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HomeMy WebLinkAboutCOMA2025-000880GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY, SUITE #343A GRAPEVINE, TX 76051 TABS - 2025011782 GENERAL NOTES "**GC TO CONFIRM ALL REQUIREMENTS WITH LINESIGHT PRIOR TO START OF CONSTRUCTION' 1, THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND OTHER ORDINANCES CODES AND REGULATIONS LISTED IN THE SPECIFICATIONS OR ON THE DRAWINGS, AND REQUIRED BY LOCAL BUILDING AUTHORITIES, THE GOVERNING CODES, RULES AND REGULATIONS ARE COLLECTIVELY REFERRED TO AS "THE CODE," THE CONTRACTOR SHALL REPORT ANY INCONSISTENCIES, CONFLICTS OR OMISSIONS DISCOVERED TO THE ARCHITECT FOR INTERPRETATION PRIOR TO PERFORMING THE WORK. 2, THE GENERAL CONTRACTOR SHALL CONTACT BUILDING MANAGEMENT TO DETERMINE THE RULES OF THE BUILDING RELATIVE TO CONSTRUCTION; WHEN AND HOW DELIVERIES CAN BE MADE, WHAT PHASES AND TYPES OF CONSTRUCTION MAY BE DONE ON REGULAR OR OVERTIME BASIS, AND IN GENERAL ANY SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THE COST OF ALL WORK BORNE BY THE GENERAL CONTRACTOR, ALL WORK SHALL CONFORM TO ALL BASE BUILDING STANDARD SPECIFICATIONS AND BUILDING REGULATIONS, WHICH THE CONTRACTOR SHALL OBTAIN PRIOR TO SUBMISSION OF BID. 3, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUB -CONTRACTORS' RECEIPT OF COMPLETE SETS OF THESE DOCUMENTS, AS WELL AS ALL FUTURE ADDENDA, BULLETINS, FIELD DIRECTIVES AND CHANGE ORDERS. 4, ELECTRONIC DOCUMENT SUBMITTAL SERVICE 4.1. ALL DOCUMENTS TRANSMITTED FOR PURPOSES OF ADMINISTRATION OF THE CONTRACT ARE TO BE IN ELECTRONIC (PDF) FORMAT, AS APPROPRIATE TO THE DOCUMENT, AND TRANSMITTED VIA AN INTERNET-BASED SUBMITTAL SERVICE THAT RECEIVES, LOGS AND STORES DOCUMENTS, PROVIDES ELECTRONIC STAMPING AND SIGNATURES, AND NOTIFIES ADDRESSEES VIA EMAIL. 4.1.1. USERS OF THE SERVICE NEED AN EMAIL ADDRESS, INTERNET ACCESS, AND PDF REVIEW SOFTWARE THAT INCLUDES ABILITY TO MARK UP AND APPLY ELECTRONIC STAMPS. 4.1.2. PAPER DOCUMENT TRANSMITTALS WILL NOT BE REVIEWED. 4.1.3. ALL OTHER SPECIFIED SUBMITTAL AND DOCUMENT TRANSMISSION PROCEDURES NOTED ELSEWHERE APPLY, EXCEPT THAT ELECTRONIC DOCUMENT REQUIREMENTS DO NOT APPLY TO SAMPLES OR COLOR SELECTION CHARTS. 4.1.4. ARCHITECT WILL UTILIZE NEWFORMA PROJECT CENTER AS ITS INTERNET-BASED SERVICE. THIS SERVICE IS AVAILABLE AT NO CHARGE FOR THE CONTRACTOR TO TRANSMIT SUBMITTALS AND RFIS AND IS SOLELY INTENDED FOR ARCHITECT'S RECEIPT AND DISTRIBUTION PURPOSES ONLY, NO DOCUMENTS WILL BE STORED FOR TEAM RETRIEVAL ON THIS SITE. 4.1.5. ARCHITECT WILL NOT UTILIZE CONTRACTOR'S SERVICE, 4.1.6. ARCHITECT WILL RETURN DOCUMENTS TO CONTRACTOR VIA CLOUD -BASED INFORMATION EXCHANGE SERVICE FOR CONTRACTOR'S RECORD, USE, AND DISTRIBUTION, 4.2. PROJECT CLOSEOUT: ARCHITECT WILL DETERMINE WHEN TO TERMINATE THE SERVICE FOR THE PROJECT, 4.3. PROJECT CLOSEOUT: CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ARCHIVE COPIES OF FILES FOR OWNER AND ARCHITECT. 5. THE AIA STANDARD DOCUMENT "A201" TITLED "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" SHALL BE CONSIDERED PART OF THE GENERAL CONDITIONS OF THIS WORK. 6, THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING MANAGEMENT THE STORAGE OF MATERIALS AND SHALL PROVIDE PROTECTION AS NECESSARY TO PREVENT VANDALISM AND LOSS OF MATERIALS BY THEFT OR DAMAGE SUSTAINED DUE TO EXPOSURE TO INAPPROPRIATE ENVIRONMENTAL CONDITIONS AND WILL REPAIR & REPLACE DAMAGE OR LOSSES AT THE CONTRACTOR'S EXPENSE WITHOUT CHARGE TO THE OWNER, 7, WHERE ADJACENT AREAS BEYOND THE IMMEDIATE CONSTRUCTION AREA WILL BE OCCUPIED DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL: 7.1. CONFORM TO OWNERS AND TENANT REQUIREMENTS FOR HOURS OF CONSTRUCTION OPERATIONS, ACCESS TO TENANT SPACES AND ALLOWABLE NOISE LEVEL DURING TENANT BUSINESS HOURS, 7.2. CONSTRUCTION OPERATIONS SHALL NOT BLOCK HALLWAYS ACCESSIBLE ROUTES OR MEANS OF EGRESS FOR TENANTS OF BUILDING, 7.3. CONSTRUCTION OPERATIONS SHALL NOT CAUSE INTERRUPTIONS OF ELECTRICAL SERVICES TO THE TENANTS OF THE BUILDING WITHOUT PRIOR NOTIFICATION AND APPROVALS, PROPERLY PROTECT ALL FLOORS, MAIL CHUTES AND STAIR DOORS IN PUBLIC AREAS SUBJECT TO CONSTRUCTION TRAFFIC. SHOE WIPING MATS WILL BE INSTALLED AT ALL OPENINGS BETWEEN CONSTRUCTION AREAS AND ALL PUBLIC SPACES. ALL ACTIVE AREAS SHALL BE KEPT CLEAN AND FREE FROM DEBRIS. 7.4. ERECT AND MAINTAIN TEMPORARY BRACING, LIGHTS, DUSTPROOF PARTITIONS, BARRICADES, FENCES AND WARNING SIGNS AS NECESSARY TO PREVENT INJURY, NOISE, DUST AND INCONVENIENCE TO OTHER TENANTS, THE PUBLIC, AND TO PREVENT DAMAGE TO ADJACENT CONSTRUCTION WHICH IS TO BE LEFT IN PLACE. 7.5. CONTRACTOR SHALL FOLLOW THE RECOMMENDED CONTROL MEASURES OF THE SHEET METAL AND AIR CONDITIONING NATIONAL CONTRACTORS ASSOCIATION (SMACNA) IAQ GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION, 2ND EDITION 2007, ANSI/SMACNA 008-2008 (CHAPTER 3). PROTECT STORED ON - SITE AND INSTALLED ABSORPTIVE MATERIALS FROM MOISTURE DAMAGE. 7.6. IF PERMANENTLY INSTALLED AIR HANDLERS ARE USED DURING CONSTRUCTION, FILTRATION MEDIA WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV 8 MUST BE USED AT EACH RETURN AIR GRILLE. 8, ALL CUTTING, CHASING, DRILLING OR DEMOLITION OF WALLS, SLABS, ETC. REQUIRING THE USE OF JACKHAMMERS OR OTHER HEAVY HAND OR POWER TOOLS SHALL BE PERFORMED AFTER REGULAR BUSINESS HOURS ON AN OVERTIME BASIS IF NECESSARY, UNLESS THE BUILDING MANAGEMENT AND ANY AFFECTED TENANTS PROVIDE A WRITTEN WAIVER EXPRESSLY PERMITTING OTHERWISE. 9, THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, THE CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION, AS NECESSARY AND REQUIRED BY GOVERNING AGENCIES HAVING JURISDICTION, UNTIL CLIENT ACCEPTANCE OF THE PREMISES, 10. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROVISION AND MAINTENANCE OF ALL BRACING, SHORING, ENCLOSURES, BARRIERS OR SCAFFOLDING REQUIRED TO PROVIDE A SAFE WORKING ENVIRONMENT AS DICTATED BY SITE CONDITIONS AND THE PROGRESS OF WORK, 11. DURING THE ENTIRE CONSTRUCTION PERIOD, ALL EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED IN CONFORMANCE WITH LOCAL BUILDING CODE AND OTHER GOVERNING ENTITY REQUIREMENTS. UNO, ALL EXISTING, SERVICES AND DEVICES SHALL REMAIN ACTIVE. 12. THE CONTRACTOR SHALL PROTECT THE PROPERTY OF THE CLIENT AND THE BUILDING OWNER, INCLUDING, BUT IS NOT LIMITED TO, WINDOWS, FLOOR AND CEILING FINISHES PUBLIC TOILETS ELEVATORS DOORS & BUCKS Q ELECTRICAL AND AIR-CONDITIONING EQUIPMENT, THE CONTRACTOR SHALL PROTECT ADJOINING PROPERTY, DAMAGE CAUSED BY THE CONTRACTOR'S WORK OR WORKMEN MUST BE MADE GOOD, IN A TIMELY FASHION, PATCHING AND REPLACEMENT OF DAMAGED WORK SHALL BE PERFORMED AT THE COST OF THE CONTRACTOR, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL SUB -CONTRACTORS, IF THE CONTRACTOR FAILS TO _ COMPLETE THE REPAIRS IN A TIMELY FASHION, SAID REPAIRS WILL BE MADE BY A CONTRACTOR SELECTED BY THE OWNER'S REPRESENTATIVE AND BACK CHARGED ACCORDINGLY. �i 13. THE CONTRACTOR SHALL INDEMNIFY AND SAVE HARMLESS THE LANDLORD, THE TENANT, AND ARCHITECT AGAINST ANY AND ALL CLAIMS AND DEMANDS FOR THE DAMAGE TO THE PROPERTY OF ANY PERSON, FIRM OR INDIVIDUAL OR FOR PERSONAL INJURIES (INCLUDING DEATH) ARISING OUT OF, OR SUFFERED WHILE ENGAGED IN, OR C AUSED, IN WHOLE OR IN PART, BY THE EXECUTION OF THE WORK; THE CONTRACTOR SHALL WELL AND TRULY DEFEND THE LANDLORD, TENANT AND ARCHITECT AND N SHALL PAY ALL MONIES AWARDED FOR SUCH DAMAGES OR INJURIES (INCLUDING DEATH), ALL COSTS INCLUDING ATTORNEYS FEES SUSTAINED, AND SHALL OBTAIN A FULL ACQUAINTANCE AND RELEASE IN FAVOR OF THE LANDLORD, TENANT AND ARCHITECT, UNLESS SUCH LIABILITY RESULTS SOLELY FROM THE NEGLIGENCE OF THE LANDLORD, TENANT, ARCHITECT, ITS AGENTS OR EMPLOYEES, 14. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THE PERFORMANCE OF ANY WORK, NOR FOR THE MEANS AND METHODS OF CONSTRUCTION CHOSEN BY THE E CONTRACTOR OR ANY SUB -CONTRACTORS, NOR SHALL THE ARCHITECT GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS, L a 15. THE CONTRACTOR SHALL PERFORM DAILY CLEANING OF THE JOB SITE DURING THE CONSTRUCTION PERIOD AND SHALL PROTECT FINISHED WORK FROM DAMAGE, IMMEDIATELY PRIOR TO TENANT OCCUPANCY, THE CONTRACTOR SHALL PERFORM FINAL CLEANING OF THE WORK AREA INCLUDING, BUT NOT LIMITED TO, WET WIPING OF FURNITURE, AND CASEWORK, WASHING AND WAXING OF VCT FLOORING AND THE VACUUMING OF CARPET, ALL CLEANING SHALL BE IN ACCORDANCE WITH a MANUFACTURERS' RECOMMENDATIONS, c� 16. