPPER FIXTURE 1/402a 1/29/21 1/402c Drawn y C ELEVATION ELEVATION ELEVATION STAFF A200 SCALE:1/4"=1'-0" 02 SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" Checked By 01 CM DESIGN & CONSTRUCTION MANAGEMENT: GENERAL NOTES KEY NOTES �r1 1. ANY EXPOSED PLUMBING SHALL BE WRAPPED W/HANDICAPPED APPROVED WHITE VINYL DRAIN COVERS SUPPLIED AND INSTALLED BY G.C. 1. PAINT TOILET ROOM PARTITIONS(P-53). 10. INSTALL NEW TOILET PAPER DISPENSER AS INDICATED. NEXMRE 2. REST ROOM VINYL TILE ON FLOOR SHALL COMPLY TO FED.SPEC.L-F-475A(3)TYPE 11 GRADE A. 2. INSTALL NEW VINYL TILE FLOOR(VFT-40). 11. INSTALL NEW PAPER TOWEL DISPENSER AS INDICATED. / 3. PROVIDE NON-COMBUSTIBLE FRT IN WALL BLOCKING,IN ALL LOCATIONS OF EQUIPMENT AND ACCESSORIES REQUIRED TO BE WALL MOUNTED. I �J 3. INSTALL NEW WALL BASE(VB-40). 12. INSTALL NEW COAT HOOKS ON TOILET ROOM DOOR AT 48"&72" •6Coa mn&ci,:e,Malo,off asW 0.z(80 413-97M 9700 M 4. REFER TO ACCESSIBLE ACCESSORY INSTALLATION DIAGRAMS THIS PAGE FOR ALL TOILET ROOM ACCESSORY INSTALLATION. 4. INSTALL F.R.P.(FRP-40)ON ALL WALLS. AS INDICATED. �ecrea,,,e,yawk, cranM.aaoze �.itesgais-vzoo 3'-0" 6" S. G.C.TO PROVIDE SILICONE SEALANT JOINT AROUND ALL RESTROOM FIXTURES. 5. PAINT TOILET ROOM SIDE OF DOOR AND FRAME(P-53). 13. INSTALL NEW WATER CLOSET AS INDICATED.COORDINATE WITH 6. INSTALL NEW 42"GRAB BARS AS INDICATED. PLUMBING DRAWINGS FRO DETAILS. STORE *3757 7. INSTALL NEW 36"GRAB BAR AS INDICATED. 14. INSTALL NEW LAVATORY AS INDICATED.COORDINATE V fUH Washington Square - - ' 8. INSTALL NEW 18"VERTICAL GRAB BAR AS INDICATED. PLUMBING DRAWINGS FOR DETAILS. 9348 SW Washington Square Road 9. INSTALL NEW MIRROR ABOVE LAVATORY. Tigard, OR 97223 I ° , , - ' i Space: W14A H 11 14 A EQUIPMENT ACCESSORY SCHEDULE Construction for: T=TENANT B TOILET / ACCESSORY SCHEDULE 1 13 = GC =GENERAL CONTRACTOR MIN / MIN 10 E MARK DESCRIPTION MODEL# MANUFACTURER REMARKS SUPPLYINSTALL MARK DESCRIPTION MODEL# MANUFACTURER REMARKS SUBYLY IN BYLL " o I a A20 z [ � i �✓ 4 i 't SIX ItR 8UX S I YLt-1 WIUt-b tth I HIGH LOCKERS(#) EMPLOYEE LOCKERS 361686LK SALSBURY 18 INCHES DEEP -BLACK T GC I Q 42" GRAB BAR B-5806x42 BOBRICK GC GC SAFE SMALL DROP SLOT SAFE UC-025K SENTRYSAFE BOLTED TO FLOOR BY G.C. T GC I © , 36"GRAB BAR B-5806x36 BOBRICK GC GC 1 4 / MICRO MICROWAVE OVEN M01108SST AVANT] T GC I © I VERTICAL GRAB BAR B-5806x18 BOBRICK GC GC o 2 3 5 / FRIDGE 3.3 CU.FT.REFRIGERATOR RM3361B AVANTI COLOR:BLACK T GC I Q I MIRROR B-165 1836 BOBRICK ABOVE LAV. GC GC a� If Ln \ // W x D x H PIPP SHELVING STORAGE SHELVING PIPP W=WIDTH, D= DEPTH,H =HEIGHT T GC I Q I TOILET TISSUE DISPENSER B-543 BOBRICK GC GC 0 jMOP SINK SERVICE SINK #21996-24-SDL-HH ZURN GC GC I Q I UTILITY HOOK B-2116 BOBRICK X2 HOOKS, REFER TO PLAN FOR LOCATION GC GC v O - - - j WATER COOLER BOTTLED WATER COOLER #GNB210-CD OR GNW210 NEXUS O I HOOK TOWEL HOLDER KT1024 4 BOBRICK SIMPLE HUMAN STAPLES#180969 GC GC I r ` , O c - ------- I I ! I J 12 F v � � CD i � ^ o _ �� '1 TOILET ROOM KEY PLAN A-SGH4.5-A100-REV00 I I B-SGH4.5-A100-REV00 L . 2„_ „ SCA E.1 -1-0 _ �_ .am .:}y . .- .i,. .0 .., .. x .ena. .::.-n :.'...,t. .M% .. ux5.' .& W5m .•tlFT' +v ... -v i t ._. wi Y4. .. ,tti e... ,b „LL. .".£' as::v-... 4".-"J *N' ,t X: 'S'... .alY .:'F .:f Y,.^ ;-,,, , .tvti 'ti (^'_"v- „. _ _ ,,,.. .. ._«. .. 7 .s- .... , „... '. ,. .,..#�. , 4, .. .. ,1. a -. •z5 ..,.. ..ei ,w, a•da rk...aN'. _,.. }X>_w., ,§*:. .i'Pi.,e_a ...x v.. TM•ez3ai:'""":sY"-;;gym x. sa,,.. " ",_ . ., ,fes _.�,,.. .., .., .__ �.,.. 3' m•� ,..,. r� ,:. a,v. ,.-, . a -. ., x`.�. . ..,. 3.. .. ., , ' . �„ -+:s." s�. .. . .,, C Fa x vu s . f mr z K. w.�`. . , .4 �- ,:.. ...: ., - ..,..,� ... °z. .+ -� �.. .... «IIS'., _ ..s� . . - . s. -_ :.' �. s- ..�...: , aT ;,.�'..,. .�...'K zz_, ,tt� :a:� .e.. . ' .ts < � �.>,:.. 3s�,�,' v,. ," ,�:,..�%:s �, ;. ,, :, v.. _ � .,�,F . •r,. <, s''. �.. •,:v, ,{s , ,, .,_. .�'-. .: ..� #� -i ` >s_� ._ ,,., c 4� ...w. HX ;�"'+...,"�. �r=�".:�_... � ..s ., ,., r_. , .. '�.-, . .. � . -. ., �-a��. ,-,.:- a, C" � _M..,. `7 �,¢2.- .'£ .... n ,:.w .• .:,1 ix ....�s ... �?... - _... ". • s1iS. k c4 ..... n.FvYM.. 7k'..,. •:' 'mt 3. 4 ..:;. ..'„,. . � �� _. _ . ,_ _a+•._<.>__..- ,.vw_ th a- x t ?k � p$� PLAN VIEW Revisions: Mark Date BY Q129/21 STAFF 3 0 / 3 4 ' � 9096 DESIGN REVIEW SET MIN A 2/12/21 STAFFI 1 T-6" 1'-D" 1 24" 12" ` O �`� 100%BID/L.L REVIEW SET MIS� ' b 0\- 0 0 o Q 2/1821 STAFF o O m v At V PERMIT Q Q n v T in f in � m � Z _ a 9/1721 STAFF -'. ❑A © © n 10 ❑F -r n HREVISED RESPONSIBILITIES TENANT TO PROVIDE 1'-4"MIN LANDLORDS SCOPE OF WORK, GRAB BAR GRAB BAR 1'-6"MAX GRAB BAR MIRROR TOILET TISSUE DISPENSER UTILITY HOOK HOOK STRIP PAPER TOWEL DISPENSER ' Q5 92021 STAFF RESUBMIT REVISIONS FOR PERMIT C-SGH45-A100-REV00 Architect/ Engineer of Record 44 � lttt � �<n """"`7.�.+ y�... � -PLATES ARE 12 GAUGESTEEL AND 6" WIDE.(LENGTH VARIES). FURNISHED WITH STAINLESS C D R T L A NACHINE SCREWS TO ACCOMMODATE WALL FINISHES TO 11/2"THICK.ANCHOR PLATESM 0 R G A N TO STUDS BY WELDING,WIRING OR SELF THREADING SCREWS.RSGRAB BARS AS NOTED IN RESTROOM ELEVATIONS711 N. FIELDER RD. 012 ETER OR WIDTH OF THE GRIPPING SURFACE IS REQUIRED TO BE 11/4"TO 11/2"32 MM-38 ARLINGTON, TX 7696PH: (817) 635-5696THE SHAPE IS TO PROVIDE AN EQUIVALENT GRIPPING SURFACE.IF GRAB BARS ARE MOUNTED FAX: (817) 635-5699 T TO A WALL,THE SPACE BETWEEN THE WALL AND THE GRAB BARS IS TO BE 11/2'38 MM. Seal GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. GRAB BARS AND ANY SURFACE ADJACENT TO THEM CAN NOT HAVE ANY SHARP OR ABRASIVE ELEMENTS.EDGES ARE TO HAVE A MINIMUM RADIUS OF 1/8 INCH. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAX.BENDING MOMENT FROM THE CORTLAND MORGAN APPLICATION OF A 250 LB.POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. C�I� ARLI;rGTON1 TEXAS SHEAR STRESS INDUCED IN A GRAB BAR BY THE APPLICATION OF 250 LBF POINT LOAD SHALL BE LESS •�1 THAN THE ALLOWABLE SHEAR STRESS FOR THE MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED,THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT �� EXCEED THE ALLOWABLE SEAR STRESS. SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE APPLICATION OF A 250 LB. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER FASTENER OR MOUNTING Architect/Engineer lob No.: DEVICE OR THE SUPPORTING STRUCTURE,WHICHEVER HAS THE SMALLER ALLOWABLE LOAD. 21-OOS INJ 4 TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250 LB.POINT LOAD,PLUS Nextore Store Design Revision No.: THE MAX.MOMENT FROM THE APPLICATION OF A 250 LB.POINT LOAD,SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. 07 � �>W P-53 W P-53 W P-53 W P-53 GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR f I, � r /r � �f � ABRASIVE ELEMENTS.EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". 1 B.O.CEILING 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'-0"A.F.F. Number 82260 ' Brand Desiqn Type: PAPER \\ MIRROR 3 TO GRAB TO SGH 4.5 G+ TOWEL \ \ >< 38 MM 38 MM ISSUED FOR: M DISPENSOR o o n set% 0 �� - GRAB BARS V., ®Construction F MIRROR 2 �� LL LAVATORY I p ov LL C3 C ' WATER cL CLOSET Title / - - - - r - -- - - TOILET ROOM N B VB-ao e VB-40 WATER CLOSET B vB-ao LAVATORY g VB-ao PLAN, ELEVATIONS DETAILS Date Sheet 4 TOILET ROOM ELEVATION C TOILET ROOM ELEVATION C TOILET ROOM ELEVATION TOILET ROOM ELEVATION 129/21 Drawn SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" 01 SCALE:1/4"=1'-0" STAFF A201 Checked By yi CM I 111"X 20GA METAL STUD 3 5/8"X 20GA METAL STUD I DESIGN & CONSTRUCTION FRAMING @ 16"O.C.W/5/8" FRAMING @ 16"O.C.W/5/8" '* "' o o MANAGEMENT: t GYP.BD.BACK TO EXISTING GYP.BD.BACK TO EXISTING "'� -' \ 0 0 MALL BULKHEAD i�;i MALL BULKHEAD s \ 1'-081.. II I = LED MONITORS AT LED MONITORS AT = f y INTERIOR INTERIOR - f 3 5/8"X 20GA METAL TRACK 3 5/8"X 20GA METAL TRACK 0 0 NEXMRE (2)#10 SCREWS TO EXISTING (2)#10 SCREWS TO EXISTING (s ., ..� BULKHEAD FRAMING BULKHEAD FRAMING .,� �4000LumpaPIKEM OH 45M • 1(513)]65{-000 0 OG \ \\ � �mery 6ro0k East GraMy,ROfi0k6 �•1(86(9413-9100 STOREFRONT FRAMING 3 J"X 20GA !��' STOREFRONT FRAMING 3>�"X 20GA " (2)3 "X 18 GA STUDS (2)3 "X 18 GA STUDS - EANE METAL STUDS @ 16"O.C.5/8"SUBSTRATE METAL STUDS @ 16"O.C.5/8"SUBSTRATE FOR BOXED BEAM BEARING FOR BOXED BEAM BEARING f' STORE #3757 AND BREAK METAL CLADDING(MF-51) AND BREAK METAL CLADDING(MF-51) EXISTING MALL o 0 w"� L NEUTRAL PIER BY Washington Square NEUTRAL PIER RETURN BREAK METAL TO RETURN BREAK METAL TO \ ALL REQUIREMENTS< 9348 SW Washington Square R01d F EXISTING 3/4"ALUM o WINDOW FTHE IRAMINGDE OF HE WINDOW FTHE IRAMINGDE OF HE ALUM CHANNEL < Tigard, OR 97223 3 5/8"X 20GA METAL STUD 3 5/8"X 20GA METAL STUD G.C. < Space- W14A FRAMING @ 16"O.C. FRAMING @ 16"O.C. CHANNEL REVEAL NEW BREAK METAL IJ `- K METAL < COrIStrUCYIOn for: PANELS TO BE INSTALLED O BE INSTALLED <UBSTRATEX0 UP TO EXISTING CHANNEL � � ANNEL REVEAL Q REVEAL °" 2"X 6" SILL(MF-51) 2"X 6"SILL(MF-51) 7 SILICON BASED / f. v CONSTRUCTION WITH 1/2"TEMPERED WITH 1/2"TEMPERED GLASS ADHESIVE w MF-51 / GLASS �. W MF-51 J SEAM BRAKE METAL PANELS(MF-51) � ( Z 0 — 2" X 2"JAMB(MF-51) 2"X 2"JAMB(MF-51) / 1 ° BRAKE METAL PANELS(MF-51) F �-- BOX BEAM(2)12"X 18GA JOISTS ��--- BOX BEAM(2)12"X180GA JOISTS wI MF-51, (W MF-51 W/3 "X 20 GA TRACKS T&B W/3 "X 20 GA TRACKS T8:8 OVER SUBSTRATE PANELS BY �__IJ WJ OVER SUBSTRATE PANELS BY o SUBSTRATE TENANT STOREFRONT TENANT STOREFRONT Qv CONTRACTOR. FABRICATOR TO CONTRACTOR. FABRICATORCD Ln SILICON BASED PROVIDE SHOP DRAWINGS FOR TO PROVIDE SHOP V ' COAD �1- CONSTRUCTION APPROVAL. (TYP.) DRAWINGS FOR APPROVAL. v ' L ADHESIVE (T1 P) i O cf ---- --- o METAL SEAM DETAIL STOREFRONT DETAIL STOREFRONT DETAIL x U7 L SCALE: 1'-0" -1'-O" 06 SCALE:11/2" = P-0" 05 SCALE:11/2" = P-O" *' v 2"X 2"HEADER(MF-51) 0 onC P 51 1 C MF-51 Z, m '- �j BRAKE METAL PANELS(M51)OVER SUBSTRATE .- p SGH ILLUMINATED SIGN,INDIVIDUALLY x W MF-51 PANELS BY TENANT STOREFRONT -0 0 ILLUMINATED CHANNEL LETTERS,SIGN CONTRACTOR. FABRICATOR TO PROVIDEZ:3 J STOREFRONT SECTION STOREFRONT SECTIONICY) CONTRACTOR TO SUBMIT SIGN SHOP SHOP DRAWINGS FOR APPROVAL. (TYP.) 9 SCALE: = 1'-0" 08 SCALE: =1'-0" DRAWINGS TO LANDLORD FOR APPROVAL. Q � B.O. MALL CEILING 16-0"A.F.F. EXISTING MALL BULKHEAD _ EXISTING MALL BULKHEAD SEAMS FOR WHERE IT OCCURS BRAKE METAL + + / WHERE[T OCCURS + + / [Ln--) VERIFY VERIFY / rr� �` Qb Qb f / (TYP.) oIN FIELD IN FIELD �j III LJ I I �I � LU ��"` Revisions: " GYP. BD. RETURN TO GYP. BD. RETURN TO LJI �� U� —— BULKHEAD —_ BULKHEAD Mark Date By � SGH-4.5-FL-EL-24 Q1/1921 STAFF O T.O.TENANT STOREFRONT , O /� �. T.O.TENANT STOREFRONT 90%DESIGN RENEW SET + + O 16-10"ATT. ++ O I I 16-0" A.F.F. 0 11-5" 4'-8" 3 5/8"X 20GA TRACK + I I 3 5/8"X 20GA TRACK + I I , / 2/12/21 STAFF TO STRUCTURE ABOVE I I TO STRUCTURE ABOVE B.O. FASCIA O I 0 I 1W%BID/L.L REVIEW SET SECURE WITH PAPS ++ I I O SECURE WITH PAPS *+ I I 10'-0"A.F.F. ` 16"O.C. I I A300 16" O.C. 8 L A O I I A300 ry Q 2/1821 STAFF 2"X 2" AL UM 2"X 2"ALUMIN PERMIT 3 "X 20GA I I 3 J" X 20GA I I CH FITTINGS RANS EADER HEADER FIN DIAGONAL BRACING I E--�— STOREFRONT FRAMING DIAGONAL BRACING I F�-STOREFRONT FRAMING SHED MF-51 FI F 51 MF-51 48" O.C. I 3 "X 20GA METAL STUDS 48" O.C. I I 3 "X 20GA METAL STUDS 0 9/ll21 STAFF REVISED RESPONSIBILITIES TENANT TO PROVIDE @ 16"O.C. 5/8" I I @ 16" O.C. 5/8" / \ o ANDLORDS SCOPE Of WORK SUBSTRATE AND BREAK SUBSTRATE AND BREAK 3 J"X 20GA METAL I O i METAL CLADDING (MF-51) 3 J"X 20GA METAL I O I METAL CLADDING (MF-51) Q 92021 STAFF FRAMING @ 16"O.C. � q FRAMING @ 16"O.C. 0 I q \ RESUBMIT REVISIONS FOR PERMIT TO DECK ABOVE I i TO DECK ABOVE I ( / \ + STOREFRONT + + 3 5g"X 20GA METAL I * _ SIGN 3 J"X 20GA METAL +, / Architect/ Engineer of Record FRAMING @ 1 " O.C. I FRAMING @ 16"O.C. I I �CUSTO R / \ v I I I / \ PUL HED O / / EXISTING 3/4" I - I I W1 ALUM REVEAL BY O L.L. (TYP.) BOX BEAM (2)12"X 18GA I * ". I BOX BEAM (2) 12" X 18GA JOISTS \/� I JOISTS W/3 J" X 20 GA GYP-1 C O R T L A N D C GYP0 I J( I C P-50 W/3 "X 20 GA TRACKS T&B M 0 R 0 A N 1�//\VI I TRACKS I A R C H I T E C T P-50 0 I B.O. FASCIA I ,< B.O. FASCIA 10'-0"A.F.F. ` GYP-1 L I IU'-U'A.F.F. 06 GYP-1 C P-51 I / ` C P-51 �_ _ ARLINGTON, TX 76012 2"X 2" ALUMXJ / n / / / PH: (817)N. FIELDER 635-5696 HEADER(MF-51) C MF-51 • 2"X2" ALUM \ / FAX: (817) 635-5699 PATCH FITTING HEADER(MF-51) Seal (MF-51) i I a I FLOOR ELEV `O 0'-0"A.F.F. � 1/2 "TEMPERED GLASS— 1/2"TEMPERED FRAMELESS L 2"X 6"ALUMINUM SILL GLASS DOORS FINISHED MF-51 CORTLANO MORGAN �,,� STOREFRONT ELEVATION ARLINGTON,TEXAS SCALE.12"=1'4' 9� q. OF O }"TEMPERED GLASS FRAMELESS Architect/Engineer Job No.: DOOR I21-005 ____ _—_ —— — — _ _, ) 1O a — .— ——— — _�� — — Nextore Store Design Revision No.: 07}"TEMPERED GLASS = }" TEMPERED GLASS I g I Nextore project Number 82260 CUSTOM —� EXISTING NEUTRAL IL IF Brand Design Type: DOOR PIER CONSTRUCTION I ! \ EREQUIREMENTS. IER SGH 4.5 G+ PULLS AND CHANNEL I I � � � n � (� (� (� (� � I ( �' AND REVEAL PAINT READY I AL BY ISSUED FOR: FOR TENANT FINISH I 1'-0" 1'-0" I SGH-4.5-FL-E--24 I 0" J 1'-0" R MALL El Construction I ' . 4 3 4 A300 A300 A300 \-' A300 Title 2'-0" 01 s-s" 6'-0" 5'-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 uD (MF-51) FLOOR ELEV �� LEASE DIMENSION 0'-0"A.F.F. 0'-0"A.F.F. Date / Sheet STOREFRONT SECTION STOREFRONT SECTION STOREFRONT PLAN A300 Draw STAFF 1 A300 C0 SCALE:3/4" =1'-0" 3 SCALE 3/4"=1'-0 C SCALE:112*=T-o° Checked By CM DESIGN &CONSTRUCTION MANAGEMENT: /4\ ORE EXISTING ROOF DECK OVER EXISTING ROOF DECK OVER EXISTING ROOF DECK OVER EXISTING ROOF DECK OVER EXISTING ROOF DECK OVER 04000 Lumttica Pace,Mason,OH 45040 0+1(513)765-6000 METAL DECKING AND STEEL METAL DECKING AND STEEL METAL DECKING AND STEEL METAL DECKING AND STEEL METAL DECKING AND STEEL ;6 Creamery Brook,East Granby,Cr 06026 0+1(860)413-9700 BAR JOISTS BAR JOISTS BAR JOISTS BAR JOISTS BAR JOISTS ' STARE 03757 B.O. DECK ( B.O. DECK T--T 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— 3 "x 20GA METAL STUD--- l— EX.6"TRACK TO EX.6"TRACK TO EX.6"TRACK TO DIAGONAL BRACING DIAGONAL BRACING Tigard, OR 97223 UNDERSIDE OF DECK. UNDERSIDE OF DECK. 3$"X 20GA STUD BRACES @ UNDERSIDE OF DECK. 3 8"X 20GA STUD BRACES @ ALTERNATING TO ALTERNATING TO Space: W14A 48"O.C.SECURED TO WALL 48"O.C.SECURED TO WALL STRUCTURE ABOVE, STRUCTURE ABOVE, WITH#10 SCREWS WITH#10 SCREWS 48"O.C.(TYPICAL) 7 48"O.C.(TYPICAL) 7 Construction for: `y A400 � �� A400 / 3-5/8"X 20GA METAL 3-5/8"X 20GA METAL TRACK TO WALL STUDS W/ TRACK TO WALL STUDS W/ 3 "X 20GA METAL TRACK 3 "X 20GA METAL TRACK #10 SCREWS (TYP) - #10 SCREWS (TYP} 1 0 1 0 I � CO. -M- rr in 1 L to 1 GYP.CEILING GYP. CEILING `� GYP.CEILING _ _ GYP. CEILING GYP. CEILING �( 11'-0"A.F.F. II LA 11'-0"A.F.F. 1% 11'-0"A.F.F. 11'-0"A.F.F. 11'-0"A.F.F. C) Ln �Q —SUSPENDED —SUSPENDED —SUSPENDED ACT. CLG. —SUSPENDED —SUSPENDED o GYP. BD.CEILING GYP. BD.CEILING GYP.BD.CEILING 10'-0"AFF "" GYP. BD.CEILING GYP.BD.CEILING o T U0 ACT.CEILING a 0 �-- 1HR RATED DEMISING WALL: EXISTING 6" METAL STUDS @ 16" O.C.OPEN TO STUDS v 1HR RATED DEMISING WALL: E—5/8"THIN BRICK WALL COVERING 1HR RATED DEMISING WALL: p EXISTING 6" METAL STUDS @ 16" BWP-50)OVER GYP. BD.TO EXISTING 6" METAL STUDS @ 16' ACT. CLG. G.C.TO INSTALL NEW SOUND BATT. ( 3-5/8"X 20GA METAL 3-5/8"X 20GA METAL '- V O.C..W/SOUND BATT.AND 5/8" UNDERSIDE OF CEILING O.C..W/SOUND BATT.AND 5/8" 8'-0 A.F.F. j INSULATION AND 518"GYP. BD. � 1✓ GYP. BD. FULL HEIGHT TO GYP.BD.FULL HEIGHT TO STUDS AT 16' O.C.W/(2) STUDS AT 16"O.C.W/(2) p FULL HEIGHT TO UNDERSIDE OF UNDERSIDE OF DECK. UL DESIGN UNDERSIDE OF DECK. UL DESIGN LAYERS OF 5/8" TYPE "X" LAYERS OF 5/8" TYPE"X" Ln x DECK. UL DESIGN U-465. GYP.BD. ON THE SALES ACT.CEILING GYP.BD. ON THE SALES U-465. U-465. v� o SIDE, 1 LAYER ON B.O.H. SIDE, 1 LAYER ON p SEE SHEET A100 FOR REQUIRED SIDE TOILET ROOM SIDE Q � FIXTURE BLOCKING DETAILS E 3 5/8"20 GA.MTL.STD. F 3 5/8"20 GA. MTL. STD. @16"O.C.W/5/8"GYP.BD. @16"O.C.W/5/8"GYP. BD. TO UNDERSIDE OF CEILING O TO UNDERSIDE OF CEILING SEE SHEET A100 FOR REQUIRED SEE SHEET A100 FOR REQUIRED TOILET ADJACENT I RETAIL AREA l i FIXTURE BLOCKING DETAILS FIXTURE BLOCKING DETAILS �B.O.H.AREA� � RETAIL AREA� � ROOM I ( RETAIL AREA ADJACENT I I RETAIL AREA f (ADJACENT 1 ( 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 Mark Date By O W/PAF'S @ 16" O.C. O W/PAF'S @ 16"O.C. W/PAF'S @ 16"O.C. W/PAF'S @ 16"O.C. METAL WALL � 0 1/29/21 STAFF BASE (MWB-51) METAL WALL METAL WALL - _`� METAL WALL r METAL WALL 9G%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) �w/ BASE (MWB-51) SLAB SLAB SLAB J. 6 6 6 6 � 2/12/21 STAFF 100%BID/L.L.REVIEW SET A400 A400 A400 A400 WALL SECTION WALL SECTION WALL SECTION WALL SECTION S T PER STAFF 1 SCALE:3/4"= 1'-0" 2 SCALE:3/4"= 1'-0" 3 SCALE:3/4"=P-0" q" SCALE:3/4"=V-0" SCALE:3/4"=1'-0" - A 9/17(21 STAFF REVISED RESPONSIBI MES TENANT TO PROVIDE LANDLORDS SCOPE OF WORK. - jA\ A 9/20/21 STAFF l \ RESUBMIT REVISIONS FOR PERMIT 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. CLIP EXISTING ROOF DECK OVER Architect/ Engineer of Record ALTERNATING TO THE 0 ANGLES AT 48"O.C.MAX. METAL DECKING AND STEEL STRUCTURE BAR JOISTS 77 ONI .wr � B.O. DECK (z 3 5/8"X 20 GA TRACK 17'-8"A.F.F. 3$"x 20GA METAL STUD C O R T L A N fl DIAGONAL BRACING M O R G A N ALTERNATING TO ARCHITECT r.r. STRUCTURE ABOVE, 48"O.C.(TYPICAL) IN 7 711 N. - 1,I A400 / ARLINGTON,EETX76012 /// PH: (817) 635-5696 ACOUSTCAL CEILING —ACOUSTCAL CEILING - 3$"X 20GA METAL TRACK FAX: (817) 635-5699 I Seal METAL STUDS ! GYP.CEILING SECTION DETAIL % 11'-0"A.F.F. � r� CORTLA,ND MIaaoAN SUSPENDED QA GYP. TEX,gg A TRACK TO DECK DETAIL GYP.BD.CEILING 7 3"= 1'-0" Architect/Engineer Job No.: 21-005 ACT.CLG. Nextore Store Design Revision No.: ..........:..... ........ ... .... .. , 3-5I8"X 20GA METAL 8'-0"A.F.F. STUDS AT 16"O.C.W/ ACT.CEILING 5/8" TYPE "X"GYP. BD. 0 7 Nextore project Number 82260 Brand Desiqn Type: SGH 4.5 G+ METAL STUDS SECTION DETAIL TOILET - I RETAIL AREA I ISSUED FOR: ROOM I ®Construction METAL TRACK PER SECTION DETAIL (2)HILTI X-U-P8 POWDER ACTUATED FASTENERS 16"O.C. 3-5/8"X 20GA METAL Title SHANK LENGTH 1" TRACK TO CONCRETE SLAB SHANK DIAMETER.16 INCH W/PAF'S @ 16"O.C. _ —CONCRETE SLAB WALL SECTIONS METAL WALL BASE (MWB-51) L—J Date Sheet 6 A400 1/29/21 g Drawn By TRACK TO SLAB DETAIL A S T N Checked AFF A400 By 3"= V-0" SCALE:3/4"=1'-0" CM 8'-0 5/8° GYP.BD. C DESIGN & CONSTRUCTION 13 3'-1116" L 2 0� la. �F- 1/2" TEAR AWAY L BEAD % 11'-0"A.F.F..F. MANAGEMENT: A401 7C.R.LAURENCE CO., (HOLD) @ HEAD ---- L D645P - NEXMRE TO �/ CRL POLISHED 1/4"DEEP I FI •�DOOR 5[. NOSE ALUMINUM A.F.F. A.F.F. j 1-CHANNEL I II I — J — 4M Wmmca Place.Maven.OH 45N0 °1(513)]6® I C GYP-1 GYP-1 �6Crea,gry Brink.East Granby,CT 06026 0.1(860)413-97M I I —1/4"MIRROR / 13 1 1/4"MIRROR OVER MIRROR C P-50 A401 C P-50 ADHESIVE OVER MDF OVER STORE 03757 i w p 5/8"GYP.BD.OVER 3 5/8" (1/2" GAP I O 2DGA.MTL.STD. Washington Square W MIR-SO (ALL SIDES, TOP I i SIM p F� 9348 SW Washington Square Road I & BOT.) I o MIRROR - TOP DETAIL INSPROTALLED EDBY Tigard,a INSTALLED BY G.C.. I I ard, OR 97223 3' 4" A.F.F. _ "woo A4o1 13 SCALE: 3" -1'-0" Space: W14A Construction for: B.O.TOP MIRROR LRPLATE Sl, HOME THEATER — f AND AV QUIET CABINET - A 1/4"MIRROR OVER MIRROR ` COOLING FAN SYSTEM, 4 ADHESIVE OVER MDF OVER INCH, MODEL AI-CFS80BA TEAR OFF STRIP 20G GYP.BD.OVER 3 5/8" 12 (SUPPLIED &INSTALLED BY 20GA.MTL.STD. G.C.) 24"x3 1/2" VENT HOLE 'i THROUGH 3/4" MDF (FYP) 0'-0" A.F.F. 15 MIRRORED DOOR DETAIL "Oe C.R.LAURENCE CO., DV607BA Q.� SCALE: 6" 1'-011 CRL BRIGHT ANODIZED 0 O 1/4"ALUMINUM L-BAR W MIR-50 O Ln t 17 o- PROVIDE RECESSED DIG-0003L-01 - ELEVATION i EXTRUSION PROVIDED AND INSTALLED W MIR-50 _ " o SCALE: 1/2" -1'-0" ui L-U22MIRROR ABOVE. L BY G.C..MUST ALIGN WITH D A INSTALLED BY G.C.. � u) Q ND 5/8"GYP.OVER 5/8"GYP. / O c OVER 3 5/8"20 GA. MTL. STD. / x 0 I 5/8"TEAR AWAY L BEAD(TYP.) 12 MIRROR - INTERMEDIATE DETAIL -� SCALE: 3" -1'-0" 3/8" MDF OVER GYP. BD.- — I — m (PAINT TO MATCH WALL) p — 1/4" MIRROR F 1/4"MIRROR OVER MIRROR J L ADHESIVE OVER STOCK N VA__ -" !u/� DOOR Q 00 V p % OR - V 1/4'MIRROR OVER MIRROR �- I •S ADHESIVE OVER MDF OVER RETURN WALLS Y ZOGA.MTBD.OVER 3 5/8" - MONITORS ; ___1 "v O C.R.LAURENCE CO., z AIRPLATE S1, HOME _ fi D636P THEATER AND AV QUIET CRL POLISHED 1/4" _ r CABINET COOLING FAN STANDARD ALUMINUM 11 11 SYSTEM,4INCH, MODEL ! L—TEAR OFF STRIP CHANNEL A401 I A401 CENTER AI-CFS80BA(TYP.OF 4, ,T — i J b'-0"A.F.F. SUPPLIED&INSTALLED BY Revisions: G.C.) L — — J — — @ Mark Date By ° DETAIL @ RECESSED WALL MIRROR DETAIL @ WALL MIRROR p 1/29/21 STAFF w 14 WALL FLUSH MIRROR DETAIL - PLAN VIEW 11 MIRROR - BOTTOM DETAIL 10 SCALE: C SCALE:3/4"=1'-0° 90%DESIGN REVIEW SET U r SCALE: 6" -1'-0" SCALE: 3" -1'-0" > Q ( Q 2/12/21 STAFF R' m - 100%BID L.L.REVIEW SET0 Z Q i Q 2/18/21 STAFF � 9 HANG-UPS UNLIMITED 310-453-3806 PERK _I A401 TOGGLE EYE TE-10 e" PROVIDED AND INSTALLED 0 J 1 )r REVISED RESPONSIBILITIES TENANT TO PROVIDE 4 9/17/21 STAFF SPEED CONTROLLER MOUNTED J 1/4" MIRROR OR PARTITION Bl ILD-OUT ° BY GC. (TYP. OF 4) LANDLORDS SCOPE OF WORK. MIRROR ADHESIVE IN BOTTOM. DAISY CHAIN TOI I OVER 3/4" MDF. i 0 9/20/21 STAFF FANS. (SUPPLIED&INSTALLED MIRROR BY G.C. RESUBMIT REVSIONSFORPERMI 5/8" MDF I i 1/4"x 1" HAR 1/4"x 1° HARD s OVER GYP. BD. WOOD PAINT TO , 2' 1 1�WOOD PAINT TO MATCH WALL(TYP: .�' �Ir MATCH WALL(TYP.) } MDF QN Architect/ Engineer of Record 1"x 1/2"ALUM.--/ 3 Z ANGLE. FINISH } O , � T.B.D. BY G.C. / T /// 1"x 1/2"ALUM. w � _ � I i ANGLE. FINISH J w 1/8" FERRULE AND STOP SET BY GC (TYP.) HANG-UPS UNLIMITED ' 0 u 3/8" REVEAL T.B.D. BY G.C. CEILING 310-453-3806;TOGGLE EYE TE-10 z_ Ell / 3-5/8"X 2UGA METAL = PROVIDED AND INSTALLED BY GC C 0 R T L A N 0 I STUDS W/5/8" GYP. BD. 3/8" REVEAL Q 1/16" WIRE ROPE BY GC (TYP.OF 4) SEE DETAIL M 0 R G A N / ARCHITECT s z Q - - - - - - - - - -- - -- -- -- -- - -- 7- - - - - -- `° - - -� - - - a / / w w 711 N. FIELDER RD. i U I ARLINGTON, TX 76012 { Z < PH: (817) 635-5696 1 (D t FAX: (817) 635-5699 SURFACE DIG-0003L-01 - VERTICAL SECTION Q EXIST. WAYFARER — Seal 1 (D6 / O ATTACHMENT POINT SCALE: 1" -1'-0" .S 1 HANGING WAYFARER �1 11'-10-° - - - - - - - - - - GLASSES CORTLAtti'OMORGAN a Cly ARLINGTON,TEXAS a ,O� G.C. INSTALLED SURFACE MOUNTED MIRROR WAYFARER SUSPENSION DETAIL GLASSES WAYFARER DETAIL 7 MIN 91�p�o� " A.F.F. 8 SCALE: 1112" -1'-0" 7 SCALE: 1'-0" -1'-0" 6 SCALE: 1112" -1'-0" Architect/Engineer lob No.: 21-005 Z I CEILING HOOK I dl Nextore Store Design Revision No.: LOCATIONS 07 TS-42 HARD ILE TO HARD ILE Nextore 1 Number Project 9'_02, 82260 Jr i Brand Desiqn Type: SGH 4.5 G+ sic � �dc DOOR LEAF _ I DOOR FRAME ISSUED FOR: I ®Construction Ln I z VB-40 TENNT DIG-01104-02 DIG-01104-02 MWB-51 v TRANSITION I ON THINTILE SET •1� / �kLL�;� _Q I d Title STRIP(TS-40): MORTAR BED TRANSITION STRIP SECTIONSa /� PTF 50 JEW/IN V.C.T. �(� TEN ALLnLE O_ M CX 100RING / • - !� `� - -... TENANT TILE ON THIN _ �_..�.,.—� VFT-40 1 / ///// /�7//� '7/ - , F„ .,, j SET MORTAR BED DETAILS \\ Date Sheet I III // Drawn dy 9/ 21 5 WAYFARER INSTALLTION 4 NON-SALES BASE DETAIL 3 °SALES BASE DETAIL 2 FLOOR TRANSITION DETAIL 1 FLOOR TRANSITION DETAIL STAFF A401 Checked By SCALE: 1/2" -1'-0" SCALE: 6" -1'-0" SCALE: 6" -1'-0SOLE: 6" -1'-0" TS 40 HARD TILE TO V.C.T. SCALE: 6" -1'-011 CM DESIGN & CONSTRUCTION MANAGEMENT: i t\EXTORE _d STORE 437S7 Washington Square B.O. SOFFIT ,� 9348 SW Washington Square Road to -o A.F.F. Tigard, OR 97223 Space: W14A Construction for: I ; 0 1 1010 1 I ELECT ONICS I I ELECT OHCS I T0 i 0 1 1 0 i 0 1 ' L__ __ J L__ _j o - -�' oLn - - - - o YO Cf II I xo � ° 1 1 0 11 0 1 +--- -- IELECT ONICS I I ELECT ONICS I }' U on- `' V ^�vO ` -- � --J. 7 w O o_ L° °J IL J `n x Co CS CD J J Cl: I I O Q O AIM --- -+-+--- ---+ I ELECTRONICS I I ELECT ONICS I --0 0 1 1 0 1 01 L —_'_- 11 L1_ _1J 121 r' rT- - --Cal rT- - -Zel Revisions: Mark Date By Q12921 STAFF 1 5 —J_ o ; O I 1 O ; O 1 9D%DESIGN REVIEW SET 3 g" X 20GA STUD I ; I I ; I I 3-5/8 " X 20GA TRACK BRACES @ 48" {--- _j A 21221 STAFF O.C. SECURED I ELECT I I °""O I 100%BID/LL.REVIEW SET SECURED TO STUDS VAI CS TO WALL WITH J`l 1 I I Q I 3 5/8" x 20GA METAL STUDS '' #10 SCREWS L= 2/1821 STAFF —'_ J L —'— J @ 16" O.C. W/ 5/8" GYP. BD. _ ° PERMIT 3 PAINTED (P-51) 2-1/2 " X 20GA ' - ••••• p'^-"•" ••••• • , Q 9/1721 STAFF B.O. SOFFIT TRACK SECURED REVISED RESPONSIBILITIES TENANT TO PROVIDE o LANDLORDS SCOPE OF WORK. 10'-0' A.F.F. TO STUDS T.O. FINISHED OPENING A 92021 STAFF @ 9'-5 3/4" A.F.F. ``° 3 5/8" x 20GA RESUBMIT REVISIONS FOR PERMIT ° .. ,.a METAL. STUDS i T.O. SCREEN 402 0 @ 16;; O.C. GC FOR VOENTILATION PER HOLES 48 �' s Ba 6 4a Architect/ Engineer of Record @ 9'-5 1/4" A.F.F. 2 1/2 x 20GA METAL PATTERN DIMENSION (TYP) STUDS @ 16" O.C. 3a" , 2`s" a" GYP.BD.OPENING s: C0RTLAND 0 M D R 6 A N ARCHITECT e 2x4 VERTICAL LED - VENTS 7„ N. FIELDER RD. '10 ARLINGTON, TX 76012 PH: (817) 635-5696 DIGITAL DISPLAY 2 S�ALE:1" =1-0` FAX: (817) 635-5699 MONITORS Seal F EXISTING 6" METAL STUD DEMISING WALL 2"X4°18GA L-ANGLE (TYP.ACROSS TOP) . - CONSTRUCTION CORTLAND MORGAN ARLINGTON,7W o (2)1-HOLES @ TOP 0 �� /8'MUD IN L BEAD - BETWEEN EACH VERT. 5 5/8"CFYPSURROUND) STUD FOR AIRFLOW 3/4" FIRE RETARDAND O.F' TREATED MDF INSIDE t ELECTRICAL&DATA BOX OUT PAINTED Archxew Engineer Job No.: TOP OF OUTSIDE F.O. I� �. 21-005 @ 9'-5 3/4'A.F.F. I SEE ELECTRICAL SHEETS P-51 Nextore Store Design Revision Na.: '^ RECESSED FIRE EXT. STOREFRONT �''`� CONSTRUCTION: LED SCREENS&BRACKETS 3/4°MDF INSIDE BOX OUT o CABINET _ 3-5/8" x 20GA 07 PAINTED TO MATCH WALL ° -� � METAL. STUDS a ° 0 ~ Nextore project ZIA �j/A Number 82260 21/2" x20GAMETAL. — -- - ----- STUDS @ 16" O.C. W/ 5/8" e� ° ° ^ Brand Design Tvpe: 402 GYP. BD. PAINTED (P-51) -- a 4444-- STOREFRONT SGH 4.5 G+ 12 2--01" 1 —� FRAMING AND B.O. SCREEN —2 1/2" x 20GA METAL ' T GLASS construction STUDS @ 16" O.C. @ 1'-01/2" A.F.F. o ; 3 — DIGITAL DISPLAY BOTTOM OF F.O. 3/4 FIRE RETARDANT 402 @ 1'-W A.F.F. BOTTOM OF F.O. TREATED MDF INSIDE MONITORS l-_ --- 112"MUD-IN @ l'-0" A.F.F. O BOX OUT PAINTED 3 ' 2'458° z$" Title CORNER BEAD 3 5/8" x 20GA METAL STUDS LED DISPLAY WALL 2 1/2 " X 20GA TRACK TO (P-51) GYP.BD.OPENING @ 16" O.C. W/ 5/8OF " GYP. BD. �0 ` CONC. SLAB WITH PAPS 1 SECTIONS A N D 3'-0" PAINTED (P-51) _ _ DETAILS 3 5/8 " X 20GA TRACK TO — CONC. SLAB WITH PAF'S A4oz Date 1'`/29 21 Sheet Drawn By 4DETAIL 3 2x4 VERTICAL LED - SECTION 1 2x4 VERTICAL LED - PLAN SECTION STAFF A402a Checked By SCALE:3" =1'-0" SCALE:1"=1'-0" SCALE:1"=1'-0" CM t( DESIGN & CONSTRUCTION MANAGEMENT: NDJORE 0 4000 Lum"I[a Race,Meson,OH 45040 0•1(513)765-60 066"army ao"k.Eat Gft..Cr 06036 9-1 W 41397W I`r STORE #3757 Washington Square 1 9348 SW Washington Square Road Tigard, OR 97223 Space: W14A B.O. SOFFIT Construction for: 10'-0" A.F.F. I - j Il I_ZI rT 101011Oial I C: +— ❑ v ELECT M6 --I I ELECT MCS I /�/'� 0 � 1 0 1 0 1 1 0 1 �'- 1J I 0 0 L L —_I—_J Ljo c o g o g °x o Q) � F - -I—_� r ---- , 4 I I '— O e 10 i I I a I �• ' Aco o I NELECT rvICS I I ELECT NICS 1 0 1 0 1 1 0 1 O- — ^ o L--'-- J L --J Qv Z m I CL 0 1 0 1 1 0 1 a- I , ELE l MICS I T MC5 1 1 1 1 G- — Revisions: 1 I Mark Date By — — ,y IL—— Q 10%DE STAFF L /J L J ' 90%DESIGN REVIEW SET 3-5/8 " X 20GA TRACK 3 g" X 20GA STUD BRACES @ 48" r- `i r— 02112/21 STAFF SECURED TO STUDS I O.C. SECURED — 3 toD B% ID/LL.REVIEW SET F TO WALL WITH F 101 1 ' 3 5/8" x 20GA METAL STUDS #10 SCREWS I i I I 1 a 1 Q 2/18/21 STAFF ' @ 16" O.C. W/ 5/8" GYP. BD. +_- __H___ _ PERMIT 1 PAINTED (P-51) 1 ELECT MCS I I CT MCS I B.O. SOFFIT — 2-1/2 X 20GA _ TRACK SECURED I Q I I Q T' Q 9/17/21 STAFF ` TO STUDS L ___ J L __ J REVISED RESPONSIBILITIES TENANT TO PROVIDE 10 -0' A.F.F. 1' r1go LANDLORDS SCOPE OF WORK. T.O. FINISHED OPENING -� i L L — 9/20/21 STAFF — ,� 0 1 `" 3 5/8" x 20GA '• • 5 RESUBMIT REVISIONS FOR PERMIT @ 9'-5 3/4n A.F.F. .. .. ... METAL. STUDS @ 16" O.C. o 1 T.O. SCREEN 402 Architect / Engineer of Record @ 9'-5 1/4" A.F.F. 1 —2 1/2" x 20GA METAL _ STUDS @ 16" O.C. a$" 6.. s4° 6.. a8° � GC TO CORE 2"0 HOLES r` 1 1 i 1 ' ' ' ' FOR VENTILATION PER } PATTERN DIMENSION (TYP) C 0 R T LA N 0 e z$' z-5 3'4. M 0 R G A N o J, GYP.BD.OPENING r, ARCHITECT ° 711 N. FIELDER RD. Q 2x4 VERTICAL LED - VENTS ARLINGTON, TX 76012 PH: (817) 635-5696 DIGITAL DISPLAY 2 SCALE:1" =l'-O" FAX: (817) 635-5699 MONITORS Seal f � —EXISTING 6" METAL rcc STUD DEMISING WALL z°xa"18GA.L-ANGLE CONSTRUCITON RTLAND MORGAN { (TYP.ACROSS TOP) CIS ARLINGTON,TEXAS O t r _ _ (2)1'HOLES @ TOP 402b — -- BETWEEN EACH VERT. O Fg " 5/8"MUD IN L BEAD STUD FOR AIRFLOW 3/4" FIRE RETARDAND 3'-0" O (TYP.SURROUND) TREATED MDF INSIDE • Architect/Engineer Job No.: TOP OF OUTSIDE F.O. I, I� ELECTRICAL&DATA BOX OUT PAINTED 3in z_� �• 21-005 @ 9'-5 3/4'A.F.F. SEE ELECTRICAL SHEETS (P-51) a r a / r GYP.BD.OPENING Nextore Store Design Revision No.: ( LED SCREENS&BRACKETS __ 3/4'MDF INSIDE BOX OUT o 3 07 PAINTED TO MATCH WALL Q 3/4" FIRE RETARDANT aozb TREATED MDF INSIDE 2'o'4 DIGITAL DISPLAY ° MONITORS Nextore project BOX OUT PAINTED 1„ 1„ Number 82260 (P-51) Brand Design Type: 4 — � , ° ® ° , STOREFRONT SGH 4.5 G+ 402a FRAMING AND 2 1/2" x 20GA METAL. � , B.O. SCREEN STUDS @ 16" O.C. W/ 5/8" Wim . �� , GLASS ISSUED FOR: II 2 1/2" x 20GA METAL � = ®Construction - STUDS 16" O.C. GYP. BD. PAINTED (P-51) " @ 1'-0 1 2 A.F.F. / o l... . BOTTOM OF F.O. r % @ r-o A.F.F. — BOTTOM OF F.O. -o 11/2'MUD-IN = j @ 1'-0" A.F.F. �. STOREFRONT Titre CORNER BEAD 3 5/8" x 20GA METAL STUDS `�"�_ — 21/2 " X20GA TRACK TO coNSTRucTION: LED DISPLAY WALL / CONIC. SLAB WITH PAF'S META x STUDS SECTIONS AND METAL. STUDS rt PAINTED (P-51)5/8" GYP. BD. HiQ � — DETAILS 3 5/8 " X 20GA TRACK TO� CONC. SLAB WITH PAPS Date Sheet 1`29/21 Drawn y 4DETAIL 3 2x4 VERTICAL LED - SECTION 1 2x4 VERTICAL LED - PLAN SECTION STAFF A402b Checked By SCALE:3"= P-0" SCALE:1"=P-0" SCALE:1" = 1'-0" CM DESIGN &MANAGEMENT:MANAG NE) MRE 0 4 LOwn¢a%a¢,Mam,Ck145010 •-L(513)76S WOO 6 Creamery Brook,Eak Gnnbg CT OWE6 I(e )413-9700 STORE 03757 Washington Square 9348 SW Washington Square Road Tigard, OR 97223 Space- W14A Construction for: 5^ 8 3'408" C 1'-4$" / MIRROR(M-50) � `. � yis O 0 Ln B.O. CEILING �. o / 11'-0"A.F.F. T-08'-• w^ t C.R. LAURENCE CO., D645P CRL j POLISHED 1/4" DEEP NOSE o ALUMINUM J-CHANNEL 1„ Z-104" 1. CU 2 C.R. LAURENCE CO., D645P CRL 3/8" REVEAL 3/8" REVEAL o a POLISHED 1/4" DEEP NOSE O 1"x 1/2"ALU r �1"x 1/2"ALUM. Z `v° ALUMINUM J-CHANNEL 3 5/8""X 20GA METAL 0 - STUDS @ 16"O.C.TO 6" ANGLE. FINISH �„� ANGLE. FINISH ABOVE CEILING T.B.D. BY G.C. O _ O T.B.D. BY G.C. 3/4" MDF PAINTED (P-50)OVER / J Q CD D--/ MDF ATTACHED �� 1/4" MIRROR OR MIRROR ADHESNI 5/8"GYP. BD.ON 3 5/8"20GA. 1/4"x 1" HARD—/ 1/4"x 1" HARD MTL. STUDS @ 16" O.C. WOOD PAINT TO GYP. BD. OVER 3/4" MDF.WIDTH TO MATCF WOOD PAINT TO TO MATCH SMART SHOPPER MIRROR BELOW. MATCH WALL(FYP.) / O WALL(FYP.) FACE OF MIRROR TO ALIGN WITH 3 MIRROR SMART SHOPPER BELOW. NOW/ i / 84r /38r ' 38.. — 4 - W MIR-50 2 G.C. INSTALLED MIRROR ABOVE 6' -9 1/2 " A. F. F. DETAIL Z 5" 1/4" MIRROR OR MIRROR ADHESIVE OVER SCALE:11/2'=1'-0" 8 8 3/4" MDF.WIDTH TO MATCH SMART Revisions: SHOPPER MIRROR BELOW. FACE OF MIRROR Mark Date By EXISTING METAL STUD TO ALIGN WITH SMART SHOPPER BELOW. - O Q DEMISING WALL 1/29/21 STAFF90%DESIGN REVIEW SET CONSTRUCTION 1x1 ALUM.ANGLE / 1x1 ALUM.ANGLE (SHARP CORNER) (SHARP CORNER) CCLEAR ANODIZED CLEAR ANODIZED Q 2/12/21 STAFF 300%BID/L.L.REVIEW SET 0 2118m STAFF 0 ' B.O. FINISHED OPENING PERMIT ` 9/9117121 STAFF 6' 9 1/2"A.F.F. / / REVISED RESPONSIBILITIES TENANT TO PROVIDE LANDLORDS SCOPE OF WORK. Q9/2021 STAFF RESUBMIT REVISIONS FOR PERMIT i Architect/ Engineer of Record 1 3-5/8"STUDS < DIGITAL SMART SHOPPER FIXTURE J / / / / / W/5/8"GYP. BDW4 k1 . �I O ao2 C0 RTLAND i 1/4' MIRROR OR MIRROR�f�etx m� "e M 0 R G A N ADHESIVE OVER MDF. ARCH ITEC T WIDTHT WIDTH TO MATCHH S SMART "a02 a°z G.C. SUPPLIED AND SHOPPER MIRROR BELOW T-o-" INSTALLED MIRROR AND BACKER FIELDER RD. HOLD '�I ARLINGTON, ON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 Seal METAL STUDS 1B CUSTOM BUILD OUT FLOOR PLAN ABOVE 6' -9 1/2 " A. F. F. METAL STUDS @ 16" CORTLAND MORGANO.C.TO 6"ABOVE SCALE:11/2°= 1'-0" CEILING C ARLINGTON,TEXAS m o op O 4e Architect/Engineer Job No.: 21-005 3/4" MDF PAINTED(P-50)INSTALLED ON FACE OF EXISTING COLUMN Nextore Store Design Revision No.: 84- 3$"BUILDOUT O 3J 4 / 3-5/8" STUDS W/ — w / NNextore umber Project 5/8"GYP. BD.TO _ 82260 6-91/2"A F,F. Brand Design Type: EXISTING METAL STUD - E DIGITAL SMART SHOPPER FIXTURE DEMISING WALL ISS O UEDED FOR:FOR: CONSTRUCTION ISS 1, ®Construction 1-5/8" STUDS W/ � �3/4" M.D.F.TO ��1-5/8"STUDS W/ 5/8"GYP. BD.TO 6-9 2'A.F.F. 5/8"GYP. BD.TO 6'-9 1/2"A.F.F. 6-9 1/2"A.F.F. 3 5/8"X 20GA TRACK TO CONC.SLAB (— ` �— WITH PAPS ^aD 3/8" M.D.F.TO — woo 3/8" M.D.F.TO °� Title DIGITAL SMART 6-9 J"A.F.F. 1" 4 s a RECESS BUILD-OUT 1a 6'-9"'A.F.F. Aa°� A40z SHOPPER PLAN, FOR DIGITAL SMART 24" 2,-71" SHOPPER FIXTURE 24„ ELEVATION, SECTIONS & DETAILS 4! /f Date Sheet HOLD 1(29/21 Drawn y 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 Checked By SCALE:11/2"= P-0" SCALE:1112"= 1'-0' SCALE:1 112"=1'-0' 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 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 CARRYNE) 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.15) SPLICES. HANGER WIRES SHALL NOT CONTACT MECHANICAL OR ELECTRICAL ITEMS ABOVE THE CEILING. HEAVY FIXTURE LOADS. MRE 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 MAIN -. W 1.1.4 ASTM C-844 APPLICATION OF GYPSUM BASE TO RECEIVE GYPSUM VENEER PLASTER(SEC.15) RUNNERS. 4.1 MATERIAL: mx_.�a<z°�� °°.o�°>,wo �.;s:3i-65-raco 6 r.......i,ti¢!a9.... O 060-6 .1[°CdJ a[3-9'00 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 43757 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 CEILING PANELS. Washington Square 1.2.3 GWB-1 NORTHWEST WALL&CEILING BUREAU GUIDE SPECIFICATION FOR GYPSUM WALLBOARD. 93`t8 SW Washington Square Road 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 t. . 1.2.5 ICBO 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 5'-0' Tigard, OR 97223 GYPSUM PANELS. FOR OTHER COMBINATIONS AND THICKNESS OF GYPSUM PANELS OR FOR CEMENT BOARD 2-1/2'X 25 GA C SECTION 6-0' •, 'a• APPLICATIONS,SEE THE APPROPRIATE RELATED REFERENCE STANDARD OR MANUFACTURES SPECIFICATIONS. 3-1/2'X 25 GA C SECTION 8'-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 WARE 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 ° COMMON USES: 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 '2.4 FURRING SHALL BE 7/8 X 25 GAUGE HAT SHAPED SECTIONS. GALVANIZED OR CORROSION INHIBITING COATING FOR I 3.6 GENERAL INFORMATION. LARGE SUSPENDED CEILINGS,MORE THAN 50 LINEAL FL 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. CD PROTECTION,CONCEALMENT,AND ACOUSTICAL TREATMENT. 2.5 TIE WIRE SHALL BE 16 GAUGE AND/OR 18 GAUGE GALVANIZED,SOFT ANNEALED STEEL WIRE 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, C)-,q- INSTALLED )-pINSTALLED BETWEEN THE CASING BEAD AND THE ABUTTING SURFACES. ADDITIONAL CARRIERS AND FURRING O Ln LIMITATIONS: CHANNELS AND HANGER WIRES SHALL BE INSTALLED TO FRAME AROUND CEILING PENETRATIONS,SUCH AS v , O LIGHT FIXTURES,ACCESS PANELS AND DUCT WORK FOR CEILING WEIGHING MORE THAN 7LB.PER SF,USE 20 CARE MUST BE TAKEN IN CHOOSING THE CEILING SURFACE FOR AREAS EXPOSED TO HIGH HUMIDITY. GA FURRING AT REDUCED SPACING. v_ IT IS DIFFICULT TO ADAPT THIS FRAMING SYSTEM TO CURVED,BARREL VAULT,OR DOME TYPE �I CEILINGS. LIMITED ACCESS CAN BE PROVIDED WITH THE INSTALLATION OF ACCESS PANELS. THE ` ` ' Ox 0 LEVELS OF ABUSE AND PENETRATION RESISTANCE IS NOT THAT OF A SUSPENDED METAL LATH AND TYPICAL HANGER \ / J n7 PLASTER CEILING. SPAONG 4'-O'O.0 1-1R•CHANNEL 4'-0• MAX, CC MAX y� ADVANTAGES: W U u- r0 CI- PROVIDES FLAT,MONOLITHIC CEILING SURFACES AT THE LEAST COST. CAN BE ADAPTED TO SEVERAL O GYPSUM ASSOCIATION AND U.L.FIRE RATED FLOOR/CEILING ASSEMBLIES. ACOUSTICAL TILE AND to EJ ACOUSTICAL PLASTER PROVIDE GOOD SOUND ABSORPTION. a � P S/8' / O GYPSUM M RASE LS VERSATILITY' GYPSUM PANELS I REGULAR OR CD FOIL-BACK MAX. ,C THESE CEILINGS ARE BEST INSTALLED IN FLAT PLANES, HOWEVER,INSTALLING FACETED CEILINGS OF SPACING 16'OR Q CD VARIOUS SHAPES AND AT ANY ANGLE,ALLOWS NUMEROUS DESIGN OPTIONS. THE USE OF CEMENT / 24'0C v BOARD PANELS ALLOWS THE USE OF THIS SYSTEM IN HIGH HUMIDITY AREAS. A VARIETY OF TEXTURES • ^ ° ARE AVAILABLE METAL FURRING Allow' CHANNEL CUP ..., •'"' MAX SPACING 24" STRUCTURAL DESIGN: ` O c -..:011:,,x..;„. 1. HANGERS: SIZES BASED ON STATIC LOADS DEVELOPED BY STANDARD MAXIMUM CEILING SUSPENDED GYPSUM BOARD CEILING `�" SPACING AND LIMITED TO A SAFETY FACTOR OF 6.5,BUT NO LESS THAN 12 GAUGE WIRE. CEILING X . WEIGHT DETERMINES THE SIZE AND SPACING OF HANGER WIRE. NO SCALE 2. RUNNERS AND CROSS FURRING: DEFLECTION IS LIMITED TO L/360 OF THE SHORTEST SPAN UNDER 01 j THE CEILING LOAD. 1! Revisions: Mark Date By LATERAL FORCE BRACING(FIGURES 2 AND 3) HANGER (SUSPENSION) WIRES(FIGURES 5a AND 5b) Qi 18921 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 W1RE5 MUST BE PLUMB WITHIN I IN 6 UNLE55 (FIGURE PLUMB 1/6 ATTACHED TO SUSPENDED MEMBERS THAT SUPPORT A CEILING ON ONE LEVEL 5a)COUNTER SLOPING WIRES ARE PROVIDED(FIGURE 5b). SOURCE: A5TM C 636 \ I Q 2/1221 STAFF EXTENDING FROM WALL TO WALL SHALL BE EXEMPT FROM THE LATERAL FORCE BRACING SECTION 2.I .4 \\� REQUIREMENTS. SOURCE: CISCA ZONES 3-4 1 100%BID/L.L REVIEW SET 45° OR LESS �-. I 45° OR LESS HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE IMAXIMUM SPRINKLERS • LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS(COMPRESSION POSTS)AND SPACED 5 FEET ON CENTER. 50UPCE: ASTM C 636 FOR CEILING WITHOUT RIGID BRACING,SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2SPLAY WIRES(SEE FIGURE 2). znsm STAFF 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: C15CA 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. I �- -�/ _ DESIGN THAT CAN ACCOMMODATE 1INCH FREE MOVEMENT SHALL BE PERMITTED AS AN SOURCE:ASCE 7-05 SECTION 13.5.62.2 c • POWDER DRIVEN SHOT-IN-ANCHORS ARE AN APPROVED METHOD OF ATTACHMENT , ALTERNATE. SOURCE:ASCE 7-05 13.5 6.2.2 e 0 9/1221 STAFF FOR HANGER WIRES. SOURCE: STATE OF OREGON, BUILDING CODES DIV15ION REVISED RESPONSIBILITIES TENANT TO PROVIDE • LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER(MAXIMUM)AND BEGIN NO LANDLORDS SCOPE OF WORK. 12 GAGE SPLAYED GLOSSARY FOR THIS DOCUMENT(REGIONAL TERMINOLOGY MAY VARY) 45° OR LESS 1 BRACE WIRES FARTHER THAN 6 FEET FROM WALLS. SOURCE: CISCA SEISMIC ZONES 3-4 TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED FIGURE Sa x'450 OR LESS WITHIN 8 INCHES OF EACH WALL WITH A PERIMETER WIRE(SEE FIGURE 4 B 5b). Q 92021 STAFF • SEISMIC SPLAY WIRES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM. 50UPCE: C15CA ZONES 3-4 RESUBMIT REVISIONS FOR PERMIT I WIRES ARE ARRAYED 90°FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45° 3'(76mm� CROSS TEES LATERAL FORCE BRACING PERIMETER WIRES FROM THE PLANE OF THE CEILING. SOURCE: CISCA SEISMIC ZONES 3-4 • WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR ,/ THE CROSS MEMBER THAT THE BRACING METHOD USED HANGER WIRES PLACED _ EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED"ERE \ INTERLOCK WITH THE MAIN TO PREVENT CEILING UPLIFT WITHIN EIGHT INCHES OF THE • SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH 055TPUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BEAMS,ALSO KNOWNRO OR RESTRICT LATERAL SURROUNDING WALLS. { CROSS TEE MAIN BEAM 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-BARS 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 (FIGURE 6b). SOURCE:CISCA ZONES 3-4 (MINIMUM 45° DIFFUSER VERTICAL STRUTS AND SPLAY SUSPENDED CEILING NGLE MINIMUM 4S° ACIRCULAR OR WIRES, ELECTRICAL FIXTURES ANGLE RECTANGULAR METAL GRILL SLACKWIRE • "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 LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE AIR FROM A DUCTED SYSTEM. THE PRIMARY SUSPENSION TIGHT OR TAUT. FIGURE 3 MEMBER SUPPORTED BY 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. THI5 ESSENTIAL SERVICE BUILDINGS HANGER WIRES,ALSO KNOWN SPREADER OR SPACER BAR 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: C15CA SEISMIC ZONES 3-4 ANY BUILDINGS DESIGNED TO AS THE MAIN RUNNER, A BAR WITH NOTCHES TO 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 D { CEILINGS. INCORPORATION OF THIS DOCUMENT WILL PROVIDE A MORE FIGURE 5b•COUNTER SLOPING AS A FIRE STATION,POLICE RUNNER OR MAINS SYSTEM FROM SEPARATING, UNIFORM STANDARD FOR INSTALLATION AND INSPECTION. THIS I EMT CONDUIT I RESTRAINT)ARE EXEMPT FROM REQUIREMENT SOURCE' STATE OF OREGON,BUILDING CEILING FIXTURES WEIGHING MORE THAN 10 POUNDS AND LE55 THAN 56 L35. STATION,EMERGENCY ALSO CALLED A STABILIZER M 0 RG A N CODES DIVISION. SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPP05ING CORNERS OF THE OPERATIONS CENTER,STATE MOLDING/CLOSURE ANGLE BAR DOCUMENT IS DESIGNED TO ACCOMPLISH THE INTENT OF THE A R C H I T E C T 1/2"EMT conduit u to T-10" FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE: PATROL OFFICE,SHERIFFS ALIGHT GAUGE METAL ANGLE INTERNATIONAL BUILDING CODE(IBC)WITH REGARD TO THE P I • SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT CISCA SEISMIC ZONES 3-4 OFFICE,OR ATION ISP THE CHANNEL FASTENED TO SPLAY WIRES 1 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 SUPPORT WIRES INSTALLED AT AN P SUSPENDED CEILINGS AND RELATED ITEMS. UNLESS SUPPORTED BY 1"EMT conduit up to 9'-9' CENTER. PERIMET R ENDSTO OAN THE ANGLE RATHER THAN RLI T FIELDER RD. • CEILING FIXTURES WEIGHING MORE THAN 56 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 I METAL STUDS I • 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. 50UPCE: 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 c CISCA SEISMIC ZONES 3 4 SHOT-IN-ANCHOR 3/a' TEES OF THE SUSPENSION PERIMETER CLIPS THE RIGID VERTICAL MEMBER FAX: (817) 635-5699 THE IBC. MANUFACTURERS' RECOMMENDATIONS SHOULD BE Single 1-5/8"metal stud(20 gauge) up to 12'-0' SYSTEM. PROPRIETARY ANGLE BRACKET USED IN LATERAL FORCE I I Back-to-back 1-5/8"metal stud up to 15'-0" I • 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 FOLLOWED. (20 gauge) HAVE LATERAL FORCE BRACING. SOURCE: PORTLAND BUILDING DEPARTMENT STRUCTURE ABOVE U51NG A 5 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT i MA HANGER WIRE WALL MOLDING/CLOSURE SYSTEM. ALSO KNOWN ASA WITHOUT U51NG THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. CEILING CLIP 10 OR 12 GAGE SOFT ANGLE WHICH ALLOWS FOR COMPRESSION POSTS, Single 2-1/2"metal stud(20 gauge) up t0 13'-6" I ANNEALED WIRE USED AS 3/4'MOVEMENT IN THE SEISMIC PODS,SEISMIC �+� n, • VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE SOURCE: CISCA SEISMIC ZONES 3-4 PRIMARY SUPPORT FOR THE EVENT OF SEISMIC ACTIVITY STRUTS. COMMON .�V'7 GENERAL RECOMMENDATIONS I Back-to-back 2-1/2"metal stud up to 15'-0" I STRUCTURE ABOVE. SOURCE: CISCA 3-4 3 TURNS GRID SYSTEM. ALSO CALLED AND INTERLOCKS PROPERLY MATERIALS ARE ELECTRICAL • REFERENCED SOURCES PER HIERARCHY: 2009 IBC(INTERNATIONAL BUILDING CODE), (25 gauge) TANDEM FIXTURES MAY UTILIZE COMMON WIRES. VERTICAL HANGER WIRE SUSPENSION WIRES. WITH ENDS OF GRID SYSTEM. CONDUIT(EMT),METAL • THE VERTICAL STRUT MAY BE EMT CONDUIT,METAL STUDS OR A PROPRIETARY STUDS OR PROPRIETARY CORTLAND MORGAN AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635,ASTM C 636,ASTM E 580/ASTM E 580M), SOURCE: PORTLAND BUILDING DEPARTMENT FIGURE 6a PRODUCTS AMERICAN SOCIETY OF CML 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 ENGINEERING CALCULATIONS. • CEILINGS WITH INTERSTITIAL SPACES LESS THAN 12 INCHES TO FRAMING ARE NOT TERMINALS OR SERVICES WEIGHING 20 LBS. BUT NOT MORE THAN 56 LB5. MUST ARLINGTON,TEXAS • 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 THE CEILING SYSTEM HANGERS 13 9 SHALL BE LATERALLY BRACED TO THE STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEILING OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE: CISCA SPLAYED SEISMIC BRACING WIRE ATTACHMENT SEISMIC ZONES 3-4 ��T+O SPLAY BRACING SYSTEM. SOURCE:ASCE 7-05 SECTION 13.5.8.1 UPGRADING OF EXISTING CEILINGS L� • TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. MUST BE DRILL-IN EXPANSION WALL MOLDINGS(FIGURES 4a AND 4b) rn • CEILINGS WITHOUT SEISMIC BRACING:WHERE EXISTING CEILINGS ARE WITHOUT • FOR FURTHER INFORMATION ON BRACING OF NON-LOAD BEARING PARTITIONS REFER TO NWCB INDEPENDENTLY SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. THESE ANCHOR %111 FIGURE 4aSEISMIC BRACING,THE CEILING SYSTEM SHALL BE BROUGHT INTO SUBSTANTIAL Architect/Engineer Job No.: TECHNICAL DOCUMENT#200-501 ATTACHED WALL MOLDING REQUIREMENTS • WALL MOLDINGS(PERIMETER CLOSURE ANGLES)ARE REQUIRED TO HAVE A WIRES MUST BE TAUT. SOURCE; CISCA SEISMIC ZONES 3-4 COMPLIANCE WITH CURRENT CODE REQUIREMENTS WHEN 50%OR MORE OF THE 21-005 ` HORIZONTAL FLANGE 2 INCHES WIDE. ONE END OF THE CEILING GRID SHALL BE STRUCTURAL CONCRETE 45° • 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 R PART OF A GENERAL SPACE ( ) STEEL STRAP 1'WIDE X 2" ALTERATION,OR IF ALL OF THE CEILING SYSTEM IS REMOVED. Nextore Store Design Revision No.: II / 2 CLEARANCE FROM THE WALL AND FREE TO SLIDE. SOURCE: ASCE 7-05 SECTION LONG x 12 GAGE MINIMUM 9 SII' 13.5.6.2. b • FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEPARATION 3 TURI3 • ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING maximum (202 } -SUBSTANTIAL COMPLIANCE MEANS INSTALLATION OF THE FOLLOWING O� DEFLECTION EQUAL TO 1/360 OF ITS SPAN. SOURCE CISCA ZONES 3-4 WALL • WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL PROVIDED UNLE55 ANALYSES ARE PERFORMED OF THE CEILINGS BRACING JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE SPLAYED SEISMIC BRACING WIRE ITEMS WHERE REQUIRED IN NEW CONSTRUCTION: JURISDICTION, PERIMETER CLIP5 MAY BE SUED TO SATISFY THE REQUIREMENTS SYSTEM, CL05UPE 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:ASCE 7-05 SECTION 13.5.6.2.2 d -SLACK WIRES ON ALL LIGHT FIXTURES AND AIR TERMINALS 7 0 � CODES DIVISION Nextore project 82260 • THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE -THIS REQUIREMENT DOES NOT TRIGGER THE NEED FOR: Number • THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED • THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS(POP RIVETS OR DESIGNER Q CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND APPROVED METHOD). SOFFITS EXTENDING TO A POINT AT LEAST LEVEL WITH THE JOINT IS REQUIRED RECORD AND NOTED BY THE DESIGNER,R, THE PLANS. IF A SEISMIC SEPARATION -2 INCH CLOSURE ANGLE AS SPECIFIED IN SECTION II THE DESIGNER MAY USE THE GENERIC JOINT Brand Design TVDe: AIR TERMINALS WEIGHING NO MORE THAN 41LBS PER SQUARE minimum BOTTOM PLANE OF THE GRID AND INDEPENDENTLY SUPPORTED AND LATERALLY DETAILED IN THIS DOCUMENT OR A PROPRIETARY JOINT. THE AMOUNT OF FREE -SEISMIC SEPARATION JOINTS 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)SHALL BE A MINIMUM OF 3/4 INCH. SOURCE: STATE -1 INCH MOVEMENT IN ALL DIRECTIONS AROUND SPRINKLER PENDANTS SGH 4.5 G+ 2" (50 mm) SOURCE: STATE OF OREGON, BUILDING CODES DIVISION OF OREGON, BUILDING CODES DIVISION. ) • ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF THESE UPGRADES ARE NOT REQUIRED WHEN: ISSUED FOR: -REMOVING PORTIONS OF TILES OR PANELS AND/OR GRID TO ALTER maximum 3' SPREADER BARS(FIGURE 4b) • N LIEU OF SEISMIC SEPARATION JOINTS,THE CEILING MAY BE DIVIDED INTO ®Construction WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 AREAS LE55 THAN 2500 SQUARE FEET BY THE USE OF PARTITIONS OR SOFFITS DUCTWORK,SPRINKLER PIPE,ETC. UG mm) FOOT ON CENTER (FIGURE 1). SOURCE ASTM C 636 REM 2.3.4 FIGURE 4b • SPREADER(SPACER) BARS SHALL BE USED TO PREVENT THE ENDS OF THE MAIN AS FOLLOWS: PARTITIONS SHALL EXTEND A MINIMUM OF 6 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 7 s: :•. SOURCE:ASCE 7-05 13.5.6.2.2 f I SOURCE: CISCA SEISMIC ZONES 3-4 BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY SUPPORTED AND • .` ,• 1� rna mum 5' 202 LATERALLY BRACED TO THE STRUCTURE ABOVE. SOURCE: STATE OF OREGON \\ +c Title CEILING • SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE BUILDING CODES DIVISION ` •°^ ••`•, • . WALL ATTACHED DIRECTLY TO CL05URE ANGLES. • CEILINGS WITHOUT COMPRESSION STRUTS:WHERE EXISTING CEILINGS HAVE SEISMIC / • OTHER THAN PARTITIONS AND SOFFITS, SEISMIC JOINTS MAY NOT BE USED AS • WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. PART OFA FIRE RATED CEILING ASSEMBLY UNLESS SUBSTANTIATING - 3BRACING BUT DO NOT HAVE COMPRESSION STRUTS AT THE CENTER OF THE DETAILS _ �1 POP FLANGE SPLAYED WIRES,THE ADDITION OF COMPRESSION STRUTS WILL ONLY BE REQUIRED o C Spreader bar or other suitable DOCUMENTATION IS PROVIDED. SOURCE: STATE OF OREGON BUILDING CODES FIGURE 7 MINIMUM LVET WHEN AND WHERE THE GRID IS REPLACED,ALTERED,RAISED OR LOWERED. system required to keep perimeter ' SPREADER BARS ARE NOT REQUIRED IFA 90 DEGREE INTERSECTING CR055 OR DIVISION. MAIN 15 WITHIN 8 INCHES OF THE PERIMETER WALL. minimum 3/4" components from spreading apart WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL Date 1J,29/21 Sheet minimum Y (19 mm)at t JURISDICTION, PERIMETER CLIP5 MAY BE USED TO 5AT15FY THE REQUIREMENTS SUSPENSION SYSTEMS FOR ACOUSTICAL LAY-IN CEILINGS Drawn 2" (50 mm) unattached walls FOR SPREADER BARS. SOURCE: STATE OF OREGON, BUILDING CODES DIVISION 20 STAFF A403 NO SCALE Checked By CM 3 DESIGN & CONSTRUCTION MANAGEMENT: INDOOR AIR HANDLER - CHILLED WATER SYSTEM, ELECTRIC HEAT BASED ONTRANE Outside Air/Ventilation Calculation - Mechanical Code NE)JORE Vbz = Rp*Pz + Ra*Az MIN SUPPLY FAN DATA COOLING DATA HEATING COIL DATA ELECTRICAL I�,PWIU.n P� WS�U4Px • PPL Zone VentAir VentAir VentAir Exhaust . C--,BE reb ,,0602E 0 ,,,0, ,3.970° TAG MODEL TONS O.A. SUPPLY AIR ESP BLOWER EAT COOLING COIL OPERATING EWT/ WATER FLUID PD TOTAL SENSIBLE CAPACITYSTAGES VOLTAGE PHASE AMPS MOCP NOTES (CFM) (CFM) (WC) (HP) DB/WB ^ RO)I!(S„ PRESSURE LWT FLOW (GPM) FT MBH MBH (KW) Area Area per �opulatiolper Person Per Area Required Rate STORE #3757 AHU-1 BCHD036 3 225 1400 0.6 1 80/67 6 4.55PSIG 47/61 6.95 4.55PSIG 48.81 36.9 5 2 208 3 23.12 25 1-3 Classification Az 10005E PZ Rp Ra Vbz per SF Comments Washington Square I I 4'^'J Retail Sales 850 15 13 7.5 0.12 199.5 9348 SW Washington Square Road Ti NOTES: I Dressing Rooms 0 0 0 0 0 0.25 OR 97223 1. EQUIPMENT IS SUPPLIED BY TENANT AND INSTALLED BY THE MECHANICAL CONTRACTOR. Tigard, Shipping/Receiving o 0 0 0.12 o Space: W14A 2. ROUTE PRIMARY CONDENSATE PI PI NG TO MAIN LANDLORD CONDENSATE DRAIN SYSTEM WHERE AVAILABLE. WHERE UNAVAILABLE, CONNECT TO TAIL PIECE OF NEAREST LAVATORY. I Storage Rooms 105 0 0 0 0.12 12.6 3. MANUFACTURER TO PROVIDE DOOR INTERLOCK SWITCH FOR ALL UNITS WITH ELECTRIC HEAT. I Construction for: Toilet Room 60 0 0 0 0 0 1 Corridors 0 0 0 0.06 0 Reception 30 0 5 0.06 0 4=00 Office Spaces 5 0 5 0.06 0 CEILING EXHAUST FAN SCHEDULE Work Room/prep area 10 0 5 0.18 0 ITAG STYLE CFM I MANUFACTURER MODEL STATIC VOLTAGE I POWER NOTES CD IEF-1 CEILING 100 LOREN-COOK GC-144 0.375 120 108W 1 D CD QCD Ci C7 0 ro NOTES: `n�n ) 0 1.CONTROL FAN WITH ROOM SWITCH 1015 13 212.1 Comments: 1. 