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL SUB -CONTRACTORS AND SHALL PERFORM SUCH MISCELLANEOUS WORK AS MAY BE L NECESSARY FOR THEM TO COMPLETE THEIR WORK, IT IS EXPECTED THAT THE CONTRACTOR SHALL ALSO CLOSELY COORDINATE THE WORK WITH THAT OF ALL OTHER E VENDORS RETAINED BY THE CLIENT TO ASSURE THAT ALL SCHEDULES ARE MET AND THAT WORK PROCEEDS WITHOUT DELAY. a 17. BIDDERS, BEFORE SUBMITTING PROPOSALS, SHALL VISIT AND CAREFULLY EXAMINE THE AREA AFFECTED BY THE WORK TO FAMILIARIZE THEMSELVES WITH THE 0 EXISTING CONDITIONS AND THE DIFFICULTIES THAT WILL AFFECT THE EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE o THAT SUCH AN EXAMINATION HAS BEEN MADE, AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT, OR MATERIALS, REQUIRED BECAUSE OF °J DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN REASONABLY FORESEEN HAD SUCH AN EXAMINATION BEEN MADE. THE GENERAL CONTRACTOR SHALL VERIFY ° ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND REPORT ANY AND ALL DISCREPANCIES AND/OR UNUSUAL CONDITIONS TO THE ARCHITECT PRIOR TO a FINALIZING BIDS OR COMMENCEMENT OF ANY CONSTRUCTION, 18. THE GENERAL CONTRACTOR SHALL MAKE KNOWN ANY AND ALL LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS TO THE PROJECT DURING THE BID SELECTIONS PERIOD, a ANY AND ALL LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS NOT ITEMIZED IN THE BID PROPOSAL DOCUMENTS ARE PRESUMED "INCLUDED", IN WHICH CASE NO ADDITIONAL MONIES WILL BE ALLOCATED FOR THIS WORK. 00 In 19. EXISTING CONSTRUCTION AND DIMENSIONS SHOWN ARE PER EXISTING DRAWINGS. ALL EXISTING INFORMATION MUST BE VERIFIED IN THE FIELD. NEITHER THE OWNER Ln NOR THE ARCHITECTS ARE RESPONSIBLE FOR ACCURACY OF EXISTING INFORMATION, EXISTING CONSTRUCTION CONDITIONS IN AREAS WHERE NEW WORK IS NOT PLANNED MAY BE NOT COMPLETELY SHOWN. 20. WITHIN ONE (1) WEEK (5 BUSINESS DAYS) OF THE AWARD OF THIS CONTRACT, PRIOR TO MOBILIZATION FOR ANY WORK, THE CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE SHOWING CHRONOLOGICALLY THE PHASES OF THE WORK AND ALL RELATED WORK FOR THE COMPLETION OF THE PROJECT, THIS SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIMES, LENGTH OF TIME FOR EACH PHASE, ITS START AND COMPLETION, WITH A PROJECT COMPLETED DATE, ALL CHANGES REQUIRE APPROVAL OF REVISED PLANS APPROVED PLANS SHALL BE KEPT ON JOBSITE AT ALL TIMES CONSTRUCTION HOURS 7:00 A.M. - 7:00 P.M. MONDAY - SATURDAY ONLY NO WORK PERMITTED ON SUNDAY SEPERATE PLUMBING, MECHANICAL, ELECTRICAL AND SIGN PERMITS SHALL BE REQUIRED. 21. CONTRACTOR AND SUBCONTRACTORS SHALL ATTEND JOB MEETINGS REQUIRED BY THIS CONTRACT, 22. THE CONTRACTOR SHALL OBTAIN ALL PERMITS FOR ALL SITE DEVELOPMENT WORK, PAY ALL FEES FOR PERMITS AND CHECK ALL GOVERNING AUTHORITIES' SPECIFICATIONS FOR BUT NOT LIMITED TO, GUTTERS, SIDEWALKS, POLES, AND OTHER STRUCTURES, INCLUDING THE REMOVAL OR RELOCATION OF EXISTING UTILITIES OR OTHER PHYSICAL OBJECTS SHOWN ON PLANS OR NOTED OTHERWISE. 23. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE MUNICIPAL AUTHORITIES HAVING JURISDICTION PRIOR TO START OF CONSTRUCTION, 24. ALL COSTS FOR INSPECTIONS AND/OR TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, UNO, 25. THE CONTRACTOR SHALL PAY THE EXPENSES FOR ALL TRANSPORTATION, HOISTING AND ELEVATOR USE CHARGES ON ALL MATERIALS OR EQUIPMENT TO THE POINT OF USE, AND SHALL BE RESPONSIBLE FOR ALL UNLOADING, CHECKING AND STORAGE OF THE SAME IN CONNECTION WITH THIS CONTRACT. 26. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS, MAINTAIN AND PAY ALL COSTS FOR TEMPORARY WATER, PLUMBING, POWER, LIGHTING, HEATING OR VENTILATION REQUIRED TO PROPERLY CONDUCT THE WORK, 27. DO NOT SCALE THESE DRAWINGS; WRITTEN DIMENSIONS SHALL GOVERN, SHOULD ANY DIMENSIONAL DISCREPANCIES BE ENCOUNTERED, CLARIFICATIONS SHALL BE OBTAINED FROM THE OFFICE OF THE ARCHITECT. 28, LARGE SCALE DETAILS SHALL GOVERN OVER SMALLER SCALE PLANS AND ELEVATIONS. 29. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURERS' RECOMMENDATIONS, ANY DIFFICULTIES ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATELY, 30. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL WARRANTEE ALL WORK PERFORMED BY HIM DIRECTLY FOR A MINIMUM PERIOD OF ONE (1) YEAR AS SPECIFIED IN THE CONSTRUCTION CONTRACT. ALL DEFECTS OCCURRING IN THE GUARANTEED PERIOD SHALL BE CORRECTED AT NO ADDITIONAL COST. 31. THE CLIENT, ARCHITECT, CONSULTANTS AND ALL INSPECTORS FROM PERTINENT AGENCIES SHALL BE PERMITTED ACCESS TO THE JOB SITE AT ALL TIMES DURING NORMAL WORKING HOURS, 32, THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO EXECUTE ALL WORK, EXCEPT WHERE NOTED AS NOT IN CONTRACT (NIC). 33, MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK, SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS, UNLESS OTHERWISE AGREED UPON. WHERE THE CONTRACT, CONSTRUCTION NOTES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING CODE, OR ANY OTHER ENTITY HAVING JURISDICTION OVER THE WORK, THE WORK OF THE MORE STRINGENT NATURE CALLED SHALL BE FURNISHED IN ALL CASES, 34. FOR ALL MATERIALS PURCHASED THE CONTRACTOR SHALL FURNISH MATERIALS WHICH YIELD THE HIGHEST PERCENT OF PRE -CONSUMER (POST- INDUSTRIAL) AND POST -CONSUMER RECYCLED CONTENT, THE CONTRACTOR SHALL FURNISH THESE MATERIALS WITHIN THE PARAMETERS OF THE BUDGET AND SHALL NOT PURCHASE ANY COST -ADDING MATERIAL OR PAY A PREMIUM (MORE THAN FAIR MARKET VALUE) WITHOUT PROJECT MANAGER AND OWNER ACKNOWLEDGEMENT AND APPROVAL. 35. FOR ALL MATERIALS PURCHASED THE CONTRACTOR SHALL FURNISH MATERIALS MANUFACTURED WITHIN A 500 MILE RADIUS OF THE PROJECT SITE WHERE AVAILABLE, WITHIN BUDGET, WITHIN FAIR MARKET VALUE AND DO NOT PRESENT RISK TO THE PROJECT SCHEDULE. 36. FOR ALL NEW WOOD PRODUCTS INCLUDING BUT NOT LIMITED TO PARTICLE BOARD, MDF, PLYWOOD, OSB AND WOOD DOORS, THE CONTRACTOR SHALL FURNISH MATERIALS THAT CONTAIN NO ADDED UREA -FORMALDEHYDE, 37, DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT FIELD CONDITIONS. REQUIRED MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 38, ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER BY MECHANICS AND TRADESPERSONS SKILLED IN THEIR RESPECTIVE TRADES AND IN ACCORDANCE WITH THE BEST TRADE PRACTICES. 39. THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY AND DELIVERY TIMES FOR ALL SPECIFIED MATERIALS & EQUIPMENT REQUIRED TO PERFORM THE WORK UPON RECEIPT OF THE CONTRACT DOCUMENTS, SHOULD THE AVAILABILITY OF SPECIFIED ITEMS POSE A DELAY TO THE ON -TIME COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY AND PROPOSE AN EQUIVALENT SUBSTITUTION TO BE REVIEWED BY THE ARCHITECT IF SUCH A DELAY IS NOT ACCEPTABLE. 40. SUBSTITUTION OF ALL EQUALS SHALL BE ONLY AS APPROVED BY THE ARCHITECT, WHERE THE TERM "OR EQUAL" IS USED THE ARCHITECT SHALL BE THE SOLE JUDGE OF EQUALITY BASED UPON THE INFORMATION FURNISHED BY THE CONTRACTOR. SUBSTITUTIONS MUST BE ACCEPTED IN WRITING BEFORE THEY MAY BE USED. 41. THE CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY THE ARCHITECT, FOR ALL MATERIALS AND EQUIPMENT SPECIFIED. IF THE CONTRACTOR, THE OWNER, OR THE OWNER'S REPRESENTATIVE SUBSTITUTES A MATERIAL, METHOD OF ATTACHMENT, REVISES A CONSTRUCTION DETAIL, OR IN ANY WAY ALTERS THE WORK SUCH THAT IT NO LONGER CONFORMS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACCEPTANCE OF THE ARCHITECT, SUCH ACTION WILL RELIEVE THE ARCHITECT OF ANY RESPONSIBILITY OR LIABILITY INCLUDING, BUT NOT LIMITED TO, AESTHETIC CONSEQUENCES, SUBSEQUENT FAILURES) AND PERSONAL OR PROPERTY DAMAGE ATTRIBUTABLE TO THIS CHANGE. 42, REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT, 43, SUBMITTALS THAT CONTAIN EXCESSIVE ERRORS OR ARE INCOMPLETE OR INADEQUATE MAY BE RETURNED WITHOUT ACTION. COSTS INCURRED FOR THE RESULTANT DELAYS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, 44. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR OF OBLIGATIONS OR RESPONSIBILITIES FOR DEVIATIONS FROM THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS, UNLESS THE ARCHITECT IS NOTIFIED AND SPECIFICALLY APPROVES OF, THE DEVIATIONS AT THE TIME OF SUBMISSION, 45. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR'S OBLIGATION FOR COORDINATION NOR WAIVE RESPONSIBILITY FOR ERRORS AND OMISSIONS IN THE SUBMITTALS, INCLUDING "FIELD MEASURE." 46. CHANGES IN THE SCOPE OF WORK OR IN CONSTRUCTION DETAILS, WHETHER DUE TO FIELD CONDITIONS OR OMISSIONS BY THE CONTRACTOR, ARCHITECT OR OWNER, SHALL BE DOCUMENTED BY THE ARCHITECT AND APPROVED, PRIOR TO EXECUTION. 47, THE PRESENCE OF A REPRESENTATIVE OF THE ARCHITECT ON THE JOB SITE DOES NOT IMPLY CONCURRENCE WITH OR THE APPROVAL OF ANY WORK, THE CONTRACTOR SHALL CALL TO THE ATTENTION OF THE ARCHITECT, IN WRITING, ALL SPECIFIC ITEMS FOR WHICH ARCHITECT'S REVIEW IS REQUIRED. 48, UPON SUBSTANTIAL COMPLETION OF WORK THE CONTRACTOR SHALL PREPARE A "PUNCHLIST" OF CORRECTIONS AND UNSATISFACTORY AND/OR INCOMPLETE WORK FOR REVIEW BY THE ARCHITECT. 49. THE CONTRACTOR SHALL MAINTAIN AT THE SITE, ONE RECORD COPY OF ALL DRAWINGS, PERMITS, SUBMITTALS AND SAMPLES ON WHICH TO RECORD ALL CHANGES DURING CONSTRUCTION. ACCESS TO THESE SHALL BE PROVIDED FOR THE USE OF ALL TRADES, CLIENT REPRESENTATIVES AND THE ARCHITECT, DURING ALL PHASES OF CONSTRUCTION. 50. DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS SHALL BE INDICATED TO SCALE IN RED INK ON THE OWNERS RECORD DRAWINGS FOR ALL RUNS OF MECHANICAL AND ELECTRICAL WORK INCLUDING CONCEALED WORK WHICH DEVIATES FROM THE DRAWINGS, UPON COMPLETION OF THE PROJECT, INCLUDING ALL PUNCHLIST ITEMS, THIS INFORMATION SHALL BE NEATLY TRANSFERRED BY THE CONTRACTOR TO A SET OF DRAWINGS, WHICH SHALL BE MARKED "AS BUILT SET" AND COPIES SHALL BE PROVIDED TO BOTH THE OWNER AND THE ARCHITECT, WITHIN THREE (3) WEEKS (15 BUSINESS DAYS) OF THE RECEIPT OF THE "AS BUILT SET." APPROVAL FOR FINAL PAYMENT TO THE CONTRACTOR SHALL BE GRANTED OR REASONABLE CAUSE SHOWN WHY SUCH APPROVAL HAS BEEN DENIED. 51. PRIOR TO THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL ASSEMBLE AND FURNISH THE CLIENT A COMPLETE SET OF MANUFACTURERS' CATALOG OPERATING INSTRUCTIONS START-UP CHECK LISTS MAINTENANCE INSTRUCTIONS AND SIMILAR DATA AS WELL AS ALL GUARANTEE(S) FOR ALL EQUIPMENT AND OPERABLE DEVICES FURNISHED OR INSTALLED BY THE CONTRACTOR UNDER THIS CONTRACT, AND SHALL ORIENT AND INSTRUCT THE PERSONNEL DESIGNATED BY THE CLIENT IN THE OPERATION OF ALL SUCH EQUIPMENT. 52. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE EVENT THAT MOLD OR ASBESTOS IS UNCOVERED, THE OWNER SHALL RETAIN A QUALIFIED CONSULTANT WHO SHALL ARRANGE FOR THE PROMPT IDENTIFICATION, TESTING, TREATMENT, REMEDIATION AND STORAGE OF THE MOLD OR ASBESTOS AS REQUIRED BY LAW AND GOOD CONSTRUCTION PRACTICES. THE ARCHITECT SHALL BEAR NO RESPONSIBILITY FOR WORK RELATED TO THESE MATERIALS, 53. ALL CONTRACTORS SHALL CARRY PROPERTY DAMAGE AND PUBLIC LIABILITY INSURANCE AS REQUIRED BY ANY GOVERNING AGENCIES HAVING JURISDICTION AND COMPLYING WITH STATUTORY REQUIREMENTS FOR DISABILITY AND WORKMEN'S COMPENSATION, PROJECT DESCRIPTION THIS PROJECT INVOLVES THE TENANT FIT -OUT OF APPROXIMATELY 44,166 GSF OF AN EXISTING COVERED MALL ANCHOR TENANT SPACE (FORMERLY A BURLINGTON STORE) AT THE GRAPEVINE MILLS MALL FOR PRIMARK. LANDLORD IS REPONSIBLE TO PROVIDE A WARM DARK BOX SHELL PRIOR TO TENANT TAKE OVER, THIS STORE WILL CONSIST OF RETAIL AND BACK -OF - HOUSE FUNCTIONS ON GRADE LEVEL, INTERIOR RENOVATIONS INCLUDE NEW PARTITIONS, LIGHTING, FINISHES, TOILET ROOMS, AND MERCHANDISING FIXTURES. SCOPE ALSO INCLUDES NEW MECHANICAL, ELECTRICAL, PLUMBING SERVICES, AND MINOR STRUCTURAL, BUILDING CODE DATA THE CITY OF GRAPEVINE. TX -- GOVERNING CODES EFFECTIVE JANUARY 1.2024 BUILDING: 2021 INTERNATIONAL BUILDING CODE WITH AMENDMENTS PLUMBING: 2021 INTERNATIONAL PLUMBING CODE WITH AMENDMENTS MECHANICAL: 2021 INTERNATIONAL MECHANICAL CODE WITH AMENDMENTS ELECTRICAL: 2020 NATIONAL ELECTRIC CODE & "GRAPEVINE ELECTRICAL CODE" ACCESSIBILITY: 2017 ICC Al17.1/2012 TEXAS ACCESSIBILITY STANDARDS ENERGY: 2015 INTERNATIONAL ENERGY CONSERVATION CODE FIRE: 2021 INTERNATIONAL FIRE CODE EXISTING BUILDING SUMMARY WORK BY LANDLORD TO DOWNSIZE CURRENT TENAT IN EXISTING PLACE, EXISTING MERCANTILE 1. EVALUATED AS PART OF THE MALL BUILDING AND IS PROVIDED WITH THE FOLLOWING SYSTEMS: 2. OCCUPANCY GROUP: RETAIL: M - MERCANTILE 3, CONSTRUCTION TYPE: II-B 4. OCCUPANCY SEPARATION: ONE HOUR OCCUPANCY SEPARATION IS REQUIRED TO ADJACENT TENANTS. 0 HOUR SEPARATION IS REQUIRED TO COVERED MALL. 5. BUILDING IS EQUIPPED WITH A SPRINKLER SYSTEM AND FIRE ALARM SYSTEM. REFER TO SPRINKLER AND FIRE ALARM DRAWINGS, VICINITY MAP PRIMARK GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 La1�DaWs larR+la {•DMYM Juslln Y.Ilfpe 9«ipWilla -6tbry ELA Lie YSR«Ft Will «idon ,,. afnf Ylus .1— M_ c.aroL.T WwXO y ICE '� xafb uxcx / CIW HasKl 1 apenne WE 4 CarrolRon WGRII11L iowx rj .«« ur.ua Y. UMies ro 0 Wal YOUM�IX M,b,L IL c« • ` ou :i`• rxu ara Yf slpa .ro w,rn .u�.rrrn WYL kya dl _() r ♦ Dallas M.;seun N Mr- a.iu°`ie OT X iTo LXs mrte rl s ry rLer^s - Fo .Tox Yf d - axaran• .. COWWnIII sm.erro�r •,� �,, ,, r, xuasl•i s,.x / ��• CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. APPROVED FO MILLS CITY REVIEW CONTRACTOR SHALL CALL FOR INSPECTIONS: (817) 410-3010 CONTRACTOR REGISTRATION WILL BE REVOKED UPON PERMIT EXPIRATION. PROPERTY OWNER PRIMARK PROJECT EXECUTIVE SIMON PROPERTIES C/O JOE SZYMASZEK ROBERT MARKIEWICZ 225 WEST WASINGTON STREET CONSTRUCTION PROJECT EXECUTIVE INDIANAPOLIS, IN 46204 US STORE DEVELOPMENT PHONE; 469-240-5782 RMARKIEWICZ@PRIMARK, COM PHONE; 618-616-1505 PROJECT MANAGER DH MANAGEMENT SERVICES, LLC KEITH DAVIS PRINCIPAL DH MANAGEMENT SERVICES, LLC KEITHDAVIS@DHMANAGEMENTSERVICES.COM SEE ORIGINAL PLANS FOR PHONE; 615-406-0981 ALL COMMENTS AND NOTES MEP ENGINEERS ROSINI ENGINEERING, PC YAiNNY ivIEJIA 24-02 40TH AVENUE LIC, NY 11101 YMEJIA@ROSINIENGINEERING.COM PHONE; 646-747-7473 PROPOSED BUILDING SUMMARY CONSTRUCTION TYPE: II-B USE GROUP (OCCUPANCY) TDLR CONSULTANT (M), MERCANTILE (RETAIL) BE COMPLIANT INSPECTIONS LLC (B), BUSINESS (OFFICE) BUILDING CODE DATA BETH COOKE (S-1), MERCANTILE STORAGE TOTAL SQUARE FOOTAGE OF SPACE; 42,981 SF CONSTRUCTION TYPE: 1113 RAS13174660 PLAINVIEW ROAD OCCUPIABLE AREAS: OCCUPANCY CLASS: M�B�S-1 MIDLOTHIAN, TX 76065 MERCANTILE = 35,681 SF S P R I N K L E R E D: Y E S BUSINESS= 3,326SF OCCUPANCY LOAD: 622 STOCK AREA: ACCESSORY STORAGE (S-1) = 3,462 SF ZONING: CC MEETING ROOM: ANCILLARY TO BUSINESS (A-3) = 394 SF S P/C U : N/A ARCHITECT LOCKER AREA = 118 SF NELCO ARCHITECTURE, INC. W. SCOTT WINGER, AIA SEE SHEET A01.01 LIFE SAFEY PLAN FOR ADDITIONAL INFORMATION ON USE AND OCCUPANCY PROPOSED NELSON CONTACT; ELIZABETH ZAGARELLO, RA 470 PAS, 7S NY, NY 10016 EZAGARELLO@NELSONWW.COM PHONE; 646-680-8859 LOCATION MAP nnTUAnv ALL EGRESS DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT MANUALLY OPERATED. FLUSH BOLTS ARE PROHIBITED. MALL REFERENCE MAP C PRIMARK I L / PRIMARK INTERIOR MALL ENTRANCE EXTERIOR MALL ENTRANCE MALL TOILET ROOMS Q THESE PLANS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY TRUE NORTH NELSON Nelco Architecture, Inc. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone: (513) 241-3000 WWW.NELSONWORLDWIDE.COM L�J N i UU GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE343A GRAPEVINE, TX 76051 Issue: L1 OWNER REVIEW SET ISSUED FOR CONSTRUCTION RESPONSE TO REVISIONS BULLETIN #1 BULLETIN #2 RESPONSE TO REVISIONS #2 COVER SHEET No: Date: 01/08/2025 02/1712025 1 04/28/2025 2 05/0212025 3 07/03/2025 4 09/2612025 i ti5 .• $CO T1 ' �1 .n / x *: / bl000 P� September 26, 2025 Proi 22.0002883.000 Reviewed By: XX GOO,00 BID ISSUE / PERMIT NELSON SHEET INDEX Nelco Architecture, Inc. 0 co M N Ul fV 0 fV ,C7RA '1' E. .. CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. LL/OWN/ REVIEW ISSUED FOR RESPONSE TO BULLETIN #1 BULLETIN #2 RESPONSE TO NUMBER NAME O1/08 2025 CONSTRUCTION REVISIONS 05/02/2025 07/03/2025 REVISIONS #2 02/17/2025 04/28/2025 09/26/2025 GENERAL 201 E Fourth Street G00.00 COVER SHEET Suite 1700 G00.01 SHEETINDIX 9 � � � Cincinnati, OH 45202 G00.10 PROJECT GENERAL INFORMATION � G00.12 RESPONSIBILITY MATRIX Phone: (513) 241-3000 WWW.NELSONWORLDWIDE.COM ARCHITECTURE A00.01 GRAPHIC SYMBOLS 0 0 PRIMARK PROJECT EXECUTIVE A00.02 LEGENDS (ALL TYPES) IA00.11 PARTITION TYPES ' ' ' • RONSTRBERT CONSTRUCTION CONSTRUCTION PRO]ECTEXECUTI'VE A00.12 PARTITION DETAILS 0 9 RMARIQEV✓ICZ@PR:MARK.COM AOo.16 UL ASSEMBLIES 0 0 PROJECT MANAGER A00.21 DOOR & HARDWARE SCHEDULE 0 0 DH MANAGEMENT SERVICES, LLC A00.54 ACCESSIBILITY DETAILS • • • • KEIDAMS PRINNCCIPAL IA00.80 FINISHES, FURNITURE, & PLUMBING FIXTURE SCHEDULES 0 a KEITHDAVIS@DHMANAGEMENTSERVICES.COM A00.81 FURNITURE AND NSO SCHEDULE 0 a MEP ENGINEERS A01.01 LIFE SAFETY PLAN 0 0 ROSINI ENGINEERING, PC A02.01 OVERALL FLOOR PLAN YAN MEDIA A02.01A FLOOR PLAN - AREA A 0 9 24-02 4-02 40TH AVENUE YMEJIA@ROSINIENGINEER:NG.COM I A02.01B FLOOR PLAN - AREA B 0 9 TDLR CONSULTANT I A02.02 BLOCKING PLAN 0 0 BE COMPLIANT INSPECTIONS LLC A02.03 SIGNAGE PLAN 0 0 BETH COOKE A02.R1 OVERALL EXISTING ROOF PLAN (FOR REFERENCE ONLY) a a RAS 217 MICLOTHIAN,TX 76065 A03.01 OVERALL REFLECTED CEILING PLAN a a ARCHITECT I A03.01A REFLECTED CEILING PLAN - AREA A 0 0 NELOO ARCHITECTURE, INC. A03.01B REFLECTED CEILING PLAN - AREA B 0 0 W. SCOTT WINGER, AIA A04.01 OVERALL FINISH PLAN 0 0 NELSON CONTACT: 470 PAS, 75 A04.01A FINISH PLAN - AREA A A04.01B FINISH PLAN - AREA B 0 0• A06.01 ENLARGED PLANS & INTERIOR ELEVATIONS - MALL ENTRANCE 0 0• A06.02 ENLARGED PLANS & INTERIOR ELEVATIONS - FITTING ROOMS 0 0• A06.03 ENLARGED PLANS & INTERIOR ELEVATIONS - CASHWRAP & SELF -CHECKOUT a 0• A06.04 ENLARGED PLANS & INTERIOR ELEVATIONS - CCTV AND SECURITY 0 0• A06.05 ENLARGED PLANS & INTERIOR ELEVATIONS - CUSTOMER RESTROOMS 0 0• A06.06 ENLARGED PLANS & INTERIOR ELEVATIONS - STAFF RESTROOMS 0 0• A06.07 ENLARGED PLANS & INTERIOR ELEVATIONS - MEETING ROOMS 0 0• A06.08 ENLARGED PLANS & INTERIOR ELEVATIONS - WELL BEING & HOT DESKING 0 0• A06.09 ENLARGED PLANS & INTERIOR ELEVATIONS - PANTRY/RECHARGE COLLEAGUE CAFE 0 0• A06.10 ENLARGED PLANS & INTERIOR ELEVATIONS - CASH OFFICE & CASH