50cfm per toilet fixture forcontinuous exhaust; 70cfm otherwise W m GENERAL NOTES - APPLIES TO ALL SHEETS zU FD A. THE CONTRACT DOCUMENTS REFLECT A SYSTEM DESIGNED AROUND SPECIFIC REFERENCE PRODUCTS, THE a SELECTION OF WHICH HAS IMPACTED THE DESIGNS OF OTHER TRADES. IF ALTERNATE MANUFACTURERS ARE -^ n SUBMITTED OR BID, IT IS THE RESPONSIBILITY OF THIS G.C. TO COORDINATE ALL DIFFERENCES AND IMPACTS v , CCD D WITH ALL TRADES PRIOR TO BID, INCLUDING COSTS ASSOCIATED WITH REQUIRED CHANGES TO OTHER TRADES. Q C5 NO EXTRAS WILL BE ALLOWED FOR CHANGES REQUIRED TO OTHER TRADES IF ALTERNATE EQUIPMENT IS BID OR INSTALLED AT THE G.C.'S OPTION. Air System Sizing Summary for Tenant Space Project Name:2020-0971 SGH-Washington Square 01/29/2021 B. EXISTING MECHANICAL INFORMATION IS BASED ON LIMITED EXISTING BUILDING DRAWINGS AND FIELD WORK. Prepared by:THORSON.BAKER.&ASSOCIATES 01:09PM THE G.C. SHALL FIELD VERIFY THE EXISTING CONDITIONS FOR ACCURACY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR REVISIONS TO THE DESIGN TO CORRECT FOR EXISTING CONDITIONS NOT AS Air System Information INDICATED ON THE PLANS. Air System Name . Tenant Space Number of zones..._.......___......... .___......__ Equipment Class----------------------.._....____......_._._CW AHU Floor Area..___......_-_.._____..._....__.___.._._...._.993.0 W C. G.C. SHALL NOTIFY TENANT,ARCHITECT AND ENGINEER OF ANY SITUATIONS THAT MODIFY OR INCREASE THE Air System Type................__.......-_.__-.SZCAV Location.............___-.____------------------Portland,Oregon SCOPE OF WORK FROM WHAT IS DESCRIBED IN THE DOCUMENTS. Sizing Calculation Information D. G.C. SHALL BE RESPONSIBLE FOR ALL CUTTING/PATCHING RELATED TO THEIR WORK. Calculation Months------------------_-_..._._Jan to Dec Zone CFM Sizing..______...._Sum of space airflow rates Revisions: Sizing Data..............._.._...._._..___.._._......_..._Calculated Space CFM Sizing_------.._---Individual peak space loads Mark Date By E. IF SPACE ABOVE CEILING IS INDICATED TO BE A RETURN AIR PLENUM, CONSTRUCTION MATERIALS ABOVE CEILING SHALL BE NONCOMBUSTIBLE, OR HAVE A MAXIMUM 25 FLAME SPREAD AND 50 SMOKE DEVELOPMENT Q 1/29/21 STAFF FINISH RATING.WIRING SHALL BE LABELED PLENUM RATED TYPE PER NFPA 70, Central Cooling Coll Sizing Data 90%DESIGN REVIEW SET Total coil load..........__-----------------------------_..._-..-.2.9 Tons Load occurs at ------_-----Jun 1400 Total coil load .._-.___T__35.1 MBH OA DB/WB_...........__-__.__..___..__.._88.4166.8 °F F. COORDINATE LOCATION AND ELEVATION OF MECHANICAL WORK WITH ALL DUCTWORK, LIGHT FIXTURES, AND Sensible coil load......._....____________......_.___._......26.4 MBH Entering DB/INS.._.__......._..__.................._------61.3166.8 °F Q 2/12/21 STAFF OTHER CEILING BUILT-IN FIXTURES.CONTACT ENGINEER OR ARCHITECT IMMEDIATELY SHOULD ANY CONFLICT Coil CFM at Jun 1400.........__......___._....._--------------- 974 CFM Leaving De/We._._....____....,.____--------------56.1 /54.8 OF ARISE. Max block CFM____.._...._--._...-----___-_.-974 CFM Coil ADP._..-......_--_--._--_-.._.....----.......53.3 OF 100%BID/LL.REVIEW SET Sum of peak zone CFM..._...._------___---_-------------------974 CFM Bypass Factor......._....................._........__...................0.100 Sensible heat ratio..........-_._...____......--------0.754 Resulting RH........._._----------_------_.......___.__._...............52 % G. MOUNTING OF ALL EQUIPMENT, DUCTWORK AND PIPING MUST BE DONE PER BUILDING GUIDELINES AND LOCAL CFMITon ...332.9 Design supply temp.__........_-......_._.......................55.0 OF Q 2/18/21 STAFF CODES AND INDUSTRY STANDARDS. COORDINATE INSTALLATION OF EQUIPMENT SUPPORT WITH BUILDING ft'/Ton.........................-_------....__------..._..-...._.._.._.339.6 Zone T-stat Check...._........................____.--------------.0 of 1 OK PERMIT MANAGER AND NEXTORE REPRESENTATIVE. BTU/(hr-ft2)........_..._-----------------------------------------------------------35.3 Max zone temperature deviation.... 0.0 OF Water flow�14.0"F rise 5.02 gpm H. NO PVC PIPING ALLOWED IN PLENUM AREAS. 0 9/17/21 STAFF REVISED RESPONSIBILITIES TENANT TO PROVIDE Central Heating Coil Sizing Data LANDLORDS SCOPE OF WORK. I. DUCT SIZES INDICATED REPRESENT CLEAR INTERIOR SHEET METAL DIMENSIONS. Max coil load..........---------------------------------------------------......11.7 MBH Load occurs at__........__.....____....._.__.__.__----Des Htg Coil CFM at Des Htg.........................___._.._-______.974 CFM BTU/(hr.ft2)_._............_............._...............__.........-____-_11.80 9/20/21 STAFF J. ALL DUCTWORK CONCEALED ABOVE CEILINGS,AND ALL OUTSIDE AIR DUCTS, SHALL BE EXTERNALLY INSULATED. Max coil CFM_..... _........__............._._�...___...974 CFM Ent.DB/Lvg DB- O._____._.......___.....________59.9/71.1 F IF DUCTWORK IS RUN IN ANON-CONDITIONED SPACE ALL DUCTWORK MUST BE INSULATED WITH 2° FIBERGLASS Water flow Q 20.0 OF drop.___--..___-------------NIA RESUBMIT REVISIONS FOR PERMIT INSULATION AND VAPOR BARRIER. Humidifier Sizing Data K. BRANCH DUCTS SERVING DIFFUSERS SHALL BE SIZED TO MATCH DIFFUSER NECK SIZE INDICATED. Max steam flow at Des Htg................._--........_-...._8.34 Whir Air mass flow............._..._..------.._ _._......_..4374.85 Ib/hr En /neer Of Record Airflow Rate........_._...___......._------..._------_......_-............974 CFM Moisture gain------...-_.._-.--.........._-.-.-__.00145 Ib/Ib 9 L. ALL ROUND DUCT ELBOWS SHALL BE LONG SWEEP, 1-1/2 TIMES THE CENTERLINE RADIUS. M. G.C. MUST REPLACE ALL AIR FILTERS IN HVAC UNITS WITH NEW CLEAN FILTERS BEFORE AIR BALANCING AND Supply Fan Sizing Data 30 Actual max CFM_....._.......-------------- ..__.___..974 CFM Fan motor BHP.___..,,__.-___...__.._...__0.27 BHP �_ PRIOR TO FINAL TURNOVER TO TENANT. Standard CFM........_........__�__._--..__._....972 CFM Fan motor kW-------___..._,_..__-------------..._..__........0.21 kW Actual max CFM/ft'...__...._..........._......................0.98 CFM/ft' Fan static_.___.............-...___.__....................... .___1.00 in wg N. IT IS THE G.C.'S RESPONSIBILITY TO ENSURE THAT THE MECHANICAL COMPONENTS ARE INSTALLED AT Thorson - Baker LOCATIONS AND ELEVATIONS WHICH MAKE THEM READILY AND SAFELY ACCESSIBLE FOR ROUTINE Outdoor Ventilation Air Data ASSOC I dte5 MAINTENANCE WITHOUT REQUIRING ANY EXTRAORDINARY MEASURES. Design airflow CFM_______---------.___........______...195 CFM CFM/person__...._._-_..._.._____.._...___._... 14.94 CFM/person C 0 N S U L T I N G CFM/ft'___.........__-------------_--------------__-----------.__--._._0.20 CFM/ft2 E N G I N E E R S 0. THE TENANT RESERVES THE RIGHT TO CHECK CONSTRUCTION COMPLIANCE WITH PLANS AND SPECIFICATIONS. 3030 West Streetsboro Road SHOULD THE TENANT FIND CORRECTIVE WORK NECESSARY, HE WILL NOTIFY G.C. OF SUCH WORK IN WRITING Richfield,Ohio 44286 AND EXPECT COMPLIANCE PERFORMED WITH DUE DILIGENCE. IF ANY CORRECTIVE WORK IS DEEMED TO BE (330)659-6688 Phone NECESSARY, THE COST OF REINSPECTIONS WILL BE BORNE BY THE G.C. IF WORK IS REQUIRED BY TENANT IN (330)659-6675 Fax ORDER TO IMPROVE, CHANGE OR CORRECT AIR CONDITIONING OPERATIONAL CONDITIONS DUE TO: PART MALFUNCTION,WARRANTY OR OTHER INABILITY TO PROVIDE THE COMFORT CONDITIONS REQUIRED BY THE Seal STORE, G.C. SHALL BE DIRECTED BY TENANT TO ADDRESS THIS WORK IN A TIMELY MANNER. IF IT BECOMES EVIDENT THAT THE G.C.CAN NOT ACCOMPLISH THE TASK, THEN AFTER 72 HOURS OF WRITTEN NOTICE, THE 0 P TENANT MAY AT HIS DISCRETION TAKE OVER SUCH WORK AND BACK CHARGE THE G.C. FOR ANY CORRECTIVE X56 Gi WORK THAT WAS REQUIRED DUE TO LACK OF PERFORMANCE, WORKMANSHIP AND/OR ADHERENCE TO PLANS �4, AND SPECIFICATIONS. 90 P, P. DUCTWORK SHALL NOT BE ROUTED OVER ELECTRIC PANELS AND TRANSFORMER. 9 OREGON .h 29�cH 10 00� hgNIE1- EXPIRES: 6/30�Z3 Architl&E,�lob No.: 21-005 Nextore Store Design Revision No.: U /si Nextore project RESPONSIBILITY SCHEDULE (HVAC) Number 82260 Brand Desiqn Type: T= TENANT A �, SPP GC= GENERAL CONTRACTOR SGH 4.5 G+ Qt+ Q'CF'P,�S LL= LANDLORD QQ LF, S.SP1S� �C' �O�'�P MW= MILLWORKER ISSUED FOR: 9 `O P�' N/A= NOT APPLICABLE 0 Construction (DIVISION 15000 - MECHANICAL SUPL Ra. INSTL Ex'c P&R RELO REMARKS ACCESS PANELS GC GC GC I COORDINATE WITH TRADES FOR SIZE AND LOCATION. ROOF WORK GC GC GC I GC TO COORD.W/LANDLORD WHEN REQUIRED HVAC DISTRIBUTION,DUCTWORK,DIFFUSERS GC GC GC HVAC UNIT(S)&CURBS-RTU,VAV,HAV,ETC. T GC GC Title CONTROLS FOR HVAC UNIT(S) GC GC GC WHERE LANDLORD CONTROLS ARE REQUIRED, UTILIZE LANDLORD CONTROLS CONTRACTOR AT GCS EXPENSE MECHANICAL ZONE CONTROL DAMPERS W/THERMOSTAT N/A II I STRUCTURAL SUPPORTS FOR AIR HANDLERS I GC GC GCI I GENERAL NOTES I 1 I I N/A & DETAILS (GAS METER I I N/A TOILET ROOM EXHAUST FAN I T GC GC I ENERGY MANAGEMENT SYSTEM I T T T I GC TO PROVIDE FIELD WIRING WHEN NEEDED AND IF APPLICABLE Date Sheet 1 29/21 I I I I Drawn y SMOKE DETECTORS IGC GC GCI I MECHANICAL CONTRACTOR TO FURNISH AND INSTALL.ELECTRICAL CONTRACTOR TO MAKE FINAL CONNECTIONS TBA M-001 I I I I Checked By MtP RtSP TBA SCHEDULE-REV01 DESIGN & CONSTRUCTION MANAGEMENT: I\E XY I -ORE i>s■ i 4000 Luxottica Place,Mason,OH 45040 0+1(513)765-6000 i 6 Creamery Brook,East Granby,CT 06026 +1(860)413-9700 SUPPLY AIR DUCT,INSULATE - PER SPEC. STORE 03757 HIGH EFFICIENCY FITTING Washington Square ECCENTRIC REDUCER 9348 SW Washington Square Road INSULATED RIGID ROUND DUCTWORK INSULATION TO Tigard, OR 97223 RECTANGULAR ROUND HAVE FOIL FACING(TYP.) Space. W14A DUCTWORK - DUCTWORK �"` INSULATED FLEX.DUCT(5 FEET MAX) Construction for: r+*-- VARIES SHALL BE 1.5 x R, INSULATED 90 �+--- ?MINIMUM DEGREE SHEET METAL ELBOW BALANCING —r,� �" COLLAR 1 DAMPER BALANCING DAMPER VOLUME DAMPER TO BE �. 45°LATERAL FITTING WITHIN 12"OF MAIN DUCT DRAW AND(TYP. RECTANGULAR TO ROUND "BUCKLEY FITTING" ACOUSTICAL CEILING Q dam' RECTANGULAR ROUND � Ln" DUCTWORK - DUCTWORK HVAC DETAIL NOTES: CEILING DIFFUSER O 1. SEE HVAC DRAWINGS FOR DUCT M SIZES U 0 If BRANCH DUCT HEIGHT __ DIMENSION 2"LESS THAN DUCT CONNECTION DETAIL o MAIN DUCT HEIGHT DIMENSION + M 012 � �■�� BALANCING BALANCING U DAMPER DAMPER p RECTANGULAR TO RECTANGULAR CONICAL FITTING m 00g DUCT BRANCH TAKE-OFF DETAIL o N o dC:) MIN APPLIES TO RECTANGULAR DUCT ONLY — ROUND/OVAL DUCT SHALL USE LONG RADIUS BENDS ?_l3W I«w TABLE - 2 TABLE - 1 1/3W ALLOWABLE HANGER LOAD, MAX. STRAP HANGERS(PAIR)SPACED Il3W 1IbW W+D 10'-0" 8'-0" 5'-0" Revisions: STRAPS LBS. RODS LBS. MAX. MAX. MAX. MAX. Mark Date By N__ -R � �R SHALL EQUAL R SHALL EQUAL (2) 1 x 22 GA. 520 (2) 1/4 0 540 72 1' x 22 GA. 1"x 22 GA. 1��x 22 GA. Q1/29/21 STAFF VAS OR BE GREATER �VASOR BE GREATER 90%DESIGN REVIEW SET THAN 1/3W. 1"L THAN 1/sW (2) 1"x 20 GA. 640 (2)3/8"0 1360 96" 1"x 20 GA. 1"x 22 GA. —_ A v_ 1 (2) 1"x 18 GA. 840 (2) 1/2"0 2500 120" 1"x 18 GA. 1"x 22 GA. A 2/12/21 STAFF SHORT RADIUS ELBOW WITH ONE VANE SHORT RADIUS ELBOW WITH TWD VANES 2 1 x 16 GA. 1400 100%BID/L L.REVIEW SET ( ) (2)5/8"0 4000 168" 1"x 18 GA. (2)3/4"0 6000 192" 1"x 16 GA. 3 2/18/21 STAFF PERMIT RODS STRAP HANGERG - 9m/21 STAFF W (TABLE-2) L (TABLE- 1) REVISED RESPONSIBILITIES TENANT TO PROVIDE '`' W LANDLORDS SCOPE OF WORK. ' -�- 9/20/21 STAFF R RSHALL EQUAL 611 MAX' = "MAXIMUM RESUBMIT REVISIONS FOR PERMIT OR BE GREATER ANGLE 12 THAN W. (TABLE-3) - - SPACING r . NUT Engineer of Record STANDARD RADIUS ELBOW CV) 1"MIN. m010 RADIUS ELBOW DETAIL M020 RECTANGULAR DUCT SUPPORT DETAIL - NON SEISMIC _ Thorson•Baker + Associates C O N S U L T I N G E N G IN E E R S 3030 West Streetsboro Road Richfield,Ohio 44286 (330)659-6688 Phone (330)659-6675 Fax Seat INDOOR CLEANOUT � R�0 P A.C.UNIT DRAIN LINE IS ONE SIZE LARGER THAN WATER RETURN � ��G1 EQUIPMENT DRAIN POINT SIZE 4 EQUIPMENT DRAIN THERMOMETER(TYP.) 80 P INVERT COMBINATION BALANCING/ SHUT-OFF VALVE OREGON CHILLED WATER SUPPLY � � 2, C � 0 3 MIN 3-WAY CONTROL VALVE '4?, N 0 �b EQUIPMENT DRAIN POINT " SHUT OFF VALVE(TYP.) - REDUCER(TYP.) yq N I ELO = MANUAL AIR EXPIRES: b�3o/z INDOOR A.C.UNIT ' I VENT(TYP.) � Archit c�/ j r�e�i�°Job No.: SCHEDULE 40 PVC PIPE OR _ NO I TYPE"C COPPER IN PLENUMS TRAP SEAL _ 21-005 (SEE NOTES 1&2) NC Nextore Store Design Revision No.: GAUGE COCK P. 07 UNION(TYPICAL) — I Nextore project Number 82260 CLEAN OUT COMBINATION BALANCING/ X AHU-1 Brand Design Type: l FIN.FL.OR ROOF SEE NOTE 3 AIR GAP=2 x PIPE DIA. SHUT-OFF VALVE SG H 4.5 G+ 6"MIN.(TYP.) ISSUED FOR: NOTES: -- �} ®Construction 1. FOR DRAINS ON SUCTION SIDE OF FAN USE 3"MIN.TRAP SEAL OR MAX.FAN 314"HOSE END DRAIN I SUCTION PRESSURE PLUS 1'WHICHEVER IS GREATER. VALVE(TYP.) 2. FOR DRAINS ON DISCHARGE SIDE OF FAN USE 6"MIN.TRAP SEAL OR MAX. Title FAN DISCHARGE PRESSURE PLUS 1"WHICHEVER IS GREATER. HVAC 3. SEE MECHANICAL PLANS FOR ROUTING. DETAILS M010 MECHANICAL CONDENSATE DETAIL M020 CHILLED WATER AHU PIPING DETAIL tJ Date sheet 1[29/21 Drawn By Checked ByA M-002 TBA DESIGN &CONSTRUCTION MANAGEMENT: MECHANICAL SPECIFICATIONS 0 R E Il. INSULATION IV. PIPING C. PERFORMANCE TEST 1. GENERAL PROVISIONS A. GENERAL A. GENERAL •4"Luxottica Place,Mason,OH 45040 0+1(513)765-6000 1. AFTER ALL HVAC EQUIPMENT IS INSTALLED,TESTED AND BALANCED AS SPECIFIED HEREIN *6 Creamery Brook,East Granby.CT 06026 0+1(660)413-9700 A. GENERAL CONDITIONS,CODES&STANDARDS 1. INSTALLATION SHALL CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS,AND IN 1. THE ENTIRE PIPING INSTALLATION,MATERIALS,EQUIPMENT,ETC.SHALL CONFORM TO THEY SHALL BE OPERATED AND PLACED UNDER SURVEILLANCE FOR A PERIOD OF AT ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. THE REQUIREMENTS OF THE LOCALLY ENFORCED BUILDING CODE,THE MECHANICAL LEAST ONE(1)DAY,THIS MAY INCLUDE THE DAY OF STARTUP,TO VERIFY THAT ALL 1.GENERAL CONDITIONS OF THE CONTRACT FOUND IN THE ARCHITECTURAL DRAWINGS, 2. CLEAN AND DRY SURFACES PRIOR TO INSULATING. CODE. EQUIPMENT IS PRODUCING THE REQUIRED CAPACITY. THE HVAC CONTRACTOR SHALL BE STORE 03757 GENERAL AND SPECIAL CONDITIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS(AIA)(NSPE)(NEC) 3. EXTEND INSULATION WITHOUT INTERRUPTION THROUGH WALLS,FLOORS,HANGERS AND 2. TEST ALL PIPING IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES. RESPONSIBLE FOR THE OPERATION OF THE EQUIPMENT DURING THE ENTIRE PERIOD. Washington Square AND ANY OF THE TENANT'S GENERAL REQUIREMENTS SHALL APPLY UNLESS NOTED OTHERWISE. SIMILAR PENETRATIONS. 3. FURNISH ACCESS DOORS FOR VALVES. 2. TEST SHALL BE PERFORMED WITH ALL CONTROLS IN THE AUTOMATIC POSITION AND 2.REFER TO THE GENERAL CONDITIONS ON THE ARCHITECTURAL DOCUMENTS AND THE 4. INSULATION JACKET AND FITTING COVER MUST BE PLENUM RATED. 4. THIS GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SERVICES BUILDING LIGHTS,DAMPERS,ETC.POSITIONED TO SIMULATE NORMAL OPERATION OF 9348 SW Washington Square Road GENERAL AND SPECIAL CONDITIONS OF THE AIA FOR ADDITIONAL REQUIREMENTS REGARDING; 5. IT IS ESSENTIAL THAT THE INTEGRITY OF THE VAPOR-BARRIER BE MAINTAINED. SEAL ALL FOR ALL EQUIPMENT WHETHER PROVIDED BY THIS GENERAL CONTRACTOR OR OTHERS. THE HVAC SYSTEM. SAFETY,COORDINATION& COOPERATION,WORKMANSHIP,PROTECTION,CUTTING AND PATCHING, PENETRATIONS OF THE VAPOR BARRIER BY STAPLES,HANGERS OR WHERE OTHERWISE GENERAL CONTRACTOR SHALL COORDINATE HIS INSTALLATION WITH THE APPROPRIATE EQUIPMENT 3. DURING THE TEST,CONTROL SETTINGS MAY REQUIRE ADDITIONAL ADJUSTMENTS TO Tigard, OR 97223 DAMAGE TO OTHER WORK,PRELIMINARY OPERATIONS,STORAGE,ADJUSTMENTS,CLEANING,ETC. DAMAGED. SUPPLIER AND SHALL REVISE THE DESIGN AS REQUIRED TO MATCH THE EQUIPMENT BEING PRODUCE THE BEST BALANCED SYSTEM OPERATION. THEIR FINAL SETTING OF EACH Space: W�4A 3.ALL WORK SHALL BE IN CONFORMANCE WITH ALL LOCALLY ENFORCED, 6. MAINTAIN ACCESS TO BALANCING DAMPERS AND VALVES. SUPPLIED.THIS GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO OPERATING AND SAFETY CONTROL SHALL BE RECORDED,THEY SHALL INCLUDE, BUT NOT p FEDERAL,STATE AND LOCAL CODES AND ORDINANCES INCLUDING ANY SPECIAL THE TENANT 7. INSULATION SHALL BE BY OWENS-CORNING,KNAUF,OR MANVILLE. CONNECT ALL EQUIPMENT TO THE PIPING LIMITED TO,THERMOSTATS,LIMIT CONTROLS,AND OTHER SIMILAR ITEMS. REQUIREMENTS IN ADDITION TO THOSE SPECIFIED. 8. ALL DUCTWORK AND PIPING SHALL BE INSULATED PER REQUIREMENTS OF ASHRAE 90.1, SYSTEMS INCLUDING BUT NOT LIMITED TO;CONDENSATE,REFRIGERANT,CHILLED WATER,HEATING 4. SHOULD COMPLETION OF THE INSTALLATION OCCUR AT SUCH TIME THAT THE REQUIRED Construction for. 4.GENERAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL NECESSARY LICENSES, CHICAGO ENERGY CONSERVATION CODE,NFPA,AND LOCAL CODES.THE FIRST 10 FEET HOT WATER,CONDENSER WATER,STEAM,ETC. PERFORMANCE TEST MUST BE CONDUCTED DURING A SEASON WHEN THE FULL PERMITS AND INSPECTIONS REQUIRED TO PROCEED WITH THE WORK.THIS SHALL INCLUDE ALL OF RETURN DUCTS SHALL BE INTERNALLY LINED FOR ACOUSTICAL ATTENUATION. 5. FIRE STOPPING-REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPE AND UL OPERATION OF EITHER THE HEATING OR COOLING SYSTEM CAN NOT BE CHECKED,THE REQUIRED COORDINATION WITH THE LOCAL UTILITY COMPANIES AND THEIR ASSOCIATED FEES OR OUTSIDE AIR DUCTWORK AND DUCTWORK IN UNCONDITIONED SPACES SHALL ALWAYS CONSTRUCTION DESIGN NUMBER.FOR RATED MASONRY WALL AND FLOOR ASSEMBLIES, MECHANICAL CONTRACTOR SHALL PERFORM THE TEST AND RECORD ALL SUCH DATA AS COSTS. BE INSULATED WITH EXTERNAL INSULATION.PIPING SYSTEMS ALWAYS REQUIRING PROVIDE A UL APPROVED THROUGH-PENETRATION FIRE STOP SYSTEM NUMBER IS AVAILABLE WITH SYSTEM OPERATING AUTOMATICALLY UNDER THE PREVAILING INSULATION INCLUDES,BUT IS NOT LIMITED TO,CONDENSATE,REFRIGERANT,CHILLED C-AJ-1175. FOR RATED GYPSUM BOARD ASSEMBLIES,PROVIDE A UL APPROVED WEATHER CONDITIONS. THAT PART OF THE SYSTEM WHICH CAN NOT BE TESTED SHALL B. SCOPE OF WORK WATER,HEATING HOT WATER,CONDENSER WATER,AND STEAM.INTERNALLY INSULATED THROUGH-PENETRATION FIRE STOP SYSTEM NUMBER W-L-1003. BE DELAYED UNTIL THE WEATHER IS APPROPRIATE,AT WHICH TIME THE REMAINING PART DUCTS SHALL HAVE 1 INCH THICK,1-112 LB DENSITY ACOUSTICAL INSULATION(AIR SIDE OF THE REQUIRED TESTS SHALL BE CONDUCTED AND DATA RECORDED ACCORDINGLY. 1.THIS CONTRACT SHALL INCLUDE THE FURNISHING,INSTALLING, CONNECTING,AND BLACK COATED TO MEET NFPA).INSULATION SHALL BE INSTALLED PER THE B. CONDENSATE DRAINS,CONDENSER WATER UP TO 2"ABOVE GRADE AND UNDER 125 OPERATION OF ALL EQUIPMENT WHICH IS A PART OF THE MECHANICAL SYSTEMS AS SHOWN ON THE REQUIREMENTS OF THE SMACNA GUIDE AND THE MANUFACTURER'S PSIG D. ACCEPTANCE AND CHECK-OUT-GENERAL CONTRACTOR SHALL PROVIDE QUALIFIED DRAWINGS AND AS REQUIRED BY SIMILAR INSTALLATIONS. ANY MATERIAL OR LABOR WHICH IS RECOMMENDATIONS.DUCT SIZES NOTED ON DRAWING ARE INSIDE CLEAR DIMENSIONS. PERSONNEL,AT NO ADDITIONAL COST TO THE TENANT,AS MAY BE REQUIRED BY THE ENGINEER FOR NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS,BUT WHICH IS INSULATION WRAP SHALL BE FIBERGLASS,FOIL BACKED WRAPPING.WHERE DUCTS OR 1. ASTM B88,TYPE L,HARD DRAWN COPPER PIPE;AND ASME 816.18,CAST BRASS,OR ASME THE PURPOSE OF VERIFYING PROPER OPERATION AND INSTALLATION OF THEIR WORK AT THE TIME OBVIOUSLY NECESSARY TO COMPLETE THE WORK AND WHICH IS USUALLY INCLUDED IN WORK OF A PIPING IS EXPOSED,AND REQUIRES INSULATION,PROVIDE FIBERBOARD RIGID INSULATION B16.22,SOLDER WROUGHT COPPER FITTINGS. OF REQUEST FOR ACCEPTANCE. o SIMILAR CHARACTER SHALL BE FURNISHED AND INSTALLED UNDER THIS CONTRACT AT NO AND PAINT.PAINT COLOR SHALL BE COORDINATED WITH THE ARCHITECTURAL ADDITIONAL COST TO THE TENANT.GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR AND DRAWINGS,LANDLORD,AND TENANT.WHERE DUCTS OR PIPES ARE OUTSIDE THE V. HVAC EQUIPMENT 0 o MATERIALS REQUIRED TO PROVIDE THE TENANT A COMPLETE,CODE APPROVED AND OPERATIONAL BUILDING,AN ALUMINUM JACKET SHALL BE PROVIDED AND INSTALLED OVER THE CHILLED WATER AIR-HANDLING UNITS �- MECHANICAL SYSTEMS. INSULATION,AND SEALED WEATHERTIGHT. A. INSTALLATION OF ALL EQUIPMENT SHALL COMPLY WITH THE MANUFACTURER'S O_ 2.CAREFULLY READ SPECIFICATION FOR ALL PARTS OF THE WORK SO AS TO BECOME FAMILIAR INSTALLATION INFORMATION AND INSTRUCTIONS,REQUIREMENTS AND ANY ADDITIONAL cv WITH ALL TRADES'WORK SCOPE. CONSULT WITH OTHER TRADES TO INSURE PROPER LOCATIONS B. HVAC GUIDELINES. GENERAL CONTRACTOR SHALL PROVIDE ALL ADDITIONAL REQUIRED ACCESSORIES O AND AVOID INTERFERENCES. ANY CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE REQUIRED TO COMPLETE THE INSTALLATIONS. I. CHILLED WATER AIR-HANDLING UNITS O if TENANT BEFORE WORK IS COMMENCED. 1, INTERNALLY INSULATE WITH 1 INCH THICK,1-112#DENSITY ACOUSTICAL INSULATION(AIR x O 3.ALL CONTRACTORS SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND SITE SO AS TO SIDE BLACK COATED TO MEET NFPA)ALL DUCTWORK NOTED AS REQUIRING SUCH. B. HVAC EQUIPMENT SHALL BE"STARTED UP"BY A FACTORY TRAINED AND AUTHORIZED SERVICE A. FAN:AHU-1 FAN SHALL RUN CONTINUOUSLY AND OUTDOOR AIR SHALL BE OPEN --J COMPARE THEM WITH THE DRAWINGS AND SPECIFICATIONS,NOTE THE EXISTING CONDITIONS AND INTERNAL INSULATION SHALL BE INSTALLED PER THE REQUIREMENTS OF THE SMACNA TECHNICIAN. ALL FACTORY STARTUP FORMS SHALL BE COMPLETED AND TURNED OVER TO THE TO AT LEAST MINIMUM POSITION DURING STORE OPERATING HOURS.AHU-1 FAN SHALL CD) OTHER WORK THAT WILL BE REQUIRED,AND THE NATURE OF THE CONDITIONS UNDER WHICH THE GUIDE AND THE MANUFACTURER'S RECOMMENDATIONS.DUCT SIZES NOTED ON TENANT WITH ALL COMPLETED WARRANTY CARDS PRIOR TO FINAL APPROVAL. RUN ON CALL("AUTO" MODE)AND OUTDOOR AIR SHALL REMAIN CLOSED DURING STORE WORK IS TO BE PERFORMED. NO ALLOWANCE SHALL BE MADE TO ALL CONTRACTORS BY REASON OF DRAWING ARE SHEET METAL DIMENSIONS. OFF HOURS. IF SMOKE DETECTOR DETECTS SMOKE, FAN SHALL BE SHUT DOWN ANDA �1.THIS FAILURE TO HAVE MADE SUCH EXAMINATION OR OF ANY ERROR ON HIS PART. 2. ALL SUPPLY AND OUTSIDE AIR DUCTWORK SHALL BE WRAPPED WITH 2 INCH OF 0.75 VI. AIR DISTRIBUTION SIGNAL SENT TO THE BUILDING LIFE SAFETY SYSTEM COORDINATE WITH ELECTRICAL O o- 4.ALL EXISTING UTILITY AND MECHANICAL SERVICES SHALL BE FIELD VERIFIED. CORRECTIONS LB/CU.FT.FIBERGLASS,FOIL BACKED DUCT WRAPPING. TO THE DESIGN AND INSTALLATION SHALL BE MADE WITHOUT ADDITIONAL COST TO THE TENANT. A. AIR DISTRIBUTION WORK. 5.THIS GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE OPENINGS WITH THE C. PIPING GENERAL TRADES CONTRACTOR. THE FINAL LOCATIONS AND SIZES OF ALL DUCT AND LOUVER B. COOLING:ON A CALL FOR COOLING,COOLING THERMOSTAT MODULATES CHILLED OPENINGS SHALL BE PROVIDED BY THIS CONTRACTOR, 1. ALL ABOVE GROUND PIPING SHALL BE INSULATED WITH FIBERGLASS PIPING 1. DUCTWORK(ROUND OR RECTANGULAR OR SPIRAL)SHALL BE OF GALVANIZED STEEL WATER CONTROL VALVES AS NEEDED TO MEET DEMAND. n � 6.THIS CONTRACT SHALL ALSO INCLUDE ALL LABOR,MATERIALS AND MISCELLANEOUS EXPENSES INSULATION WITH AN ALL SERVICE JACKET AND SELF SEALING LAP (ASJ/SSL). CONSTRUCTION AND SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION Z3 REQUIRED FOR ALL REQUIRED MECHANICAL DEMOLITION OF THE EXISTING AREAS BEING RENOVATED. 2. FITTINGS AND VALVES SHALL BE INSULATED WITH PRE-MOLDED OF THE SMACNA MANUAL AND THE FOLLOWING PRESSURE/SEAL SCHEDULE: o a. THE DEMOLITION SHALL CONSIST OF THE COMPLETE REMOVAL (PROPERLY DISPOSED OFF FIBERGLASS FITTINGS AND COVERED WITH A PRE-FORMED PVC FITTING COVER. a. DUCTWORK BETWEEN AHU(ROOFTOP UNIT)AND VAV BOXES-3" W.G.POSITIVE C. HEATING:ON A CALL FOR HEATING THERMOSTAT SHALL ACTIVATE ELECTRIC HEATER Q CD SITE UNLESS OTHERWISE NOTED) OF ALL HVAC EQUIPMENT,PIPING,DUCTWORK,MATERIALS,ETC. PRESSURE,EAL CLASS A. AS NEEDED. HEATING CONTROL SHALL USE P+I LOGIC. NOT REQUIRED IN THE FINAL DESIGN AND INSTALLATION OF THE HVAC SYSTEMS FOR THE NEW III.SPRINKLER b. OTHER SUPPLY AIR DUCTWORK-2"W.G.POSITIVE PRESSURE,SEAL CLASS B. RENOVATED AREAS. VE PRESSURE,SEAL CLASS B. b. ALL UNDERGROUND SERVICES NOT BEING REUSED SHALL BE CAPPED BELOW THE FLOOR. A. GENERAL 2ROUND DUCT ELBOWS SHALL BE LONG c. RETURN&EXHAUST DUCTWORK-2"W.G.,G.NEGATIVE ATI TIMES THE CENTERLINE RADIUS D. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL CONTROLS,CONTROL WIRING . c. ALL ABOVE GROUND SERVICES SHALL BE REMOVED BACK TO THEIR RESPECTIVE MAIN AND UNLESS CLEARANCE IS NOT AVAILABLE AT WHICH TIME MITERED ELBOWS WITH TURNING AND TO MAKE OPERATIONAL. CAPPED OR IF THE MAIN IS NOT REQUIRED,THE MAN SHALL BE REMOVED IN IT'S ENTIRETY. 1. THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF NFPA 13, THE VANES SHALL BE UTILIZED. 1 d. COORDINATE ALL DEMOLITION WITH THE ARCHITECTURAL DOCUMENTS AND THE BUILDING TENANT'S INSURANCE COMPANY,THE LOCALLY ENFORCED BUILDING CODE,LOCAL ARCHITECT AND THE TENANT'S GENERAL REQUIREMENTS. BUILDING AND FIRE OFFICIALS AND ALL OTHER LOCAL AUTHORITIES HAVING JURISDICTION. 3. RECTANGULAR ELBOWS SHALL BE FURNISHED WITH DOUBLE THICKNESS TURNING E. UNITS SHALL BE TRANS AS FURNISHED BY OWNER NATIONAL ACCOUNTS 7. ALL WORK INCLUDING,BUT NOT LIMITED TO PARTS,MATERIAL, EQUIPMENT AND LABOR SHALL 2. ALL WORK SHALL BE PERFORMED BY A LANDLORD APPROVED,STATE LICENSED SPRINKLER VANES.TURNING VANES SHALL BE FASTENED WITH A DOUBLE ROW OF SCREWS. REPRESENTATIVE,AND INSTALLED BY CONTRACTOR. UPON DELIVERY OF UNITS, BE GUARANTEED FOR ONE YEAR AFTER ACCEPTANCE BY THE ENGINEER AND TENANT. WHERE AN CONTRACTOR. 4. FLEXIBLE CONNECTIONS AT THE INLET AND OUTLET OF THE RTU. INSTALL CONTRACTOR SHALL VERIFY ALL EQUIPMENT IS AS SPECIFIED ON DRAWINGS EQUIPMENT MANUFACTURER HAS A WARRANTY THAT EXCEEDS ONE YEAR,THAT WARRANTY PERIOD 3. THIS WORK SHALL INCLUDE ALL PIPING,FITTINGS,HANGERS, EQUIPMENT,ETC.,REQUIRED FLEXIBLE CONNECTIONS WITH 3"WIDE DOUBLE NEOPRENE COATED FLAME RETARDANT, INCLUDING ALL ELECTRICAL REQUIREMENTS,ACCESSORIES AND OTHER SHALL APPLY TO THIS PROJECT. TO COMPLETE THE WORK. NFPA 90A APPROVED,FIBERGLASS FLEXIBLE CONNECTION. FLEXIBLE CONNECTION TO REQUIREMENTS.ANY DISCREPANCIES MUST BE REPORTED TO TENANT 4. SPRINKLER HEADS ARE TO BE CENTERED IN LAY-IN CEILING TILES. HEADS ARE TO BE SPACED HAVE A MINIMUM OF 24 GAGE, 3"WIDE SHEET METAL COLLARS PERMANENTLY CONSTRUCTION MANAGER WITHIN THE FIRST TWENTY-FOUR(24) HOURS AFTER C.DOCUMENTS SYMMETRICALLY WITH LIGHTING AND OTHER CEILING FIXTURES WHEN INSTALLED IN DRYWALL ATTACHED TO EACH SIDE. DELIVERY. CEILINGS. 5. MITERED OFFSETS GREATER THAN 30 DEGREES IN EITHER DIRECTION SHALL NOT BE Revisions: 1. THE DRAWINGS ARE DIAGRAMMATIC,ALL WORK SHALL BE PERFORMED AS INDICATED ON 5. DETERMINE VOLUME AND PRESSURE OF INCOMING WATER SUPPLY FROM WATER FLOW TEST PERMITTED. Mark Date By THE DRAWINGS UNLESS EXISTING CONDITIONS OR COORDINATION ISSUES REQUIRE DATA.REVISE DESIGN WHEN TEST DATA BECOMES AVAILABLE PRIOR TO SUBMITTALS. 6. CHANGES IN DUCT SIZES SHALL BE MADE BY UNIFORM TAPER SECTION WITH A CHANGES.THESE CHANGES SHALL BE MADE WITH NO ADDITIONAL COST TO THE 6. SUBMITTALS MAXIMUM INCLUDE ANGLE OF DIVERGENCE OF 15DEGREES. A 1/29/21 STAFF TENANT. a. SHOP DRAWINGS: 7. RECTANGULAR BALANCING DAMPERS-RUSKIN MD25 SHALL BE SINGLE BLADE UP TO 6"IN 90%DESIGN REVIEW SET 2. ANY INCIDENTAL ITEMS OR LABOR,ETC.NOT INCLUDED IN THE SPECIFICATIONS OR THE (1) PREPARE AND SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH THE HEIGHT AND 36"IN WIDTH,AND RUSKIN MD35 MULTI-BLADE FOR LARGER SIZES. ALL DRAWINGS BUT REASONABLY IMPLIED AS NECESSARY FOR THE COMPLETE INSTALLATION MECHANICAL GENERAL PROVISIONS. ROUND BALANCING DAMPERS SHALL BE COMMERCIAL GRADE SINGLE BLADE UP TO 16" OF ALL APPARATUS SHALL BE INCLUDING IN BID. (2) SHOW PLANS,CROSS SECTION,ELEVATIONS,DETAILS AND JOB IN DIAMETER SHALL INCORPORATE LOCKING TYPE INDICATING ADJUSTMENT. 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND CONDITIONS,RELATIONSHIP TO OTHER WORK.PIPE SIZES, ELEVATIONS ABOVE FLOOR,HEAD 2112121 STAFF BALANCING DAMPERS SHALL BE INSTALLED IN ALL BRANCH DUCTS OFF MAIN AND ON ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED EVEN THOUGH NOT LOCATIONS,INSPECTORS TEST CONNECTION,SPRINKLER ENTRANCE,VALVES,ALARMS,BACKFLOW 100%,BIDJL.L.REVIEW SET MENTIONED IN BOTH. PREVENTER,FLOW SWITCH AND SUPERVISORY DEVICES. ALL TAPS OFF DUCTS TO DIFFUSERS UNLESS OTHERWISE NOTED ON DRAWINGS. 4. IF ERRORS ARE FOUND IN THE DRAWINGS OR SPECIFICATIONS OR DISCREPANCIES OCCUR (3) SUBMIT DATA ON THE FOLLOWING ITEMS: 8. FINAL CONNECTIONS TO DIFFUSERS MAY BE MADE WITH FLEXIBLE DUCTWORK BUT IT'S BETWEEN THE SAME,OR BETWEEN THE FIGURES ON THE DRAWINGS,AND THE SCALE OF (a) PIPING AND COUPLINGS. USE IS LIMITED TO STRAIGHT HORIZONTAL OR VERTICAL RUNS. ALL CHANGES OF SAME OR BETWEEN THE LARGER AND SMALLER DRAWINGS,OR IN THE DESCRIPTIVE (b) WET ALARM VALVE. DIRECTION IN AN DUCT SYSTEM(GALVANIZED OR FLEXIBLE)SHALL BE MADE WITH AN Q zJ16Jz1 STAFF MATTER ON THE DRAWINGS SHALL BE REFERRED TO THE TENANT FOR REVIEW AND FINAL (c) BACKFLOW PREVENTER. APPROPRIATE GALVANIZED ELBOW. MAXIMUM LENGTH OF ANY FLEXIBLE DUCT IS 5'-0". PERMIT DECISION PRIOR TO THE BID DUE DATE. (d) VALVES AND SUPERVISORY DEVICES. 9. FLEXIBLE DUCTS TO DIFFUSERS SHALL BE ATCO RUBBER PRODUCTS,INC.MODEL UPC 5. THE BIDDING OF THIS WORK WILL CONTEMPLATE THE USE OF EQUIPMENT AND MATERIALS (e) SPRINKLER HEADS AND ESCUTCHEON PLATES. #070,INSULATED(R=4.2),U.L.181 RATED AND CLASS 1 AIR CONNECTOR. MAXIMUM EXACTLY AS SPECIFIED HEREIN. WHERE MORE THAN ONE MANUFACTURER IS MENTIONED ANY (f SUPPORTS,HANGERS AND ACCESSORIES. LENGTH OF FLEXIBLE DUCT TO DIFFUSER TO BE T-0". A4 9/17/21 STAFF ONE MAY BE UTILIZED.SUBSTITUTE MANUFACTURERS MAY BE OFFERED ONLY AS AN ALTERNATE TO (g) SEISMIC CALCULATIONS 10, FIRE DAMPERS SHALL BE RUSKIN AND SHALL BE INSTALLED PER MANUFACTURER'S REVISEDRESPONSIBILITIES TENANT TO PROVIDE THE SPECIFIED EQUIPMENT AND MATERIAL. (4) SUBMIT AND RECEIVE APPROVAL FROM THE AUTHORITY HAVING INSTRUCTIONS AND SMACNA REQUIREMENTS FOR A U.L.APPROVED INSTALLATION. FIRE LANDLORDS SCOPE OF WORK a. SUBSTITUTIONS JURISDICTION PRIOR TO SUBMITTAL. DAMPERS SHALL BE TYPE"B" (BLADES AND FRAME COMPLETELY OUT OF THE AIRSTREAM) - (1) THE MANUFACTURERS AND MODEL NUMBERS INDICATED IN THE (5) ONCE THE AUTHORITY HAVING JURISDICTION HAS APPROVED SHOP FOR ALL WALL ASSEMBLIES AND SHALL BE INSTALLED WITH THE APPROPRIATE WALL Q 9/20/21 STAFF CONTRACT DOCUMENTS ARE FOR THE PURPOSE OF DESCRIPTION AND TO ESTABLISH A BASE DRAWINGS,THE SUBCONTRACTOR SHALL SEND EIGHT SETS OF APPROVED STAMPED PLANS AND SLEEVE AND ANGLES PER UL 555. FIRE DAMPERS SHALL BE INSTALLED IN ALL FIRE RATED RESUBMIT REVISIONS FOR PERMIT LEVEL OF QUALITY. THE GENERAL CONTRACTOR'S BID WILL CONTEMPLATE THE USE OF THE EQUIPMENT CUTS TO THE ARCHITECT FOR APPROVAL. WALLS.VERIFY FIRE RATED WALL LOCATIONS AND RATINGS ON THE ARCHITECTURAL EQUIPMENT AND MATERIALS EXACTLY AS INDICATED. (6) PLANS SUBMITTED WITHOUT ALL HYDRAULIC CALCULATIONS WILL DOCUMENTS.FOR ALL FLOOR PENETRATIONS PROVIDE RUSKIN TYPE"LR"FIRE (2) THE GENERAL CONTRACTOR SHALL SUBMIT FOR APPROVAL,WITH HIS BE RETURNED"REJECTED". PROVIDE INDEPENDENT HYDRAULIC CALCULATION DAMPERS. SEE DETAILS ON DRAWINGS FOR ADDITIONAL INSTALLATION REQUIREMENTS, BID QUOTATION,A LIST OF ANY PROPOSED SUBSTITUTIONS OF MATERIALS AND EQUIPMENT FOR SHEETS. 11. DOUBLE THICKNESS INSULATED ACCESS DOORS SHALL BE PROVIDED AT ALL FIRE THOSE ON WHICH THE ORIGINAL DESIGN WAS BASED. A FULL DESCRIPTION OF ALL PROPOSED (7) ALL SPRINKLER PLANS SHALL BEAR THE STAMP OF A REGISTERED DAMPERS FOR ACCESS TO FUSIBLE LINK, DOOR SHALL BE SIZED TO ALLOW FOR EASY Engineer of Record SUBSTITUTED ITEMS,THE CHANGE TO THEIR BID PRICE OR OTHER REASONS FOR PROFESSIONAL FIRE PROTECTION ENGINEER LICENSED WITH THE STATE SERVICE AND ACCESSIBILITY. ACCESS DOORS SHALL BE A MINIMUM OF 24"IN THE SUCH SUBSTITUTIONS SHALL ACCOMPANY THE BID. ALL ACCESSORIES,FEATURES,ETC.,SUPPLIED WHERE THE STORE IS LOCATED. LONGEST DIMENSION. WITH THE SUBSTITUTED MANUFACTURER'S PRODUCT SHALL ALSO BE INCLUDED IN THE BID. (8) AT THE COMPLETION OF THE PROJECT,PROVIDE TENANT WITH 12. PROVIDE 3"x3"x1/4°ANGLE FRAMING AROUND THE ROOF OPENINGS FOR THE SUPPLY (3) IF THE GENERAL CONTRACTOR DOES NOT SUBMIT PROPOSED SUBSTITUTIONS WITH OPERATION AND MAINTENANCE MANUALS INCLUDING"AS-BUILT' RECORD AND RETURN AIR DUCTWORK. • THEIR BID THE TENANT SHALL CONSIDER THE BIDDER TO BE PROPOSING THE MANUFACTURERS AND DRAWINGS,SPECIFICATIONS AND APPROVED PLANS. 13. SUPPORT ALL SHEET METAL AND EQUIPMENT FROM ANGLE IRON CONNECTED TO - MODEL NUMBERS SPECIFIED HEREIN AND SHOWN ON THE CONTRACT DRAWINGS. B. CRITERIA STRUCTURAL STEEL.DO NOT SUSPEND DUCT OR EQUIPMENT FROM METAL DECK OR (4) SUBSTITUTIONS AFTER CONTRACT AWARD SHALL NOT BE JOIST BRIDGING. PERMITTED. 1. GENERAL CONTRACTOR SHALL VERIFY WITH THE LANDLORD'S PROJECT MANAGER FOR Thorson Baker 6. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE SYSTEMS CAN BE OF ANY ANY ADDITIONAL CRITERIA(PIPE SIZING; PIPE SCHEDULE OR HYDRAULIC). RECOGNIZED MANUFACTURE PROVIDED THESE ITEMS MEET MINIMUM STANDARDS AS SET IN THESE 2, DESIGN AND INSTALL THE SPRINKLER SYSTEM AND PIPING TO CONFORM WITH NFPA 13, VII. CONTROLS + Associates SPECIFICATIONS. REFER TO EACH SECTION FOR ANY SPECIFIC REQUIREMENTS. ORDINARY HAZARD DESIGN WITH A MAXIMUM SPACING OF 130 SQUARE FEET PER C O N S U L T I N G SPRINKLER HEAD IN SALES AREAS AND 100 SQUARE FEET PER HEAD IN STOCK AREAS. A. CONTROL WIRING SHALL BE PLENUM RATED CABLE WITH COLOR CODED 18 E N G IN E E R S D.COORDINATION 3. THE PROJECT AREA CURRENTLY HAS AN EXISTING SPRINKLER SYSTEM INSTALLED WITH AWG WIRES(MINIMUM). 3030 West Streetsboro Road FLUSH SPRINKLER HEADS INSTALLED ON A STANDARD GRID PATTERN. GENERAL Richfield,Ohio 44286 1. GENERAL CONTRACTOR SHALL INCLUDE A VISIT TO THE JOB SITE AND TAKE INTO CONTRACTOR SHALL DESIGN AND MODIFY THE EXISTING SPRINKLER SYSTEM PIPING AND THERMOSTAT AND (330)659-6688 Phone CONSIDERATION MECHANICAL,ELECTRICAL AND GENERAL TRADE WORK CURRENTLY HEADS. THIS WORK SHALL INCLUDE THE RAISING OF ANY EXISTING SPRINKLER PIPING B EQUIPMENT(AIR HANDLER,ROOFTOP UNIT, CONDENSING UNIT,CONTROLS CONTRACTOR SHALL PROVIDE ALL WIRING BETWEEN N THTH (330)659-6675 Fax EXISTING AND WORK WHICH MAY BE INSTALLED PRIOR TO CONTRACT AWARD. WHICH INTERFERES WITH DESIGNED CEILING ELEVATIONS. SEE ARCH.DRAWINGS FOR RELOCATION OF DUCTWORK,PIPING AND EQUIPMENT,AS REQUIRED,TO AVOID THIS CEILING ELEVATIONS. PROVIDE ANY AUXILIARY DRAIN PIPING REQUIRED FOR ANY WORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE TENANT. TRAPPED SPRINKLER PIPING. C. CONTROLS CONTRACTOR SHALL FURNISH AND INSTALL A 120(24)VOLT SUPPLY AIR DUCT 2. GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING SITE BEFORE 4, SEE ARCH.DRAWINGS FOR CEILING ELEVATIONS. MOUNTED IONIZATION SMOKE DETECTOR. DETECTOR SHALL BE WIRED,BY THE ELECTRICAL Seal STARTING ANY FABRICATION OR DOING ANY WORK IN THE FIELD AND SHALL BE (CONTROLS)CONTRACTOR,TO SHUT DOWN UNIT UPON ACTIVATION. RESPONSIBLE FOR THE CORRECT AND PROPER MEASUREMENTS OF HIS WORK ALONG C. COMPONENTSWITH OLUTIONS E WORK OFTWO OR MORE TRAADESN INTERFERE WITHOCONFLICT 4I OTHER AND A 1. PROVIDE A WATTS REGULATOR NO.(007-LF 3/4 TO 2.5"009 2"TO 10")DOUBLE CHECK D. THERMOSTATS w�S�� 3. WHERE THE DEVIATION FROM DESIGN IS NECESSARY,NEITHER WORK SHALL PROCEED UNTIL THE VALVE ASSEMBLY BACKFLOW PREVENTER IN THE PIPING TO THE SPRINKLER HEADS 1. FURNISH AND INSTALL A HONEYWELL 7 DAY PROGRAMMABLE HEATING/COOLING Q 94 P TENANT HAS BEEN NOTIFIED OF THE CONFLICT AND THEY HAVE RENDERED A DECISION IMMEDIATELY FOLLOWING THE CONNECTION TO THE DOMESTIC WATER SYSTEM- AS TO WHAT CHANGES SHOULD BE MADE. 2, FIRE DEPARTMENT CONNECTION:POTTER-ROEMER OR EQUAL SERIES 5020,4 x 21/2 x 21/2, THERMOSTAT AND CLEAR LOCKABLE COVER WITH APPROPRIATE CONTROL WIRING 4. GENERAL CONTRACTOR SHALL LOCATE,IDENTIFY AND PROTECT ANY EXISTING SERVICES WITH ALL STANDARD FEATURES,"AUTO.SPKR."LETTERING,AND THREAD TO MATCH BETWEEN THERMOSTAT,(FURNACE AND CONDENSING UNIT)(ROOFTOP)AS REQUIRED WHICH ARE REQUIRED TO BE MAINTAINED OPERATIONAL AND SHALL EXERCISE EXTRA LOCAL FIRE DEPARTMENT REQUIREMENTS.-FLUSH MOUNTED FIRE DEPARTMENT INLET TO PROVIDE A COMPLETE OPERATING SYSTEM.WIRING SHALL BE MINIMUM 18 AWG. OREGON 4,0 CAUTION IN THE PERFORMANCE OF ALL WORK TO AVOID DISTURBING SUCH FACILITIES. CONNECTION WITH WALL PLATE WITH "AUTOMATIC SPRINKLER"IDENTIFICATION,ALL 2. THERMOSTATS SHALL BE MOUNTED WHERE INDICATED ON THE DOCUMENTS. 9, 4 ALL COSTS FOR REPAIR OF DAMAGES TO SUCH SERVICES SHALL BE PAID BY THE GENERAL BRASS CONSTRUCTION AND POLISHED BRASS FINISH. CONTACT THE FIRE DEPARTMENT 3. MECHANICAL CONTRACTOR SHALL PROGRAM THERMOSTAT PER THE TENANT'S CONTRACTOR CAUSING THE DAMAGE, TO VERIFY FIRE DEPARTMENT CONNECTION TYPE AND TREAD PATTERN TO MATCH THAT REQUIREMENTS AND TRAIN TENANT'S PERSONNEL IN THE OPERATION AND r�'4NI E'4 O 5. IT IS ESSENTIAL THAT ALL WORK AT THE PROJECT BE DONE AS SUCH TIME AND IN SUCH OF THE FIRE DEPARTMENT EQUIPMENT.PROVIDE 4"UL LISTED CHECK VALVE WITH BALL PROGRAMMING OF THE THERMOSTAT AND SYSTEM. MANNER AS NOT TO INTERFERE WITH THE NORMAL OPERATIONS OF THE FACILITY. A DRIP PIPED TO DRAIN. EXPIRES: WORK SCHEDULE SHALL BE ARRANGED WITH THE TENANT TO FACILITATE WORK WITH A Vill. TESTING AND BALANCING MINIMUM OF INTERFERENCE WITH THE TENANT'S OPERATIONS. D. SUPERVISION: Archit of/1%Wr&Job No: 6. AREAS TO BE USED FOR STORAGE SHALL BE ONLY AS DIRECTED BY THE TENANT.ALL STORED MATERIAL SHALL BE RELOCATED OR REMOVED FROM THE SITE AS DIRECTED BY 1. THE RISER CONTROL VALVE AND ALL ZONE VALVES SHALL HAVE ELECTRIC SUPER VISION A. TESTING AND BALANCING SHALL NOT BEGIN UNTIL THE SYSTEM HAS BEEN COMPLETED,IS IN 21-005 THE TENANT. TO SIGNAL THE BUILDING FIRE ALARM SYSTEM. TAMPER SWITCHES PROVIDED BY FULL WORKING ORDER AND ALL EQUIPMENT START-UP HAS BEEN COMPLETED. ALL HVAC SYSTEMS 7. DAILY,AND AT THE COMPLETION OF THE WORK,EACH GENERAL CONTRACTOR SHALL SPRINKLER SUBCONTRACTOR AND WIRED BY THE ELECTRICAL SUBCONTRACTOR. AND EQUIPMENT SHALL BE PUT INTO FULL OPERATION AND THE OPERATION OF SAME CONTINUED Nextore Store Design Revision No.: REMOVE ALL EXCESS MATERIALS AND DEBRIS CAUSED BY HIS WORK.UPON COMPLETION 2. MECHANICAL:ALL OTHER VALVES SHALL BE PADLOCKED IN STANDARD OPERATING DURING EACH WORKING DAY OF THE TESTING AND BALANCING. OF EACH GENERAL CONTRACTOR'S WORK,CONDITIONS OF THE SPACE(S)SHALL BE THE POSITION,WITH 2 KEYS PER PADLOCK AND ALL PADLOCKS SHALL BE KEYED THE SAME. �� SAME AS FOUND PRIOR TO COMMENCEMENT OF THE WORK. FAILURE TO DO SO MAY CHAIN AND PADLOCK ALL VALVES OVER 2"SIZE. B. AN INDEPENDENT"AABC"OR"NEBB"CERTIFIED AIR AND WATER BALANCE CONTRACTOR RESULT IN THE TENANT'S EMPLOYMENT OF A SEPARATE SERVICE TO OBTAIN THIS SHALL TEST AND BALANCE THE SYSTEM AND REPORT RESULTS TO THE ENGINEER TENANT AND THE CONDITION AND REDUCING THE FACTOR'S CONTRACT AMOUNT BY THE COST OF SUCH E. PIPING LANDLORD. A SERVICE. 8. EACH GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO OTHER 1. PIPING SHALL BE BLACK STEEL PIPE PER NFPA 13. Nextore project 82260 WORK CAUSED BY HIS WORK OR THROUGH THE NEGLECT OF HIS,OR HIS SUB-TRADE'S 2. PIPE HANGERS FOR THE SPRINKLER SYSTEM SHALL BE ADJUSTABLE CLEVIS HANGERS WITH 1. ALL WORK SHALL BE DANE UNDER DIRECT TECHNICIANS. OF THE CERTIFIED BALANCING Number PERSONNEL. ALL PATCHING,REPAIRING,REPLACEMENT AND PAINTING,ETC,SHALL BE APPROPRIATE CLAMP(DEPENDING ON STRUCTURE). ALL PIPING SHALL BE SUPPORTED ENGINEER AND BY QUALIFIED BALANCING TECHNICIANS. DONE AS DIRECTED BY THE TENANT BY THE CRAFTSMEN OF THE TRADES INVOLVED. THE ON A MAXIMUM OF 10'CENTERS. 2. METHODS AND FORMS SHALL BE IN ACCORDANCE WITH THE CERTIFICATION Brand Design Type: COSTS OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE. AGENCIES RECOMMENDATIONS AND REQUIREMENTS. F. SPRINKLER HEADS 3. COMPLY WITH ASHRAE RECOMMENDATIONS PERTAINING TO MEASUREMENTS, SGH 4.5 G+ E.METHODS INSTRUMENTS,TESTING,ADJUSTING AND BALANCING. 1. SPRINKLER HEADS IN AREAS WITH CEILINGS SHALL BE CENTRAL SPRINKLER CORP,DIVISION 4. ALL QUANTITIES SHALL BE WITHIN 10%OF THE DESIGN VALUES. ISSUED FOR: 1. EXCAVATIONS SHALL BE MADE IN OPEN TRENCHES. FLOORS SHALL BE SAW CUT. PIPING OF TYCO.SERIES TY-L,1/2"ORIFICE,RECESSED,POLISHED CHROME PENDANT AUTOMATIC 5, MECHANICAL CONTRACTOR SHALL PROVIDE ANY SHEAVE CHANGES REQUIRED ON THE SHALL BE LAID ON AN APPROPRIATELY GRADED 6"BED OF CLEAN AND DRY SAND, SPRINKLER HEAD WITH TWO PIECE FACTORY WHITE METAL ESCUTCHEON. HVAC UNIT. ®Construction ENGINEERED FILL SHALL BE USED TO BACKFILL TO 6"ABOVE THE PIPING. BACKFILL THE 2. SPRINKLER HEADS IN AREAS WITH DRYWALL CEILINGS SHALL BE CENTRAL SPRINKLER REMAINDER OF THE TRENCH UTILIZING THE EXCAVATED MATERIAL IF APPROVED BY THE CORP,DIVISION OF TYCO.ROYAL FLUSH iI SERIES RFII,165 F,WITH A WHITE CEILING PLATE, ARCHITECT OR THE TENANT.IF THE EXCAVATED MATERIALS ARE NOT ACCEPTABLE, 3. SPRINKLER HEADS IN AREAS WITH EXPOSED STRUCTURE SHALL BE BRASS UPRIGHT ENGINEERED FILL ACCEPTABLE TO THE ARCHITECT SHALL BE UTILIZED TO BACKFILL THE CENTRAL SPRINKLER CORP.DIVISION OF TYCO SERIES TY-L,1/x"ORIFICE,165 F. REMAINDER OF THE TRENCH. BACKFILL SHALL BE ACCOMPLISHED IN 9"LIFTS WITH ALL 4. SPRINKLER SYSTEM TO BE DESIGN BUILD PER BUILDING CRITERIA,LOCAL CODES AND Title LIFTS COMPACTED TO 95%PROCTOR. PATCH FLOOR TO MATCH EXISTING. LUXOTTICA STANDARDS. 2. EQUIPMENT,PIPING,DUCTWORK,ETC.SHALL NOT BE SUPPORTED FROM ANY CEILINGS, MECHANICAL OTHER PIPING,CONDUIT OR DUCTWORK,ROOF DECK,OR JOIST BRIDGING. ITEMS SHALL BE SUPPORTED FROM ACCEPTABLE STRUCTURAL BUILDING COMPONENTS AS SPECIFICATIONS DETERMINED BY THE ARCHITECT AND STRUCTURAL ENGINEER. 3. ALL ROOF PENETRATIONS,FLASHING AND COUNTER FLASHING SHALL BE PERFORMED BY THE LANDLORD'S ROOFING CONTRACTOR AT THE REQUESTING GENERAL CONTRACTORS COST. Date Sheet 1/29/21 Drawn By Checked ByA M-003 TBA DESIGN & CONSTRUCTION MANAGEMENT: ORE DEMOLITION NOTES: I - - - - _( �' �4000 Luxottica Place,Masm,OH 45040 �+1(573)765-6000 f 6 Creamery Brook,East Grantry,CT 06026 .1(660)413-9700 A CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND SHALL APPLICABLE).ALL SYSTEM SHUT-DOWNS AND DISRUPTION OF STORE 43757 BE FAMILIAR WITH THE LIMITS OF DEMOLITION REQUIRED FOR SCHEDULED AFTER NORMAL BUILDING HOURS OR AS ALL TRADES.COORDINATE DEMOLITION WITH REQUIREMENTS OTHERWISE APPROVED BY OWNER. Washington Square OF NEW CONSTRUCTION PRIOR TO INITIATING WORK. 9348 SW Washin ton Square Road I. PRIOR TO DEMOLITION FIELD VERIFY AND IDENTIFY ANY B. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EXISTING EQUIPMENT TO REMAIN IN SERVICE THAT IS SERVED Tigard, OR 97223 COMPLETE REMOVAL AND DISCARDING OF ALL DEMOLITION BY SYSTEMS TO BE DEMOLISHED.NOTIFY ENGINEER OF ANY WASTE INCLUDING ANY UNFORESEEN ITEMS WITHIN THE SCOPE SUCH CONDITIONS AND REMOVE AND/OR RELOCATE THE Space: W14A OF THE PROJECT. SERVICES AS DIRECTED. Construction for: C. CONTRACTOR SHALL COORDINATE DEMOLITION OPERATIONS J. MEET WITH OWNER REPRESENTATIVE AND LANDLORD PRIOR WITH CONTINUING OWNER OCCUPATION OF ADJACENT TO DEMOLITION TO IDENTIFY WHETHER EXISTING MATERIALS SPACES.ALL DEMOLITION WORK TO BE COORDINATED WITH SYSTEMS, EQUIPMENT, ETC.ARE CONSIDERED SALVAGE OR OWNER AND CONDUCTED UNDER CONTROLLED CONDITIONS. DEBRIS. REMOVE DEBRIS FROM SITE AND DISPOSE OF IN AND APPROVED MANNER AS DIRECTED BY OWNER. D. REPAIR/PATCH AS REQUIRED FOR DEMOLITION OF VARIOUS CONSTRUCTION ITEMS.VERIFY AND COORDINATE ANY K. TERMINATE DEMOLISHED SYSTEM SERVICES IN A CONCEALED REQUIRED OPENING WITH RESPECTIVE TRADES.FOR ANY WORK LOCATION IN AN APPROVED MANNER.COORDINATE WITH NEW THAT SHALL OCCUR OUTSIDE OF DEMOLITION AREA, AND EXISTING CONSTRUCTION. CONTRACTOR SHALL RETURN SPACE TO ORIGINAL CONDITION. Q"t L FIELD VERIFY EXISTING PIPING LOCATIONS PRIOR TO WORK. 0 ul ul E. PROPERLY CAP, PLUG AND CONCEAL ANY PIPING LEFT IN PLACE. O CAP ABANDONED SEWER PIPING A MINIMUM OF 8" BELOW M. VERIFY EXTENT OF DEMOLITION OF SANITARY SEWER, FINISH FLOOR PATCH AND REPAIR SLAB. DOMESTIC WATER PIPING PRIOR TO WORK.ALL DEMOLITION Cn LJ O WORK SHALL BE IN COMPLIANCE WITH APPLICABLE CODES, o c F. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ALL NOT STANDARDS AND THE AUTHORITY HAVING JURISDICTION. J 0 USED WATER PIPING,WASTE AND VENT, DUCTWORK EQUIPMENT IN THE REMODEL AREA. N. WHERE REQUIRED,COORDINATE EQUIPMENT ELECTRICAL a� TERMINATION REQUIREMENTS WITH ELECTRICAL CONTRACTOR. �' as G. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH OWNER REPRESENTATIVE FOR WHETHER TO DISPOSE HVAC °- OUTLETS REMOVED OR RE-USE. cv H. DEMOLISH EXISTING AS REQUIRED PER NEW CONSTRUCTION AS 0 DIRECTED BY ARCHITECT AND/OR AS NOTED ON DRAWINGS. —' AVOID DISRUPTION OF SERVICES DURING BUSINESS HOURS(IF Cn CD d' Q KEY NOTES - DEMOLITION 1. REMOVE EXISTING DIFFUSERS AND ASSOCIATED RUN OUT DUCTWORK. MAIN DUCTWORK TO "=r REMAIN. 2. REMOVE EXISTING CHILLED WATER AIR HANDLING UNIT. 3. REMOVE EXISTING DUCTWORK SHOWN DASHED,TYPICAL CAP AND SEAL CONNECTION AT BRANCH OR MAIN,AS APPLICABLE. 4. EXISTING LANDLORD DUCTWORK TO REMAIN. TYPICAL UNLESS NOTED OTHERWISE. 5. EXISTING LANDLORD PIPING TO REAMIN.TYPICAL UNLESS NOTED OTHERWISE. Revisions: Mark Date By A1/29/21 STAFF 90%DESIGN REVIEW SET Q2/12/21 STAFF 100%BID/L.L.REVIEW SET I'\ 2/18/21 STAFF PERMIT A9/17/21 STAFF REVISED RESPONSIBILITIES TENANT TO PROVIDE LANDLORDS SCOPE OF WORK A9/20/21 STAFF RESUBMIT REVISIONS FOR PERMIT Engineer of Record <1\ T3k� L�r �Y,- >; Thorson •Baker _- + Associates I 1 I 1 I I I 1 1 ~'• CONSULTING ENGINEERS - , 3030 West Streetsboro Road i Richfield,Ohio 44286 11 1 1 tl i — "11 1` ; {330)659-6667 Phone , I �� I I � (330)659-6675 Fax ------#-1--------------------------- S1 � ---4-1 I� ------ __--T-T Seal r--------� r►_�-__ __ i i i i i i I i i ��0 P I I — — � ------- II t I 1 t II II 1 1 , 1 I I 1 90 0 q p i I i I I I �•�� 'I 4 OREGON ►,40 4 5 i -------------------------- ----------lu L__ ' ' ------ ' '' �----------- I LL-------------------�----------- � �----' ' ' ' ' I q NIEt.. F- I --�______= I i 1 ------------- 1 l 1--r- - --t----T L------ - J-------- -i t----------�----------p---- -------- -- r— 7-- T-7-- f— —�—I -, ,--___; i I T--, ' >� I ' I EXPIRES: 13th Z-. LTJ l ; `��r T-------------- -- , \_yTyT, ArchitJ .�.-------------- ' W4%tWe%Job No.: �-- t l ♦\� 1 , ! 1 ,� 1 , _-------_-- 1 --_I---\\� 21-0�5 �—' I I \;�;-_—' 1 1 lTl'P� I 1 , 1 11 I I I I I Nextore Store Design Revision No.: a------4------- I t t --- - 4-------¢-- -- - +-J1 �� 1 1 rf I 1 1 ! 1 07 Nextore project II i t J I I `�' 1 1 , J I r I l l y 1 ► , I I I I t I , I Number 82260 I I I I I ! I 1 1 1 L-----j I---------------- 1 I I------------- 1 I I I I L_____ 1 ' Brand Desiqn Type: L-------I-1----------------J I , -----1—` -----------------J , I I 2 l I SGH 4.5 G+ II II II -- t - — -�+ ---�— - ISSUED FOR: - - - - - - - - - - - - - - - - - - I ®Construction i Title MECHANICAL - HVAC DEMOLITION MECHANICAL HVAC SCALE. 1/4'=I'-O' DEMOLITION PLAN Date Sheet 1/29/21 Drawn By ((�}j� Checked ByA M-1 V V y TBA � � DESIGN &CONSTRUCTION _ MANAGEMENT: GENERAL KJ�TT[� THERMO��P�CU;�M[hT|N�JRU0[K]NS GRILLE, [�[y_!�'�[O � �J[� F�|[�U�[F� SCHEDULE \�L��LF\/�L NOTES L~� � 10RE R[\]|.} | LF� /��L/ L/��| L/�L�� \~| �[L�L/�L �� HONEYWELL TH83IlVVF1OU1.A.K.A.THE HONEYWELL VISION PRO OU0OWI-FI k`` � �-``,'_`'`` - ' '``___ ^ UQW� ~ - THERMOSTAT WITH WIRELESS REMOTE SENSORS A6REQUIRED. A. THE CONTRACT DOCUMENTS REFLECT A SYSTEM DESIGNED AROUND SPECIFIC REFERENCE PRODUCTS,THE |. DUCT SIZES INDICATED REPRESENT CLEAR INTERIOR SHEET METAL DIMENSIONS. ��mu°�=��m=�owm»w 0^`��m�m� ` PROCURE FROK�HABEGGERCORP SELECTION OFVVH|[HHAS |��PACTEDTHE DESIGNS OFOTHER TRADES |FALTERNATE k4ANUFA[TURERSARE �^c==�n��u=s=�Cr��^ *`,w^ww,�nm TAG SERVICE MOUNTING MFR MODEL MODULE FINISH NOTES � CONTACT INFO. � ' - �UBM(TTEOOR8|[l |T|STHERESPON8B|L|TYOFTH|S6I.TCCOORD|NATEALLD|FFEREN[ESAND|kPA[T IMPACTS WITH J. ALL DUCTWORK CONCEALED ABOVE CEILINGS,ANDALLOUTS|DEAIRDU[TS'SHALLBEEXTERNALLY xAossmsnCAconoz@uAosaasnoonp'com ALL TRADES PRIOR TO BID, INCLUDING COSTS ASSOCIATED WITH REQUIRED CHANGES TO OTHER TRADES. NO INSULATED. IF DUCTWORK IS RUN IN A NON-CONDITIONED SPACE ALL DUCTWORK MUST BE INSULATED WITH2^ STORE 03 7= 7 xwmYcomw|wsHAw AmoncvCoww|wG*AM@*AaEGssnc0npc0w' SUPPLY MATCH STD. EXTRAS WILL BE ALLOWED FOR CHANGES REQUIRED TO OTHER TRADES IF ALTERNATE EQUIPMENT IS BID OR FIBERGLASS INSULATION AND VAPOR BARR}ER�513-612-4776 S1 T|TUI OMNI 24^X24. 2�3 WashingpBEDOYUE pBEoOvLE@*xa[GGEn[onp.[Ow; AIR CEILING FINISH INSTALLED ATTHE G.C''SOPTION. K. BRANCH DUCTS SERVING DIFFUSERS ~ == Square 513'612-4712 S2 SUPPLY MATCH T|TUS OMNI 12°X12" PAINT TO 2�4 B. EXISTING MECHANICAL INFORMATION IS BASED ON LIMITED EXISTING BUILDING DRAWINGS AND FIELD WORK.THE O��m � NU �Rngtn Square DOaW AIR CEILING kAT[HCLG Tigard,GI. SHALL FIELD VERIFY THE EXISTING CONDITIONS FOR ACCURACY. NOADDITIONAL COMPENSATION SHALL 8 E L ALL ROUND DUCT ELBOWS SHALL BELONG SWEEP,1-tgTIMES THE CENTERLINE RAD|UI O R 97223 THERMOSTAT INSTALLATION INSTRUCTIONS SDS-L SUPPLY MATCH T|TUS FL15-HT/ 15" SLOT PAINT TO 1,5 ALLOWED FOR REVISIONS TOTHE DESIGN TDCORRECT FOR EX8T|NGCONDITIONS NOT AS INDICATED ONTHE NOTIFY ENERGY sEnv|CB(cwEns�ssnv/Css@Loxon/cAnrm/�cow)AND COPY THE PROJECT AIR CEILING L = LENGTH WAT[H[LG PLANS. W. G.C. MUST REPLACE ALL AIR FILTERS IN HVAC UNITS WITH NEW CLEAN FILTERS BEFORE AIR BALANCING AND / W14 / MANAGER|FTHE WI-FI NETWORK|SNOT AVAILABLE ATTHE TIME OFINSTALLATION. SDR-L SUPPLY MATCH T|TU5 FL15/HT 15" �LOT PAINT TO 1S PRIOR TOFINAL TURNOVER TDTENANT. Construction for AIR CEILING L = LENGTH � k4ATCHCLG ' C. G.C. SHALL NOTIFY TENANT,ARCHITECT AND ENGINEER OF ANY SITUATIONS THAT MODIFY OR INCREASE THE HVAC CONTRACTOR: SCOPE OFVVDRKFRC}��VVHAT|SDESCRIBED iNTHE D{)CUkJENTSN |T|STHEG['SRESPONS|8|L|TYTDENSURETHATTHE ��E[HAN|[AL[O��P{}NENTSARE|NSTALLEDAJ RETURN MATCH STD WHITE � N. � � z TAKE R1 T/TUS OMNI 24"X24" � 2 LO[AT|[}NSAND ELEVAT|[)NSVVH|[H ��AKETHE�� READILY AND SAFELY ACCESSIBLE FC)RROUTINE MAINTENANCE ' AIR CEILING F|N|5H MAC ADDRESS,CRC ID,AND 4DIGIT px55COos(DATE¢]DE),AND EMAIL(WITH PROJECT D. G.C. SHALL BERESPONSIBLE FOR ALL CUTTING/PATCHING RELATED TOTHEIR WORK. WITHOUT REQUIRING ANY EXTRAORDINARY MEASURES. MANAGER|mCOPY)TO(c mo ssuvcss ) NOTES/ACCESSORIES z vvxsm|m3TxLuT|Ow/uQoxxpL� o� s/wmL AusroFTHE TxEnmo�vnSSxOvv|mGTHE T-STAT l PROVIDE Y[)UNGSREGULATOR T{]CONTROL BALANCING DAMPER. LOCATE CONTROLLER ABOVE CEILING AT E. IF SPACE ABOVE CEILING IS INDICATED TO BE A RETURN AIR PLENUM, CONSTRUCTION MATERIALS ABOVE CEILING {). THE TENANT RESERVES THE RIGHT TO CHECK CONSTRUCTION COMPLIANCE WITH PLANS AND SPECIFICATIONS. CRC iDAND 4DIGIT DATE[DDs ACCESS SHALL SHOULD ---� . � 3.A STICKER WITH THE MAC 0AND CRC}DOFEACH T-ST7T ISPACKED WITH THE T-BAT' Z� RAP|DkOUNTFRAWE (|F5URFA[EKOUNT|NG) RATING.VNR|NGSHALL BELABELED PLENUM RATED TYPE PER NFPA70� EXPECT COMPLIANCE PERFORMED WITH DUE D|L|GEN[E� |FANY CORRECTIVE WORK|SDEEMED TOBENE[EBARY, AND|STOB[puC[DOmTHE BACK OFTHE�5TA�NOT OmTHE FA[EPu�c. E-MAIL THE THE[D5TDFRE|N�PE[T|ON5VV|LLDEBORNE8YTHE�I. |FVVORK|SRE�U|REDBYTEN�NT|NORDERTD|k4PR{�/E, LIST AND THE PHOTOS imFOR EACH STORE|mONE E-MAIL TO � FURNISH F. COORDINATE CHANGE (Ewsms�sEnv/cEs@Loxon�/cxx�Aucom)VV|TxTH�mcx��nsPRCUs[TKx�m��nCUP|Eo � ��°�� OTHER CEILING CONTACT OTHER G.C. SHALL OmEPHOTOPcnlpSTAT/5RcQo|REC\AND|T|S|K8POnTANTTOPHOTOGnApHTHEBxCKOp ' ^ � � �� THE�5n^�Vy|rnTHE xxACID,CRC ID,AND DxT CODE SHOWING. 4. PROVIDE YQUNGIREGULATOR TOCONTROL BALANONGDAk�pER. LOCATE[��NTROLLER |NDIFFUSER ARISE. TENANT TDADDRESS THIS WORK|NATik4ELYk4ANNER. |F |TBE[{}K4ESEVIDENT THAT THE G,C.CAN N(}T O �t HOUSING,OUT OFVIEW FROM THE PUBLIC. ACCOMPLISH THE TASK,THEN AFTER 72HOURS OFWRITTEN NOTICE,THE TENANT MAY AJHIS DISCRETION TAKE 0 THE THERMOSTAT MUST 8ECONNECTED TOOUR WI-FI NETWORK DURING G. MOUNTING OF ALL EQUIPMENT, DUCTWORK AND PIPING MUST BE DONE PER BUILDING GUIDELINES AND LOCAL OVER SUCH WORK AND BACK CHARGE THE GC. FOR ANY CORRECTIVE WORK THAT WAS RE[}U|REDDUE TO »�� F INSTALLATION. 