LOBBY 0 0• A06.11 ENLARGED PLANS & INTERIOR ELEVATIONS - STORAGE CLOSET AND LOCKER & COAT HANGING AREA A06.12 ENLARGED PLANS & INTERIOR ELEVATIONS - OPEN OFFICE/ADMIN AREA A06.13 ENLARGED PLANS & INTERIOR ELEVATIONS - ELECTRICAL SWITCH ROOM A06.14 ENLARGED PLANS & INTERIOR ELEVATIONS - CLEANER'S COMPOUND A06.15 ENLARGED PLANS & INTERIOR ELEVATIONS - CORRIDOR A06.16 ENLARGED EXTERIOR ELEVATION - SOUTH A08.01 ARCHITECTURAL PLAN DETAILS A08.02 ARCHITECTURAL PLAN DETAILS A20.01 FOH FURNITURE PLAN (FOR REFERENCE ONLY) A22.01 OVERALL POWER AND DATA PLAN A22.01A POWER AND DATA PLAN - AREA A A22.01B POWER AND DATA PLAN - AREA B STRUCTURAL 50.00 TITLE SHEET 50.01 GENERAL NOTES, SCHEDULES AND TYPICAL DETAILS 152.00 PARTIAL FIRST FLOOR AND ROOF EXISTING/NEW FRAMING PLANS - AREA B 153.00 SECTIONS SPRINKLER SP-100 SPRINKLER SYMBOLS, NOTES & DETAILS SP-200 SPRINKLER PLAN - AREA A SP-201 SPRINKLER PLAN - AREA B PLUMBING P-100 PLUMBING SYMBOLS &DETAILS 0 M A In P-101 PLUMBING RISER DIAGRAMS � 0 0 r% P-200 PLUMBING PLAN - AREA A GRAPEVINE MILLS I P-201 IP-202 PLUMBING PLAN - AREA B PLUMBING PLAN ROOF AREA A 0 • 3000 GRAPEVINE MILLS PARKWAY SUITE#343A P-203 PLUMBING PLAN ROOF AREA B a a # GRAPEVINE, V GRATX 76051 MECHANICAL I M-100 MECHANICAL GENERAL NOTES a 0 a 0 1 Issue: No: Date: M-101 MECHANICAL SCHEDULES a 0 a WOWNER REVIEW SET 01/08/2025 M-300 MECHANICAL PLAN AREA A ISSUED FOR CONSTRUCTION RESPONSE TO REVISIONS 02/1712025 1 04/28/2025 M 301 MECHANICAL PLAN AREA B BULLETIN #1 2 05/0212025 M-302 MECHANICAL ROOF PLAN AREA A 0 0 a BULLETIN #2 3 07/03/2025 M-303 MECHANICAL ROOF PLAN AREA B 0 0 a RESPONSE TO REVISIONS #2 4 09/2612025 M-400 MECHANICAL PIPING PLAN AREA A M-401 MECHANICAL PIPING PLAN AREA B M-500 MECHANICAL DETAILS ELECTRICAL E-100 GENERAL NOTES, ABBREVIATIONS & SYMBOLS LIST E-300 LIGHTING PLAN AREA A E-301 LIGHTING PLAN AREA B E400 POWER PLAN AREA A E401 POWER PLAN AREA B E402 ROOF POWER PLAN AREA A E403 ROOF POWER PLAN AREA B E-600 RISER DIAGRAM E-601 PANEL SCHEDULES E-900 CASHWRAP DETAILS IE-901 ELECTRICAL DETAILS E-902 LIGHTING SCHEDULE TELECOMMUNICATION I T-100 TELECOMMUNICATIONS GENERAL NOTES, ABBREVIATIONS & SYMBOLS LIST T-200 TELECOMMUNICATIONS PATHWAY PLAN AREA A T-201 TELECOMMUNICATIONS PATHWAY PLAN AREA B T-300 TELECOMMUNICATIONS PLAN AREA A T-301 TELECOMMUNICATIONS PLAN AREA B T-400 TELECOMMUNICATIONS DETAILS T-401 TELECOMMUNICATIONS DETAILS (CONT) T-500 TELECOMMUNICATIONS RISER DIAGRAM SECURITY SC-100 SECURITY NOTES, ABBREVIATIONS & SYMBOLS LIST SC-200 SECURITY PLAN AREA A SC-201 SECURITY PLAN AREA B SC-300 SECURITY DETAILS SC-301 SECURITY DETAILS (CONT) SC-302 SECURITY DETAILS (CONT) SC-303 SECURITY DETAILS (CONT) SC-304 SECURITY WIRING RISER DIAGRAM FIRE ALARM SHEET INDEX FA-100 FIRE ALARM NOTES, ABBREVIATIONS & SYMBOLS LIST FA-101 FIRE ALARM RISER DIAGRAM FA-200 FIRE ALARM PLAN AREA A FA-201 FIRE ALARM PLAN AREA B s E D 'N A ,ttiR....• 40, / 7d : ►-3 10 f ; -gyp � �\OFT t�' joi� September 26, 2025 Proj #: 22.0002883.000 Reviewed By: XX GOO,01 BID ISSUE / PERMIT ALL CHANGES MUST BE APPROVED. NELSON CXISTING DECK EXISTING COLUMN 12'- 7" AFF I 3 5/8" METAL STUD "I 3 5/8" METAL STUDS I EXISTING DRAIN PIPE I I' I I,: 5/8" GYP BD; RUN GYP I - 5/8" GYP BD; RUN GYP BD 1" ABOVE TOP EDGE I BD 1" ABOVE TOP EDGE OF STUD WALL I OF STUD WALL SEE PLAN FOR DIM. J GC TO PROVIDE 12" ACCESS KEYED _ ACCESS PANEL AT DRAIN LOCATION WITH VALVES / CLEANOUTS, COORDINATE LOCATION IN FIELD, I EXISTING FLOOR I I f 07 COLUMN ENCLOSURE DETAIL - HEAD CONDITION "T J 1 1/2" — 1A" DECK TYPE, - REF; STRUCT. I I I I ALTERNATE TO CONTINUE STUD TO BRACING I @ 48" O.C. MAX. I I DECK, VERIFY WITH -v -'v"Z-VISTRUCT,� vi—LAP SOUND ATTENUATION BATTS V-0" EACH SIDE Ca SOUND RATED PARTITIONS STANDARD RUNNER / REFER TO REFLECTED CEILING TRACK PLANS FOR CEILING TYPE REFER TO PARTITION TYPE FOR SOUND ATTENUATION COMPOSITION BATTS �a SOUND RATED PARTITIONS (PARTITION TERMINATED ABOVE CEILING - ACOUSTIC AND NON -ACOUSTIC SHOWN) 03 HEAD CONDITION "3" Aoo.11 1 1/2" = 1'-0" DECK TYPE, REF: STRUCT, FIRESAFINC � DEEP LEG EXPANSION � TRACK, DO NOT l I v FASTEN TO PARTITION FIRE SEALANT, I. EA. SIDE ? - ��-� : SOUND ATTENUATION r. BATTS I STANDARDRUNNE.. .,1 TRACK l I —REFER TO PARTITION TYPE FOR - - COMPOSITION PERPENDICULAR TO DECK RIBS, OR FLAT CONC, DECK PARALLEL TO DECK RIBS (PARTITION EXPANSION @ DECK - ACOUSTIC AND FIRE RATED) DECK TYPE, REF; STRUCT. FIRESAFINC DEEP LEG EXPANSION TRACK, DO NOT FASTEN TO PARTITION FIRE SEALANT, EA. I SIDE i STANDARD RUNNER I TRACK REFER TO PARTITION TYPE FOR COMPOSITION PERPENDICULAR TO DECK RIBS, OR FLAT CONC. DECK PARALLEL TO DECK RIBS (PARTITION EXPANSION @ DECK - FIRE RATED) 02 HEAD CONDITION "2" Aoo.11 1 1/2" WHITE CORIAN TOP SEALANT AND BACKER ROD 4'r'8" AFF A 1/2" OVERHANG, FRONT FACE, BOTH SIDES BLOCKING AS REQ'D PITCON SOFTFORMS SKB KNEEWALL BRACE AT 24" O.C. OR SIM. 3 5/8" METAL STUDS I I ;. 1 5/8" GYP BD I ✓. I I I I I WALL PANEL AS SCHEDULED METAL RUNNER, SIZE & GAUGE TO MATCH VERTICAL MEMBER SEALANT, EACH SIDE I EXISTING FLOOR 06 HALF HEIGHT WALL - HEAD CONDITION "6" REFER TO PARTITION TAG FOR FIRE - RATING, HEIGHT / HEAD CONDITION x� DETAIL, AND INSULATION INFORMATION' (SHOWN HERE FOR REFERENCE ONLY MAY NOT EXIST) \_ ' ONE LAYER 5/8" GYPSUM WALL -`_�' BOARD ON METAL STUDS PLAN --tl;iL- HOLD SUBSTRATE 1/2" OFF FINISH FLOOR SILL r�x OVERALL ULASSEMB(IF F. TAG STUD SIZE THICKNESS RATED) Ma3 3-5/8" 41/4" Ma6 6" 6 5/8" U419 PARTITION TYPE - Ma_ DECK TYPE, REF:BATTS PERPENDICULAR TO DECK PARALLEL TO DECK RIBS RIBS, OR FLAT CONC. DECK PARTITION TYPE FOR ATTENUATION STRUCT. ACOUSTICAL DECK CLOSURE I i DEEP LEG EXPANSION I i TRACK, DO NOT FASTEN TO PARTITION I .J. SOUND ATTENUATION' "„ j � , STANDARD RUNNER TRACK �) - REFER TO (PARTITION EXPANSION @ DECK - ACOUSTIC) DECK TYPE, REF; STRUCT. I . I - V� DEEP LEG EXPANSIO TRACK, DO NOT FASTEN TO PARTITION STANDARD RUNNER ' TRACK REFER TO PARTITION TYPE FOR COMPOSITION PERPENDICULAR TO DECK RIBS, OR FLAT CONC, DECK PARALLEL TO DECK RIBS (PARTITION EXPANSION @ DECK) DECK TYPE, , REF; STRUCT, EXTEND GYP.BD,TO DECK IN SPACES W/EXPOSED CEILINIGS - r ><c�'\ v�v�\' LAP SOUND ATTENUATION BATTS —V-0" EACH SIDE `a SOUND RATED - _ PARTITIONS I \—REFER TO REFLECTED CEILING CASING BEAD EACH SIDE ! i PLANS FOR CEILING TYPE STANDARD RUNNER /I TRACK I CONTINUOUS 2" WIDE NEOPRENE FILLER STUD WIDTH PER ` I PARTITION TYPESOUND ATTENUATION BATTS @ SOUND 5/8" GYP. BD. RATED PARTITIONS (PARTITION TERMINATED AT DECK - ACOUSTIC AND NON -ACOUSTIC SHOWN) 05 HEAD CONDITION 'S' A00.11 1 1/2" = 1'-0" DEFLECTION BEAD EXISTING DECK DEFLECTION TRACK METAL TRACK 1/2" FIRE RETARDANT PLYWOOD _'_' = SECURITY MESH WELDED TO METAL STUDS SEE RCP =max SEE RCP - _ SCHEDULED CEILING, REFER TO RCP �l METAL FRAMING CASH OFFICE) 5/8" GYP BD EACH SIDE CASH LOBBYIFZ METAL RUNNER ACOUSTICAL SEALANT EACH SIDE SOUND ATTENUATION BATTS @INSULATION TO DECK - EXISTING FLOOR ABOVE OVERALL UL ASSEMB (IF TAG STUD SIZE THICKNESS RATED) Maa3 3-5/8" 4 7/8" U419 Maa6 6" 71/4" U419 PARTITION TYPE - Mja_ DECK TYPE, REF; STRUCT. I FIRESAFING I COMPRESSIBLE FILLER FIRE SEALANT, EA. SIDE STANDARD RUNNER TRACK I - REFER TO PARTITION TYPE FOR COMPOSITION SOUNDATTENUATIOP' BATTS PERPENDICULAR TO DECK RIBS, SIM @ FLAT CONC. DECK PARALLEL TO DECK RIBS A FAI (PARTITION TO DECK - ACOUSTIC AND FIRE RATED) DECK TYPE, REF; STRUC ,,--FIRESAFING —COMPRESSII FILLER SEALANT EA.., SIDE STANDARD RUNNER TRACK � / I ",—REFER TO PARTITION TYPE FORZ II COMPOSITION PERPENDICULAR TO DECK RIBS, SIM @ FLAT CONC, DECK PARALLEL TO DECK RIBS (PARTITION TO DECK - FIRE RATED) O1 HEAD CONDITION "1" Aoo.11 1 1/2" = 1A" DECK TYPE, REF; STRUCT, Z-7 I '-7 vl'v \; LAP SOUND ATTENUATION BATTS V-0" EACH SIDE @ SOUND RATED PARTITIONS CASING BEAD REFER TO REFLECTED CEILING EACH SIDE 711 PLANS FOR CEILING TYPE STANDARD RUNNER - TRACK - I CONTINUOUS 2" WIDE NEOPRENE FILLER STUD WIDTH PER ` PARTITION TYPE ,i SOUND ATTENUATION i I BATTS @ SOUND 5/8" GYP. BD. RATED PARTITIONS (PARTITION TERMINATED @ CEILING - ACOUSTIC AND NON -ACOUSTIC SHOWN) 04 HEAD CONDITION "4" A00.11 1 1/2" = 1'-0" REFER TO PARTITION TAG FOR FIRE RATING, HEIGHT / HEAD CONDITION -� DETAIL, AND INSULATION INFORMATION (SHOWN HERE FOR REFERENCE ONLY- MAY r'x' \� NOT EXIST) , r\x : ONE LAYER 5/8" GYPSUM WALL _\- BOARD EACH SIDE ON METAL STUDS PLAN -'-- x HOLD SUBSTRATE 1/2" OFF FINISH ;\ FLOOR SILL _I=: OVERALL UL ASSEMB (IF TAG STUD SIZE THICKNESS RATED) Maa3 3-5/8" 4 7/8" U419 Maa6 6" 7 1/4" U419 PARTITION TYPE - Maa_ DECK TYPE, REF; STRUCT. ACOUSTICAL I CLOSURE COMPRESSIB FILLER FIRE SEALANT, E SIDE STANDARD RUNN_ TRACK �f\`�,- REFER TO PARTITION TYPE FOR COMPOSITION SOUND ATTENUATION BATTS —_L_- PERPENDICULAR TO DECK RIBS, OR FLAT CONC. DECK PARALLEL TO DECK RIBS (PARTITION TO DECK - ACOUSTIC AND FIRE RATED) DECK TYPE, REF; STRUC I COMPRESSII l i FILLER i� i SEALANT EA i SIDE STANDARD .�,.�. TRACK REFER TO PARTITION TYPE FOR I �\� I ` COMPOSITION PERPENDICULAR TO DECK RIBS, OR FLAT CONC. DECK (PARTITION TO DECK) PARALLEL TO DECK RIBS GENERAL NOTES Nelco Architecture, Inc. A. ALL METAL STUD FRAMING SHALL BE 16" O.C.,18 GAUGE MINIMUM, U.N.O. B. PROVIDE PARTITION BRACING AT ALL PARTITION ASSEMBLIES PER MANUFACTURER'S RECOMMENDATIONS. C. ALL GYPSUM BOARD TO BE TYPE'X', FOR FIRE RATED PARTITIONS, THE UL (OR OTHER NRTL) LISTING REFERENCED 201 E Fourth Street SHALL GOVERN CONSTRUCTION. PROVIDE ALL MATERIALS IN ACCORDANCE WITH LISTING. Suite 1700 Cincinnati, OH 45202 D. PROVIDE NON-COMBUSTIBLE BLOCKING IN PARTITIONS FOR ANY RETAIL FIXTURES, EQUIPMENT, SIGNAGE, ETC AS INDICATED ON BLOCKING PLAN, Phone: (513) 241-3000 E. PROVIDE WATER RESISTANT AND MILDEW CEMENT BOARD IN WET AND HUMID AREAS. APPLY WATER REPELLENT WWW.NELSONWORLDWIDE.COM JOINT COMPOUND FOR PROPER SEALING FOR GAPS AND EDGES AND BOARD PRIMER PRIOR TO INSTALLATION OF CERAMIC TILES. pRIMARK PROJECT EXECUTIVE ROBERT MARKIEW!C: F. DEFLECTION CRITERIA TO BE L/360. CONSTRUCTION PROS_. RMARKIEWICZ@PRIMARK.COM G. CONCEALED INSULATION MATERIALS SHALL NOT EXCEED A FLAME SPREAD OF 25 OR SMOKE DEVELOPED INDEX OF PROJECT MANAGER 450. DH MANAGEMENT SERVICES, LLC KEITH DAVIS H. COORDINATE ALL FINISHES WITH THE INTERIOR ELEVATION DRAWINGS AND ROOM FINISH SCHEDULE, AS APPLICABLE, KErMDAL EIT"°Avlsre'°"MwvAcM°ffSERVICEs'cDM MEP ENGINEERS I. ALL FIRE -RATED PARTITIONS SHALL BE MAINTAINED AT ASSIGNED FIRE -RATING PERFORMANCE. WHERE AFFECTED ROSINI ENGINEERING, PC BY CONSTRUCTION, CONTRACTOR SHALL REPAIR AS REQUIRED TO RESTORE FIRE -RATING. vANNr ME] A 24-02 40TH AVENUE YME1IARosING.COM J. ALL WALL DIMENSIONS ARE TO FACE OF FINISH. DLR NT TDLR CONSULTANT BE COMPLIANT INSPECTIONS LLC K. ALL PARTITIONS EXTENDING ABOVE THE FINISHED CEILING SHALL BE FRAMED AROUND AND COORDINATED WITH BErH COOKS WORK BY OTHER TRADES. RAS 1317 MIDLOTHIAN,TX 76065 L. DO NOT DRILL, SCREW, WELD, OR SHOOT INTO LANDLORD'S STRUCTURE OR STRUCTURAL MEMBERS. SEE ARCHITECT ATTACHMENT DETAILS 1, 2, & 3 ON SHEET Ao0.12, NELCO ARCHITECTURE, INC. W.SCOTT WINGER,AIA M. ALL ATTACHMENTS SHALL BE MADE WITH BEAM CLAMPS, CLIPS OR BOLTS AND WASHERS. NELSON OONTAC : 470 PAS, 7S N. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM OR PE 00 0, JOISTS, BEAMS, TRUSSES AND GIRDERS MAY BE USED FOR LATERAL BRAI GRA VINE SUPPORT ANY CONSTRUCTION FROM LANDLORD'S CROSS BRACING OR B T E •: t ,i. CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN CORE SIZE -REFER TO ____ EASEMENTS OR PUBLIC RIGHT OF WAY. PARTITION TYPES \\ SUBSTRATE CONFIGURATION 2 - `\ ALL CHANGES MUST BE APPROVED. SUBSTRATE CONFIGURATION 1 --�\ \�\ \`� CORE TYPE --� \�� 1k \ I I r-----�1r—'—lr—'—i r_I—I PARTITION TAG VALUE, SEE - - - - PARTITION TYPES r--- ------- aaI I L----------------- J I I I I I I I I I I I I I I I I I I �'I--J L__I__J L I ICJ / � I 7 I 7 i HEIGHT J HEAD CONDITION DETAIL REFERENCE � r / FIRE RATING: REFER TO UL ASSEMBLY FOR RATING VALUE INSULATION TYPE CORE TYPES C. CAST IN PLACE CONCRETE G. CONCRETE MASONRY UNIT (GROUTED SOLID) H. CONCRETE MASONRY UNIT (HOLLOW) M. METAL STUD FRAMING / METAL FURRING MM. METAL STUD FRAMING (2 ROWS, PARALLEL WITH PRESCRIBED AIR GAP BETWEEN) S. METAL SHAFT WALL CH STUD T. TILT -UP CONCRETE PANEL W. WOOD STUD FRAMING / WOOD FURRING WA. WOOD STUD FRAMING / AAC (2 ROWS, PARELLEL WITH PRESCRIBED AIR GAPS, AND AAC) b'/W. WOOD STUD FRAMING (2 ROWS, PARALLEL WITH PRESCRIBED AIR GAP BETWEEN) SUBSTRATE CONFIGURATIONS a. 5/8" GWB (1 LAYER) b. 5/8" GWB (2 LAYER) C. 5/8" GWB (3 LAYER) d. 5/8" GWB (4 LAYER) e. 1/2" GWB (1 LAYER) f. 1/2" GWB (2 LAYER) g. 3/4" PLWD (1 LAYER) h. 1/2" PLWD (1 LAYER) i. 5/8" GWB (1 LAYER), 3/4" PLYWD (1 LAYER) j. 5/8" GWB (1 LAYER), 1/2" PLYWD (1 LAYER) k. 1/2" GWB (1 LAYER), 3/4" PLYWD (1 LAYER) I. 1/2" GWB (1 LAYER), 1/2" PLYWD (1 LAYER) n. 5/8" CMT (1 LAYER) o. 5/8" CMT (1 LAYER), 5/8" GWB (1 LAYER) P. 1/2" CMT (1 LAYER) q. 1/2" CMT (1 LAYER), 1/2" GWB (1 LAYER) r. 1/2" RESILIENT CHANNEL, 5/8" GWB (1 LAYER) S. 1" SHAFT LINER (1 LAYER) SS. 1" SHAFT LINER (2 LAYER) t. 1" GWB (2 LAYER) U. 5/8" GWB (1 LAYER),1-1/8" ISOLATION CLIP V. 5/8" GWB (1 LAYER),1-1/8" ISOLATION CLIP, 5/8" GWB (1 LAYER) W. 5/8" GWB (1 LAYER), 1-1/8" ISOLATION CLIP, 3/4" PLYWD (1 LAYER) X. 5/8" GWB (2 LAYER), 1-1/8" ISOLATION CLIP Y. 5/8" GWB (2 LAYER), 1-1/8" ISOLATION CLIP, 5/8" GWB (1 LAYER) Z. 5/8" GWB (2 LAYER),1-1/8" ISOLATION CLIP, 3/4" PLYWD. (1 LAYER) (None) CORE ONLY INSULATION TYPES A. SOUND ATTENUATION BATT INSULATION ENIMMAQ Mill GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE=+343A GRAPEVINE, TX 76051 Issue: No: Date: L L/OWNER REVIEW SET 01/08/2025 ISSUED FOR CONSTRUCTION 02/17/2025 BULLETIN #1 2 05/02/2025 RESPONSE TO REVISIONS #2 4 09/26/2025 SCoT *; ;4 0(100 OI. TExP_ September 26, 2025 Proj : 22.0002883.000 Reviewed By: XX A00,11 BID ISSUE / PERMIT a� P-z 0 a 6; M N Ln N 0 r4 T 'E CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. VARIES fV —k M HEAD 7 HEAD AND JAMB DETAILS Aoo.zl 3" = V-0" SCHEDULED PARTITION Ln w STEEL FRAME a SCHEDULED DOOR JAMB SCHEDULED PARTITION, REFER TO PARTITION PLAN AND DETAILS BUILT-UP METAL STUD BOX HEADER 1X FRT NAILER N � fV 1/4 MAX,SHIM WELDED HOLLOW METAL FRAME, TYP, PAINT FINISH TO MATCH ADJACENT WALLS ti OFFICE/ADMIN CORRIDOR 1/4" CLEAR TEMPERED GLASS HOLLOW METAL GLASS STOP - FRAME BEYOND \ 1/4 MAX,SHIM WELDED HOLLOW METAL 1X FRT NAILER FRAME TYP. PAINT FINISH Y TO MATCH ADJACENT WALLS --/SCHEDULED PARTITION, REFER TO PARTITION PLAN AND DETAILS ti G4 WINDOW SECTION 3" = V-0" �]OINT SEALANT SCHEDULED DOOR METAL ANCHOR LINE OF FRAME HEADER ABOVE STEEL FRAME JOINT SEALANT SCHEDULED PARTITION DOOR DOOR FIRE RATING NUMBER LOCATION (MIN) NUM OF PNLS GROUND 103 REMOTE COMMS ROOM 1 107 DETENTION ROOM 1 108 CCTV ROOM 1 109 COMMS ROOM 1 110 CORRIDOR 1 111 CORRIDOR 1 112 MEN'S CUSTOMER ROOM 1 113 WOMEN'S CUSTOMER ROOM 1 114 MEN'S RESTROOM (COLLEAGUE) 1 115 WOMEN'S RESTROOM (COLLEAGUE) 1 116 MEETING ROOM 1 117 MEETING ROOM 1 118 WELL BEING 1 121 CASH LOBBY 1 122 CASH OFFICE 1 124 STORAGE CLOSET 1 125 OPEN OFFICE / ADMIN AREA 1 126 SHARED CORRIDOR - 1 127A ELECTRICAL ROOM 45 1 127E ELECTRICAL ROOM 45 1 128 CLEANER'S COMPOUND - 1 129 EQUIPMENT ROOM 1 130 VM ROOM 1 131 STOCK AREA 2 DOOR DOOR FIRE RATING NUMBER LOCATION (MIN) NUM OF PNLS GROUND E101A FITTING ROOMS EXIST 1 E102A CORRIDOR EXIST 1 E103A LOADING DOCK EXIST 1 E104A LOADING DOCK 1 E105A LOADING DOCK EXIST 2 E106A PANTRY / RECHARGE COLLEAGUE CAFE EXIST 1 E107A MALL ENTRANCE 1 E108A STOCK AREA 2 E109A STOCK AREA 1 E110A RETAIL AREA EXIST 2 DOOR ABBREVIATIONS ADO AUTOMATIC DOOR OPERATOR CK CARD READER/KEYPAD CKx2 CARD READER/KEYPAD (BOTH SIDES OF DOOR) DC RECESSED DOOR CONTACT F/A FIRE ALARM CONNECTION FG FINGER GUARD HS HORN STROBE IL INTERLOCK LOGIC ML MAGNETIC LOOK TH TRANSFER HINGE EL ELECTRIC LOCK REE REQUEST -TO -ENTER SWITCH INTEGRAL TO DOOR HARDWARE CL COMBINATION LOOK 5.0n 2�-On 2" 2" iV —SEE EQ-15 °° Z FOR SPEC. M N 613 WINDOW TYPE: W1 WINDOW TYPE: O G6 WINDOW TYPE zl 3/8" = V-0" *FREE EGRESS AVAILABLE AT ALL TIMES r----- — --LOCK—�-----------------� I 1 r— LOCK - I —� I OA-------� r—� I I I I I I I MAGNETIC LOCK KEYPAD C C DOOR HANDLE (FREE EGRESS) BREAKING GLASS SWITCH ' VIEWED FROM CASH VIEWED FROM CASH VIEWED FROM CASH VIEWED FROM OFFICE LOBBY LOBBY CORRIDOR G3 SCHEMATIC WIRING DIAGRAM FOR CASH OFFICE DOORS 3/811 = 1'-0" ARCH- DOOR SCHEDULE- CORE AND SHELL DOOR PANELS DOOR PANELS DOOR FRAME PANEL TYPE PANEL DIMENSIONS FRAME MATERIAL WIDTH PANEL FINISH PANEL 1 PANEL 2 PANEL 1 PANEL 2 HEIGHT (FOH / BOH) PANEL MATERIAL THICKNESS TYPE FRAME FINISH HW SET* Panel A T - 0" 7-0' PT-32 HM 13/4" 1 PT-32 HM SH-5B Panel C 3'- 0" 7- 0" PT-30 HM/GLASS 13/4" 1 PT-32 HM SH-1 Panel A 3'- 0" 7- 0" PT-30 HM 13/4" 1 PT-32 HM SH-5A Panel A T - 0" 7- 0" PT-30 HM 13/4" 1 PT-32 HM SH-5B Panel A T - 0" 7- 0" PT-30/PT-32 HM 13/4" 1 PT-32 HM SH-6 Panel A T - 0" 7' - 0" PT-32 HM 13/4" 1 PT-32 HM SH-5C Panel A T - 0" 7' - 0" PT-32 HM 13/4" 1 PT-32 HM HW-2 Panel A T - 0" 7- 0" PT-32 HM 13/4" 1 PT-32 HM HW-2 Panel A T - 0" 7- 0" PT-30 HM 13/4" 1 PT-32 HM HW-1 Panel A 3'- 0" 7- 0" PT-30 HM 13/4" 1 PT-32 HM HW-1 Panel D 3'- 0" 7'- 0" PT-30 HM/GLASS 13/4" 1 PT-32 HM HWA Panel D 3'- 0" 7'- 0" PT-30 HM/GLASS 13/4" 1 PT-32 HM HWA Panel A T - 0" 7- 0" PT-30 HM 13/4" 1 PT-32 HM HW-2 Panel A T - 0" 7- 0" PT-30 HM 13/4" 1 PT-32 HM SH-5 Panel A T - 0" 7' - 0" PT-30 HM 13/4" 1 PT-32 HM SH-5 Panel A T - 0" 7-0' PT-30 HM 13/4" 1 PT-32 HM HW-5 Panel D T - 0" 7' - 0" PT-30 HM/GLASS 13/4" 1 PT-32 HM HW-4 Panel A T - 0" 7- 0" PT-30/PT-32 HM 13/4" 1 PT-32 HM SH-5A Panel A 3'- 0" 7'- 0" PT-30 HM 13/4" 1 PT-32 HM SH-6A Panel A 3'- 0" 7'- 0" PT-30 HM 13/4" 1 PT-32 HM SH-6A Panel A T - 0" 7- 0" PT-30 HM 13/4" 1 PT-32 HM HW-5 Panel