7DpEnFDRK8THIS STEP,YOU K8USTUSE THE FOLLOWING 5. UTILIZE BORDER 66VNTHH1CLIP ORBORDER 77ASFIELD CONDITIONS DEMAND. PROVIDE MANUFACTURER'S [{�OESAND INDUSTRY STANDARDS. COOR0NATEINSTALLATION DFE{}U|PK�ENTSUPP(}RTVV|THBUILDING LACK OFPERF{}RWAN[E, VVORKK�ANSH|PAND/OR ADHERENCE TOPLANS AND SPECIFICATIONS. K � � _U {] INFORMATION: if ° PLENUWBOXRCONSTRUCT, ONAOG| NFiLDCUND| [ l MANAGER AND NEXTOREREPRESENTAT|VE� rosmEnwunwmAms(x'x'A'AmsS|o)=Cmmr u P. DUCTWORK SHALL NOT BEROUTED OVER ELECTRIC PANELS AND TRANSFDRWER� (m Ap4xsp*mass(A.x.x.TnEpAsawnno)FPncOmwccT|mGT*sT-s�TTn �z OUR WI-FI NETWORK. NOTE: MANUFACTURER LISTED|STO GIVE DIRECTION ONSTYLE AND QUALITY. |T|SNOT THE INTENT QFTHE H. NDPVC PIPING ALLOWED |NPLENUM AREAS. Q) OTHE PASSp*xASEWILL ocSENT ToYOU/mSEPARATE s'xxmL. LISTING TDSINGLE LINE SPECIFY APARTICULAR MANUFACTURER. |FSUBSTITUTING,PROVIDE SHOP DRAWINGS nO -r- 0 DO NOT GIVE THE pxSSpVn^ScToASSOCIATES'IT IS NEXJORE pNY FORAppROVAL ~�Z'L[M-H2OO'REyO.O COmp|oEmnALxmonOasnsPTToATvxxY. O7:7 V DO NOT GIVE THE 4DIGIT DATE CODE rOASSOCIATES'|T8ALSO &^_--- CONFIDEmTmLxmoTOacwEpTT*xTvvxY � � � � S�� 4,5 PLATINUM/GOLD DIFFUSER SCHEDULE �� \/ ��F1T�� - K��r-��KJ|y-�| PLAN U\/� �� `�& A��| � TMERxx�STAT�FTPO|NT|N�TRU�T|�N� Q��N0000�� '- ' NOTES� -- � � �- -� ' '� '� — — � — '' ' HVAC SYMBOLS m�m�� =3 FOR ALL LOCATIONS: FAN TqRUN comT'mumu�roummm��upv��psa|¢m. " 1� PROVIDE "' 9* CD LcNSCn4FTERS 2. PROVIDE DUCT TAKE OFFS PER DETAIL. HIGH EFFICIENCY FITTINGS SHALL 8EUSED. SEE DETAIL. < c:) mcoUp|sm 3. INSULATE ALL SUPPLY DUCTWORK PER APPLICABLE ENERGY/MECHANICAL CODE -MOST RESTRICTIVE TO GOVERN. ��=X�x SUPPLY AIR DIFFUSER -ARROVVSINDICATE COOUNGSET-POINT AuAREAS(EXCEPT LAB)~7I*r 4 REMOTE CONNECT � n��K0 PATTERN. PATTERN 5HDVVNEQUALS 4-VVAY. � � COOLING SET-POINT FOR LAB=7V~F 5. DAMPER |SINSTALLED ABOVE GYPSUM BOARD CEILING. PROVIDE YOUNG3REGULATOR AND 8DVVDENCABLE. SEE URASNOTED HEATING SET-POINT ALL AREAS(EXCEPT LAB)=6O*F TURN OVER NOTES (CONTRACTOR TOPROVIDE TOTHE pMTHE FOLLOWING PRIOR TOINITIAL pUNCHUST)�� DETAIL. PROVIDE CABLE OPERATED DAMPERS WHERE DAMPERS ARE INSTALLED OVER GYPSUM BOARD CEILING. 12^0 ROUND DU[TNDRKD|AWETER|N |N[HE5 H�J|NGS[FPO|NTFOR LAB=66*F 6� EXTEND O^ EXHAUST DUCT TOLANDLORD PROVIDED EXHAUST K4AIN. VERIFY LOCATION |NFIELD. COORDINATE � � FOR LABS: TIME PERIOD BEGINS 2 HOURS BEFORE STORE OPENS 1. AIR BALANCE REPORT TOSTATE EQUIPMENT INFORMATION INCLUDING MODEL NUMBER, SERIAL NUMBER, WORK WITH LANDLORD. FOR BUSINESS(DUE nJLAB OCCUPANCY) RATED AND TESTED AMP DRAW, RATED AND TESTED VOLTAGE AND ANY ALTERATIONS OF THE EQUIPMENT 7. EXTEND OUTSIDE AIR DUCTWORK TO LANDLORD SUPPLIED OUTSIDE AIR MAIN AND CONNECT. L 20U2 L RECTANGULAR DUCTWORK.SIZE |NINCHES, OVERRIDE ADJUSTMENTS=+/-z~;FROM PROGRAMMED SET-POINTS REQUIRED TOACHIEVE DESIGN AIR FLOW. 8. PROVIDE NEW MOTORIZED DAMPER IN OUTSIDE AIR DUCTWORK TO CLOSE WHEN AIR HANDLER IS IN l l FIRST NUMBER |SSIDE SHOWN. OVERRIDE ADJUSTMENTS OF PROGRAMMED SrpPO|wT=4HRS. Z, CHANGE FILTER MEDIA PRIOR TOTURN OVER. UNOCCUPIED MODE. LE»SCRAREnS 3. CLEAN DRAIN PANS PRIOR TDTURN OVER. 9. PROVIDE 24"DFDUCTWORK FOR MIXING RETURN AND OUTSIDE AIR. POINT DFCONNECTION NEW TDEXISTING umOCcup|ED 4� DEMONSTRATE EQU|pk�ENTHEATS AND C(}OLS� 10. NEVVCHILLED WATER AIR HANDLING UNIT ABOVE BOH CEILING. k�A|NTA|NALL kJANUFA[TURERRE[Ok�k�ENDED ~� xcmr|N�=6nosanse�<��o�soos�ncsq CLEARANCES. ��f-�- FK��i�i��^ - � k4ANUALVOLUK4EDAK�PER ' - CO0UNG~8VDEGREES(LABS 7DDEGREES) 11. L(][AT|ON {}FDAMPER ACTUATOR ��OUNT|NGBC}ARD ~DB-1" ROUTE REK4[)TEBALANCING CABLES TOTHE THIS f�� Mark Date By TIME PERIOD BEGINS ATSTORE CLOSING TIME LOCATION. OvsR0DEA�V8v�ENT5=+�z*FFRO/wPROGnAMxxsDSc�pO|NTS Kj[lT� 1Z� EXTEND CHILLED PIPING --- /\ v2*c STAFFVvcRR|DEACVVSTMENT5OFPnOGRA/wKxEDScT'pO|wT=4*nS. NOTE SHEET 13. 1~ CONDENSATE LINE OOVVNTOTAIL PIECE DFLAVATORY. \��------- 90%DESIGN REVIEW SET ALL OTHER BRANDS PROVIDE FIRE STOPPING FOR ALL PENETRATIONS OFFIRE WALLS. OCCUPIED PROVIDE THROUGH WALL FIRE STOPPING FOR ALL LOCATIONS /\ COOUNGSBFPO|NTALL AREAS(EXCEPT LAB)=72*F VVHEREJUNCTION BOXES ARE LOCATED|NADE�W|S|NGVYAL�OR «*»-- MOTORIZED DAMPER ^�� z«zm omrF HEATING SET-POINT ALL AREAS(EXCEPT LAB)=68*F OTHER FIRE WALL. 100%BID/u.REVIEW SET TIME PERIOD BEGINS 1HOURBEFORE STORE OPENS FOR BUSINESS OVERRIDE ADJUSTMENTS=+/-z~FFROM PROGRAMMED SET-POINTS /\ 4n8/21 srxpp OVERRIDE ADJUSTMENTS oFPROGRAMMED SET-POINT=4HRS. ALL OTHER BRANDS PERMIT umOCCup/Eu HEATING=6ODEGREES(LABS aoDEGREES) TEST AND RECORD THE NEW CFM DISCHARGING FROM NEW ��/\ 9/17/21 STAFF ' COOLING=OVDEGREES(LABS 7DDEGREES) | AHU-1 REPORT | ncwSsnxopowomLmo �wxwTropmw/oc TIME PERIOD BEGINS ATSTORE CLOSING T|Kx[ ) � \ LANDLORDS SCOPE o+WORK. OVERRIDE ADJUSTMENTS=+/-z^pFROM PROGRAMMED SET-POINTS - OVERRIDE ADJUSTMENTS OFPROGRAMMED SET-POINT=4HRS. A 9o4o1 STAFF RESUBMIT REVISIONS FOR PERMIT m ool MECHANICAL REQUIREMENTS FOR TEMPERATURE K CK��7[�� - ��l�� WIRELESS ]��h�� CONTROL USING ^^ '~�~ �� THERMOSTAT . Engineer of Record lF� Baker ono��rs��K�~u��=�r + Associates � 0N8ULT } NG - ENG | NEEmG 0000West SoeetsuumRoad Richfield,Ohio *^uuo (330)659-6688 Phone (330)659-6675 Fax ` . 1 Seal | _J,-� ) y '| 01 90 P |� 6"0 . � SDS-6� SDS-6� ( S£-� 350MAX 350MAX OREGON50WAX P 2 �Yp �Yp | �5�oe | ' ^�� | ��,�yp �° ' D131 4: E��I��ES� / �� ' -, __--�� /. �xw �x� / - � m�` / ��mp� � ----'' -='-- / DB1 ~~' � ' NN 21-005 | ` ~' -~~ �� _ wex��s��oe�Qnne"m�nmn� �� -- CWS | / ��"�� ^[D~—� ' 0 0 � ^�� | �� ° -- `^ AaJA 4-5)D131 ~-��D0�� DNumbermmum � � p � -- ~~ `�2 �� } � �� 82260 §�' 1414 �| 12x12~�2� � 10U0 ' | Brand oeinnType.> i'~-��- ~ ^0U0 oWO SGH4.S { + 10xig SDR-6 SDR-6 SDR-6 / ISSUED FOR: ��-� 35OmAX 35O�AX | �� |' | 35O�AX �^ 0]Construction 400WAx �| | _ _____ — _ _____ — _ _____ ____ _____' _ _-__- __________' _ ____ ______ | \ Title ~ K �[/~U � �J|/~ � | - | | |V|L\_� |��|�|�-�tL ( | HVACU�A /� PLAN ri-��| � K��/-��/\KJ|/-J\| - ��\/�/- ' /v/�-�_/ /r�/ �/�-r�� HVAC vr`�~ SCALE: p4*~Vvr Date Sheet 1/29/21 Drawn 8y ^ TBA |V|K �-��\JL/yl�� Checked By TBA DESIGN & CONSTRUCTION MANAGEMENT: RESPONSIBILITY SCHEDULE (ELECTRICAL) ORET= TENANT NE3XI DIVISION 16000-ELECTRICAL RECOGNIZED MANUFACTURE PROVIDED THESE 1. BRANCH CIRCUIT LOAD CENTERS SHALL BEtiP '{ ELECTRICAL SYMBOLS �,� �y � GC= GENERAL CONTRACTOR • ITEMS MEET MINIMUM STANDARDS AS SET IN DEAD FRONT TYPE,WITH MAIN LUGS OR MAIN O� Q �Q Ca q}`` A `) LL= LANDLORD *4000 L-ttica Place,Mason,OH 45040 0+1(513)765-6000 THESE SPECIFICATIONS. OVERCURRENT DEVICE AS INDICATED,BRANCH �`� �1<`� L- 5.� 06Creamery Brook,East Granby,CT 06026 0+1(860)413-9700 PART I-GENERAL Q F, .�P '� C. O P MW=MILLWORKER flVERCURRENT DEVICES AS NOTED AND AN (ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON THE DRAWINGS) JQ QC �, 1N� �` A. GENERAL CONDITIONS,CODES&STANDARDS 4<<' ��' N/A=NOT APPLICABLE ALL IN A FLUSH , -` SUPL RCV INSTL ExG P&R RELO REMARKS - 1. ALL WORK SHOWN ON THE ELECTRICAL D.CONSTRUCTION COORDINATION EQUIPMENT GROUND BARDIVISION 16000 - ELECTRICAL STORE 43757 MOUNTED SHEET STEEL ENCLOSURE.MINIMUM Washington /�/ DOCUMENTS IS TO BE PROVIDED AND INSTALLED � HQMERUN TO PANEL AND CIRCUIT INDICATED CONNECTION AND WIRING @MILLWORK THROUGHOUT GC GC GC ALL MILLWORK LIGHTING IS PLUG&PLAY.-FOLLOW UP REQUIRED BY NEXTORE- V V ash�ngton Square SHORT CIRCUIT CAPACITY SHALL BE 10,000 AMPS ELECTRICAL SERVICE,FEEDERS,CONDUIT,METERS GC I GC GC SEE ELECTRICAL SHEETS FOR REQUIREMENTS BY THE ELECTRICAL CONTRACTOR,UNLESS NOTED XX-## n p OTHERWISE. 1. DURING BIDDING YOU VISITED THE SITE. WORK SYMMETRICAL FOR 120/208V,AND 14,000 AMPS 9348 SW Washington Square Road 2.ALL WORK TO MEET APPLICABLE CODES AS WITH THE GENERAL CONTRACTOR TO SYMMETRICAL FOR 277/480V APPLICATION UNLESS CIRCUIT ELECTRICAL PANELS/TRANSFORMERS GC I GC GCI I GC TO REFER TO ELECTRICAL RISER DIAGRAM 0 VV Washington LOCALLY ENFORCED. NO WORK ON THE COORDINATE ANY CONFLICTS WITH EXISTING NOTED OTHERWISE.LOAD CENTERS MUST BE PANEL ELECTRICAL WIRING,CIRCUITING,RECEPTACLES,SWITCHES GC I GC GCI I I Tigard, O R 97223 DRAWINGS IS TO BE INSTALLED WHERE IT CONDITIONS. THIS WORK SHALL BE PROVIDED AT SELECTED TO FIT IN A STANDARD STUD WALL. ------_ INFLOOR/UNDERFLOOR CONDUIT/WIRE RECEPTACLES IN MILLWORK GC I GC GCI I CONFLICTS WITH LOCAL CODE ENFORCEMENT. NO ADDITIONAL COST TO THE TENANT. 2. LOAD CENTERS SHALL BE AS MANUFACTURED EMERGENCY LIGHTING I T I GC GCI I Space: W14A COORDINATE WITH THE LOCAL INSPECTOR PRIOR 2. GENERAL CONTRACTOR SHALL LOCATE, BY SQUARE D,GENERAL ELECTRIC, ITE/SIEMENS JUNCTION BOX EXIT SIGNS T IGC GCI I I TO INSTALLATION. IDENTIFY AND PROTECT ANY EXISTING SERVICES AND WESTINGHOUSE/CUTLER HAMMER. NEW LIGHT FIXTURES&LAMPS T IGC GCI , Construction for: 3. ELECTRICAL CONTRACTOR SHALL PAY FOR WHICH ARE REQUIRED TO BE MAINTAINED C. FIXTURES AND LAMPS IQ= DUPLEX RECEPTACLE-125 VOLT,2 POLE,3 WIRE,GROUNDING TYPE,20 I I I I I AND OBTAIN ALL NECESSARY LICENSES,PERMITS OPERATIONAL AND SHALL EXERCISE EXTRA 1. ALL FIXTURES AND LAMPS ARE FURNISHED BY AMPERE,MOUNTED AT 1$"AFF UNLESS OTHERWISE NOTED: CONDUITS-DATA,COMMUNICATION,ALARMS,PHONES �GC I GC GCI � I AND INSPECTIONS REQUIRED TO PROCEED WITH CAUTION IN THE PERFORMANCE OF ALL WORK TO TENANT,INSTALLED BY ELECTRICAL CONTRACTOR.. BUZZER AT REAR DOOR GC I GC GC I AVOID DISTURBING SUCH FACILITIES. ALL COSTS THE WORK.THIS SHALL INCLUDE ALL REQUIRED "2"INDICATES CIRCUIT NUMBER FOR REPAIR OF DAMAGES TO SUCH SERVICES " a ( I COORDINATION WITH THE LOCAL UTILITY E EXISTING TO REMAIN COMPANIES AND THEIR ASSOCIATED FEES OR SHALL BE PAID BY THE GENERAL CONTRACTOR D. FIRE ALARM SYSTEM "WP"INDICATES WEATHERPROOF COVER I WIRELESS EQUIPMENT I T T T I I COSTS. CAUSING THE DAMAGE. 1. ALL WORK RELATED TO THE FIRE ALARM "D"DEDICATED CIRCUIT SECURITY-HARDWARE I T GC T I I 4.THE ELECTRICAL CONTRACTOR SHALL PROVIDE SYSTEM IS BY THE ELECTRICAL CONTRACTOR. "GA"INDICATES GROUND FAULT CIRCUIT INTERRUPTER TYPE SECURITY-WIRING IGC GC T I WIRING TO BE PLENUM RATED ALL LABOR,MATERIAL,EQUIPMENT AND TOOLS PART 2-PRODUCTS OWNER'S REPRESENTATIVE WILL PROVIDE "R"INDICATES RECESSED POS AND DATA WIRING(TEMPORARY) IGC GC GC I NECESSARY TO COMPLETE THE ELECTRICAL WORK A. WIRING DEVICES SPECIFICS ON THE SYSTEM. I POS AND DATA WIRING(PERMANENT) IGC GC GC WIRING TO BE PLENUM RATED AS SHOWN ON THE DRAWINGS OR SPECIFIED DOUBLE DUPLEX RECEPTACLE-125 VOLT,2 POLE,3 WIRE,GROUNDING I WRING TO WIRELESS ACCESS POINTS IGC(GC GCI I 0-"' 1. DUPLEX RECEPTACLES SHALL BE GROUNDING TYPE,20 AMPERE,MOUNTED AT 18"AFF UNLESS OTHERWISE NOTED. o HEREIN. TYPE, NEMA 5-20R,RATED FOR 20 AMPS,125 PART 3-EXECUTION I BACKBOARD TERMINATION-DATA IGC GC GC 1 I p ul 5.TEMPORARY ELECTRICAL SERVICE,LIGHTING,AND VOLTS,WITH PROVISIONS FOR BACK AND SIDE A. GENERAL MISCELLANEOUS I BACKBOARD TERMINATION-PHONE T T T I I trj RELATED WRING SHALL BE PROVIDED TO OSHA WIRING. I FIRE ALARM SYSTEM IGC GC GCI PROVIDE NEW DEVICES AND/OR MODIFY AS REQUIRED. UTILIZE LANDLORD REQUIRED FIRE ALARM VENDOR. REQUIREMENTS FOR THE USE OF ALL TRADES 1. ALL CONDUIT RUN IN FINISHED AREAS SHALL ® DUPLEX RECEPTACLE-125 VOLT,2 POLE,3 WIRE, 20 AMPERE MOUNTED rp 1.1. SPECIFICATION GRADE DUPLEX RECEPTACLE BE CONCEALED.2. IN FLOOR BOX. I PRODUCT SECURITY SYSTEM GC I GC GCI I GC TO COORDINATE W VENDOR 0 I DURING CONSTRUCTION. SHALL BE HUBBELL#5362 SERIES OR APPROVED EQUAL,HEAVY DUTY,WHITE. 2. PROVIDE TYPEWRITTEN DIRECTORY CARDS "CLC,"INDICATES MOUNTED IN CEILING {LOW VOLTAGE EQUIMENT &WIRING GC J GC GCI I SEE SPECIALIZED LOW VOLTAGE SCHEDULE ON ELECTRICAL SHEETS. � O � WITH BRANCH CIRCUIT IDENTIFICATION FOR ® COMBINATION DUPLEX RECEPTACLE AND VOICE/DATA OUTLET B. SCOPE OF WORK 1.3. GROUND FAULT CIRCUIT INTERRUPTER(GFI) BRANCH CIRCUIT PANELBOARDS.PANELBOARDS, MOUNTED IN FLOOR BOX. MEP RESP 4� DUPLEX RECEPTACLES SHALL BE PROVIDED FEEDER DEVICES,DISTRIBUTION EQUIPMENT AND I 1. ONLY MAJOR EQUIPMENT IS SHOWN ON THE WHERE INDICATED. STARTERS SHALL BE FIELD MARKED TO WARN ® DOUBLE DUPLEX RECEPTACLE-125 VOLT,2 POLE,3 WIRE, 20 AMPERE I SCHEDULE-REVOO I U DRAWINGS, THE ELECTRICAL CONTRACTOR SHALL 2. SWITCHES SHALL BE TOGGLE OPERATED,QUIET QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARC MOUNTED IN FLOOR BOX. O M BID AND CONSTRUCT A COMPLETE AND TYPE,RATED FOR 20 AMPS,120/277 VOLTS,WITH FLASH HAZARDS IN ACCORDANCE WITH NEC OPERATIONAL SYSTEM. MISCELLANEOUS PROVISIONS FOR BACK AND SIDE WIRING.THREE 110.16. ® COMMUNICATIONS FLOOR BOX RESPONSIBILITY SCHEDULE (LOW VOLTAGE) M EQUIPMENT REQUIRED TO COMPLETE THE WORK IS WAY AND FOUR WAY SWITCHES SHALL BE 3. INSTALL HANDLE GUARDS ON ALL BREAKERS IN THE ELECTRICAL CONTRACTOR'S SCOPE- PROVIDED WHERE INDICATED. FOR NIGHT LIGHTING,EMERGENCY AND SIMILAR ¢, SWITCH-SINGLE POLE TOGGLE TYPE-120/277 VOLT,1-HP RATED,20 in QX ASSUME NO WORK OR EQUIPMENT IS PROVIDED CIRCUITS. 7 AMPERE,MOUNTED AT 48"AFF UNLESS OTHERWISE NOTED: PQ T= TENANT U= UTILITY VIA VENDOR - 2.1. SINGLE POLE SWITCHES SHALL BE LEVITON J cbJ 0y ti GC= GENERAL CONTRACTOR -) BY OTHERS UNLESS STATED AS SUCH. #1221 SERIES OR APPROVED EQUAL,SILENT 4. ALL FLUSH MOUNTED;LOADCENTERS SHALL \�Q��Q ��<9. 4��Q N Q '� `y LL= LANDLORD 2. DURING BIDDING: ACTUATING,20-AMP,120/277V,WHITE. HAVE(3)3/4"EMPTY CONDUITS INSTALLED TO "3"INDICATES THREE WAY SWITCH QQ� C`� �P c�t� �C�SOL�•P� EC= ELECTRICAL CONTRACTOR < O 2.1. VERIFY THE EXISTING CONDITIONS AND 2.2. THREE POLE SWITCHES SHALL BE LEVITON ABOVE ACCESSIBLE CEILING FOR FUTURE USE. "4"INDICATES FOUR WAY SWITCH �,`� �`< �r � QQ 4<` Q<< N/A= NOT APPLICABLE COMPENSATE FOR ANY VARIATIONS IN THE #1223 SERIES OR APPROVED EQUAL,SILENT 5. THE FINAL LOCATIONS OF ALL EQUIPMENT, "C"INDICATES SWITCH MOUNTED 8"ABOVE COUNTER !DIVISION 16000 - LOW VOLTAGE SUPL RCV. INSTL Ex'G P&R RELO REMARKS SCOPE AS A RESULT. ACTUATING,20-AMP,1201277V,WHITE. OUTLETS,ETC.SHALL BE SUBJECT TO REASONABLE "OS"INDICATES OCCUPANCY SENSOR SWITCH DATA/TECH RACK EC EC EC X 2.3. WHERE THERE IS A CONFLICT THAT CANNOT BE 3. DIMMERS SHALL BE LEVITON SLIDING DIMMER CHANGES IN LOCATION UP TO THE TIME OF "D" INDICATES 0-10V DIMMER SWITCH-WATTAGE AS INDICATED ON PANEL DATA/TECH RACK-DATA WIRING EC EC EC RESOLVED BY THE GENERAL CONTRACTOR, SWITCH,OF A RATING,VOLTAGE AND WATTAGE ROUGHING-IN,AT NO ADDITIONAL COST TO THE SCHEDULE.EACH BRANCH CIRCUIT SHALL INCLUDE A SEPARATE DATA/TECH RACK-PATCH PANELS EC EC EC ADVISE ENGINEER PROMPTLY FOR A RESOLUTION. SUITABLE FOR LOAD SERVER COLORS OF DEVICES TENANT. NEUTRAL CONDUCTOR "M"INDICATES A MASTER SWITCH THAT OVERRIDES THE OTHER SWITCHES DATA/TECH-LAB RACK-DATA JACKS I EC EC EC - DO NOT PROVIDE WORK WHEN THERE IS AND COVERPLATES SHALL WHITE. B. GROUNDING CONNECTED TO ITDATA-LABELING BOTH ENDS OF CABLE EC EC EC . { UNCERTAINTY ON WHAT WORK IS TO BE 4.COMBINATION WALL DIMMER/OCCUPANT 1. GROUNDING OF THE ELECTRICAL SYSTEM TRAFFIC COUNTER T EC T PERFORMED. SENSOR SHALL BE LUTRON MAESTRO 0-10V SHALL BE BY MEANS OF AN INSULATED "OSD" INDICATES 0-10V DIMMER SWITCH WITH INTEGRAL PIR OCCUPANCY SENSOR- 3. AS PART OF THE BIDDING PROCESS, REPORT TO DIMMER WITH INTEGRAL PASSIVE INFRARED GROUNDING CONDUCTOR INSTALLED WITH ALL WATTAGE AS INDICATED ON PANEL SCHEDULE.EACH BRANCH CIRCUIT SHALL TRAFFIC COUNTER-DATA WIRING EC EC EC I THE TENANT ANY ERRORS OR UNCLEAR OCCUPANT SENSING,AVAILABLE IN 1-WAY OR FEEDERS AND BRANCH CIRCUIT CONDUCTORS IN INCLUDE A SEPARATE NEUTRAL CONDUCTOR. 1 OR 3 WAY AS INDICATED. SURVEILLANCE CAMERA T EC T DIRECTIONS THAT YOU HAVE IDENTIFIED. 3-WAY CONFIGURATIONS. COLOR TO BE WHITE. ALL CONDUITS AND SUPPLEMENTAL AS REQUIRED SURVEILLANCE CAMERA-DATA WIRING EC EC JEC I VERIFY LOAD SERVED IS COMPATIBLE PRIOR TO TO MEET CODE(SUCH AS ARTICLE 517). SOUND SYSTEM T T T , Revisions: C.DOCUMENTS C. TESTS ORDERING. OS CEILING MOUNTED OCCUPANT SENSOR SOUND SYSTEM-RECEPTACLES(UNSWITCHED) IEC EC I EC I I Mark Date By 5. WIRING DEVICES SHALL BE SPECIFICATION SOUND SYSTEM -HEAD END EQUIPMENT T TIT I 1. TEST FOR GROUNDS,SNORT CIRCUITS,AND ,� Q 1/29/21 STAFF GRADE. PROPER FUNCTION OF ALL EQUIPMENT AFTER ❑ LIGHT FIXTURE:"AD"INDICATES FIXTURE TYPE"a" INDICATES SWITCH SOUND SYSTEM-SPEAKER WIRING(ACT CEILING) T T T 1. SUBSTITUTIONS a CONTROL REFER TO LUMINAIRE SCHEDULE FOR DESCRIPTION. SOUND SYSTEM-SPEAKER WIRING(GYP CEILING) T T T 90%DESIGN REVIEW SET 6. COVERPLATES FOR POWER,DATA& INSTALLATION IS COMPLETE.FAULTS IN THE i 1.1. THE MANUFACTURERS AND MODEL NUMBERS TELEPHONE SHALL BE LEVITON OR APPROVED INSTALLATION SHALL BE CORRECTED AT NO COST SOUND SYSTEM-RACEWAY SYSTEM TO SPEAKERS WHEN A GYP EC EC f EC i INDICATED IN THE CONTRACT DOCUMENTS ARE EQUAL,WHITE,PLASTIC. TO THE TENANT. 2 CEILING IS INSTALLED. PROVIDE PULL WIRE. I I Q 2112/21 STAFF FOR THE PURPOSE OF DESCRIPTION AND TO 7. LIGHTING CONTRACTORS SHALL BE IN NEMA 1 D. DEMOLITION TL TRACK AND TRACK MOUNTED LIGHT FIXTURE(DESIGNATIONS VARY- SOUND SYSTEM-SPEAKER ( T { T I T I 100%BID/L.L.REVIEW SET ESTABLISH A BASE LEVEL B QUALITY.THE ENCLOSURE,NORMALLY OPEN ELECTRICALLY 1. DEMOLITION OF EXISTING ELECTRICAL #T-S SEE PLANS} LED WALLS I T T I T I I GENERAL CONTRACTOR'S BID WILL HELD,120V,COIL,20A.REFER TO PLANS FOR EQUIPMENT,IF APPLICABLE,SHALL BE PART OF THE O LED-RECEPTACLES(UNSWITCHED) IEC EC I EC I - CONTEMPLATE THE USE OF THE EQUIPMENT AND RECESSED DOWNLIGHT. DESIGNATIONS VARY-SEE PLANS. MATERIALS EQUIVALENT TO THOSE INDICATED. NUMBER OF POLES. 3 2/18/21 STAFF ELECTRICAL WORK AS INDICATED ON THE D LED-DATA OUTLETS,TERMINATED AND TESTED IEC EC EC I 2. MISCELLANEOUS ITEMS NECESSARY TO B. LIGHTING AND RECEPTACLE LOAD CENTERS DRAWINGS. IEC EPERMIT COMPLETE THE SYSTEMS CAN BE OF ANY (PANELS) ® IWAL�LIMOUNTED.PROVIDE DIRECTIONAL ONALIMOUNTED AR OWS AS INO DICATEED ON LED- WER WIRING BETWEEN COMPONENTS I T I T TI I I I FLOOR PLANS. LED-DATA WIRING BETWEEN COMPONENTS I T ' T T I I Q 9/17/21 STAFF TC LIGHTING TIME CLOCK LED-MEDIA PLAYER T I T T f I I ( REVISED RESPONSIBILITIES TENANT TO PROVIDE LED-MEDIA PLAYER SHELF EC I EC EC I I LANDLORDS SCOPE OF WORK. t 7 DATA OUTLET:MOUNTED AT 18"AFF UNLESS OTHERWISE NOTED. LED-PROGRAMMING TIT T I I Y TELEPHONE FIRE RATED PLYWOOD BACKBOARD(TELE BCKBRD) EC (EC EC I f Q 9/20/21 STAFF GENERAL NOTES PROVIDE SINGLE GANG BOX WITH PLASTER RING AND 3/4"CONDUIT TO I { I ABOVE THE ACCESSIBLE CEILING."W" INDICATES WALL MOUNTED AT TELE BCKBRD-CONDUIT FROM LL ROOM TO TENANT SPACE EC EC EC I RESUBMIT REVISIONS FOR PERMIT 54"AFF,"C"INDICATES MOUNTED 8"ABOVE COUNTER.CLG INDICATES TELE BCKBRD-WIRING FROM LL ROOM TO TENANT SPACE EC I EC EC I A. IT SHALL BE THE E.C.'S RESPONSIBILITY TO UNLOAD INVENTORY AND STORE LIGHTING PACKAGE.THE E.C. CEILING MOUNTED. j TELE BCKBRD-PLYWOOD BACKBOARD EC EC EC SHALL ALSO SHIP ANY EXCESS MATERIALS BACK TO THE ELECTRICAL PACKAGE DISTRIBUTOR. I TELE BCKBRD-UNSWITCHED RECEPTACLES I EC EC I EC I I I 'C IP CAMERA LOCATION. I BACKWRAP-DUNK SWITCH (WHERE USED) I T T I T I I Engineer of Record B. EXIT LIGHTS AT THE STOREFRONT SHALL BE CEILING MOUNTED AND CENTERED OVER OPENINGS. EQUIPMENT SPECIFICATIONS EXIT/EMERGENCY LIGHTS AT DOOR TO NON-SALES AREAS SHALL BE CEILING MOUNTED AND CENTERED LENSCRAFTERS INLINE RACK KITS ABOVE DOOR. IF PLAN LOCATIONS ARE NOT ACCEPTABLE, IMMEDIATELY CONTACT NEXTORE PROJECT � �. SWITCHED WIRING RETAIL EQUIPMENT RACK KIT EC EC EC Order from Anixter.5-7 Day Lead Time. Reference Luxottica Part#LUX-OPTICAL-1V2. Includes Racks,Components,Termination • MANAGER FOR DIRECTION. BRANCH CIRCUIT WIRING Panels,Shelves,and Cable Management required for retail sales floor installations. =_ C. WHERE DRYWALL CEILINGS ARE USED IN THE SALES AREA, E.C. SHALL ARRANGE CIRCUITS TO AVOID THE �_�s' HOMERUNRETAIL FIELD DATA CABLING KIT EC EC EC Order from Anixter.5-7 Day Lead Time.Reference Luxottica Part#LUXFTR-CABLING-1. Includes Field cabling for low voltage Retail USE OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS.THE USE OF JUNCTION BOXES ABOVE DRYWALL data network,includes all cabling and termination jacks required for site. Thorson •Baker CEILINGS SHALL BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN AIR (� MOTOR DOCTOR/DDC EQUIPMENT RACK KIT EC EC EC Order from Anixter.5-7 Day Lead Time. Reference Luxottica Part#LUX-DDC-1. Includes Racks,Components,Termination Panels, GRILLES OR ACCESS PANELS AS LOCATED ON PLANS. IF PLAN LOCATION IS NOT ACCEPTABLE, Shelves,and Cable Management required for doctor lane installations. -i- Associates IMMEDIATELY CONTACT NEXTORE PROJECT MANAGER FOR DIRECTION. DOCTOR/DDC DATA CABLING KIT EC EC EC Order from Anixter.5-7 Day Lead Time. Reference Luxottica Part#LUX-DDCCAB-1. Includes Field cabling for low voltage Doctor C 0 N S U L T I N G FIRE ALARM DEVICES ARE ONLY SHOWN FOR PREFERENTIAL LOCATION. data network,includes all cabling and termination jacks required for site. E N G I N E E R S D. E.C.SHALL RELAMP ALL FIXTURES PRIOR TO STORE OPENING BUT NOT DURING HEAVY CONSTRUCTIONFINAL LOCATIONS AND QUANTITIES SHALL BE DETERMINED BY LL AND I 3030 West Streetsboro Road PERIOD. FIRE ALARM ENGINEER-VERIFY PRIOR TO ROUGH IN. SUNGLASS HUT INLINE AND OUTLET RACK KITS Richfield,Ohio 44286 I � (330)659-6688 Phone E. LIGHTING CIRCUITS UP TO 100'-0" IN LENGTH SHALL UTILIZE#12 CONDUCTORS MINIMUM.LIGHTINGRETAIL EQUIPMENT RACK KIT EC EC EC Order from Anixter.5-7 Day Lead Time. Reference Luxottica Part*LUX-SUNMODEL-1. Includes Racks,Components,Termination (330)659-6675 Fax CIRCUITS FROM 101'-0"TO 150'-0" IN LENGTH SHALL UTILIZE#10 CONDUCTORS MINIMUM. LIGHTING " ❑F FIRE ALARM MANUAL PULL STATION MOUNTED AT 48"AFF. Panels,Shelves,and Cable Management required for retail sales floor installations.CIRCUITS FROM 151'-0" TO 250'-0" IN LENGTH SHALL UTILIZE#8 CONDUCTORS MINIMUM. LIGHTING L'N FIRE ALARM AUDIO/VISUALOrder from Anixter.5-7 Day Lead Time.Reference Luxottica Part#LUXFTR-CABLING-1. Includes Field cabling for low voltage Retail ALARM SIGNAL CEILING MOUNTED. RETAIL FIELD DATA CABLING KIT EC EC EC CIRCUITS ABOVE 251'-0" IN LENGTH SHALL UTILIZE#6 CONDUCTORS MINIMUM. data network,includes all cabling and termination jacks required for site. Seal 0 FIRE ALARM VISUAL ONLY ALARM SIGNAL CEILING MOUNTED. I I F. E.C.'S BID SHALL INCLUDE THE INSTALLATION OF ALL LUMINAIRES AND ASSOCIATED LAMPS FURNISHED BY I OAKLEY,RAYBAN,OUVER PEOPLES RACK KITS ► D; NEXTORE. E.C. IS RESPONSIBLE TO ENSURE THE ADJUST ABILITY OF ALL DIRECTIONAL FIXTURES AFTER FIRE ALARM SMOKE DETECTOR RETAIL EQUIPMENT RACK KIT Order from Anixter.5-7 Day Lead Time. Reference Luxottica Part#LUX-SUNMODEL-1. Includes Racks,Components,Termination INSTALLATION AND SHALL AIM THE FIXTURES PER DIRECTION FROM G.C.LIGHT FIXTURE SPECIFICATIONS EC EC EC Panels,Shelves,and Cable Management required for retail sales floor installations. MAY VARY, IF THIS IS THE CASE, CONTRACTOR SHALL CALL THE LIGHTING DISTRIBUTOR FOR EXACT FIRE ALARM SMOKE DETECTOR-DUCT MOUNTED RETAIL FIELD DATA CABLING KIT EC EC EC Order from Anixter.5-7 Day Lead Time.Reference Luxottica Part#LUXFTR-CABLING-1. Includes Field cabling for low voltage Retail I f SPECIFICATION OF LIGHTING FIXTURES. IF THE CEILING SYSTEMS ARE FIRE RATED, E.C. SHALL CLOSELY data network,includes all cabling and termination jacks required for site. COORDINATE FIXTURE REQUIREMENTS WITH NEXTORE. I =0N I CAT6 PLENUM CABLE-1000 FT BOX EC EC EC Order from Anixter.Reference Manufacturer Part#CMP-00423GEN-6U-06 G. E.C. SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE ✓F '��!2U 1` ' � CAT6 TERMINATION JACK-WHITE EC EC EC Order from Anixter.Reference Manufacture Part#CJ688TGWH SYSTEM. I CAT6 TERMINATION JACK-BLUE EC EC EC Order from Anixter.Reference Manufacture Part#CJ688TGBU D. H. E.C. SHALL VERIFY THE VOLTAGE AND COMPATIBILITY OF ALL EQUIPMENT, FIXTURES AND MILLWORK I 4 PORT WHITE FACEPLATE-MINICOM EC EC EC Order from Anixter.Reference Manufacture Part#CFP4WH I �x�;i�S; 124;1117. PRIOR TO CONNECTION. I 2 PORT WHITE FACEPLATE-MINICOM EC EC EC Order from Anixter.Reference Manufacture Part#CFP2WH { 1. ALL MOUNTING HEIGHTS FROM THE CENTERLINE OF THE BOX TO THE FINISHED FLOOR ARE AS FOLLOWS, WIRING FROM LL TELEPHONE ROOM TO SPACE: 25 PAIR,CATEGORY EC EC EC Architect/Engineer Job No.: UNLESS NOTED OTHERWISE ON PLAN: SWITCHES-48", ELECTRICAL/TELEPHONE/DATA OUTLETS-18", TOP 5e,PLENUM GenSPEED� 5000 Category 5e 25-Pair Backbone Cable, - Grey 21-005 OF PANELBOARDS-6-6',TIMECLOCKSS'-0". FOR ALL LENS PROCESSING ROOM OUTLET MOUNTING Nextore Store Design Revision No.: HEIGHTS SEE EQUIPMENT WIRING SCHEDULE. I TESTING AND REPORTS EC EC EC I J. FLEXIBLE CONDUIT SHALL BE USED FOR ALL FINAL CONNECTIONS TO MILLWORK, INTERIOR LIGHTING Testing of ALL Data Cabling Terminations EC EC EC I Testing to ANSI/TIA-568-C.2 CAT 6 Field Test Specifications I FIXTURES,AND EQUIPMENT. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL BE 12'-01. PDF Report of Compilance with Testing EC EC EC I Provide reporting of each cable and termination compliance with ANSI/TIA-568-C.2 Testing I V / Horizontal Cable Labeling EC EC 'EC Label each horizontal cable according to ANSI/TIA-606-B Standards K. IF INSTALLATION VARIES FROM THE CONTRACT DRAWINGS,THE GENERAL CONTRACTOR WILL BE Panel Schedule Labelingand Identification IEC EC I EC Label each termination panel in accordance with provided schedule to correspond to field terminations RESPONSIBLE FOR OBTAINING"AS BUILT" DRAWINGS FROM THE SUBCONTRACTORS AND SUBMITTING Field Location Labeling and Identification EC EC EC I Label each Field Outlet in accordance with provided schedule to correspond to panel terminations Nextore project 82260 SAME TO NEXTORE PROJECT MANAGER. Field Location Cable Ma Number CODE NOTES i Mapping and Identification EC EC EC � Provide updated drawing indicating field locations of each horizontal cable I L. IT IS THE E.C.'S RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF { Brand Design Type: THE SYSTEM (WITH-IN 10%). TELEPHONE BACKBOARD DIGITAL EQUIPMENT XXXXXX SGH 4.5 G+ FOLLOW APPLICABLE CODES AS A MINIMUM OF WORK.WORK I MIRAKI ROUTER T T T { M. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES SHOWN ON THE DRAWINGS IS INTENTED TO MEET OR EXCEED I 66 BLOCK OR BISQUIT JACK U U U AND ORDINANCES. CODE AND SHALL NOT BE INTERPRETED OTHERWISE, M CONNECTION BETWEEN THE 66 BLOCK AND PATCH PANEL I T T I T I I ISSUED FOR: N. ALL OUTLETS IN THE LENS PROCESSING ROOM ARE TO BE LABELED WITH PANEL AND CIRCUIT NUMBER. ROUTERS OR SWTCHES,UNLESS NOTED SPECIFICALLY OTHERWISE T T T { I ®Construction MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS ( PATCH CABLES BETWEEN PATCH PANELS AND ELECTRONICS I T T T I I 0. THE E.C. SHALL VERIFY THE VOLTAGE AND COMPATIBILITY OF ALL EQUIPMENT, FIXTURES AND MILLWORK THAN 1 FC AT THE WALKING SURFACE AND SHALL BE EQUIPPED WITH THE CODE MINIMUM BATTERY BACK UP I ANY PATCH CABLES I T TIT � I PRIOR TO CONNECTION. WHERE REQUIRED. MINIMUM SHALL BE 90 MINUTES WHERE I VENDOR CONTACTS: I I I P. SEE DATA RISER ON THIS SHEET FOR ADDITIONAL INFORMATION- THE APPLICABLE CODES REQUIRE LESS THAN 90 MINUTES OF Karen Reeves + I I Title BACK UP. Inside Sales Representative ( { I Q. PROVIDE POWER,TELEPHONE AND DATA CONDUIT WITHIN FLOOR, BETWEEN FIXTURE AND NEAREST Anixter Inc. EXIT SIGNS SHALL BE ILLUMINATE AT ALL TIMES AND Tel:3172806130 I I ► ELECTRICAL WALL AS INDICATED ON PLANS. METHOD OF CORE DRILLING SHALL BE PER BUILDING REQUIREMENTS.ALL EQUIPPED WITH THE CODE MINIMUM BATTERY BACKUP Mob:17280 130 CORE DRILL REQUIREMENTS SHALL BE VERIFIED WITH LANDLORD.CONTRACTOR SHALL SIZE CONDUIT PER WHERE REQUIRED. MINIMUM SHALL BE 90 MINUTES WHERE Mob: 17-50 -anixter.com II I DETAILS NEC. PROVIDE FOR X-RAY OF FLOOR WHERE REQUIRED BY THE LANDLORD. THE APPLICABLE CODES REQUIRE LESS THAN 90 MINUTES OF I BACK UP. MEP RESP SCHEDULE-REV00 Date Sheet 1/29/21 Drawn By TBA E-001 Checked By TBA DESIGN & CONSTRUCTION MANAGEMENT: t\B<MRE - 9 woo LLmmca mace,imaso",ori asoac 0 n i6131 765-fia90 �6 Creamery Brock,Ean Granby,CT 0602b 0H(660)413-9700 STORE 43757 FIELD VERIFY ALL CONDITIONS gWashington ashi8 SW gWashington Square DESIGN DRAWINGS ARE SCHEMATIC.THE GENERAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO Q BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS.THIS CONTRACT SHALL Tigard, OR 97223 CONDITIONS.ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING Space: W14A THE GENERAL CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING Construction for: FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT.CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT GENERAL CONTRACTORS COST. BIDDING GENERAL CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES,THE PLANS AND SPECIFICATIONS NOT WITHSTANDING.THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES Panel Name: A BETWEEN GOVERNING CODES AND DESIGN INTENT. Voltage: 120/208 Panel Type: PANELBOARD MIC O 4 AIC Rating: 30K =1 MCB: 100 Main Circuit breakeramps O` '. lJJ 00 { WAl-ISPER PHASE WATTS PER PHASE UTILITY ACCOUNT TRANSFER/SETUP Cn � o A I B C DESCRIPTION OF LOAD OCPD CKT# CKT# OCPD DESCRIPTION OF LOAD A I B I C c 123 LTG-STOREFRONT TRACK 20/1 1 2 2773 ` v D 960 LTG-SALES TRACK 20/1 3 4 125/3 AHU-1 2773 General Contractor's superintendent shall contact the LUXOTTICA RETAIL STORE MAINTENANCE 595 LTG-SALES AREA 20/1 s 6 2773 HOTLINE(513)765-3500 upon arrival at thejob site to schedule the transferal of temporary Y 224 LTG-SALE EMERGENCY 20/1 7 8 20/1 REC-ROOFTOP 180 U 72 LTG-BOH 20/1 9 10 20/1 REC-RESTROOM,BOH CONV. 360 utilities to the owner. Please provide the following information when calling: O d 12001 LTG-STOREFRONTSIGN 20/1 11 12 20/1 REC-SHOW WINDOW(SWITCHED) 3 1. Store Address and Space# 500 STOREFRONT STRIP LIGHTS 20/1 13 14 20111 REC-CASHWRAP 360 2. Temporary utility company(s) name and phone#(i.e., gas,electric,water, and r6 SPARE 20/1 15 16 20/11 REC-CASHWRAP 360 SPARE 20/1 17 18 20/1 1REFRIGERATOR possibly sewer) o SPARE 20/1 19 20 20/1 1MIGRDWAVE 360 3. Meter or Socket#(if used), � _I SPARE 20/1 21 22 120/11REC-TECH RACK 360 4. Expected Punch Date. 177 o 5401 DIGITAL DISPLAYS(UNSWITCHED) 20/1 23 24 120/11REC-TECH RACK 3 Q 1260 REC-SALES PERIMETER(SWITCHED) 20111 25 26 1 20/1 1REC-TECH RACK 180 Timing for new meter installations or utility account transfers will be executed on or before the 1260 REC-SALES PERIMETER(SWITCHED) 20/11 27 28 1 20/1 1 REC-CASH BACKWRAP 360 Punch Date. 1080 REC-SALES PERIMETER(SWITCHED) 20/11 29 30 1 20/1 ISPARE 720 REC-SALES PERIMETER(SWITCHED) 1 20/11 31 32 1 20/1 ISPARE I 820 REC-SALES PERIMETER(SWITCHED) 1 20/11 33 34 1 20/1 ISPARE 720 REC-SALES PERI METER(SWITCHED) 1 20/11 35 36 1 20/1 ISPARE 1200 SALES FLOOR-LED WALL 1 20/11 37 38 120/1 IWATER HEATER 1800 1200 SALES FLOOR-LED WALL 120/11 39 140 120/1 ITIMECLOCK/CONTACTORS 100 SPARE 1 20/11 41 1 42 1 20/1 IFIRE ALARM 100 402 4312 41351Totals Totals 5653 4313 3773 Load Characteristics: ELECTRICAL LOAD SUMMARY Total Load,Phase A: 9680 Amps per Phase A: 81 Revisions: Total Load,Phase 8: 8625 Amps per Phase B: 72 Mark Date By Total Load,Phase C: 7908 Amps per Phase C: 66 I CONNECTED LOAD DEMAND DEMAND LOAD Total Panel Load: 26213 Total Amps(assumes balanced): 73 LOAD DESCRIPTION 10%D STAFF (KW) FACTOR (KW) Q 9096 DESIGN REVIEW SET LIGHTING 2.5 1.25 3.1 SHOW WINDOW RECEPTACLE 0.4 1.0 0.4 Q 2/12/21 STAFF SIGN 1.2 1.25 1.5 100%BID/L.L.REVIEW SET RECEPTACLES 2.9 100%10K 2 9 Sl Q 2/18/21 STAFF MISCELLANEOUS 9.0 1.0 9.0 PERMIT WATER HEATER 1.8 1.25 2.3 `I 1.25 OF LARGEST 0 9m21 STAFF I HVAC 8.3 MOTOR 10.5 REVISED RESPONSIBILITIES TENANT TO PROVIDE TOTAL (KW) 26.1 297 LANDLORDS SCOPE OF WORK. TOTAL (AMPS) l 31.4 @ 277/480V,3PH 35.8 Qs 9/20/21 STAFF -------v RESUBMIT REVISIONS FOR PERMIT 4 Engineer of Record ELECTRIC ONE LINE DIAGRAM 1*3� _ LANDLORD TENANT Thorson Baker PARKING SPACE I Associates STRUCTURE I I C O N S U L T I N G I E N G I N E E R S 3030 West Streetsboro Road NEW SUSPENED Richfield,Ohio 44286 NEW(4)#3,(1)#6 GND, IN I TRANSFORMER (330)650,6688 Phone EXISTING 2"C. APPROXIMATELY 30KVA (330)659-6675 Fax 600'FROM SERVICE EQUIPMENT. 260�3P I 48OP-2085 (3)50A.F. I Seal I I , O E.C.TO COORDINATE NEW METERING IF REQUIRED FOR (3)#8, (1)#10 TENANT SERVICE. VERIFY EXACT GND IN 1"C. (4)#3,(1)#6 ' REQUIREMENTS PRIOR TO BID. GND IN 1-1/2"C. 1 PROVIDE NEW SOA-3P INGM DISCONNECT WITCH — ABCEILING,NG,WITHIN 10' IN LANDLORD OO E ✓F�FF Y D. SERVICE EQUIPMENT. OF TRANSFORMER. E%erea: 1�;I�ta Architect/Engineer Job No.: 21-005 NEW PANEL 'A' Nextore Store Design Revision No.: 120/208V, 30,4W 7 0 / Nextore project 100A M.C.B. Number 82260 Brand Design Type: SGH 4.5 G+ GRADE LINE ISSUED FOR: ®Construction Title ELECTRICAL DETAILS Date Sheet 129/21 Drawn y TBA E-002 Checked By TBA DESIGN & CONSTRUCTION MANAGEMENT: I [\E)JORE •=J•%%Wrolca Pace,Mas OM1 4504 ••1'i 1,165 6I GENERAL DEMOLITION NOTES .6C--,t, 6 •'t(80)4139I= STORE *3757 1. IN EVERY INSTANCE OF DEMOLITION AND/OR REMODELING,THE E.C. SHALL FIGURE A COMPLETE JOB Washington Square AS NONE OTHER SHALL BE ACCEPTED. 9348 SW Washington Square Road 2. THE DRAWINGS ARE TO BE USED ONLY AS A GUIDELINE FOR DEMOLITION.THE E.C. MUST VISIT THE Tigard, OR 97223 SITE PRIOR TO BIDDING TO VERIFY ALL WORK REQUIRED FOR A COMPLETE JOB &INCLUDE THE COST Space: W14A OF SUCH WORK IN HIS BID. i 3. THE E.C. SHALL MAINTAIN EXISTING SERVICES TO&IN THE EXISTING AREA AS REQUIRED. Construction for. 4. IF NECESSARY,THE E.C.SHALL PROVIDE TEMPORARY SERVICES IN THE EXISTING AREAS. 5. THE E.C. SHALL DISCONNECT& REMOVE ELECTRIC SERVICE TO ALL MECHANICAL EQUIPMENT BEING REMOVED AS A RESULT OF THE REMODELING. .`� 6. ELECTRICAL EQUIPMENT&DEVICES SHALL BE REMOVED COMPLETE INCLUDING CONDUIT&WIRE. 7. FLUSH MOUNTED WALL OUTLETS SHALL BE REMOVED AND THE WALL PATCHED AND FINISHED TO I � o I I I I 1 ? MATCH THE ADJACENT WALL FINISHES. fl o ou^ S. ANY EXISTING CONDUIT,WIRING AND/OR ELECTRICAL&MECHANICAL DEVICES BEING DISTURBED BY 00 + THE WORK SHALL BE REWORKED BY THIS CONTRACTOR AS REQUIRED TO RETURN TO ITS FORMER t EXISTING OPERATING CONDITION. 0 iiii ----, ■ o 1 1 1 I 1 1 -------------� 9. ANY CIRCUITS FEEDING THROUGH DEVICES OR EQUIPMENT BEING RELOCATED, REWORKED, OR J I I 1 1 1 > 4-----------T-TT' ABANDONED&SERVING OTHER ELECTRICAL DEVICES,AND/OR EQUIPMENT SHALL BE MAINTAINED BY PROVIDING J-BOXES OR OTHER ACCEPTABLE METHOD AS REQUIRED. 1 1 1 1 I I 11 _v • a.� U 1 2 3 4 5 1 1 / O1 22 3 3 4 5 1 1 1 2 3 4 5 1 1 1 1 10. ALL WALLS, CEILINGS, FLOORS, ETC., BEING DISTURBED BY THE WORK SHALL BE RETURNED TO p (TYP.) 1 / (TYP.) 1 1 (TYP.) 1 1 1 I FINISHED CONDITIONS TO MATCH EXISTING BY THE E.C. &HE SHALL DO HIS OWN CUTTING & PATCHING AS NECESSARY UNDER HIS CONTRACT. ro - t I I I I I I 11 =p o 11. EXISTING MATERIALS SHALL BE TURNED OVER TO THE OWNER. IF NOT REQUIRED BY OWNER,THE E.C. -0 0 SHALL REMOVE THESE MATERIALS FROM THE PREMISES. 1n Jo I I 77 p p i i i i i i i i 12. NO CONDUIT, BOXES,WIRING,OR CABLES SHALL BE INSTALLED WITHIN 1 1/2" OF THE LOWEST POINT Q 1 1 OF THE UNDERSIDE OF THE ROOF DECKING, NOR SHALL THEY BE INSTALLED CONCEALED WITHIN - __________IIl L_________________________________J L________________—__--__--__________________� 1 111 -- 1 1 ------------- 1 1 1 1 METAL-CORRUGATED ROOF DECKING. THE E.C. SHALL BE RESPONSIBLE TO REPLACE AND/OR REWORK 5 -------------� r---------v----------v-------------------------------, r-------------------r--1 r- ---Y' l 1 1 ? F 1 _yTyT, 1 I 1 j 1 EXISTING CONDUIT, BOXES,WIRING,AND CABLING THAT IS NOT IN COMPLIANCE WITH THIS REQUIREMENT. I I 2 3 1 3 i i ��O i i i \�� 1 1 1 j 1 13. ALL CONDUIT AND CABLING SHALL BE PROPERLY SUPPORTED AS REQUIRED BY THE NATIONAL G II I 11 O I I I ELECTRICAL CODE. THE E.C. SHALL BE RESPONSIBLE TO REPLACE AND/OR REWORK EXISTING CONDUIT AND/OR CABLING THAT IS NOT IN COMPLIANCE WITH THIS REQUIREMENT. I I -J I I 1 L_ _--_---R---- ------- ----�--_-___/L__--11_______P__J 1 1 1 1 i i i i i 14. E.C. SHALL FIELD VERIFY SLAB ON GRADE FLOOR CONSTRUCTION TYPE PRIOR TO CUTTING. UNDER r--�-�-----i^-� rte.------�-� rte.------}r-� rte.------Ir-� I i 1 1 1 3 1 l 1 11 1 1 `�� 1 1 1 �. 1 I �• / 1 1 �. / 1 1 - - I 1 1 I 1 1 I I I NO CIRCUMSTANCES SHALL THE CONTRACTOR CUT A STRUCTURAL FLOOR SLAB THICKER THAN FOUR Ilk3 I ``. ✓' l 1 `�� I ` / I I ``� / I 1 1 3 1 1 I 1 l 1 1 I (4") INCHES WITHOUT PRIOR WRITTEN APPROVAL FROM ENGINEER OF RECORD. NOTIFY ENGINEER OF Revisions: / 1 1 I I I 11 RECORD OF ANY SLAB THICKNESS GREATER THAN FOUR(4") INCHES PRIOR TO PROCEEDING WITH Mark Date By II O II y II y 11 y 11 I 11 II 111 I I I I I I I I I I I I I I 1 1 1 ANY SAW CUTTING. Qi 12921 STAFF 11 II II II II I 11 11 1 11 I I 1 3 1 1 1 3 I I 1 3 I I 1 3 1 1 I 1 1 I L__________J__LJ 90%DESIGN REVIEW SET ' II II II 11 11 I 11 I #; II 11 II II II 1 11 I I 11 II II II II 1 11 1 J I I I I I I I I 1 •• ••--- •- • - I I I I Jr- 2 100%21 STAFF 100%BID/LL REVIEW SET © KEY NOTES - ELECTRICAL DEMOLITION Q2/1827 STAFF 1. DISCONNECT AND REMOVE EXISTING LIGHT FIXTURES. PERMIT 2. DISCONNECT AND REMOVE ALL EXISTING SPEAKERS. 3. DISCONNECT AND REMOVE ALL ELECTRICAL DEVICES,SWITCHES ETC AS REQUIRED TO PROVIDE THE Q 9/17/21 STAFF ELEELECTRICAL - DEMOLITION DISCONNECT TANDAS REMOVE ELSEWHERE ON TING SECURITY C LANDLOREVISED RDSFSCOPEu Es rRNANT TO FRovIDE 1 4. DISCONNECT AND REMOVE ALL EXISTING SECURITY CAMERAS. uNDLoaos SCOPE a woRlc SCALE: 1/4•=r-0• 5. DISCONNECT AND REMOVE EXISTING FLOOR BOXES AND PATCH FLOOR AS REQUIRED. Q5 9/2021 STAFF RESUBMIT REVISIONS FOR PERMIT Engineer of Record Thorson •Baker INFORMATION IS BASED ON SURVEY + Associates PICTURES. VERIFY ALL WORK IN FIELD. C O N S U L T I N G i ENGINEER S 30ADVISE NEXTORE PROJECT MANAGER OF 30 West Streelsboro Road Richfield,Ohio 44286 ANY DISCREPANCIES. c(330) 33330)0)659-6688 Phone ( 659-6675 Fax Seal D, 1 t HGaa ✓FFFFR D. V o EXP.rel! 1101122 Architect/Engineer Job No.: 21-005 Nextore Store Design Revision No.: 1 0 / Nextore Project Number 82260 Brand Desiqn Type: SIGH 4.5 G+ ISSUED FOR: ®Construction Title ELECTRICAL DEMOLITION PLAN Date Sheet 1(29/21 Drawn y TBA E-100 Checked By TBA DESIGN & CONSTRUCTION MANAGEMENT: XX KEY NOTES - POWER PLAN NE<MRE 00 SPECIAL POWER CONNECTIONS SCHEDULE L 40W LmoKKa PSI Mame OH 45G0 .-,(513)]6 POWER POWER MAX 1. ROUTE CIRCUIT THROUGH EXISTING CONTROUSWITCH BANK. •�C,.zm,6r.d Ez8� •-1(9W14137M TAG DESCRIPTION HP WATTS FUSE MCA FLA VOLT/PH DISC. CIRCUIT I FEEDER NOTES 2. PROVIDE TRENCHING TO CASHWRAP. CONDUITS TO BE ONE 1" FOR POWER AND TWO 1-1/4' FOR AHU-1 AIR HANDLING UNIT 1 - 25 23.1 - 208/3 FSSW A-2,4,6 (010,(1)#11G COMMUNICATIONS. PROVIDE NEW CAT6 CABLING AND ROUTE TO NEW TECH RACK LOCATION. STORE 43757 EF-1 CEILING - 27W 20 - - 121/1 NFSSW - (2)#12,(1)#12G 1 3. INSTALL NEC REQUIRED SHOW WINDOW RECEPTACLE IN CEILING. SELECT DEVICE FINISH TO MATCH ADJACENT FINISH, OR PAINT IN FIELD. RECEPTACLES ARE TO USE THE LEVITON RENU SYSTEM. CONNECT Washington Square IWH-1 INSTANTANEOUS WATER HEATER - 1810W zo 15 - 121/1 NFssw A-38 (2)#12,(1)#12G TO TIMECLOCK CONTROL AND SWITCH BANK. NOTES: 9348 SW Washington Square Road 1. EXHAUSTFAN CIRCUITED THROUGH LOCAL LIGHTING CIRCUIT. 4. NOT USED. 5. INSTALL OWNER FURNISHED AUDIO SYSTEM INCLUDING CABLE, BACK BOXES, SPEAKERS AND VOLUME Tigard, OR 97223 CONTROL. PROVIDE 3/4" CONDUITS FOR ALL WIRING IF REQUIRED FOR ACCESSIBILITY, LOCAL CODE OR Space: W14A LANDLORD REQUIREMENTS. INCLUDE ALL WORK REQUIRED FOR A COMPLETE SYSTEM IN BID. WHERE A FIRE ALARM SYSTEM IS PRESENT, PROVIDE RELAY TO DISCONNECT POWER TO MUSIC SYSTEM WHEN FIRE Construction for: ALARM SYSTEM IS IN ALARM. SPEAKERS,WIRING AND ACCESSORIES ARE SUPPLIED AND INSTALLED BY THE SOUND SYSTEM VENDOR. COORDINATE WORK WITH THE VENDOR PRIOR TO CEILING INSTALLATION. SEE DETAIL E007. 6. PROVIDE UN-SWITCHED, DEDICATED 120V, 20A CIRCUIT FROM EXISTING PANEL TO SERVE NEW DIGITAL SIGNAGE AT BACKWRAP. ROUTE CAT6 CABLE FROM OUTLET TO TECH RACK,AND LABEL/TERMINATE BOTH ENDS. SEE ARCHITECTURAL SHEETS FOR DIMENSIONS AND DETAIL ON SHEET E300 FOR ELECTRICAL INFORMATION. 7. INSTALL CLOCK STYLE RECEPTACLES AND DATA OUTLETS TO SERVE THE LED WALL. SEE SHEET E301 FOR LED WALL REQUIREMENTS. SEE ALSO ARCHITECTURAL ELEVATION SHEETS AND BRING ANY DISCREPANCIES TO THE GENERAL CONTRACTOR'S ATTENTION. o 1 8. ROUTE CAT6 BACK TO TECH RACK. SEE DETAIL E068. 0 9. INSTALL CATEGORY 6 CABLING FOR OWNER FURNISHED/INSTALLED SURVEILLANCE SYSTEM. LOCATIONS /�� O � SHOWN ARE APPROXIMATE - OBTAIN EXACT LOCATIONS FROM THE NEXTORE PROJECT MANAGER PRIOR V I 00 7 TO ROUGH IN. WHERE THE SPACE HAS A GYP CEILING, OR IS EXPOSED TO STRUCTURE, THE ELECTRICAL w^ M O 44"/GFT \J ILi A_t0 I CONTRACTOR PROVIDES A RACEWAY SYSTEM AS WELL. ELECTRICAL CONTRACTOR PROVIDES BACK 1 A-2 2 U °'°°° U _�'a U ° 50W U LJ _ UI BOXES, CONDUITS AND UN-TERMINATED CATEGORY 6 CABLING. WHERE SPACE IS EXPOSED TO O c IWH-1 �H-prwnim coma-oz m Doom-02 a E(n6d-6Z oenzaaz e maz<-oz I A- � X O 72 ,7 J 9 STRUCTURE, INSTALL THE CONDUIT CLOSE TO DECK. WHERE THERE ARE SOLID BEAMS TO PASS, DO SO A-38 WITH LB FITTINGS AND FOLLOW THE STRUCTURE, KEEPING CONDUIT CLOSE. PROVIDE 3/4'CONDUITS. J ro 1 A-25 t o-27 1 A-29 t EF-1 O O O 4$fir 10. PROVIDE TECH RACKS AND SUPPORTING EQUIPMENT. SEE DETAIL E068. 11. PROVIDE CONDUIT FROM TECH RACK TO 24 INCHES ABOVE CEILING FOR TERMINATION AT WIRELESS v POWER INJECTOR BRICK/WIRELESS ACCESS POINT. PROVIDE CATE6 CABLE WITH MINIMUM 6 FT LABELED o a O(O O� Op AND COILED AT BOTH ENDS. 12. NEW INSTANTANEOUS WATER HEATER BELOW LAVATORY. CONFIRM LOCATION AND PROPER a r _______ IFI A-14 OPERATION OF LOCAL DISCONNECT SWITCH WHERE REQUIRED BY CODE,AND PROVIDE NEW IF NOT n o QQ EXISTING.CIRCUIT AS INDICATED ON PLAN. .0 � A_10 E010 i� 8 28 4 wn (1)CAT6 s 13. INSTALL JUNCTION BOX AND SINGLE POLE LIGHT SWITCH ABOVE CEILING FOR RAYBAN SIGN. LOCATE /��1 0(1)CAT6 / -0 NEAR ACCESS PANEL OR HVAC DIFFUSER. / ! Q o 3 2' 6 � ) 11 9 14. INSTALL JUNCTION BOX FOR STOREFRONT LED STRIP LIGHTING. SEE ARCHITECTURAL ELEVATION FORA-23 P 1 5 -R F O 5 T/c = EXTENT OF LIGHTING. ELECTRICAL CONTRACTOR TO PROVIDE POWER TO DRIVER, DRIVER IS SUPPLIED BY OC - KLG) OTHERES. A-23 �1" A-,315. INSTALL JUNCTION BOX FOR STOREFRONT SIGN IN A LOCATION ACCESSIBLE TO THE SIGN VENDOR - A-281Q }� COORDINATE WITH VENDOR AND NEXTORE PROJECT MANAGER. INCLUDE 25 FEET OF WIRING FROM �� 2 A_16 s g s `. TJ JUNCTION BOX TO THE SIGN IN YOUR SCOPE OF WORK. FINAL CONNECTIONS AT THE SIGN ARE BY THE 4 SIGN VENDOR. CIRCUIT FOR SIGN IS TO RUN THROUGH TIMECLOCK CONTROL AND SWITCH BANK. NEW FIRE / 4 s JOA 33 oad J J LOCATE NEAR ACCESS PANEL OR HVAC DIFFUSER. SEE SHEET A102 AND COORDINATE LOCATION OF BOX ALARM PANEL NF �� O9 O9 5 WITH THE GENERAL CONTRACTOR. ^� OO► b °ti° CL 16. STUB UP CONDUITS BELOW CASH DESK, EXTEND WIRING, AND PROVIDE DEVICES AS INDICATED IN PLAN A-4 NEW SUSPENDED 30KVA 4 13 J AND DETAIL. ''r I TIMECLOCK(ABOVE) /� TRANSFORMER AND PRIMARY 1 3 17. EXHAUST FAN TO BE POWERED AND CONTROLLED THROUGH LOCAL LIGHTING CIRCUIT. A-40 DISCONNECT ABOVE CEILING. O A-11 18. PROVIDE RECEPTACLE AT AIR HANDLING UNIT/CONDENSING UNIT FOR MAINTENANCE AND Revisions: o O1 A-31 Eo-oouE0 Le-00PEO QA 3 o apbso 1000F0 OA 3 o-oobEo o- Eo jj CONDENSATE PUMP WHEN APPLICABLE, Mark Date By NEW PANEL A (�J A-39 11 00 — —_--^ . Qi 129/21 STAFF 90%DESIGN RENEW SET J13HS ddld \\ }— Q� 2/W1 STAFF STAFF` 100%BID/L L.REVIEW SET A 26 A-24 A-22 4^ 3 2/1821 STAFF 3 3 BOX CALL OUT ON PLANS PERMIT RECESSED RECESSED FURNITURE FLOOR POKE THRU POKE THRU ELECTRICAL - POWER/SYSTEMS 4 0 a 9/17/21 STAFF SCALE: 1/4'=1'-0' O BOX FITTING FITTING LANDLORDSPSSCOPELOFEWORK. 1 EVISED ANT TO PROVIDE 2 S SYSTEMONE FLOOR FURNISH INSTALLED BOX HUBBELL T T Q 9/2021 STAFF CFBSIR4PFB W/CUP WIREMOLD TAG EQUIPMENT BY: BY: 51PTFIT POKE RESUBMIT REVISIONS FOR PERMIT t I 1- WALL SHELF VENDOR VENDOR EVOLUTION 6AT THRU r AMPLIFIER VENDOR VENDOR SERIES POKE THRU 3 SPEAKER WIRE VENDOR VENDOR SUB SUB SPEAKER VENDOR VENDOR °0° PLATES •■�° PLATES O FLOOR Engineer of Record 5 SPEAKER BAFFLE VENDOR VENDOR BOX CONTACTOR TO BE SQUARE D OR EQUAL,20A CONTACTS, SYSTEMONE TWO DUPLEX SYSTEMONE ELECTRICALLY HELD NEMA1 ENCLOSURE. INSTALL ABOVE SUB-PLATE RECEPTACLES AND ONE FLOOR BOX 40 CEILING (WHEN A CEILING IS PRESENT)WHERE PERMITTED BY E007 I SOUND SYSTEM RISER S1R45P2X2DUPLEX DATA OUTLET HUBBELL S1PF8 CODE. TIMECLOCK SIGN POWERCIRGL"T; INTERMATIC8215C,2CHANNEL SUB Thorson- Baker LABEL TO BE PRINTED(WITH A LABEL MAKER),BLACK INK ON CLEAR SEE PANEL SCHEDULE ASTRONOMIC ■m PLATES BACKGROUND. TEXT OF LABEL TO MATCH TEXT OF DESCRIPTION SHOWN DIGITAL TIMER SWITCH FOR COIL COVER/ O COVER/ + Associates IN COIL PORTION OF DETAIL. BYPASS. SET TIMER TO 2 HOURS. (CHANNEL 1 I CHANNEL 2 I FLANGE ® FLANGE SYSTEMONE C O N S U L T I N G SWITCH ALLOWS STORE I NOTE CFBSIR4CVRALU 6CTC2AL(CARPET)/ SUB-PLATE HUBBELL E N G I N E E R S OCCUPANTS TO BYPASS THE (CARPET) 6CT2AL(TILE) SISPFFAL 3030 West Streetsboro Road TIMED SCHEDULE FOR A SET TIME PROVIDE FIRE STOPPING FOR ALL PENETRATIONS OF FIRE WALLS. Richfield,Ohio 44286 PERIOD. P PROVIDE THROUGH WALL FIRE STOPPING FOR ALL LOCATIONS (330)659-6688 Phone WHERE JUNCTION BOXES ARE LOCATED IN A DEMISING WALL, OR (330)659-6675 Fax 720V COIL OTHER FIRE WALL. E008 I FLOOR BOX SCHEDULE 1.411 LABEL LABEL LABEL LABEL [LABEL MLABEL Iv SedlSW1 SW2 SW3 SW4 LOAD DESCRIPTION SWITCH# I CIRCUIT �r STOREFRONT TRACK IIS COORDINATION NOTES —A-, I ROUTETHROUGH STOREFRONT RECEPTACLES 2 2 III-- A-12 SWITCHING FOR !I NOTE: ROUTE ALL CAT6 WIRING TO TECH RACK II 1 3 I INDEPENDENT, UNLESS NOTED OTHERWISE. C01. DO NOT ROUGH IN ANY RECEPTACLES OR DATA OUTLETS ON THE SALES FLOOR WITHOUT FIRST CONFIRMING EXACT SALES FIXTURES III-- A-40 LOCATION WITH NEXTORE PROJECT MANAGER. AEGON I SECONDARY CONTROL. SALES LIGHTING 4 II� q-q0 SEE MASTER SWITCHING CO2. DO NOT PURCHASE FLOOR BOXES WITHOUT FIRST VERIFYING FINISH(FROM MANUFACTURER'S STANDARD)FOR A "F,r �gN.2.0,1 L`>;� S I DETAIL. PARTICULAR BOX IN A PARTICULAR LOCATION. FERj'D. SALES EMERGENCY III--A-7 CIRCUITS WERE TAKEN FROM PICTURES OF THE ELECTRICAL PANEL DIRECTORY CARDS. ELECTRICAL CONTRACTOR COIL COIL IIS— FUTURE SHALL REVISE CIRCUITS SHOWN ON THESE PLANS TO WORK WITH EXISTING CIRCUITS THAT MAY EXIST IN THE AREA Exp�rs: 12131122 EQUIPMENT CONTROLLED CIRCUIT EQUIPMENT CONTROLLED CIRCUIT I AS WELL AS CIRCUITS THAT ARE TO REMAIN POWERING EXISTING EQUIPMENT. IIS— FUTURE Architect/Engineer lob No.: SALES FLOOR CABINET LIGHTING 1 A-25 SALES FLOOR TRACK LIGHTING A-3 III — CIRCUITS FUTURE NOTE 21-005 I SALES FLOOR CABINET LIGHTING 1 A-27 SALES FLOOR LIGHTING 7 A-5 ITS WERE TAKEN FROM PICTURES OF THE ELECTRICAL PANEL DIRECTORY CARDS. ELECTRICAL CONTRACTOR SHALL REVISE SALES FLOOR CABINET LIGHTING 1 A-29 FUTURE 1; SPARE 8-POLE SQUARE- LIGHTING Nextore Store Design Revision No.: CONTACTOR ELECTRICALLY CIRCUITS SHOWN ON THESE PLANS TO WORK WITH EXISTING CIRCUITS THAT MAY EXIST IN THE AREA AS WELL AS CIRCUITS SALES FLOOR CABINET LIGHTING 1 A-33 FUTURE I; SPARE HELD CONTACTOR'A' THAT ARE TO REMAIN POWERING EXISTING EQUIPMENT. 0 SALES FLOOR CABINET LIGHTING I A-35 DO NOT INSTALL JUNCTION BOXES(WITH OR WITHOUT COVERS)VISIBLE TO THE PUBLIC IN THE SALES AND PUBLIC BACK OF FUTURE 1. SPARE 4-POLE SQUARE-D LIGHTING HOUSE AREAS. IF THIS IS DONE,THE GC IS REQUIRED TO REMOVE THE JUNCTION BOX AT HIS/HER EXPENSE. STORE EXTERIOR SIGN FUTURE SPARE CONTACTOR ELECTRICALLY INFORMATION IS BASED ON SURVEY PICTURES. VERIFY ALL WORK IN FIELD. ADVISE NEXTORE PROJECT MANAGER OF ANY Nextore project FUTURE SPARE HELD CONTACTOR'C' DISCREPANCIES. Number $2260 ALL OUTLETS ON THE SALES FLOOR TO BE BENCH PAINTED TO MATCH ADJACENT FINISH Brand Desiqn Type: SQUARE-D LIGHTING COLOR. DO NOT PAINT CURRENT CARRYING PORTION OF THE OUTLETS. ADDITIONALLY SGH 4.5 G+ CONTACTOR ELECTRICALLY CONT HELDCONTACTOR'B' SWITCHED OUTLETS TO BE LABELED WITH CLEAR LABELS,4" HIGH BLACK LETTERS WITH ISSUED FOR: THE WORD "SWITCHED". ®Construction FIRE ALARM DEFERRED SUBMITTAL REQUIREMENTS Title The fire alarm plans provided in this set of drawings is for design intent. ELECTRICAL The General Contractor shall engage the fire alarm contractor (when SWITCH BANK AND ASSOCIATED CONTACTORS, PHOTOSWITCH E033POWER/SYSTEMS E033 WHEN EXTERIOR CONTROL IS REQUIRED required, the Landlord required contractor shall be used) to complete the PLAN installation that is compliant with applicable codes. Include submittals to the jurisdiction as required to secure permit and Date 1C29/21 Sheet certificate of occupancy. Include all design and jurisdictional fees as Drawn By required for this work. CheckedB A E-200 TBA DESIGN &CONSTRUCTION MANAGEMENT: GENERAL NOTES [\D�_ ORE A. EMERGENCY(EM) LUMINAIRES THAT ARE NOT WIRED TO A CENTRAL INVERTER SYSTEM NOR 4000 Lcottica Place,M—,OH 450Q 0+1(513)765-6W0 SHOWN WITH "NL"SHALL BE CIRCUITED WITH AN "UNSWITCHED HOT"TO PROVIDE 6Creamery Brook,East Granby,CT 06026 *+1(850)413-9700 CONTINUOUS POWER TO BATTERY PACK EVEN WHEN LUMINAIRE IS OFF. STORE 03757 B. ALL NIGHT(NL) LUMINAIRES SHALL BE CIRCUITED AHEAD OF ANY SWITCHING Washington Square C. IT SHALL BE THE E.C.'S RESPONSIBILITY TO UNLOAD INVENTORY AND STORE LIGHTING X34$ SIN Washington Square Road PACKAGE, THE E.C.SHALL ALSO SHIP ANY EXCESS MATERIALS BACK TO THE ELECTRICAL PACKAGE DISTRIBUTOR. Tigard, OR 97223 D. EXIT LIGHTS AT THE STOREFRONT SHALL BE CEILING MOUNTED AND CENTERED OVER Space: W14A OPENINGS. EXIT/EMERGENCY LIGHTS AT DOOR TO NON-SALES AREAS SHALL BE CEILING MOUNTED AND CENTERED ABOVE DOOR. IF PLAN LOCATIONS ARE NOT ACCEPTABLE, Construction for: IMMEDIATELY CONTACT NEXTORE PROJECT MANAGER FOR DIRECTION. E. WHERE DRYWALL CEILINGS ARE USED IN THE SALES AREA, E.C.SHALL ARRANGE CIRCUITS TO AVOID THE USE OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILINGS SHALL BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN AIR GRILLES OR ACCESS PANELS AS LOCATED ON PLANS. IF €1 PLAN LOCATION IS NOT ACCEPTABLE, IMMEDIATELY CONTACT NEXTORE PROJECT MANAGER FOR DIRECTION. I ! F. E.C.SHALL RELAMP ALL FIXTURES PRIOR TO STORE OPENING BUT NOT DURING HEAVY Ir-1 r-111 L171 ill- 11CL CONSTRUCTION PERIOD. CD ■� CKs .JII_ G. LIGHTING CIRCUITS UP TO 100'-0" IN LENGTH SHALL UTILIZE#12 CONDUCTORS MINIMUM. o Ln IUU��U I�-I U( ��U I1J U LA� , --- ) ' LIGHTING CIRCUITS FROM 101'-0"TO 150'-0" IN LENGTH SHALL UTILIZE#10 CONDUCTOR5 Cn 0 p r 8A�L F! t2 I MINIMUM. LIGHTING CIRCUITS FROM 151'-0"TO 250'-0" IN LENGTH SHALL UTILIZE#8 �A2L-E�n [. C 5 SW I T f CONDUCTORS MINIMUM. LIGHTING CIRCUITS ABOVE 251'-0" IN LENGTH SHALL UTILIZE#6 V J O I CONDUCTORS MINIMUM. p C A-9 t' .Q o n o o © j I l e2 e2 e2 e2 e1 el el et e2 el el el et e2 el el el el I H. LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON FLANS. CIRCUITING SHALL BE I 1 I THRU-WIRING WHEREVER POSSIBLE. MULTIPLE CONNECTIONS TO A SINGLE LIGHT FIXTURE FOR (� �6 t� 15- _ 0 (DO W4 O ; n VOLTAGE DROP CONDITIONS OR AS A RESULT OF A FIELD CONDITION ARE ACCEPTABLE. h n4-1 1. E.C.'S BID SHALL INCLUDE THE INSTALLATION OF ALL LUMINAIRES AND ASSOCIATED LAMPS ,■►v ` O -- FURNISHED BY NEXTORE. E.C. IS RESPONSIBLE TO ENSURE THE ADJUSTABILITY OF ALL C: cv Ti m3 I --� - Ip DIRECTIONAL FIXTURES AFTER INSTALLATION AND SHALL AIM THE FIXTURES PER DIRECTION c6 4- f 10 `ra — m2 >; r. — m2 m3 m2 3 2 m3 1 f I -.9 -0 o I �3 1 FROM G.C. n x 0 /C .. f ��pp J. EMERGENCY AND EXIT LUMINAIRES SHALL BE INSTALLED AND CIRCUITED PER LOCAL AND Z o x1R� l ju LATEST NATIONAL ELECTRICAL CODES. d CD 01:111 i m� K. E.C.SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND m3 I �- __ m2 m2 m2 m2 m3 m2 m3 2 m3 I jt 11� OPERABLE SYSTEM. II A-70j —F L. E.C.SHALL VERIFY THE VOLTAGE AND COMPATIBILITY OF ALL EQUIPMENT, FIXTURES AND anz1 1 �_ RP4 I el I MILLWORK PRIOR TO CONNECTION. _ _toopiO O O SW5 Q 1 M. REPLACE EXISTING EMERGENCY BATTERY PACKS PRIOR TO TURN OVER. RP4 I t e2 e2 e2 e2 lel el el el e2 el el el el e2 el el el el I 1 1 E0114 r 3 A-1 CLP � 12 11 11 2A I ' SWC CLOO,�5 I� t2 M � t 11.11-9 i l' _��-= Revisions: T- 1 0 KEY NOTES - LIGHTING PLAN Mark Date By a _ Q 1129/21 STAFF 1. CIRCUIT VIA MASTER LIGHTING SWITCH BANK.SEE DETAIL E033. 