E 3' - 0" 7' - 0" MTL - No Frame PT-200 GALV HW-5A Panel E 3' - 0" 7' - 0" MTL - No Frame PT-200 GALV HW-5A Panel C Panel C T - 0" T - 0" 7- 0" PT-30/PT-32 HM 13/4" 1 PT-32 HM SH-12 ARCH- DOOR SCHEDULE- CORE AND SHELL (LANDLORD DOORS) EXISTING DOOR PANELS DOOR PANELS DOOR FRAME PANEL TYPE PANEL DIMENSIONS PANEL FINISH WIDTH (INTERIOR / PANEL 1 PANEL 2 PANEL 1 I PANEL 2 HEIGHT EXTERIOR) PANEL MATERIAL THICKNESS TYPE FRAME FINISH 1 FRAME MATERIAL HW SET* Existing Panel 3' - 0" 7' - 0" PT-30 / Existing Existing 13/4" Existing Frame PT-32 Existing SH-17 Existing Panel 3' - 0" 7' - 0" PT-30 / Existing Existing 13/4" Existing Frame PT-32 Existing SH-17A Existing Panel 4'-0' 7-0' PT-30 / Existing Existing 13/4" Existing Frame PT-32 Existing SH-17 Existing Panel 24' - 0" - 14' - 0" --- Existing 1/4" Existing Frame Existing Existing Existing Panel Existing Panel T - 0" 3'- 0" 7-0' PT-30 / Existing Existing 13/4" Existing Frame PT-32 Existing SH-22A Existing Panel T - 0" - 7- 0" PT-30 / Existing Existing 13/4" Existing Frame PT-32 Existing SH-17 Existing Panel 28' - 0 3/8" 10' - 4" PT-30 / Existing Existing 1/4" Existing Frame Existing Existing Existing Panel Existing Panel 3' - 0" T - 0" 7' - 0" PT-30 / Existing Existing 13/4" Existing Frame PT-32 Existing SH-12A Existing Panel 8' - 0" 8' - 0" --- Existing 1/4" Existing Frame — Existing Existing Panel Existing Panel T - 0" T - 0" 7' - 0" PT-30 / Existing Existing 13/4" Existing Frame PT-32 Existing SH-22 NOTE: *SEE PROJECT SPECIFICATIONS FOR HARDWARE TYPES REFER TO FINISH SCHEDULE FOR PAINT INFROMATION GC TO COORDINATE HARDWARE SCOPE OF EXISTING DOORS WITH LANDLORD AND IS CODE COMPLIANT FOR EGRESS. CONFIRM EXISTING DOOR HARDWARE REQUIREMENTS WITH PRIMARK. DOORS: • BOH FACING DOOR PANELS TO MATCH WHITE COLOR. • FOH FACING DOOR PANELS TO MATCH GREY COLOR. FRAMES: • FOH & BOH FRAMES TO BE GREY THROUGHOUT THE ENTIRE STORE i SEE SCHED. t j SEE SCHEDULE 3'-0' 3'-0" 11 I 2 _ - 6�• "6�/ 6" 6" / ? / . ? / \ VISION GLASSLLJ \ /% \ N \ N \ ,,, \ 9" HIGH KICKPLATE \ \ WHERE SCHEDULED \ PANEL A __^A_ __�' 5 DOOR TYPES A00.21 3/811 = 11-0" RUN FUNCTION STATEMENT A KEY PAD LOCKS MAGNETIC LOCK. B BREAK GLASS SWITCH OVERRIDES MAGNETIC LOCKS IN ALL CONDITIONS. C KEY PAD UNLOCKS DOOR HANDLE FOR ACCESS. PANEL C _� PANEL D PANEL E A4 COMMENTS DC DC, ANTI -LIGATURE TRIM CK, TH, EL, DC DC CK, TH, HS, REE, DC CL, DC CK, TH, EL, ML, IL, DC CK, TH, EL, ML, IL, DC CK, TH, EL, DC DC DC A0, CK, EL, DC, 120VAC COMMENTS HS, DC CKx2, HS, DC, 120VAC HS, DC CKx2, HS, DC, 120VAC HS, DC CKx2, HS, DC HS, DC _ 2" SEE SCHEDULE �2" LU J 0 LU Ln w Ln FRAME TYPE: 1 1 FRAME TYPE AD0.z1 3/8" = 1'-0" NELSON Nelco Architecture, Inc. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone: (513) 241-3000 WWW.NELSONWORLDWIDE.COM PRIMARK PROJECT EXECUTIVE ROBERT MARKIEWICZ CONSTRUCTION PROJECrEXECUTI'VE RMARKIEWICZ@PRIMARK.COM PROJECT MANAGER DH MANAGEMENT SERVICES, LLC KEITH DAVIS PRINCIPAL KErfHDAVIS@DHMANAGEMENTSERVICES.ODM MEP ENGINEERS ROSINI ENGINEERING, PC YANNY MEIIA 24-02 40TH AVENUE YM EIIA@ ROSINI EN GIN EER:NG.COM TDLR CONSULTANT BE COMPLIANT INSPECTIONS LLC BETH COOKE RAS 1317 MIDLOTHIAN,TX 76065 ARCHITECT NELCO ARCHITECTURE, INC. W.SCOTT WINGER,AIA NELSON CONTACT: 470 PAS, 7S WHINJAU Mill GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 Issue: No: Date: LL/OWNER REVIEW SET 01/08/2025 ISSUED FOR CONSTRUCRON 02/17/2025 BULLETIN #1 2 05/02/2025 BULLETIN #2 3 07/03/2025 RESPONSE TO REVISIONS #2 4 09/26/2025 DOOR & HARDWARE SCHEDULE s E D -`% ' vti5•��� SCOxT f� off* P, * ' r* 000 OF El�' September 26, 2025 Proj #: 22.0002883.000 Reviewed By: XX AOO,21 BID ISSUE / PERMIT 11:104►1oato] 0]:10161z1»I:1►61 CONSTRUCTION TYPE CONSTRUCTION TYPE - IIB, FULLY SPRINKLERED NELSON a� P-z .GRAP VINE 'T F. • \ `1 S' CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. Rz / / / / Cx 1 19'-T f DISTANCE- COMMON PATH OF TRAVEL DISTANCE- EGRESS PATH r-- DISTANCE- BETWEEN FIRE EXTINGUISHERS 19'-7" f / PATH DISTANCE PATH NUMBER PATH BUILDING ELEMENTS r EXISTING PARTITION TO REMAIN = 1 HR FIRE BARRIER 1 HR FIRE / SMOKE BARRIER ®� 2 HR FIRE BARRIER 2 HR FIRE / SMOKE BARRIER 3 HR FIRE BARRIER 3 HR FIRE / SMOKE BARRIER 4 HR FIRE BARRIER 4 HR FIRE / SMOKE BARRIER FIRE RATED DOOR OCCUPANTS SERVED (EGRESS) OCCUPANTS REQUIRED (EGRESS) z1z uz FIRE RATING OF DOOR DOOR NUMBER ® EXIT SIGN: AT EXIT (ONE SIDED) EXIT SIGN: EXIT DIRECTION (ONE SIDED) D(IT SIGN: MULTIPLE EXIT DIRECTION (ONE SIDED) EXIT SIGN. TWO FILLED QUADRANTS INDICATE TWO SIDED SIGN (HATCHED AREAS INDICATE DIRECTIONS SIGN IS VISIBLE FROM) • - TIRE EXTINGUISHERS FE I —]— AREA NOT IN CONTRACT OCCUPANT LOAD LIFE SAFETY - OCCUPANCY NAME AREA AREA PER OCCUPANT OCCUPANTS MERCANTILE (M) 35,681 SF 60 SF 595 BUSINESS (B) 3,326 SF 150 SF 23 STOCK AREA: ACCESSORY STORAGE (S-1) 3,462 SF 300 SF 12 MEETING ROOM: ANCILLARY TO BUSINESS (A-3) 394 SF 15 SF 27 LOCKER AREA 118 SF 50 SF 3 42,981 SF 660 EGRESS STRATEGY ARRANGEMENT OF EXITS MAXIMUM TRAVEL DISTANCE SEPARATION OF EXITS NUMBER OF EXISTS REQUIRED 250' (W/ SPRINKLER) 1. WHERE (2) EXITS ARE REQUIRED FROM ANY PORTION OF THE EXIT ACCESS, THEY SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE- HALF OF HE LENGHT OF MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED MEASURED ON A STRAIGHT LINE BETWEEN THEM. 2. PER EXCEPTION #2, WHERE A BUILDING IS EQUIPPED THROUGHOUT W. AN AUTOMATIC SPRINKLER SYSTEM, THE SEPARATION DISTANCE SHALL BE NOT LESS THAN ONE-THIRDOF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED. OCCUPANT LOAD NO. OF EXITS REQUIRED 1-500 (2) EXITS REQUIRED 501-1000 (3) EXITS REQUIRED OVER 1,000 (4) EXITS REQUIRED ADDITIONAL LIFE SAFETY CONSIDERATIONS MINIMUM CORRIDOR WIDTHS: TYPICAL, UNLESS NOTED BELOW 44" ACCESS TO MECHANICAL SUPPLY ONLY 24" OCCUPANT LOAD <50 36" DEAD-END CORRIDOR MAXIMUM LENGTH (IF FULLY SPRINKLERED) 50, CLEAR DOOR WIDTHS MINIMUM DOOR LEAF I 32" MAXIMUM DOOR LEAF 18" EGRESS CAPACITY REQUIRED PROVIDED OCCUPANCY X 0.15 = 99" TOTAL EXIT PROVIDED 297" 660 OCC. E110A EXIT 1 66" 440 OCC. E101A EXIT 2 33" 220 OCC. E102A EXIT 3 33" 220 OCC. E103A EXIT 4 33" 220 OCC. E105A EXIT 5 66" 440 OCC. E106A EXIT 6 33" 220 OCC. EGRESS PATHS PATH DISTANCE El 193'-81/2" I H G F E D C B A E2 58'-2" E3 78'-91/2" E4 245'-51/2" E5 123'-10" I I I I PLUMBING FIXTURE CALCULATIONS \ / DISTANCE TO MALL PUBLIC FACILITIES AVI *IF OVER 300' PRIMARK IS REQUIRED TO PROVIDE PUBLIC TOILET ROOMS TOTAL OCCUPANT LOAD (PLUMBING) in PLUMBING OCCUPANT LOAD CALCULATION m w VW s, 1 �+1 1 _... 1 :i°Yv I .,- I _n� I .c 11.,v � .•; •. MIN=//�� / / 1tl.Qg 3�.ITU8 .�-1. u`� u`.Ll I I37 / ;; - �� er-. 1F - r. • r,: - a -t' :, v; _ -v^ 1., -u-. s� - a, .c a. R- , <- ' &w 1 .. 1 �. 1 xx. 1 rx; 1 I 1 t I -- 1—, I _ I 3, I_. I 4r I .. I I :� 1 s v 1 41) 1 40 1 40 1 4OW 1 40 40 1 40 1 4QW I 4r I •ti' I_ 1 a: I 714 1 rt rt i' N 1 I 7t I ti I ',v I, w_ - 1 _ 1 _,4 - 1 1 1. FET rs z. ti � R tC•rl � R tC•rl _ � - r, ,.; -' \ �, I �_� R"I 4C; / ► 1,E4 n'1 FE. r / E4 1245'-6" LIN, \ Z_ — — — — — — — — — — — — — — — L — — — — — — — 1 — — — — —\-*c - — ' nc19 sF L 115. sF � set.0 sr — — I — — — — — — — — — '1 1 — - - 14 —f / III I I — --------------- �y- -- --� f--�\` ----- F --�------------� j it F� ¢¢ - I E3I 78'9" \ - Ea'S -�,� t I ¢¢ U 36 SF I U I � � I 0�1 /1kI( '' III ► 1 I /11II ��j 'f I,m L� � I m— o/I E5 1123 -10 I t SPACE DIAGONAL+- 321 _ 3273SEPRINnERON j6 , / \� I' I I / I —� ` MEN.SEPAATIOF EXITORS FOR I I I I I/ I Pi \ FE L------ >— �— ------ — I I I — I L----'---II----- -- `-------J L----- ------------ ' ----- —1 I I F — \ ---—L------------------------- --- ----------- --� I ------------- - v E105 I L----------— f-- — — ————---——————-——————————— — —;--------------— — — — — — - _j i j ,' / •o \\ FE 1 f En °�"' C Nelco Architecture, Inc. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone: (513) 241-3000 WWW.NELSONWORLDWIDE.COM PRIMARK PROJECT EXECUTIVE ROBERT MARKIEWICZ CONSTRUCTION PROJECTEXECUTI'VE RMARKIEVnCZ@PR: MARK.COM PROTECT MANAGER DH MANAGEMENT SERVICES, LLC KEI'H DAVIS PRINCIPAL KEITHDAVIS@DHMANAGEMENTSERVICES.COM MEP ENGINEERS ROSINI ENGINEERING, PC YANNY MEDIA 24-02 40TH AVENUE YMEJIA'g , , _ _ � = D OOM TDLR CONSULTANT BE COMPLIANT o LLC BETH COOKE RAS 217 MIDLOiHIAN,TX 76065 ARCHITECT NELCO ARCHITECTURE, INC. W.SCOTT WINGER, AIA NELSON CONTACT: 470 PAS, 7S WHIMEMA ImPI GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 Issue: L L/OWNER REVIEW SET >300' ISSUED FOR CONSTRUCTION RESPONSE TO REVISIONS BULLETIN #1 BULLETIN #2 660 RESPONSE TO REVISIONS #2 MERCANTILE CALCULATIONS — 24 MINIMUM REQUIRED PLUMBING FIXTURES 596 OCCUPANTS (298 MALE & 298 FEMALE) REQ'D PROV'D MALE LAVATORY (1) REQUIRED PER 750 OCCUPANTS 1 1 WATER CLOS. (1) REQUIRED PER 500 OCCUPANTS 1 1 URINAL NO REQUIRED - REFER TO NOTES - - FEMALE LAVATORY (1) REQUIRED PER 750 OCCUPANTS 1 1 WATER CLOS. (1) REQUIRED PER 500 OCCUPANTS 1 1 COMMON DRINK. FTN. (1) REQUIRED PER 1,000 OCCUPANTS 1 1 (SHARED) MOP SINK (1) REQUIRED FOR OCCUPANCY TYPE 1 1 NOTES: 1. URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 50%D OF THE REQUIRED WATER CLOSETS IN A MERCANTILE OCCUPANCY. BUSINESS CALCULATIONS MINIMUM REQUIRED PLUMBING FIXTURES 66 OCCUPANTS (33 MALE & 33 FEMALE) REQ'D PROV'D MALE LAVATORY (1) REQUIRED PER 40 OCCUPANTS 2 2 WATER CLOS. (1) REQUIRED PER 25 OCCUPANTS 2 2 URINAL NO REQUIRED - REFER TO NOTES - 1 FEMALE LAVATORY (1) REQUIRED PER 40 OCCUPANTS 2 2 WATER CLOS. (1) REQUIRED PER 25 OCCUPANTS 2 3 COMMON DRNK. FTN. (1) REQUIRED PER 100 OCCUPANTS 1 1 (SHARED) MOP SINK (1) REQUIRED FOR OCCUPANCY TYPE 1 1 NOTES: 1. URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 50% OF THE REQUIRED WATER CLOSETS IN A BUSINESS OCCUPANCY. 