90%DESIGN REVIEW SET 2. NEW LIGHTING SWITCH BANK. SEE DETAIL E033. IF LOCATION IS UNDESIRABLE, FIELD VERIFY EXACT LOCATION WITH NEXTORE PROJECT MANAGER PRIOR TO ROUGH-1N. 2 2/12)21 STAFF 3. ROUTE UNSWITCHED CONNECTION TO EXIT SIGNS AND WHERE FIXTURES ARE SWITCHED, ROUTE ADDITIONAL POWER FROM 100%BID/LL.REVIEW SET THE SAME CIRCUIT AHEAD OF ALL SWITCHING FOR POWER LOSS SENSING. ELECTRICAL - LIGHTING 4. PROVIDE OCCUPANCY SENSOR FOR AUTOMATIC SHUT OFF OF ROOM LIGHTING. SEE DETAIL E002. A 2/18/21 STAFF PERMIT SCALE:SCALE: 1/4'=V-0* 5. CONNECT TRACK LIGHTING TO INDICATED BREAKER IN CURRENT LIMITING PANEL'CLP" 6. CONTROL EXHAUST FAN WITH ROOM OCCUPANCY SENSOR. Q 9/17/21 STAFF 7. NEW CURRENT LIMITER PANEL. MOUNT AT APPROXIMATELY 8FT AFF. LREVISED ANDLORDS TENANT TO PROVIDE LANDLORDS SCOPE OF WORK, 8. NEW EMERGENCY BATTERY UNIT RP4. WIRE TO CIRCUIT SHOWN. COORDINATE INSTALLATION LOCATION WITH NEXTORE ^ PROJECT MANAGER. SEE E004. A 9/20/21 STAFF RESUBMIT REVISIONS FOR PERMIT INFORMATION IS BASED ON SURVEY Engineer of Record PICTURES. VERIFY ALL WORK IN FIELD. ADVISE NEXTORE PROJECT MANAGER OF ANY DISCREPANCIES. D* Thorson-P Baker + Associates DO NOT INSTALL JUNCTION BOXES (WITH OR WITHOUT COVERS) VISIBLE C O N S U L T I N G ^�ryy ENGINEERS LIGHT FIXTURE SCHEDULE NEXTORE GO2O ALL NEW FIXTURES ARE TO THE PUBLIC IN THE SALES AND PUBLIC BACK OF HOUSE AREAS. IF 3030West field,Ohio 4r2 Road6 THIS IS DONE, THE GC IS REQUIRED TO REMOVE THE JUNCTION BOX AT 33h)659-6 8 44286 TAG DESCRIPTION FSUPPLIER MANUFACTURER IMODELNUMBER FINISH/COLOR'VOLTAGE ILAMPTYPE ILAMPQTY1FIXTURE WATTSlNEXTORE CODE NOTES {(330)659-6675Faxe BACK OF HOUSE/OD AREA LIGHTING HIS/HER EXPENSE. 20W RECESSED 2X2 LED PANEL W/1320 LUM A2L-EM BATTERY CREE C-TR-FP22-25L-35K-WH-EB 2X2 LED PANEL 120V 20W LED 20W LED CHIP,0.10V DIMMING 1 20 Seal ISS4 1LTF32T8STRIP CAPITOL LIGHT Mercury LSA4-3300-30K-HTA-LIN I WHITE 120/277 26W 3300L LED,3000K 1 26 LTG-1005-00 ISS4-EM 1LT F32 T8 STRIP w/EM Pack CAPITOL LIGHT Mercury LSA4-3300-30K-HTA-UNI-EB WHITE 120/277 26W 3300L LED,3000K 1 26 LTG-1006-00 WHITE THERMOPLASTIC EXIT SIGN,RED LETTERS, EMERGENCY LIGHTING INVERTER, LINE VOLTAGE IN,LINE VOLTAGE OUT IX2 UNIVERSAL MOUNTING,WITH BATTERY CAPITOL LIGHT LIGHTALARMS QLXN500R WHITE 120/277 LED W/UNIT 3 LTG-1009-00 CZ t (SALES FLOOR UGHTING 277V IN 120V IN COMMON COMMON 120V IN 277V INE1 BLACK TRACK HEAD,15 DEGREE OPTICS VIABIZZUNO VIABIZZUNO ECONOTRACK-E1 BLACK 120V 23W,3000K,92 CRI 1 20.5 LTG-2005-00 HOTISWITCHED, HOTISWITCHED1 IN IGND I OUT I ON OFF ON I OFF � ,/ E2 BLACK TRACK HEAD,24 DEGREE OPTICS VIABIZZUNO VIABIZZUNO120V AC ECONOTRACK-E2 BLACK 120V 23W,3000K,92 CRI 1 20.5 LTG-2006-00 �.20,10 1b 2 LAMP,WITH BLACK TRIM BLACK INTERIOR,LED AREA LIGHT A120V AC,SWITCHED �?),D. 1� IM2 DOWN LIGHT,24 DEGREE OPTIC VIABIZZUNO VIABIZZUNO MINITRAFFIC-M2 BLACK 120V 16.8W,3000K,92 CRI 2 37.2 LTG-2009-00 SWITCH,OCCUPANT 2 LAMP,WITH BLACK TRIM BLACK INTERIOR,LED SENSOR,ETC. 11 M3 DOWN LIGHT,31 DEGREE OPTIC VIAB17ZUNO VIABIZZUNO MINITRAFFIC-M3 BLACK 120V 16.8W,3000K,92 CRI 2 37.2 LTG-2012-00 NEUTRAL Architect/Engineer Job No.: TRACK,BLACK FINISH,FIELD CUT TO MATCH SIZE AREA LIGHT FIXTURES. 21-��5 ON PLANS,PROVIDE END FEEDSAND CONNECTORS GROUND T## AS REQUIRED VIABIZZUNO VIABIZZUNO ECONOTRACK-Tl,T2,T3,T4,T# BLACK 120V N/A LTG-2018-00 NEUTRAL WHITE,SEMI-RECESSED EXTRUDED ALUMINUM LED Nextore Store Design Revision No.: EDGE UT EXIT SIGN,RED LETTERS,CEILING �� E0 X1RW MOUNTED,WITH BATTERY CAPITOL LIGHT LIGHTALARMS SPLEDNWRCD(WHITE) WHITE 120/277 LED W/UNIT 3 LTG-2019-00 Cf�� Jj EMERGENCY LIGHTING WIRING SCHEMATIC - CONTROLS AND LIMITERS 4 WHEN INVERTER IS APPLIED E004 RP4 40OW INVERTER CAPITOL LIGHT LIGHTALARMS LMIU-400=$1095.00 WHITE 120/277 LINE VOLTAGE IN/LINE VOLTAGE OUT LTG-3004-00 2 TRACK CURRENT LIMITER PANEL THE"#" Nextore project INDICATES THE AMPACITY OFTHE CURRENT Number82260 CLP-#A LIMITER. SEE PLANS. CAPITOL LIGHT ACUITY/SILVER BULLET T24M-1077UL-2BP-2A1-8A1-SM STANDARD 120 N/A LTG-3007-00 1 OS WALLOCCUPANCY SENSOR CAPITOL LIGHT LUTRON MS-A102-WH WHITE ( LTG-3009-00 Brand Design Type: OSD WALLOCCUPANCYSENSOR/Dl MMER CAPITOLLIGHT LUTRON IMS-Z101 WHITE I LTG-3010-00 SGH 4.5 G+ D SLIDE DIMMER CAPITOL LIGHT GREENGATE IWBSD-010SLD-W WHITE , I LTG-3011-00 NOTES: ISSUED FOR: .- ®Construction 1. PROVIDE CURRENT LIMITER PANEL AS INDICATED ON PLANS, LOCATE PANEL ADJACENT TO TENANT LINE VOLTAGE PANEL 2. POWERS FIXTURES IN THE EVENT OF A POWER FAILURE. SEE WIRING DETAIL GENERAL: WHEN THE PROJECT IS LOCATED IN NYC OR CHICAGO,SUPPLIER TO VERIFY PART NUMBERS BEFORE FURNISHING. Title ` TENANTS SUPPLIER TO PROVIDE WALL OCCUPANCY SENSORS,DIMMERS,AND/OR COMBINATION SENSORS/DIMMERS. SEE PLANS FOR EXACTQUANTITY. ELECTRICAL LIGHTING PLAN Date Sheet 1/29/21 Drawn By TBA E-201 Checked By TBA DESIGN &CONSTRUCTION MANAGEMENT: ORE 4000 Luxottica Plate,Masan,OH 45040 +1(513)765-6000 �b Creamery Brook, ast Gran T 06026 ,+1{866}413-9700 F><1- STORE 03757 — Washington Square 9348 SW Washington Square Road Tigard, OR 97223 = Space: W14A tConstruction for: o / nnn nnn Electrical notes: /�— 4" ° i_, There is no electrical for this •� �� i o fixture. C� ° "t - b Electrical notes. `� – a 71--- OUTLET TO BE Electrical notes: M O -1, -� SWITCHED. There is no electrical for this _ M I There Is no electrical for this o if x O � supply i I fixture. fixture. �,� � LnGEN-DIGM01-00 I from the RB-MTL-R 2 ceiling 1 �1. �+ ' oa- v C: U iO GEN-DIGM01-00-LOC1 - 03400-01 - x 02201-00 04300-01 04301-00 04303-00 Z) �n o GEN-DlGM01-00 MIRROR SMART SHOPPER Cf) CD RB-02201-00 _ LIT BIG WAYFARER RB-03400-01 WALL UNIT 48" Q CD RB-MTL-R- BACKLIT METAL LOGO w/MONITOR 46" TOUCH - SGH-04300-01SGH-04301-00TABLE SGH-04303-00 �* 05104/2020 02/24/2020 02/24/2020 02/28/2020 02/24/2020 Revisions: Mark Date By A1/29/21 STAFF 90%DESIGN REVIEW SET 2/12/21 STAFF 00%BID/LL REVIEW SET I A2/18/21 STAFF PERMIT A911781 STAFF REVISED RESPONSIBILITIES TENANT TO PROVIDE LANDLORDS SCOPE OF WORK. r-4�• A9/20/21 STAFF RESUBMIT REVISIONS FOR PERMIT Engineer of Record e 4 0� _ P k 8R4ND RRAND 6RAN0 GRAND BRdND 6RANC ® I I O 143 I GRAND I GRAND I ERAND ( FIND I BRAND I MAW I !I (I II II (I 04813-01 Thorson=Baker II Il II II 11 SGH-04813-01 CASHDE K PO DOUBLE D + Associates 11 it li II - S S OU LEA A CONSULTING E N G IN E E R S I) II !! II II 3030 West Streetsboro Road Richfield,Ohio 44286 ((33)659-6688 0)659-6675 Fax II II II () II Electrical notes: II !I II II g Seal There is no electrical for this fixture. , • • • i "t er Job No.:Architect J Engine t 1-0 2 05 g� Nextore Store Design Revision No.: F � NW F-11 1= TV MITI 07 04327-01 ll H H L HUS�U��U U��Ui IUB I� l Nextore project a44a4-a2 04424-02 I 04820-00 Number 82260 Brand Design Type: 04450-00 SGH 4.5 G+ SGH-04327-01TABLE TS SGH-04404-02UNIT 48" WITH MIRROR SGH-04424-02_PIGEONHOLE 48" LOW SGH-04450-00-MIRROR 24" SGH-04820-00-SHROUD MONITOR 4X55" ISSUED Constructon 02/24/2020 03/17/2020 02/24/2020 Title ELECTRICAL ROUGH-IN ELEVATIONS Date Sheet 1(29/21 Drawn By TBA E-300 Checked By TBA DESIGN &CONSTRUCTION MANAGEMENT: - _ ORE 0 4000 Luxottica Place,Masco,OH 45040 ♦1(513)765-6000 •6 Creamery Brook,East Granby,CT 06026 +1(860)413-9700 WHERE FREE AIR WIRING IS PERMITTED BY THE LANDLORD AND LOCAL JURISDICTION,UTILIZE J-HOOKS SPACED PER 5T0R E 03757 TIA/EIA STANDARDS. WHERE CONDUIT IS REQUIRED,SIZE PER TECH CAT6(QUANTITY AS NEEDED),PL M FILL CHART. Washington Square RATED CABLE. 9348 SW Wan ton Square Road El El ry � ROUTE CONDUIT 6"ABOVE WALL AND BUSH Tigard, O R 97223 L� ! END. PLNVIEW 4X4 BOX IN WALL WITH SIZE CONDUIT PER FILL CHART. Space: W14A SINGLE GANG ACTIVATION FOR DATA OUTLET. LABEL CABLE WITHIN 2 INCHES OF Construction for: 1 f TERMINATION. MINIMUM 10-ONE INCH CONDUITS FROM 15 INCHES BELOW LABEL CABLE WITHIN 2 CEILING TO 24 INCHES ABOVE CEILING FOR CABLE PASSAGE. / PATCH PANEL . INCHES OF TERMINATION. —rte l E3 /- LABEL EACH OUTLET PROVIDE LONG RADIUS BEND AT THE ABOVE CEILING y LOCATION TO ALLOW FOR SMOOTH CABLE PULL. BUSH TERMINATE REQUIRED CONDUIT ENDS TO PREVENT CABLE DAMAGE. NUMBER OF JACKS ® ® MAXIMUM ALLOWABLE CONDUIT FILL(AUGMENTED CAT6) AND TEST, o o PLATE FINISH TO MATCH --�" ® ® 3/4"C 2 DATA CABLES 0 0 1"C 4 DATA CABLES - CEILING ADJACENT RECEPTACLE 11/4"C 7 DATA CABLES t3 FINISH. 11/2"C 10 DATA CABLES Q-� WHEN CEILING I5 - 2"C 18 DATA CABLES 0 O PRESENT m THE EQUIPMENT IS ALL BY GC/EC. NOTE THE SPECIFIED PATCH i PANELS ARE MODULAR,SO THE PANDUIT CAT6 JACK IS p ♦ REQUIRED WITH THIS SYSTEM. THE JACK SNAPS INTO THE I / ° PATO"PANEL. CONDUITS TO BE 3/4" UNLESS NOTED 4- ° 0 0 RACK MOUNTED 48 PORT PATCH PANELS. QUANTITY 2 OTHERWISE. ALL LOW VOLTAGE WIRING OF PATCH PANELS TO MEET PROJECT REQUIREMENTS TO B E I N CONDUIT. N D U f T. -SEE PLANS FOR DATA COUNTS. MINIMUM ONE 48 /-36 IN WIDE X 96 IN HIGH X INCH DEEP FIRE DVD-R INSIDE TECH 3 N PORT PATCH PANELS REQUIRED. / RETARDANT PLYWOOD BACKBOARD. RACK CAMERA on 4- CO_ GGROUND ROUND BAR-PROVIDE#1/0 COPPER TO SERVICE —�.,, �� RECEPTACLE (QUANTITY P � o Cl.- GROUND. p PATCH PANEL "PPA" - 24 PORT (LOCATED AT TECH RACK) �' QUAD OUTLET ON DEDICATED 20A CIRCUIT FOR PROVIDE 5"WIDE VERTICAL CABLE O VOICE/DATA EQUIPMENT MANAGEMENT RACEWAY WITH SIDE FINGERS ?OS LABEL DESCRIPTION DOS LABEL DESCRIPTION :'OS. LABEL DESCRIPTION ?OS LABEL DESCRIPTION n x _= FOR CABLE PASSAGE. RACEWAY TO HAVE ®® 1 PPA1 POS STATION#1-CASH DESK 7 PPA7 POS STATION#2-CASH DESK 13 PPA13 SALES FIXT.DIG DISPLAY#1 19 PPA19 SPACE FOR FUTURE =3 __J RACK MOUNTED SHELVES -. COVER. LEVITON 4940E-VFR OR SIMILAR. GD OD 2 PPA2 POS STATION#1-CASH DESK 8 PPA8 POS STATION#2-CASH DESK 14 PPA14 SALES FIXT.DIG DISPLAY#1 20 PPA20 SPACE FOR FUTURE N a CD 3 PPA3 POS STATION#1-CASH DESK 9 PPA9 POS STATION#2-CASH DESK 15 PPA15 SPACE FOR FUTURE 21 PPA21 SPACE FOR FUTURE OPEN RACK-24"WIDE X 36"HIGH(NOMINAL)CABINET MONITOR 4 PPA4 POS STATION#1-CASH DESK 10 PPA10 POS STATION#2-CASH DESK 16 PPA16 SPACE FOR FUTURE 22 PPA22 SPACE FOR FUTURE 5 PPA5 SPACE FOR FUTURE 11 PPA11 SPACE FOR FUTURE 17 PPA17 SPACE FOR FUTURE 23 PPA23 SPACE FOR FUTURE WITH DOOR FURNISHED AND INSTALLED BY ELECT RICAL_^� RACK MOUNTED PATCH PANEL 6 PPA6 SPACE FOR FUTURE 12 PPA12 SPACE FOR FUTURE 18 PPA18 SPACE FOR FUTURE 24 PPA24 TRAFFIC COUNTER CONTRACTOR. FOR SURVEILLANCE CAMERAS. 1. EXTEND CABLE TO PROPOSED HEAD \ I 24 PORT TYPICAL. VERIFY WITH END EQUIPMENT LOCATION. AND ROUTE CATEGORY 6 CABLING FROM EACH PORT ON THE PATCH PANEL TO THE CORRESPONDING JACK IDENTIFIED ON THE PLAN. ROUTE THE WIRING IN A CODE COMPLIANT FASHION,IN -_ ACTUAL PROJECT REQUIREMENTS CONDUIT OR IN FREE AIR AS PER THE JURISDICTION REQUIREMENTS. WHERE WIRING IS ROUTED IN FREE AIR,PROVIDE J-HOOKS AT 6FT INTERVALS MAXIMUM AND NEATLY INSTALL. i (ONE PORT REQUIRED FOR EACH TERMINATE IN PATCH PANEL. OWM)ITLET ON DEDICATED 20A CIRCUIT FOR 2. FOR CAMERAS, PROVIDE WHITE PLENUM J.� SECURITY EQUIPMENT RATED CAT 6 CABLING. COIL 15' OF RACK MOUNTED SHELF FOR SECURITY SYSTEM EQUIPMENT. CABLING AT EACH FOR CONNECTIONS CAMERA LOCATION p PATCH PANEL "PPB" - 24 PORT (LOCATED AT TECH RACK) \ 3. PROVIDE RJ-45 CONNECTORS AT ?OS LABEL DESCRIPTION DOS LABEL DESCRIPTION 'OS. LABEL DESCRIPTION 'DOS LABEL DESCRIPTION Revisions: ��-- OUTLET TO BE SEPARATELY CONTROLLED WITH A RELAY FOR CAMERA LOCATIONS ONLY. 1 PPB1 SURVEILLANCE CAMERA 7 PPB7 SURVEILLANCE CAMERA 13 PPB13 SALES AREA LED WALL 19 PP819 SALES AREA LED WALL Mark Date By FIRE ALARM CONNECTION(TO SHUT DOWN POWER TO 2 PP62 SURVEILLANCE CAMERA 8 PPB8 SURVEILLANCE CAMERA 14 PPB14 SALES AREA LED WALL 20 PPB20 SALES AREA LED WALL SOUND SYSTEM WHEN FIRE ALARM IS ACTIVATED). CONNECTORS NOT NEEDED AT THE HEAD END EQUIPMENT LOCATION. 3 PPB3 SURVEILLANCE CAMERA 9 PPB9 SURVEILLANCE CAMERA 15 PPB15 SPACE FOR FUTURE 21 PPB21 SPACE FOR FUTURE Qt 1/29/21 STAFF RACK MOUNTED SHELF FOR SOUND SYSTEM EQUIPMENT. 4 PP134 SPACE FOR FUTURE 10 PPB10 SPACE FOR FUTURE 16 PPB16 BACKWRAP DIGITAL SCREENS 22 PPB22 BACKWRAP DIGITAL SCREENS 90%DESIGN REVIEW SET 5 PPB5 SPACE FOR FUTURE 11 PPB11 SPACE FOR FUTURE 17 PPB17 BACKWRAP DIGITAL SCREENS 23 PPB23 BACKWRAP DIGITAL SCREENS ! 6 PPB6 SPACE FOR FUTURE 12 PPB12 SPACE FOR FUTURE 18 PPB18 BACKWRAP DIGITAL SCREENS 24 PPB24 SPACE FOR FUTURE Q 2/12/21 STAFF ROUTE CATEGORY 6 CABLING FROM EACH PORT ON THE PATCH PANEL TO THE CORRESPONDING JACK IDENTIFIED ON THE PLAN. ROUTE THE WIRING IN A CODE COMPLIANT FASHION,IN 100%BID/LL.REVIEW SET CONDUIT OR IN FREE AIR AS PER THE JURISDICTION REQUIREMENTS. WHERE WIRING IS ROUTED IN FREE AIR,PROVIDE 1-HOOKS AT 6FT INTERVALS MAXIMUM AND NEATLY INSTALL. FLOOR . 3 2118!21 STAFF 1PERMIT • WALL MOUNTED TECH RACK(TR)/COMM. BOARD ELEVATION REVISED STAFF E068En�(� /) REVISED RESPONSIBILITIES TENANT TO PROVIDE (8 ` ! E068 � LANDLORDS SCOPE OF WORK. V 1 A 9/20/21 STAFF RESUBMIT REVISIONS FOR PERMIT Engineer of Record ------------- P/ ICROWAi' _ • FRIDGE Thorson•Baker ------------- PLAN VIEW + Associates C O N S U L T I N G E N G I N E E R S 3030 West Streetsboro Road Richfield,Ohio 44286 2 OUTLETS WITH(4)USB PORTS- (330)659-6688 Phone HUBBELL USB15X2W (330)659-6675 Fax -------------- 24"W X 8"D SHELF Seal --- •--'-------- ,� ------------- MICRO 1 O (>rtfGQN - ®� O C:) N1__11 MICROWAVE AND FRIDGE FURNISHED AND INSTALLED BY TENANT. Q. \� Ff -- -' = �- DUPLEX OUTLET ON DEDICATED 20A CIRCUIT Architect/Engineer Job No.: 00 NOTE: SEE ARCHITECTURAL PLAN FOR r 21-005 START POINT. COORDINATE WITH THE GC. UTILIZE CLOCK STYLE DEVICES. ♦ Nextore Store Design Revision No.: 2W x 4H LED WALL ELEVATION Q7 (LWO1 & LW02! Nextore project OEE O MICROWAVE, REFRIGERATOR, USB Number 82260 V ELEVATION Brand Desicin Type: SGH 4.5 G+ ISSUED FOR: ®Construction Title ELECTRICAL ROUGH-IN ELEVATIONS Date Sheet 1/29/21 Drawn By TBA E-301 Checked By TBA DESIGN & CONSTRUCTION MANAGEMENT: lwl� °�r 4000 Wxottua Place,Masan,OH 45040 0-I(5I3)765-WW +6 Creamery Brook,East Granby,CT 06026 0.1($60)413-9700 STORE 03757 FLUSH WITH Washington Square BRONZE TOP FINISHED FLOOR FINISHED FLOOR PLUMBING SPECIFICATIONS 2. EQUIPMENT,PIPING,DUCTWORK,ETC.SHALL NOT BE SUPPORTED FROM ANY CEILINGS,OTHER PIPING,CONDUIT OR DUCTWORK,ROOF DECK,OR JOIST 9348 SW Washington Square Road FINISHED ENGINEER.ITEMS SHALL BE SUPPORTED FROM ACCEPTABLE STRUCTURAL BUILDING COMPONENTS AS DETERMINED BY THE ARCHITECT AND STRUCTURAL Tigard, OR 97223 I. GENERAL PROVISIONS 3. ALL ROOF PENETRATIONS,FLASHING AND COUNTER FLASHING SHALL BE PERFORMED BY THE TENANT'S ROOFING CONTRACTOR AT THE REQUESTING Space: W14A ' ROUND SECURED POLISHED A. GENERAL CONDITIONS,CODES&STANDARDS GENERAL CONTRACTORS COST. 9 a CLEANOUT PLUG BRONZE COVER 1. GENERAL CONDITIONS OF THE CONTRACT FOUND IN THE ARCHITECTURAL DRAWINGS,GENERAL AND SPECIAL CONDITIONS OF THE AMERICAN INSTITUTE Construction for: -�.� ---„ OF ARCHITECTS(AIA)(NSPE)(NEC)AND ANY OF THE TENANT'S GENERAL REQUIREMENTS SHALL APPLY UNLESS NOTED OTHERWISE. 11. INSULATION " 2. REFER TO THE GENERAL CONDITIONS ON THE ARCHITECTURAL DOCUMENTS AND THE GENERAL AND SPECIAL CONDITIONS OF THE AIA FOR ADDITIONAL T N loREQUIREMENTS REGARDING;SAFETY,COORDINATION& COOPERATION,WORKMANSHIP,PROTECTION,CUTTING AND PATCHING,DAMAGE TO OTHER WORK, A. GENERAL PRELIMINARY OPERATIONS,STORAGE,ADJUSTMENTS,CLEANING,ETC. w N Q � 3. ALL WORK SHALL BE IN CONFORMANCE WITH ALL LOCALLY ENFORCED, FEDERAL,STATE AND LOCAL CODES AND ORDINANCES INCLUDING ANY 1. INSTALLATION SHALL CONFORM TO THE MANUFACTURERS RECOMMENDATIONS,AND N ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. 10 SPECIAL THE TENANT REQUIREMENTS IN ADDITION TO THOSE SPECIFIED, 2. CLEAN AND DRY SURFACES PRIOR TO INSULATING.11 N 4. GENERAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL NECESSARY LICENSES,PERMITS AND INSPECTIONS REQUIRED TO PROCEED WITH THE WORK. 3. EXTEND INSULATION WITHOUT INTERRUPTION THROUGH WALLS,FLOORS,HANGERS AND SIMILAR PENETRATIONS. BRASS PLUG N lo THIS SHALL INCLUDE ALL REQUIRED COORDINATION WITH THE LOCAL UTILITY COMPANIES AND THEIR ASSOCIATED FEES OR COSTS, 4. INSULATION JACKET AND FITTING COVER MUST BE PLENUM RATED.IN 5. IT IS ESSENTIAL THAT THE INTEGRITY OF THE VAPOR-BARRIER BE MAINTAINED. SEAL ALL PENETRATIONS OF THE VAPOR BARRIER BY STAPLES,HANGERS INSIDE CAULK B. SCOPE OF WORK OR WHERE OTHERWISE DAMAGED. AS REQUIRED L 6. MAINTAIN ACCESS TO BALANCING DAMPERS AND VALVES. CD K. FITTING OR EXTENSIO 1. THIS CONTRACT SHALL INCLUDE THE FURNISHING,INSTALLING,CONNECTING,AND OPERATION OF ALL EQUIPMENT WHICH 1S A PART OF THE PLUMBING 7. INSULATION SHALL BE BY OWENS-CORNING,KNAUF,OR MANVILLE. 0_"'t TO SOIL OR WASTE SYSTEMS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY SIMILAR INSTALLATIONS. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS o Ln 0 WALL NOR CALLED FOR IN THE SPECIFICATIONS,BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK AND WHICH IS USUALLY INCLUDED IN WOK OF A B. PLUMBING - -'t _ SIMILAR CHARACTER SHALL BE FURNISHED AND INSTALLED UNDER THIS CONTRACT AT NO ADDITIONAL COST TO THE TENANT.GENERAL CONTRACTOR SHALL 0 YPICAL FLOOR CLEANOUT DETAIL SANITARY OR STORM - PROVIDE ALL EFULLLABOR Y READ SPECIFICATION FOR ALL PARTS OF THE WORK Q AS TO BECOME CODE FAMILIAR WITH ALL OPERATIONAL WOK SCOPE. CONSULT WITH OTHER UMBING SYSTEMS. 1. ALL ABOVE GROUND PIPING SHALL BE INSULATED WITH a DOMEST C HOT AND COLD WATER PIPING UP 03/4FIBERGLASS NCH DIAMETERPIPINGINSULATION CWITH AN ALL SERVICE JACKET AND SELF SEALING LAP(AS3ISSL}. a) -Y 0 (asICALE: TRADES TO INSURE PROPER LOCATIONS AND AVOID INTERFERENCES. ANY CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE TENANT BEFORE WORK IS NONE COMMENCED. 2. FITTINGS AND VALVES SHALL BE INSULATED WITH PRE-MOLDED FIBERGLASS FITTINGS AND COVERED WITH A PRE-FORMED PVC FITTING COVER. 3. ALL CONTRACTORS SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND SITE SO AS TO COMPARE THEM WITH THE DRAWINGS AND SPECIFICATIONS, WALL CLEAN OUT DETAIL NOTE THE EXISTING CONDITIONS AND OTHER WORK THAT WILL BE REQUIRED,AND THE NATURE OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE 111.PLUMBING HANGER ROD PERFORMED. NO ALLOWANCE SHALL BE MADE TO ANY CONTRACTOR BY REASON OF THIS FAILURE TO HAVE MADE SUCH EXAMINATION OR OF ANY ERROR ON HIS +� U SCALE:NONE PART. A GENERAL o a LOCKING NUT 4. ALL EXISTING UTILITY AND MECHANICAL SERVICES SHALL BE FIELD VERIFIED. CORRECTIONS TO THE DESIGN AND INSTALLATION SHALL BE MADE WITHOUT M ADDITIONAL COST TO THE TENANT. 1. THE ENTIRE PLUMBING INSTALLATION,MATERIALS,EQUIPMENT,ETC.SHALL CONFORM TO THE REQUIREMENTS OF THE LOCALLY ENFORCED BUILDING Z' U SEALANT 5. THIS GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE OPENINGS WITH THE GENERAL TRADES CONTRACTOR, THE FINAL LOCATIONS AND CODE,THE PLUMBING CODE,THE AMERICAN DISABILITIES ACT GUIDELINES,ANSI A117.1 REQUIREMENTS FOR THE PHYSICALLY CHALLENGED AND THE UNIFORM tj CONCRETE SLAB SIZES OF ALL DUCT AND LOUVER OPENINGS SHALL BE PROVIDED BY THIS CONTRACTOR. FEDERAL ACCESSIBILITY STANDARDS(UFAS),GENERAL CONTRACTOR TO VERIFY ALL PLUMBING ROUGH IN DIMENSIONS MEET THE ABOVE NOTED REQUIREMENTS. /i o SUPPORT NUT FINISHED FLOOR---,,., SAW-CUT 24"X24" 6. THIS CONTRACT SHALL ALSO INCLUDE ALL LABOR,MATERIALS AND MISCELLANEOUS EXPENSES REQUIRED FOR ALL REQUIRED PLUMBING DEMOLITION OF VERIFY FINAL ROUGH IN WITH ARCHITECT PRIOR TO BACKFILLING OR WALL INSTALLATION. AREA OF EXISTING THE EXISTING AREAS BEING RENOVATED. 2. TEST ALL SEWER AND WATER PIPING IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES. /�/�"� in o CONCRETE, CENTERED a. THE DEMOLITION SHALL CONSIST OF THE COMPLETE REMOVAL (PROPERLY DISPOSED OFF SITE UNLESS OTHERWISE NOTED) OF ALL PLUMBING 3. FURNISH ACCESS DOORS FOR WALL CLEAN OUTS AND VALVES IN WALLS. V Q CD ' ON DRAIN AND RE-POUR EQUIPMENT,PIPING,MATERIALS,ETC.NOT REQUIRED IN THE FINAL DESIGN AND INSTALLATION OF THE PLUMBING SYSTEMS FOR THE NEW 4. ALL FIXTURES AND EQUIPMENT NOT SPECIFIED HERE-IN ARE BEING PROVIDED BY OTHERS. THIS GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR d W/SLOPING SURF. RENOVATED AREAS. ROUGHING IN ALL SERVICES FOR ALL EQUIPMENT WHETHER PROVIDED BY THIS GENERAL CONTRACTOR OR OTHERS. GENERAL CONTRACTOR SHALL : b. ALL UNDERGROUND SERVICES NOT BEING REUSED SHALL BE CAPPED BELOW THE FLOOR. COORDINATE HIS INSTALLATION WITH THE APPROPRIATE EQUIPMENT SUPPLIER FOR PROPER ROUGH IN INFORMATION AND SHALL REVISE THE DESIGN AS TO DRAIN - c. ALL ABOVE GROUND SERVICES SHALL BE REMOVED BACK TO THEIR RESPECTIVE MAIN AND CAPPED OR IF THE MAIN IS NOT REQUIRED,THE MAIN REQUIRED TO MATCH THE EQUIPMENT BEING SUPPLIED.THIS GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO CONNECT ALL FURNISH WITH SEDIMENT TRAP SHALL BE REMOVED IN ITS ENTIRETY. FIXTURES TO THE PLUMBING SYSTEMS INCLUDING BUT NOT LIMITED TO;ALL WATER OR NATURAL GAS CONNECTIONS FROM APPROPRIATE STOP OR VALVE,ALL HEAVY DUTY CLEVIS HANGER. d. COORDINATE ALL DEMOLITION WITH THE ARCHITECTURAL DOCUMENTS AND THE ARCHITECT AND THE TENANTS GENERAL REQUIREMENTS. DIRECT SANITARY CONNECTIONS,ALL INDIRECT WASTE CONNECTIONS TO FLOOR DRAINS OR SINKS FROM SINKS OR EQUIPMENT,COOLER AND FREEZER COIL = '= MATERIAL TO MATCH PIPE. (-= I-� 7. ALL WOK INCLUDING,BUT NOT LIMITED TO PARTS,MATERIAL,EQUIPMENT AND LABOR SHALL BE GUARANTEED FOR ONE YEAR AFTER ACCEPTANCE BY CONDENSATE DRAIN PIPING,ETC. THE ENGINEER AND TENANT. WHERE AN EQUIPMENT MANUFACTURER HAS A WARRANTY THAT EXCEEDS ONE YEAR,THAT WARRANTY PERIOD SHALL APPLY TO 5. FIRE STOPPING-REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPE AND UL CONSTRUCTION DESIGN NUMBER. FOR RATED MASONRY WALL AND PIPE THIS PROJECT. FLOOR ASSEMBLIES,PROVIDE A UL APPROVED THROUGH-PENETRATION FIRE STOP SYSTEM NUMBER C-AJ-1175. FOR RATED GYPSUM BOARD ASSEMBLIES, STRUCTURE AT PROVIDE A UL APPROVED THROUGH-PENETRATION FIRE STOP SYSTEM NUMBER W-G1003. UPPER LEVEL C. DOCUMENTS CLEVIS HANGER B. PIPING SINGLE HORIZONTAL RUNS TO TENANT'S 1. THE DRAWINGS ARE DIAGRAMMATIC,ALL WORK SHALL BE PERFORMED AS INDICATED ON THE DRAWINGS UNLESS EXISTING CONDITIONS OR NO VAPOR BARRIER INSULATION SANITARY SEWER COORDINATION ISSUES REQUIRE CHANGES.THESE CHANGES SHALL BE MADE WITH NO ADDITIONAL COST TO THE TENANT. 1. PIPE HANGERS FOR THE PLUMBING SYSTEM SHALL BE ADJUSTABLE CLEVIS HANGERS WITH APPROPRIATE CLAMP. ALL PIPING SHALL BE SUPPORTED ON A Revisions: 2. ANY INCIDENTAL ITEMS OR LABOR,ETC.NOT INCLUDED IN THE SPECIFICATIONS OR THE DRAWINGS BUT REASONABLY IMPLIED AS NECESSARY FOR THE MAXIMUM SPACING OF: Mark Date By COMPLETE INSTALLATION OF ALL APPARATUS SHALL BE INCLUDING IN BID. a, 6'CENTERS FOR PIPING 3/4"AND SMALLER. 3. THE DRAWINGS AND SPECIFICATIONS ARE U N I N S U LAT E D PIPE SUPPORT DETAIL FURNISHED EVEN THOUGH NOT MENTIONED IN BOTH LADED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR GALLED FOR IN ONE SHALL BE c. 9 CENTERS FRS OR V OR PIPINGNG. 11?9'r2i STAFF LARGER THAN 1". 90%DESIGN REVIEW SET 12 SCALE:NONE TYPICAL FLOOR DRAIN DETAIL 4. IF ERRORS ARE FOUND IN THE DRAWINGS OR SPECIFICATIONS OR DISCREPANCIES OCCUR BETWEEN THE SAME,OR BETWEEN THE FIGURES ON THE d. PIPING ABOVE THE ROOF SHALL BE SUPPORTED PER THE DETAIL ON THE DRAWINGS. '� DRAWINGS,AND THE SCALE OF SAME OR BETWEEN THE LARGER AND SMALLER DRAWINGS,OR IN THE DESCRIPTIVE MATTER ON THE DRAWINGS SHALL BE e. PIPE HANGERS FOR INSULATED PIPING SYSTEMS SHALL BE SIZED FOR THE GROSS OUTSIDE DIMENSION OF THE PIPE AND INSULATION. SEE SCALE:NONE REFERRED TO THE TENANT FOR REVIEW AND FINAL DECISION PRIOR TO THE BID DUE DATE. INSULATION SPECIFICATIONS FOR INSULATION REQUIREMENTS. a 2112121 STAFF 5. THE BIDDING OF THIS WORK WILL CONTEMPLATE THE USE OF EQUIPMENT AND MATERIALS EXACTLY AS SPECIFIED HEREIN. WHERE MORE THAN ONE 100%BID 7 L.L.REVIEW SFT 1/2"CW IN MANUFACTURER IS MENTIONED ANY ONE MAY BE UTILIZED.SUBSTITUTE MANUFACTURERS MAY BE OFFERED ONLY AS AN ALTERNATE TO THE SPECIFIED C.SANITARY AND VENT HANGER ROD WALL �' EQUIPMENT AND MATERIAL. LOCKING NUT SINK a. SUBSTITUTIONS 1. ALL PIPING SHALL PITCH TO ITS APPROPRIATE MAIN AT NO LESS THAN 1/4"PER FOOT SLOPE. 2/18/21 STAFF I. THE MANUFACTURERS AND MODEL NUMBERS INDICATED N THE CONTRACT DOCUMENTS ARE FOR THE PURPOSE OF DESCRIPTION AND TO 2. UNDERGROUND WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON HUB AND SPIGOT PIPE WITH COMPRESSION GASKET JOINTS. PERMIT SUPPORT NUT ESTABLISH A BASE LEVEL OF QUALITY.THE GENERAL CONTRACTOR'S BID WILL CONTEMPLATE THE USE OF THE EQUIPMENT AND MATERIALS 3. ABOVE GROUND WASTE AND VENT PIPING(3"AND LARGER)SHALL BE HUB AND SPIGOT CAST IRON PIPE WITH LEAD AND OAKUM JOINTS AND BE HUNG PER EXACTLY AS INDICATED. C.I.S.P.I.REQUIREMENTS. HEAVY DUTY CLEVIS ii. THE GENERAL CONTRACTOR SHALL SUBMIT FOR APPROVAL,WITH HIS BID QUOTATION,A LIST OF ANY PROPOSED SUBSTITUTIONS OF MATERIALS Q 9/17121 STAFF HANGER.MATERIAL TO AND EQUIPMENT FOR THOSE ON WHICH THE ORIGINAL DESIGN WAS BASED.A FULL DESCRIPTION OF ALL PROPOSED SUBSTITUTED ITEMS,THE D. DOMESTIC WATER REVISED RFSPONSIBILITIES TENANT TO PROVIDE MATCH PIPE ASJISSL J-BOX WITH TOGGLE SWITGH4BY CHANGE TO THEIR BID PRICE OR OTHER REASONS FOR SUCH SUBSTITUTIONS SHALL ACCOMPANY THE BID.ALL ACCESSORIES,FEATURES,ETC., LANDLORDS SLOPE OF WORK BUTT STRIP ELEC.CONTRACTOR) SUPPLIED WITH THE SUBSTITUTED MANUFACTURERS PRODUCT SHALL ALSO BE INCLUDED IN THE BID. 1. GENERAL CONTRACTOR SHALL COORDINATE WITH THE BUILDING TENANT AND THE LOCAL WATER COMPANY FOR THE INSTALLATION OF A NEW WATER - PIPE iii. IF THE GENERAL CONTRACTOR DOES NOT SUBMIT PROPOSED SUBSTITUTIONS WITH THEIR BID THE TENANT SHALL CONSIDER THE BIDDER TO BE METER,THIS SHALL INCLUDE THE FEES/COSTS AND INSTALLATION OF A NEW WATER METER AS SHOWN ON THE PLANS AND THE ASSOCIATED REMOTE READER. 9/20/21 STAFF Q (TYPICAL) PROPOSING THE MANUFACTURERS AND MODEL NUMBERS SPECIFIED HEREIN AND SHOWN ON THE CONTRACT DRAWINGS. THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL WATER COMPANY. LOCATE REMOTE READER AT BUILDING TENANTS AND RESUBMIT REVISIONS FOR PERMIT FIBERGLASS H W C W iv. SUBSTITUTIONS AFTER CONTRACT AWARD SHALL NOT BE PERMITTED. WATER COMPANY'S DIRECTION. INSULATION �"� 6. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE SYSTEMS CAN BE OF ANY RECOGNIZED MANUFACTURE PROVIDED THESE ITEMS MEET MINIMUM 2. TEST WATER PIPING TO HYDROSTATIC PRESSURE OF 100 PSIG,FOR TWO HOURS.STERILIZE ALL DOMESTIC WATER PIPING IN ACCORDANCE WITH A.W.W.A. PER SPECS STANDARDS AS SET IN THESE SPECIFICATIONS. REFER TO EACH SECTION FOR ANY SPECIFIC REQUIREMENTS. STANDARDS. ' 3. ABOVE GROUND WATER PIPING,3"AND SMALLER,SHALL BE TYPE"L'HARD DRAWN COPPER PIPE WITH WROUGHT COPPER FITTINGS AND 95-5 SOLDERED D. COORDINATION JOINTS.AS AN ALTERNATE THE GENERAL CONTRACTOR MAY UTILIZE COPPER PRESS FITTINGS(PROPRESS SYSTEM)AS MANUFACTURED BY VIEGA.FITTINGS Engineer of Record SHALL CONFORM TO THE MATERIAL AND SIZING REQUIREMENTS OF ASME 816.18 OR ASME 816.22,0-RINGS FOR FITTINGS SHALL BE EDPM. INSTALLATION OF 180"RIBBED 18GA. RIB(TYPICAL) 0 1. GENERAL CONTRACTOR SHALL INCLUDE A VISIT TO THE JOB SITE AND TAKE INTO CONSIDERATION MECHANICAL,ELECTRICAL AND GENERAL TRADE WORK FITTINGS SHALL CONFORM TO CODE AND THE MANUFACTURER'S SPECIFICATIONSIREQUIREMENTS.WATER PIPING JOINTS BETWEEN DIFFERENT MATERIALS SHALL SHIELD SIMILAR CURRENTLY EXISTING AND WORK WHICH MAY BE INSTALLED PRIOR TO CONTRACT AWARD,RELOCATION OF DUCTWORK,PIPING AND EQUIPMENT,AS REQUIRED, BE PER THE LOCALLY ENFORCED PLUMBING CODE SECTION 60522. TQ ANVIL#168 2" 2"- no TO AVOID THIS WORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE TENANT. 4. DOMESTIC WATER VALVES SHALL BE MILWAUKEE VALVE#BA-100 OR#BA-150 BALL VALVE.ALL VALVES SHALL BE LEAD-FREE. Bok INSTANTANEOUS FC rr 2. GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING SITE BEFORE STARTING ANY FABRICATION OR DOING ANY WORK IN THE WATER HEATER 1 1/2"TRAP FIELD AND SHALL BE RESPONSIBLE FOR THE CORRECT AND PROPER MEASUREMENTS OF HIS WOK ALONG WITH RESOLUTIONS FOR ANY CONFLICT OF SPACE WITH OTHER TRADES. ThOCSotl Baker 3. WHERE THE WORK OF TWO OR MORE TRADES INTERFERE WITH EACH OTHER AND A DEVIATION FROM DESIGN IS NECESSARY,NEITHER WOK SHALL + Associates FINISHED FLOOR PROCEED UNTIL THE TENANT HAS BEEN NOTIFIED OF THE CONFLICT AND THEY HAVE RENDERED A DECISION AS TO WHAT CHANGES SHOULD BE MADE. 4.&S,CALE: NSULATED PIPE SUPPORT DETAIL SHALL EXERCISE EXTRA CAU ON IL CONTRACTOR N THE PERFORMANCE OF ALL WOK TL LOCATE,IDENTIFY AND PROTECT O AVOID DIS URBNG SUCHEXISTING SERVICES HFACILIT ESICH ARE E ALL COSTS QUIRED TO BFOR REPAIR OF DAME MAINTAINED E ES TO SUCH E N GSI N E E IR S INSTANTANEOUS WATER HEATER DETAIL SERVICES SHALL BE PAID BY THE GENERAL CONTRACTOR CAUSING THE DAMAGE. 3030 West Streetsboro Road NONE q 5, IT IS ESSENTIAL THAT ALL WORK AT THE PROJECT BE DONE AS SUCH TIME AND IN SUCH MANNER AS NOT TO INTERFERE WITH THE NORMAL OPERATIONS Richfield,Ohio 44286 SCALE:NONE OF THE FACILITY. A WORK SCHEDULE SHALL BE ARRANGED WITH THE TENANT TO FACILITATE WOK WITH A MINIMUM OF INTERFERENCE WITH THE TENANTS (330)659-6688 Phone OPERATIONS. (330)659-6675 Fax 6. AREAS TO BE USED FOR STORAGE SHALL BE ONLY AS DIRECTED BY THE TENANT.ALL STORED MATERIAL SHALL BE RELOCATED OR REMOVED FROM THE CODE NOTES SITE AS DIRECTED BY THE TENANT. Seal cpf � 7. DAILY,AND AT THE COMPLETION OF THE WOK,EACH GENERAL CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS AND DEBRIS CAUSED BY HIS WORK. STOP VALVE FOLLOW APPLICABLE CODES AS A MINIMUM OF WORK.WORK SHOWN ON THE DRAWINGS IS UPON COMPLETION OF EACH GENERAL CONTRACTOR'S WORK,CONDITIONS OF THE SPACE(S)SHALL BE THE SAME AS FOUND PRIOR TO COMMENCEMENT OF THE QEQ P 'J LAVATORY INTENTED TO MEET OR EXCEED CODE AND SHALL NOT BE INTERPRETED OTHERWISE. WORK. FAILURE TO DO SO MAY RESULT IN THE TENANTS EMPLOYMENT OF A SEPARATE SERVICE TO OBTAIN THIS CONDITION AND REDUCING THE FACTOR'S 5't CONTRACT AMOUNT BY THE COST OF SUCH A SERVICE. Hca 01 STOP VALVE POTABLE WATER PLUMBING PIPING,FITTINGS,DEVICES,FIXTURES,SOLDER AND FLUX SHALL 8, EACH GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO OTHER WORK CAUSED BY HIS WORK OR THROUGH THE NEGLECT OF CW SUPPLY BE LEAD FREE IN COMPLIANCE WITH APPLICABLE CODES.WHERE A CODE DOES NOT REQUIRE HIS,OR HIS SUB-TRADE'S PERSONNEL. ALL PATCHING,REPAIRING,REPLACEMENT AND PAINTING,ETC,SHALL BE DONE AS DIRECTED BY THE TENANT BY THE 90 P TRAP PRIMER LEAD FREE,FOLLOW CALIFORNIA HEALTH AND SAFETY CODE SECTION 116875,CPC 301.0. CRAFTSMEN OF THE TRADES INVOLVED. THE COSTS OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE. - VALVE / GRAVITY FLOW SANITARY DRAIN PIPING SLOPE MUST NOT BE LESS THAN 1/4"PER FOOT. E. METHODS OREGON 1. EXCAVATIONS SHALL BE MADE IN OPEN TRENCHES. FLOORS SHALL BE SAW CUT. PIPING SHALL BE LAID ON AN APPROPRIATELY GRADED 6'BED OF CLEAN '9T C 0 QQt� AND DRY SAND. ENGINEERED FILL SHALL BE USED TO BACKFILL TO 6"ABOVE THE PIPING. BACKFILL THE REMAINDER OF THE TRENCH UTILIZING THE EXCAVATED �i+,9 I�•�t(> o ELEVATION MATERIAL IF APPROVED BY THE ARCHITECT OR THE TENANT,IF THE EXCAVATED MATERIALS ARE NOT ACCEPTABLE,ENGINEERED FILL ACCEPTABLE TO THE ARCHITECT SHALL BE UTILIZED TO BACKFILL THE REMAINDER OF THE TRENCH. BACKFILL SHALL BE ACCOMPLISHED IN 9'LIFTS WITH ALL LIFTS COMPACTED TO EXPIRES: w 95%PROCTOR. PATCH FLOOR TO MATCH EXISTING. ArchiteM/%W&Job No.: PENETRATE WALL AND ROUTE 21-005 BELOW SLAB TO FLOOR DRAIN. PROVIDE CHROME ESCUTCHEON. Nextore Store Design Revision No.: SLEEVE AND SEAL PIP TRAP PRIMER /-FLOOR DRAIN RESPONSIBILITY SCHEDULE (PLUMBING) 7 THRU SLAB 1/2"TYPE K CONTINUOUS SOFT COPPER CONNECTION TUBING(NO JOINTS) PQ G TENANT (TYP OF 2) FINISHED FLOOR J 'b �� Q GC= GENERAL CONTRACTOR I � Nextore project O � �' LL= LANDLORD MW=MILLWORKER Number 82260 N/A=NOT APPLICABLE a DIVISION 15000- PLUMBING SUPL RCV. INSTI. EX'G o&R RELO REMARKS Brand Desiqn Type: ACCESS PANELS GC GC GC COORDINATE WITH TRADES FOR SIZE AND LOCATION. SGL-( 4.5 G+ SANITARY LINE ROOF WORK NA NA NA GC TO COORD.W/LANDLORD WHEN REQUIRED PLUMBING FIXTURES GC GC GC TRAP OD SINKS, DRAINS,FAUCETS NA NA NA ISSUED FOR: ®Construction aSCALE:TRAP PRIMER DETAIL FLOOR DRAINS/PIPING/SUPPORTS GC GC GC GC TO CLEAN OUT EXISTING FLOOR DRAINS WATER AND SEWER CONNECTION GC GC GC • SEE PLUMBING DRAWINGS FOR SCOPE OF WORK NONE WATER HEATER GC GC GC WATER METER GC GC GC SEE'GENERAL CONTRACTOR NOTES'ON SHEET G001 BOTTLED WATER UNIT NA NA NA Title WATER COOLER AND/OR DRINKING FOUNTAIN NA NA NA PLUMBING nnGo cccg VHFni it F-RFvon, DETAILS Date Sheet 1/29/21 Drawn By TRA P-001 Checked By TRA DESIGN & CONSTRUCTION MANAGEMENT: 0 4000 Lmottica Place,Masan,OH 45040 10,1(513)765-6000 NOTE:ALL SPECS MAY NOT BE USED IN EVERY STORE. 0 6 Creamery Broak,East Granby,CT 06026 0.1{860)413-9700 PLUMBING FIXTURE SCHEDULE CD GENERAL NOTE: FOLLOW ALL MANUFACTURERS INSTALLATION AND MAINTENANCE INSTRUCTIONS. STORE 43757 Washington Square 5UPPLIED/ 9348 SW Washington Square Road ITEM MARK DESCRIPTION INSTALLED MPG./PHONE # MODEL # ALTERNATE #1 REMARKS Tigard., OR 97223 BY COLOR Space: W14A CADET@3 HET DUAL FLUSH RIGHT HEIGHTS ROUND FRONT COMPLETE TOILET, AMERICAN STANDARD# Construction for FLOOR MOUNTED,DUAL VARIABLE FLUSH VOLUME,ADA 16-1/2w H.ELONGATED DUAL VOLUME TOILET AMERICAN STANDARD(800) 3380BA.216ST /WHITE VITREOUS FLUSH WATER CLOSET(ADA) WC WITH TANK ALL ASSOCIATED TRIM,FITTINGS AND HARDWARE.SEAT SHALL BE PC/PC 217-1929 CHINA NIA WHITE SOLID PLASTIC WITH OPEN FRONT LESS COVER.PROVIDE COMPLETE WITH CHROME SUPPLY AND SERVICE STOP. GENERAL NOTES CAST IRON FLOOR DRAIN W/DOUBLE DRAINAGE FLANGE,TAP FOR TAP FLOOR DRAINS FD1 PRIMER,WEEP HOLES,3-OUTLET&6'NICKEL BRONZE ADJUSTABLE PC I PC J.R.SMITH(334)277-8520 J.R.SMITH#2005-A-06 1. FIELD VERIFY EXACT CONDITIONS AND ROUTING OF WORK.CONTACT ENGINEER OR ARCHITECT IMMEDIATELY SHOULD ANY STRAINER. CONFLICT ARISE. ZCD 2. EXISTING PLUMBING INFORMATION IS BASED ON LIMITED EXISTING BUILDING DRAWINGS AND FIELD WORK THE G.C.SHALL CD"t FIELD VERIFY THE EXISTING CONDITIONS FOR ACCURACY.NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR 0 Ln REVISIONS TO THE DESIGN TO CORRECT FOR EXISTING CONDITIONS NOT AS INDICATED ON THE PLANS. WALL HUNG,WHITE VITREOUS CHINA LAVATORY,4"O.C., " 0"qr (D 3. G.C.TO VERIFY EXISTING CONDITIONS AND COORDINATE CONFLICTS PRIOR TO BIDDING. RESTROOM LAVATORY, CENTER SET FAUCET, HANDS FREE OPERATION, DELTA AMERICAN STANDARD (500) EWER LAVATORY: AMERICAN STANDARD J.R.SMITH 700 FIXTURE SUPPORT OR APPROVED APPROVED 4. ANYTHING NOT NOTED AS EXISTING IS TO BE FURNISHED AND INSTALLED AS PART OF THIS PROJECT. 591LFHGMHDF;0.5 GPM, DRAIN, 1-1/4"x 1-1/2" CONNECTOR #0355.012/WHITE VITREOUS EQUAL FLR MTD TYPE FOR HIGH BACK LAVATORIES. INSTALL HANDS FREE,0.5 GPM SK5 PC PC 217-1529 0 5. REFER TO DRAWINGS,GENERAL NOTES OF OTHER DISCIPLINES,AND PROJECT SPECIFICATIONS FOR ADDITIONAL PROJECT PIECE,1-112"TAILPIECE, P-TRAP,TUBE-TO-WALL, ESCUTCH CHINA MIXING VALVE BELOW FIXTURE, CONNECT TO SUPPLY PIPING AT r) 0 C� INFORMATION AND REQUIREMENTS.NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN THE INFORMATION PRESENTED AND FIXTURE, SET WATER TEMP. @ 105° F. :3 x 0 V) FIELD CONDITIONS. 6. PROVIDE STOP VALVES AT EVERY FIXTURE ON BOTH HOT AND COLD WATER SUPPLY LINES, VALVES,ESCUTCHEONS, CHRONOMI -C Q) FITTINGS,ETC.MUST BE CHROME PLATED. WHERE EXPOSED,CHROME PLATED PIPE IS TO BE USED. INSTANTANEOUS ELECTRIC IWH_I WATER HEATER INSTALLED BELOW SINK(SK).TE LABORATORIES ELECTRIC POINT OF USE PC/PC CHRONOMITE CHRONOMITE EEMAX MAX 370 R15E �..� }' t' 7. ALL SANITARY PIPING INSTALLED UNDERGROUND IS TO BE PITCHED @ 114'SLOPE, WATER HEATER (714) 558-8538 #5P,-15U 120 8. ALL OVERHEAD PIPING IS TO BE ROUTED TIGHT TO BUILDING STRUCTURE. 0 9. BACKFLOW PREVENTER DRAINS TO BE ROUTED TO NEAREST FLOOR DRAIN/MOP SINK S NOT T PERMITTED IN DEMISING WALLS, ID. A TU12. RAL GAS AVAILABILITY AND CAPACITY.COORDINATE PRESSURE,SERVICE CONNECTION,AND METER INSTALLATION WITH THE LANDLORD AND LOCAL UTILITY COMPANY. C:) CD 13. PROVIDE GAS PIPE SUPPORTS ON ROOF.PROVIDE 10'-0*ON CENTER AND AT ALL CHANGES OF DIRECTION.REFER TO DETAIL. < CD 14, CLEAN AND REFURBISH EXISTING PLUMBING FIXTURES TO BE RE-USED.FIELD VERIFY EXISTING PLUMBING FIXTURES ARE IN A PROPER WORKING ORDER.NOTIFY TENANT IMMEDIATELY SHOULD OPERATIONAL CHECK OF FIXTURES REVEAL ANY MAJOR LANDLORD REMARKS: COMPONENT FAILURES. • 3" FLOOR DRAIN AND CLEANOUT ARE REQUIRED. 15. DO NOT ROUTE ANY WATER CONVEYING PIPING OVER ELECTRICAL EQUIPMENT. • EACH RESTROOM MUST HAVE AN EXHAUST SYSTEM. 16. ALL EXPOSED OR ACCESSIBLE P-TRAPS MUST BE PROVIDED WITH BOTTOM CLEANOUT PLUGS. • A WATERPROOF MEMBRANE BENEATH THE FINISH 17. INSULATE EXPOSED P-TRAPS,HOT AND COLD VALVES AND PIPING SERVING HANDICAPPED LAVATORIES. FLOOR SURFACE UP TO A HEIGHT TO 4"ALONG ALL 18. PRIOR TO ANY ISOLATION OF SYSTEMS,SHUTDOWNS OR DEMOLITION THE G.C.SHALL PROVIDE NECESSARY INVESTIGATION WALLS IS REQUIRED. AND NOTIFY THE FACILITIES ENGINEERINGIMAINTENANCE PERSONNEL OF WORK TO BE PERFORMED SO AS TO AVOID ANY 0 FLOOR FINISHES IN TOILET ROOMS SHALL BE CERAMIC DETRIMENTAL SHUTDOWN OF SYSTEMS TO ADJACENT SPACES. TILE WITH A COVED 6' BASE.TENANT IS REQUIRED To 12" 19. SPACE ABOVE CEILING IS INDICATED TO BE A RETURN AIR PLENUM.CONSTRUCTION MATERIALS ABOVE CEILING SHALL BE PROVIDE A WATERPROOF MEMBRANE BENEATH THE NONCOMBUSTIBLE,OR HAVE A MAXIMUM 25 FLAME SPREAD AND 50 SMOKE DEVELOPMENT FINISH RATING.WIRING SHALL BE FINISH FLOOR SURFACE UP TO A HEIGHT OF 4"ALONG J4" 0 LABELED PLENUM RATED TYPE PER NFPA 70. ALL WALLS. 3/4" Revisions: 20. NO PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT MAY BE SUPPORTED FROM THE SUSPENDED CEILING SYSTEM, 0 TOILET ROOM WALLS AND CEILING SHALL BE 1 3/4" Mark Date By BUT MUST BE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE. CONSTRUCTED OF METAL STUDS WITH 21. ALL FLOOR DRAINSICLEANOUTS ARE TO BE INSTALLED FLUSH WITH THE FINISHED FLOOR. WATER-RESISTANT 5/8' TYPE *X' GYP BOARD. I I _11� 90%DESIGN REVIEW SET 0 2" 1129121 STAFF 22, G.C.TO X-RAY EXISTING FLOOR TO DETERMINE LOCATIONS OF THE EXISTING UNDER FLOOR BUILDING COMPONENTS,PRIOR 0 A WATER SHUT-OFF VALVE IS REQUIRED AT EYE LEVEL. 1/2' ANY CORE DRILLING OR PLUMBING ROUGH-IN WORK IS STARTED. 1-1/2" 2112121 STAFF 100%BID ILL REVIEW SET r_IWC-1 r 2118121 STAFF F 4, PERMIT 3/4 PLUMBING CALCULATIONS 3 " 9/17/21 STAFF REVISED RESPONSIBILITIES TENANT TO PROVIDE FSK_5_� 4" LANDLORDS SCOPE OF WORK.SAN F.U. WTR.DMD. PLUMBING FIXTURE QTY. SAN F.U.EACH TOTAL CA F.U.EACH TOTAL A 9/20/21 STAFF RESUBMIT REVISIONS FOR PERMIT W.C.(PRESSURE ASSIST) 1 4.0 4.0 5.0 5.0 LAVATORY-SK5 1 1.0 1.0 2.0 2.0 PLUMBING SUPPLY PLUMBING - WASTE & VENT FLOOR DRAIN-FOI 1 2.0 2.0 0.0 0.0 SCALE: 1/4*=1'-0* SCALE: 1/4•=T-0• Engineer of Record TOTALS 7.0 7.0 k SERVICE CONNECTION SIZE SM. 4- WATER 314' PLUMBING FIXTURE KEY NOTES SUPPLY KEY NOTES - SANITARY & VENT Thorson-Baker CONNECTION SCHEDULE + Associates 1. CONNECT NEW VALVES AND METER TO EXISTING LANDLORD COLD WATER SUPPLY. VERIFY SUPPLY 1. CONNECT NEW SANITARY PIPING TO EXISTING SANITARY MAIN.FIELD VERIFY EXACT SIZE, LOCATION, C 0 N S U L T I N G FIXTURE DRAIN HOT COLD VENTIS J". IF SUPPLY IS LESS THAN J", INFORM NEXTORE PROJECT MANAGER IMMEDIATELY. AND POINT OF CONNECTION PRIOR TO ANY WORK. CONTRACTOR TO FIELD VERIFY SANITARY POINT OF E N G I N E E R S 117 7 4* - FOR EJECTOR PUMP SELECTION. CONNECTION INVERT PRIOR TO BID.CONTACT E.O.R. IMMEDIATELY IF INVERT CANNOT BE ACHIEVED 3030 West Streetsboro R WATER CLOSET Road 2. PROVIDE NEW METER REMOTE READER. VERIFY LOCATION WITH LANDLORD AND PROVIDE WHERE Richfield,Ohio 44286 &D THE LANDLORD DIRECTS. (330)659-6688 Phone LAVATORY 11/4' 112' 1/2' 1-1/4' 3. INSTALL NEW INSTANTANEOUS WATER HEATER BELOW LAVATORY. SEE ASSOCIATED DETAIL 2. CONNECT NEW VENT PIPING TO EXISTING VENT THROUGH ROOF.FIELD VERIFY EXACT SIZE, LOCATION, (330)659-6675 Fax 4. ALL PIPING TO BE CONCEALED AND INSTALLED TO COMPLY WITH LOCAL JURISDICTIONAL AND POINT OF CONNECTION PRIOR TO ANY WORK. FLOOR DRAIN FD1 2- - 1-1/2' REQUIREMENTS. 3. ALL PIPING TO BE CONCEALED AND INSTALLED TO COMPLY WITH LOCAL JURISDICTIONAL REQUIREMENTS. Seal FLOOR CLEAN OUT CO PIPE SIZE 0 P WALL CLEAN OUT PIPE SIZE INSTANTANEOUS WATER HEATER 3140 3/4' 90 P OREGON 0 NIEL EXPIRES STANDARD P.D.I. WH 201 WATER HAMMER ARRESTER SCHEDULE Archit8&%W&Job No.: 21-005 P.D.I.UNITS E Q IWH-1-\ Nextore Store Design Revision No.: FIXTURE UNITS 1-3 4-11 12-32 33-60 61-113 114-154 155-3301Q1 =WCO F-... ............ 07 FD1 __1J SK5 1Nextore PLUMBING SYMBOLS (ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON THE DRAWINGS) 1 WC Numberproject 82260 ___+O ELBOW UP ----3 CAP ON END LINE Brand Desiqn Type: A) SGH 4.5 G+ ELBOW DOWN I WALL CLEANOUT ( ) VALVE IN DROP 9 FLOOR CLEANOUT ISSUED FOR: ------- ®Construction -40+- TEE OUTLET UP 10 FLOOR DRAIN WITH P-TRAP 4=-4- TEE OUTLET DOWN M WATER METER fL UNION !_1D PLUMBING FIXTURES Title F,` BALL VALVE POINT OF NEW CONNECTION PLUMBING -4*4- CHECK VALVE TO EXISTING PIPING OR SYSTEM PLAN O/H OVERHEAD ------------ SANITARY PIPING(W) DN DOWN MECHANICAL - PLUMBING SUPPLY MECHANICAL - PLUMBING WASTE & VENT SANITARY VENT PIPING M U/G UNDERGROUND Date Sheet COLD WATER(CM SCALE: 1/4'=T-0* SCALE: 1/4'=1`0' 9/21 HOT WATER(HW) EXISTING Drawn By TBA P-100 Checked By TRA DESIGN &CONSTRUCTION MANAGEMENT: SCOPE: LANDLORD'S SPRINKLER CONTRACTOR MUST BE USED FOR ALL LAYOUT OF ALL MECHANICAL,ELECTRICAL,PLUMBING,AND FIRE ALL EQUIPMENT INSTALLATIONS,INCLUDING RELATED DUCTS, Enir Edina OVERVIEW: THE WORK SHOWN ON THIS DRAWING IS REFLECTING PROVIDE ALL REQUIRED SIGNS. PROVIDE ALL REQUIRED SYSTEM ACCEPTANCE TESTING SHALL INCLUDE: SPRINKLER$ASSOCIATED WORK. COORDINATE WITH GC.FOR PROTECTION WORK SHALL BE CAREFULLY PLANNED AND PIPING,VENTS,WIRING,CONTROLS,VALVES,ETC...,SHALL COMPLY THE GENERAL SCOPE OF WORK FOR THE FIRE PROTECTION ACCESSORIES. HYDRO-TESTING OF PIPING AT 200 PSI FOR 2 HOURS, INSTALLER INFQ COORDINATED WITH EACH OTHER AND ARCHITECTURAL REFLECTED WITH NATIONAL ELECTRICAL CODE(NEC)ARTICLE 110,PARA.110-16, ' CONTRACTOR. ACTUAL AND FINAL DESIGN,INCLUDING ANY OPERATIONAL TEST OF FLOW SWITCH,VIA THE INSPRS TEST CEILING PLANS TO ENSURE THAT CEILING HEIGHTS INDICATED WILL SUB.a.,AND ARTICLE 364,PAR.3844. EACH DISCIPLINE SHALL BE SUBMITTALS AND ALL RELATED COSTS,ARE TO BE BORNE BY THE DURING BIDDING,THE CONTRACTOR SHALL MEET WITH THE LOCAL CONNECTION. VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDS, BE MAINTAINED. NOTIFY ARCHITECT IN ADVANCE IF POTENTIAL RESPONSIBLE FOR THE PROVISIONS SET FORTH IN THE ABOVE NEC FIRE PROTECTION CONTRACTOR. FIRE DEPARTMENT AND LANDLORD TO REVIEW ALL DRAWINGS AND OPERATIONAL TEST OF TAMPER SWITCHES. CONFLICTS MAY EXIST. MODIFICATIONS TO WORK IN PLACE DUE TO ARTICLES. !4000 LmmHka Place,Mawr,OH 45040 i.1(513)765-6000 TO DETERMINE THE CRITERIA AND ALL RELATED DETAILS AS MAIN DRAIN TEST DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL FAILURE TO PROPERLY a 6 creamery Brock,East Granby,CT 06026 .1(660)413-9700 THE SCOPE OF THIS INSTALLATION IS TO MODIFY THE EXISTING REQUIRED TO MEET THE APPROVAL OF THE FIRE DEPARTMENT FOR OPERATIONAL TEST OF CONTROL VALVES,WHILE UNDER SYSTEM VISIT THE SITE PRIOR TO BIDDING OR AWARD OF THE CONTRACT TO COORDINATE LAYOUTS WITH OTHER TRADES SHALL BE AT THE SPRINKLER SYSTEM THROUGHOUT THE TENANT SPACE AND THE DESIGN AND INSTALLATION OF THE SPRINKLER SYSTEM AND PRESSURE. INSPECT EXIS.FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE CONTRACTORS EXPENSE. STORE 43757 4 INSTALL NEW SPRINKLER HEADS FOR THIS TENANT FROM THE COVERAGE. CONTRACTORS FAILURE TO VERIFY REQUIREMENTS ALL LABOR MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE EXISTING DISTRIBUTION SYSTEM. DURING BIDDING,VISIT PROJECT AND CRITERIA DURING BIDDING SHALL NOT RELIEVE THE PENETRATIONS OF FIRE RATED ASSEMBLIES TO BE FIRE-CAULKED TO EXIS.CONDITIONS. SPRINKLER SHOP DRAWINGS SHALL BE SUBMITTED TO THE LOCAL 'W'ashington Square FACILITY AND REVIEW THE DRAWINGS FOR ALL OTHER TRADES TO CONTRACTOR OF COMPLYING WITH THE CRITERIA WITHOUT PER AN UL LISTED DETAIL,TO BE SHOWN ON THE SHOP DWGS. FIRE MARSHALL AND RECEIVE THEIR APPROVAL BEFORE ANY DETERMINE EXISTING CONDITIONS AND THE SCOPE AND EXTENT OF ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL CONTACT THE ARCHITECT,ENGINEER OR INSTALLATION CAN BEGIN. APPROVED DRAWINGS MUST BE AT THE 9348 SW Washington Square Road THE REQUIRED WORK. REFER TO SPECIFICATION SECTION 15300 DESIGN APPROACH: OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND JOB SITE DURING CONSTRUCTION. PROVIDE A COPY OF THE Tigard, O R 97223 FOR ADDITIONAL CRITERIA. HEADS SHOWN ON DRAWINGS ARE ALL FIRE PROTECTION WORK SHALL BE GOVERNED BY ALL INDICATE A HYDRAULICALLY CALCULATED FIRE PROTECTION CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL APPROVAL LETTER TO THE ARCHITECT. RESPONSIBLE FORTHE SCHEMATIC ONLY. EPROTECTION CONTRACTOR IS EXACT PLACEMENT AND CODE SPECIFICATIONS.ETIONS OF DIVISION 1 AND DIVISION 15 OF THE SPRINKLER SYSTEM IN ACCORDANCE WITH LANDLORUS UNDERWRITERS FIRE RATING(INSPECTION BUREAU AND TNSURANCE COSTS TO MEET ALL CODES. THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, SPRINKLER SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER Space: W 14A COMPLIANCE. COORDINATE WITH ALL OTHER TRADES. SUBMIT SHOP DRAWINGS. VERIFY AVAILABLE WATER SUPPLY ENGINEER OR OWNER AFTER BIDDING WILL AND THE LOCAL FACTORY MUTUAL OFFICE TO RECEIVE THEIR PIPE SUPPORTS: HANGERS,CLAMPS,RODS,AND OTHER STATIC,RESIDUAL PSI,AND GPM OF FLOW NUMBERS WITH MALL BE FINAL AND SHALL BE IMPLEMENTED AT THE CONTRACTORS APPROVAL BEFORE ANY INSTALLATION CAN BEGIN.APPROVED Construction for: WHERE APPLICABLE,ALL PIPING SHALL BE CONCEALED ABOVE ACCESSORIES OF AN APPROVED TYPE AND IN SUFFICIENT NUMBER OPERATIONS DIRECTOR PRIOR TO BID COST. DRAWINGS MUST BE AT THE JOBSITE DURING CONSTRUCTION. HUNG CEILINGS AND WITHIN CHASES AND FURRED-IN PASSAGES. TO PROPERLY SUPPORT ALL PIPING SHALL BE FURNISHED AND PIPING AND SPRINKLER HEADS SHALL BE COORDINATED WITH INSTALLED. PIPING SHALL BE SUPPORTED BY ROUND WROUGHT PIPING TO BE STEEL WITH COMPATIBLE FITTINGS PER NFPA 13. USE BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF PLUMBING,HEATING AND ELECTRICAL CONTRACTOR TO LIGHTS,DUCTS,ETC. NO STRUCTURAL MEMBER SHALL BE CUT OR U-TYPE APPROVED ADJUSTABLE HANGERS. SCH40 FOR BRANCHLINES,AND SCH-10 FOR MAINS. OTHER LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS COORDINATE EQUIPMENT,DUCT,PIPING,AND CONDUIT DRILLED WITHOUT FIRST OBTAINING WRITTEN PERMISSION FROM DEVICES AND MATERIALS TO BE PER NFPA 13. THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE INSTALLATIONS TO ASSURE PROPER CLEARANCES AND NEEDED THE ENGINEER OR OWNERS REPRESENTATIVE. SPRINKLER SYSTEM SHALL BE ENGINEERED BY INDIVIDUAL WITH GOVERNING CODES,THE PLANS AND SPECIFICATIONS NOT ROOM TO INSTALL RESPECTIVE SYSTEMS.ALL CONTRACTORS TO QUALIFIED BY THE STATE. THE LANDLORD REQUIRES NOTICE PRIOR TO PERFORMING WORK WITHSTANDING. THE CONTRACTOR SHALL ALERT COORDINATE PIPE PENETRATIONS THROUGH WALLS AND ROOF, OBTAIN AND PAY FOR ALL NECESSARY PERMITS,APPROVALS, ON THE EXISTING SPRINKLER SYSTEM. SPRINKLER CONTRACTOR ARCHITECT,ENGINEER OR OWNER OF ANY APPARENT PATCH TO MEET CODES. INSPECTIONS AND TESTS ASSOCIATED WITH THIS WORK. PROVIDE ALL SPRINKLER HEADS LOCATED IN CEILING TILE SHALL BE SHALL BE RESPONSIBLE FOR COORDINATION WITH LANDLORD AND DISCREPANCIES BETWEEN GOVERNING CODES AND SHOP DRAWINGS AND HYDRAULIC CALCULATIONS AS REQUIRED CENTERED IN 2X2 TILE, FOR ALL ASSOCIATED COSTS WITH DRAIN DOWNS AND REFILLING DESIGN INTENT. FOR APPROVALS FROM STATE AND LOCAL AUTHORITIES. OBTAIN OF THE SPRINKLER SYSTEM. Q CD TO ALL APPROVALS PRIOR UNDERTAKING ANY WORK. BUILDING IS MERCANTILE OCCUPANCY. 0 Ln 00 0 v fl X Nn' O ca 4- pp 11 v O a U co � I ....—...—...—...�:::—::: —...—...—...—..._....—...� ..—..:—:..—...—...—...—...—I( � �� 11 � cJ ) V' a L: FIRE PROTECTION LEGEND ( I ! I 1 I I 1 II II � I SYMBOL DESCRIPTION I I 1 L: 1 I I 1 !� CONCEALED QUICK RESPONSE HEAD I ! 1 `� �,,._,,,^y t• __ SUPPLY FACTORY PAINTED CUSTOM COLOR FACE PLATES FOR THE RECESSED HEADS. PLACE I I Ii (TYP) I I I i 1 ORDER FOR FACE PLATES EARLY IN JOB. COLOR TO MATCH ADJACENT CEILING COLOR. �� I I Revisions: I l ! I � t l 1 11 I I I I -- L i l l Mark Date By ------------- ---- ------------------- ---------- ------------- � r--- —v'--=�------•la--------- -- ---1 r-- ----r---� r--- — --- � 1 .. '� 1 1 I 1 1/29/21 STAFF SEMI RECESSED CHROME QUICK RESPONSE HEAD ' /,�! I I ( I\�� ( I !�� I ; •{ ! 90%DESIGN REVIEW SET j J NEW FIRE PROTECTION PIPING I 1 1 ♦\� I ! ! w I 1 I \J I EXISTING FIRE PROTECTION PIPING G` f ! I - - i i I ; J ! II i t i 2/12/21 STAFF DOWN UP ' 1 ter, 1 1 � 1 I .� '• I I 100%BID/L.L REVIEW SET j 7 O j PIPE RISERS :::—# :::—:::—:: :::�:..�...—... j j POINT OF CONNECTION P( OC} j �— --_�''— ---�---�---- ---- — —'"--"4-- ---�—� I I 1 I I I I� I 1 3 2/14/21 STAFF E CAPPED PIPING PERMIT Ws� A9/17/21 STAFF ,� II I iE II 11 11 I II I II I 1 I I 11 1 1 1 1 ! 1 1 II t ! I 1 REVISED RESPONSIBILITIES TENANT TO PROVIDE I I 1 1 I I I ! 1 1 1 I (_--`-- ----�--t LANDLORDS SCOPE OF WORK. 1 KEY NOTES - FIRE PROTECTION PLAN j Q 9/20121 STAFF I I Y I I I I 1 1 1 I 1 I I I 1 r-J RESUBMIT REVISIONS FOR PERMIT 1. DISCONNECT AND REMOVE EXISTING SPRINKLER HEADS. RE-WORK PIPING AS REQUIRED. - - - - - - - 1. PROVIDE NEW SPRINKLERS IN SPACE. NOTE PLACEMENT OF HEADS ON THIS PLAN IS FOR UNIFORMITY,STYLE OF HEAD AND CEILING t APPEARANCE. FIRE PROTECTION CONTRACTOR HAS THE LATITUDE TO ADJUST THE HEADS WHERE REQUIRED BY CODE OR CALCULATION. WHEN HEADS ARE RELOCATED,MAINTAIN SYMMETRY IN TILES AND IN SOFFITS. I I Engineer of Record 10 FIRE SPRINKLER - DEMOLITION SCALE: 1/4'=1'-0' Thorson *Baker FIRE PROTECTION DEFERRED SUBMITTAL REQUIREMENTS + Associates The fire protection plans provided in this set of drawings is for design intent. E N GS N E E IR S The General Contractor shall i q engage the fires sprinkler contractor when required, the landlord required contractor shall be used to complete the I l I I 3030 West Streetsboro Road p q p Richfield,Ohio 44286 installation that is compliant with applicable codes. (330)659-6688 Phone p pp I I � (330)659-6675 Fax Include submittals to the jurisdiction as required to secure permit and certificate of occupancy. Include all design and jurisdictional fees as required for i i I this work. Seal THIS SHEET IS REFERENCE ONLY. i RESPONSIBILITY SCHEDULE (FIRE PROTECTION) [ I FULL SUBMITTAL O _ �T= TENANT Q OF FIRE �> �� , AQP GC= GENERAL CONTRACTOR i I PROTECTION IS TO p F� {� q}- t`� LL= LANDLORD O O O O BE DEFERRED. �,�P��C��OG � MW= MILLWORKER • N/A=NOT APPLICABLE i I /DIVISION 15000 - FIRE PROTECTION SUPL RCV. INSTL EX'G P&R RELO REMARKS -� ACCESS PANELS GC GC GC 1 COORDINATE WITH TRADES FOR SIZE AND LOCATION. t I SPRINKLER SYSTEM MODIFICATIONS GC GC GCI BY L.L.DESIGNATED CONTRACTOR AT G.C.EXPENSE.GC RESP.FOR MODIFICATIONS,DRAWINGS,AND APPROVALS. ( I /� Architect/Engineer Job No.: I FIRE SPRINKLER MAW GC GC GC 1• / 21-005 Nextore Store Design Revision No.: I I (TMP) MEP RESP SCHEDULE-REV00. t 07 _ I 71 0 O I O Nextore project 1 Number 82260 r, s Brand Design Type: SGH 4.5 G+ J/ I ISSUED FOR: ®Construction -- -- -- - - - -- -- - -- - - - - - - - - - - - - a e Title 20 FIRE SPRINKLER - NEW WORK � FIRE PROTECTION PLAN SCALE: 1/4'=1'-0' w Date Sheet 1/29/21 Drawn By TBA FP-100 Checked By TBA