1 I El 1193 -8 / ' , , `\\ '�,�, -' 1 t�"g i ;��' - - - - - // FIRE EXTINGUISHER LOCATION APPROVED BY FIRE DEPARTMENT _W. 1 -1, 1,:,„ 1 z. 1 _. F • \ _ l I / �® EXISTING EXTERIOR \ \ I E2 I 58'-2" I LU ENTRANCE TO MALL Ell , \ \ E302 I , E103 I / KEY PLAN: No: Date: 01/08/2025 02/17/2025 1 04/28f 2025 2 05/02/2025 3 07/03/2025 4 09/26/2025 II9 WTI 9: 1 rd9F.11►I i b D �f�A 1�,1+•.••• 30000 •. A OF September 26, 2025 M N Ln r4 0 r4 1 LIFE SAFETY PLAN Gj o1.o1/1611= 1'-011 PROJECT TRUE NORTH NORTH Proj #: 22.0002883.000 Reviewed By: XX A01,01 BID ISSUE / PERMIT NELSON 0 N Ln N O N l7 N Cn CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. 1 OVERALL FLOOR PLAN Aoz.o1 1/1611= 1'-011 EXISTING EXTERIOR ENTRANCE TO MALL �O) J REMOTE COMMS ROOM 102 H F E KEYNOTES 401 OUTUNE OF AISLE FOR REFERENCE ONLY. 402 LEASE LINE, TYP. 403 AUTOMATIC DOUBLE DOORS TO STOCK ROOM. PUSH PLATE TO BE LOCATED ON ADJACENT WALL TO LEFT, REFER TO DOOR SCHEDULE. 404 8'-0" TALL WIRE MESH PARTITION. SEE DETAILS ON 2/A08.02. BOLTING OR ANY ATTACHMENT TO FLOOR NOT OVERLAP AISLE PAINT STRIPING, TYP. BRACE TO CEILING AS REQUIRED AT CENTER PARTITION. 407 BOLLARD, REFER TO DETAIL 8/A08.02 & 9/A08.02. 410 HALF HEIGHT WALL, REFER TO DETAIL 6/A00.I I FOR MORE INFORMATION. 411 STANDARD WORKHORSE FIXTURE, TYP. REFER TO SHEET A20.01 FOR OVERALL RETAIL LAYOUT. 412 EXISTING GLAZING TO REMAIN. 413 SAFETY GATE. REFER TO EQUIPMENT SCHEDULE. 417 AREA OF EXISTING SPRINKLER MAIN TO REMAIN. REFER TO SPRINKLER DRAWINGS. 419 PALLET ZONE. 428 GOAL POST. REFER TO EQUIPMENT SCHEDULE. 429 GC TO COORDINATE, WALL FRAMING FOR 12" PLATE TO SECURE TO FLOOR UNDER WALL. COORDINATE WITH GOALPOST (EQ-28) INSTALLATION. 431 GC TO COORDINATE INSTALLATION OF TRUCK LIGHT ON EXISTING RAILING. 432 EXISTING RAILING BY LANDLORD TO REMAIN. C SEE A06.05 �• .,z CORRIDOR 77 V 126 0 GENERAL NOTES A. DIMENSIONS TO FACE OF PARTITIONS ARE TO FACE OF FINISH AS SHOWN IN PARTITION TYPES ON A0.11. FINISHES DEPICTED IN FINISH PLANS AND ELEVATIONS ARE NOT SHOWN ON PARTIAL FLOOR PLANS. REFER TO ENLARGED PLANS, ELEVATIONS, AND DETAILS. B. REFER TO PARTIAL PLANS FOR MORE INFORMATION. OVERALL PLANS ARE INTENDED TO PROVIDE CONTEXT FOR PARTIAL PLANS. C. COORDINATE BLOCKING DIMENSIONAL REQUIREMENTS AND LOCATION WITH ENLARGED PLANS AND INTERIOR ELEVATIONS. D. PROVIDE 3/4" FIRE RATED PLYWOOD BLOCKING @ 48" O.C. AT FOH AND BOH FIRE EXTINGUISHERS, TYP. REFER TO LIFE SAFETY PLAN FOR LOCATIONS. E. PROVIDE BLOCKING FOR PLUMBING FIXTURES PER MANUFACTURER REQUIREMENTS AND COORDINATE WITH PLUMBING DRAWINGS FOR ALL PLUMBING FIXTURE LOCATIONS. F. PROVIDE BLOCKING FOR ALL WALL MOUNTED SIGNAGE AND MILLWORK. G. GRAB BARS AND DRESSING ROOM BENCH SEATS SHALL BE DESIGNED TO RESIST A SINGLE CONCENTRATED LOAD OF 250 POUNDS APPLIED IN ANY DIRECTION AT ANY POINT ON THE GRAB BAR OR SEAT SO AS TO PROVIDE THE MAXIMUM LOAD EFFECTS. H. REFER TO METAL STRAPPING DETAIL FOR ADDITIONAL INFORMATION, TYP. I. REFER TO ELEVATIONS FOR MOUNTING HEIGHTS OF METAL STRAPPING, TYP. J. SEE ENLARGED PLANS AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION AND DIMENSIONING. K. PATCH AND REPAIR ALL EXISTING WALLS, COLUMNS, AND SURFACES SCHEDULED TO REMAIN AS REQUIRED. TO LEAVE THEM SMOOTH AND EVEN TO RECEIVE NEW SCHEDULED FINISHES. REFER TO FINISH PLAN FOR ADDITIONAL INFORMATION. L REPAIR AND RESTORE EXISTING FIREPROOFING DAMAGED DUE TO DEMOLITION AND NEW WORK. FIREPROOFING SHALL BE AS REQUIRED TO MAINTAIN EXISTING FIRE PROTECTION RATING. M. ALL WALLS TO BE LEVEL 4 FINISH U.N.O. N. ALL WALLS - FURRING, INSULATION, AND GYPSUM BOARD FROM FLOOR TO DECK. PROVIDE CONTROL JOINTS AT 30'-0" O.C. MAX. LEGEND- OVERALL FLOOR PLANS BUILDING ELEVATIONS Al — \VIEW NUMBER 1/A2.01 unT necL' NG i i PANTRY/RECHARGE COLLEAGUE CAFE 120 � • SEE A06.09 I SEE A06.15 %• 1 ' I � E] ------ ------- — — — — — --- — — — — OPEN OFFICE ADMIN AREA El LCASH OFFICE 401 125 STORAGE CLOSET 122 ,w SEE A06.12 1 124 CASH LOBBY SEE A06.10 SEE A06.11 121 ,? LOCKER & COATI I I I I I I ELECTRICAL ROOM SEE A06.10 1 127 _HANGING AREA 123 RETAIL AREA o o I I I SEE A06.13 I [V r4 L---------J I I AREA I 101 a s I I AREA I COMMS ROOM I I I I I I 109 0 I a s I I 0 I , STOCK AREA 131 I ��I 71 CLEANER'S i COMPOUND �j 128 1 • SEE A06.14 IEQUIPMENT ROOr1 • 129 ,I • VM ROOM 130 • 41i I I • � � 1 L J _ __ L L --I L — — — — — -- — — — — — — — 108\, �ij or ip I SEE A06.04 I L— — — ---------------------------------------------- —412 fro. +/-158'-101/4" ® 67'-0" 55'-9 3/4" 4 I rn I I ITTI 410 SELF CHECKOUT r i FITTING ROOMS _ _ 431 / CASH1itA j 104 - 105 I � I I 103 I SEE A06.03 ) SEE A06.02 b • • , SEE A06.03:�.�'ss.��'_r_=1�_--1 II — _. _. _. _. _. __ __ __ __ __ __ _! ._ ._ ..v _. .. _. __ __ ._ I REPROCESSING SECURITY CORRIDOR ` 1 W L AREA I 107 110 m K 1 106 SEE A06.04 SEE A06.04 A06.16 f I SEE A06.02 (0 LOADING DOCK 132 6 a BUILDING ELEMENTS EXISTING PARTITION TO REMAIN I9:1:41toto] ►1 ANNOTATIONS ELEMENTS VIEW REFERENCE AJOSIWN PROJECT TRUE NORTH NORTH Nelco Architecture, Inc. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone: (513) 241-3000 WWW.NELSONWORLDWIDE.COM PRIMARK PROJECT EXECUTIVE ROBERT MARKIEWICZ CONSTRUCTION PROJECTE(ECUTI'VE RMAR e.'iICZ@PR:MARK.COM PROJECT MANAGER DH MANAGEMENT SERVICES, LLC KEI'H DAVIS PRINCIPAL KEITHDAVIS@DHMANAGEMENTSERVICES.COM MEP ENGINEERS ROSINI ENGINEERING, PC YANNY MEDIA 24-02 40TH AVENUE YM E71A@ ROSINI EN GIN EER:NG.COM TDLR CONSULTANT BE COMPLIANT . LLC BETH COOKE RAS 217 MIDLOTHIAN,TX 76065 ARCHITECT NELCO ARCHITECTURE, INC. W. SCOTT WINGER, AIA NELSON CONTACT: 470 PAS, 7S 204 111 Mil, 0*1 1 Rink I GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 Issue: No: Date: LL/OWNER REVIEW SET 01/08/2025 ISSUED FOR CONSTRUCTION 02/17/2025 BULLETIN #1 2 05/02/2025 BULLETIN #2 3 07/03/2025 RESPONSE TO REVISIONS #2 4 09/26/2025 [004:�.11119tell] :»�:1►1 s E D `\ AV f � -30 •. w OF T September 26, 2025 Proj #: 22,0002883.000 Reviewed By: XX A02,01 BID ISSUE / PERMIT NO N�. T F.A�l"1 CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. 25 29 27 1 l Al FLOOR PLAN - AREA 'A' A02,OlA 1/811 = 11-011 EXISTING EXTERIOR ENTRANCE TO MALL I NIC REMOTE COMMS ; ROOM / q 102 / o0 Maa3 j 22 � o — n - KEYNOTES 401 OUTLINE OF AISLE FOR REFERENCE ONLY, 402 LEASE LINE, TYP. 408 CART BUMPER TO BE INSTALLED AT MALL ENTRANCE PORTAL, REFER TO EQUIPMENT SCHEDULE. 410 HALF HEIGHT WALL, REFER TO DETAIL 6/A00.11 FOR MORE INFORMATION, 411 STANDARD WORKHORSE FIXTURE, TYP, REFER TO SHEET A20,01 FOR OVERALL RETAIL LAYOUT. 412 EXISTING GLAZING TO REMAIN. 402 TYP. j• r ------------------------------------------1---- I I I 411 I -- ---- -- —— I ❑ I I Fil — — — — i I ❑ ao1 I I I I I I I I I I I I I I I I I I I I I I I I L-------------- I I I - ---------------- I LEGEND- OVERALL FLOOR PLANS 12 A08.02 TYR Em Aux 1 1/A2.01 RETAIL AREA 1 101 I-0 BUILDING ELEVATIONS VIEW NUMBER SHEET NUMBER BUILDING ELEMENTS EXISTING PARTITION TO REMAIN 11:1:411111]l1 ANNOTATIONS ELEMENTS VIEW REFERENCE GENERAL NOTES A. DIMENSIONS TO FACE OF PARTITIONS ARE TO FACE OF FINISH AS SHOWN IN PARTITION TYPES ON A0.11. FINISHES DEPICTED IN FINISH PLANS AND ELEVATIONS ARE NOT SHOWN ON PARTIAL FLOOR PLANS. REFER TO ENLARGED PLANS, ELEVATIONS, AND DETAILS. B. REFER TO PARTIAL PLANS FOR MORE INFORMATION, OVERALL PLANS ARE INTENDED TO PROVIDE CONTEXT FOR PARTIAL PLANS, C. COORDINATE BLOCKING DIMENSIONAL REQUIREMENTS AND LOCATION WITH ENLARGED PLANS AND INTERIOR ELEVATIONS, D. PROVIDE 3/4" FIRE RATED PLYWOOD BLOCKING ,a 48" O.C. AT FOH AND BOH FIRE EXTINGUISHERS, TYP, REFER TO LIFE SAFETY PLAN FOR LOCATIONS, E. PROVIDE BLOCKING FOR PLUMBING FIXTURES PER MANUFACTURER REQUIREMENTS AND COORDINATE WITH PLUMBING DRAWINGS FOR ALL PLUMBING FIXTURE LOCATIONS, F. PROVIDE BLOCKING FOR ALL WALL MOUNTED SIGNAGE AND MILLWORK, G. GRAB BARS AND DRESSING ROOM BENCH SEATS SHALL BE DESIGNED TO RESIST A SINGLE CONCENTRATED LOAD OF 250 POUNDS APPLIED IN ANY DIRECTION AT ANY POINT ON THE GRAB BAR OR SEAT SO AS TO PROVIDE THE MAXIMUM LOAD EFFECTS. H. REFER TO METAL STRAPPING DETAIL FOR ADDITIONAL INFORMATION, TYP. I. REFER TO ELEVATIONS FOR MOUNTING HEIGHTS OF METAL STRAPPING, TYR ], SEE ENLARGED PLANS AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION AND DIMENSIONING, K. PATCH AND REPAIR ALL EXISTING WALLS, COLUMNS, AND SURFACES SCHEDULED TO REMAIN AS REQUIRED. TO LEAVE THEM SMOOTH AND EVEN TO RECEIVE NEW SCHEDULED FINISHES. REFER TO FINISH PLAN FOR ADDITIONAL INFORMATION, L. REPAIR AND RESTORE EXISTING FIREPROOFING DAMAGED DUE TO DEMOLITION AND NEW WORK. FIREPROOFING SHALL BE AS REQUIRED TO MAINTAIN EXISTING FIRE PROTECTION RATING, M. ALL WALLS TO BE LEVEL 4 FINISH U.N.C. N. ALL WALLS - FURRING, INSULATION, AND GYPSUM BOARD FROM FLOOR TO DECK. PROVIDE CONTROL JOINTS AT 30'-0" O.C. MAX. o CD Q �a i I I I I I I I I I I I I I I EQ-29 I I 411 L-------------`--------------- I �—------L-------------- � 411---t— I I L--------------------------------------------------------------------------------------------- -- 412 F 12'-0 3/4" � I 0 000.11bo CASHWRAP I Maa6 6 � 103 Maa6 SEE A06.03 7 402 i TYR Z 1-4 U / \ 00A PROJECT TRUE NORTH NORTH NELSON Nelco Architecture, Inc. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone: (513) 241-3000 WWW.NELSONWORLDWIDE.COM PRIMARK PROJECT EXECUTIVE ROBERT MARKIEWICZ CONSTRUCTION PROJECTEXECUTI'VE RMARKIEV✓ICZ@PR: MARK.COM PROTECT MANAGER DH MANAGEMENT SERVICES, LLC KEITH DAVIS PRINCIPAL KEITHDAVIS@DHMANAGEMENTSERVICES.COM MEP ENGINEERS ROSINI ENGINEERING, PC YANNY MEDIA 24-02 40TH AVENUE YME lA@ROSINIENGINEEP:NG.COM TDLR CONSULTANT BE COMPLIANT . o : _ .. o LLC BETH COOKE RAS 217 MIDLOiHIAN,TX 76065 ARCHITECT NELCO ARCHITECTURE, INC. W.SCOTT WINGER, AIA NELSON CONTACT: 470 PAS, 7S r m � M AFR I rK GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE=+343A GRAPEVINE, TX 76051 Issue: No: Date: WOWNER REVIEW SET 01/08/2025 ISSUED FOR CONSTRUCTION 02/1712025 BULLETIN ;�1 2 05/0212025 BULLETIN x2 3 07/0312025 RESPONSE TO REVISIONS «2 4 09/26/2025 I91[oIl]Oki W:1►0:1Oki; F:T.1 AW .n ►-3 Z P� September 26, 2025 Pro; 22.0002883.000 Reviewed By: XX A02,01A BID ISSUE / PERMIT :1 Ln M ON M N Ln cyl 0 N 4VINE \ CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. W I KEYNOTES 401 OUTLINE OF AISLE FOR REFERENCE ONLY. 402 LEASE LINE, TYP. 403 AUTOMATIC DOUBLE DOORS TO STOCK ROOM. PUSH PLATE TO BE LOCATED ON ADJACENT WALL TO LEFT, REFER TO DOOR SCHEDULE. 404 8'-0" TALL WIRE MESH PARTITION. SEE DETAILS ON 2/A08.02. BOLTING OR ANY ATTACHMENT TO FLOOR NOT OVERLAP AISLE PAINT STRIPING, TYP. BRACE TO CEILING AS REQUIRED AT CENTER PARTITION. 406 LADDER RACKING; SEE INTERIOR ELEVATION FOR ADDITIONAL INFORMATION. CONFIRM FINAL QUANTITIES WITH PRIMARK. 407 BOLLARD, REFER TO DETAIL B/A08.02 & 9/A08.02. 409 GC TO COORDINATE FLOOR MOUNTED CORNER PROTECTION FOR ALL PIPP RACKING/SHELVING. 411 STANDARD WORKHORSE FIXTURE, TYP. REFER TO SHEET A20.01 FOR OVERALL RETAIL LAYOUT. 413 SAFETY GATE. REFER TO EQUIPMENT SCHEDULE. 414 EXISTING RAMP TO REMAIN. 415 EXISTING SHIPS LADDER TO ROOF TO REMAIN. 416 EXISTING STAIRS TO REMAIN. 417 AREA OF EXISTING SPRINKLER MAIN TO REMAIN. REFER TO SPRINKLER DRAWINGS. 418 STOCK ROOM SHELVING, TYP, SEE A04.01. 419 PALLET ZONE. 421 DRYWALL TO EXTEND TO 10'-6" AFF IN CLEANER'S COMPOUND; DRYWALL TO EXTEND FULL HEIGHT ON STOCK AREA SIDE OF WALLS. 423 LL TO SEAL FLOOR TRACK AT PERIMETER & GWB WALLS UP 3" W/WATERPROOF MEMBRANE PRIOR TO INSTALLING BASE. 425 SHELVING BY PIPP MOBILE VENDOR. 428 GOAL POST. REFER TO EQUIPMENT SCHEDULE. 429 GC TO COORDINATE, WALL FRAMING FOR 12" PLATE TO SECURE TO FLOOR UNDER WALL. COORDINATE WITH GOALPOST (EQ-28) INSTALLATION. 431 GC TO COORDINATE INSTALLATION OF TRUCK LIGHT ON EXISTING RAILING. 432 EXISTING RAILING BY LANDLORD TO REMAIN. LEGEND- OVERALL FLOOR PLANS BUILDING ELEVATIONS A1— \VIEW NUMBER Ax.xx 1 s SHEET NUMBER 1/A2.01 BUILDING ELEMENTS 1O.N60111►lei 9:1Oki IIIto] ►Ito] Oki4ul:1I I ANNOTATIONS ELEMENTS ►jI4TTA11494Oki 40104 AD 4 Q Ma6 Ma6 Maa6 3LIb Maa6 WELL BEING 3 HOT DESKING 11 I • •(jft 1 I _ " 1 SEE A06.07 118 119/ Ma6 111 SEE A06.08 '2!LALI'GN SEE A06.08 / o -A —' CORRIDOR ' . M I ill SEE A06.0 -' IjMa D R o� Maa CORRIDOR /r 1 22'-11 1/4" y 6'-8- f 8' 10" 10'-3 3/4" Q I 126 f ALIGN SEE A06.15I ¢ PANTRY/RECHARGE CAFE E106A .� 0 0 01120 401 TYP ¢ W1 3 aa3 iA5121 SEE A06.09 M L M 2 ' Maa3 LOCKER A COAT SEE A06.10 OPEN OFFICE / M' 6 Uj HANGING AREA N I — — — —in ADMIN AREA Maa6 3 0 v I 1 ISEE A06�2� a s SEE A06.11 M 6 CASH OFFICE — Uj to Ma6 'v 1 122 I • • ❑ i 2'-2 3/4" C3 M 1 � SEE A06.10 � 1 I 127A � p- � I I I Co m 2'- 0" WB-02 - I I I i 418 Q E¢Maa6 11 COMPOUND r, 421 CLEANER'S M N dQ am U E¢22C 423 1 128 I 411 I — 128 SEE A06.14 LECTRICAL ROO Q Q Q Q In q _ I I 127 1 — — SEE A06.13 Q Q Q InQ U ' I I I Maa6 Maa3 I i 11 11 419 w ¢Q Qm U c' ' RETAIL AREA I M Q CD Room o I s 1 io1 I I I 1278 Q Q U 129 I 129 ' I I Q m Q U U STOCK AREA a o I 131 -' 404 I I I i Q m Q U U Q VM ROOM , I I I EQ-21 (� 407 Q m Q U CID I 130 � o- � 9'-71/2" y 5'-5 3/4" 7'-2 3 8'-21/2" Qm QU p 403 0 I � o -.. f7 ,409 -------- 425 407 12'-11 TYP. 4 E¢22 _ I iE¢28 428 _ 0 12' 6 5/8" 18' 3 5/8" 407 Ma�a6 I I ` 411 I I COMMS ROOM II 429 LADDER RACKING I I i Q r'� I 109 I NOT D2 NOT 02 E¢22 t— — — — — — — -- I I I I EWER-- —��—-- I L — — — — — — — — — — — — — — — — — — — — — — — — — — — — I Maa6 J I I I IL � � W Maa3 I M ElosA 1 1'-11 1/2" I----------------------------------J 415 CCTV CORRIDOR o I 108 110 n _ SEE A06.04 SEE A16.14 , REPROCESSING� �\ \ — ' II -I 106 \ I / - 5-1" �' 3 -11 414 432 SEE AK02 / i CLEAR I LOADING DOCK 431 M 32 108 ' RMI' ROOMS I Maa6 107 105 V Maa3 I E¢23 SEE ML02 SECURITY , M 107 I 416 I SEE A06.04 _ �3 I 413 \ J Q 1r ' o- -- -- — -- -- -- -- =- -- -- --�-- -- -- FAI • —pl �-llli ill If1 111 ICI QIII� ® SELF CHECKOUT 104 I SEE A06"03 I I .-1 t W Z 1-4J U Q Al FLOOR PLAN - AREA V A02.016 1/811 = 11-011 r. GENERAL NOTES A. DIMENSIONS TO FACE OF PARTITIONS ARE TO FACE OF FINISH AS SHOWN IN PARTITION TYPES ON A0.11. FINISHES DEPICTED IN FINISH PLANS AND ELEVATIONS ARE NOT SHOWN ON PARTIAL FLOOR PLANS. REFER TO ENLARGED PLANS, ELEVATIONS, AND DETAILS. B. REFER TO PARTIAL PLANS FOR MORE INFORMATION. OVERALL PLANS ARE INTENDED TO PROVIDE CONTEXT FOR PARTIAL PLANS. C. COORDINATE BLOCKING DIMENSIONAL REQUIREMENTS AND LOCATION WITH ENLARGED PLANS AND INTERIOR ELEVATIONS. D. PROVIDE 3/4" FIRE RATED PLYWOOD BLOCKING @ 48" O.C. AT FOH AND BOH FIRE EXTINGUISHERS, TYP. REFER TO LIFE SAFETY PLAN FOR LOCATIONS. E. PROVIDE BLOCKING FOR PLUMBING FIXTURES PER MANUFACTURER REQUIREMENTS AND COORDINATE WITH PLUMBING DRAWINGS FOR ALL PLUMBING FIXTURE LOCATIONS. F. PROVIDE BLOCKING FOR ALL WALL MOUNTED SIGNAGE AND MILLWORK. G. GRAB BARS AND DRESSING ROOM BENCH SEATS SHALL BE DESIGNED TO RESIST A SINGLE CONCENTRATED LOAD OF 250 POUNDS APPLIED IN ANY DIRECTION AT ANY POINT ON THE GRAB BAR OR SEAT SO AS TO PROVIDE THE MAXIMUM LOAD EFFECTS. H. REFER TO METAL STRAPPING DETAIL FOR ADDITIONAL INFORMATION, TYP. I. REFER TO ELEVATIONS FOR MOUNTING HEIGHTS OF METAL STRAPPING, TYP. J. SEE ENLARGED PLANS AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION AND DIMENSIONING. K. PATCH AND REPAIR ALL EXISTING WALLS, COLUMNS, AND SURFACES SCHEDULED TO REMAIN AS REQUIRED. TO LEAVE THEM SMOOTH AND EVEN TO RECEIVE NEW SCHEDULED FINISHES. REFER TO FINISH PLAN FOR ADDITIONAL INFORMATION. L. REPAIR AND RESTORE EXISTING FIREPROOFING DAMAGED DUE TO DEMOLITION AND NEW WORK. FIREPROOFING SHALL BE AS REQUIRED TO MAINTAIN EXISTING FIRE PROTECTION RATING. M. ALL WALLS TO BE LEVEL 4 FINISH U.N.O. N. ALL WALLS - FURRING, INSULATION, AND GYPSUM BOARD FROM FLOOR TO DECK. PROVIDE CONTROL JOINTS AT 30'-0" O.C. MAX. 25 10 J PROJECT TRUE NORTH NORTH NELSON Nelco Architecture, Inc. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone: (513) 241-3000 WWW.NELSONWORLDWIDE.COM PRIMARK PROJECT EXECUTIVE ROBERT MARKIEWICZ CONSTRUCTION PROJECT EXECUTIVE RMARKIEV✓ICZ@PRIMARK.COM PROIECi MANAGER DH MANAGEMENT SERVICES, LLC KEI'H DAVIS PRINCIPAL KEITHDAVIS@DHMANAGEMENTSERVICES.COM MEP ENGINEERS ROSINI ENGINEERING, PC YANNY MEDIA 24-02 40TH AVENUE YM EIIA@ ROSINI ENGIN EER:NG.COM TDLR CONSULTANT BE COMPLIANT.. _ JS LLC BETH COOKE RAS 217 MIDLOTHIAN,TX 76065 ARCHITECT NELCO ARCHITECTURE, INC. W. SCOTT WINGER, AIA NELSON CONTACT: 470 PAS, 7S P JR El F MEMA RuPI GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 Issue: WOwNER REVIEW SET ISSUED FOR CONSTRUCTION BULLETIN #1 BULLETIN #2 RESPONSE TO REVISIONS #2 KEY PLAN: No: Date: 01/08/2025 02/17/2025 2 05/02f2025 3 07/03/2025 4 09/26/2025 b✓ / 7d : ►-3 000 � �0 14'9T�•• ....•• .• w p,Ss OF September 26, 2025 Proj #: 22.0002883.000 Reviewed By: XX A02,01B BID ISSUE / PERMIT GENERAL NOTES NELSON CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. I_j���:IG\►Cr7�+�►�iC�I+�i 3�Lj,�:Z�1�1��� NO A. ROOF PLAN FOR REFERENCE ONLY, WORK COMPLETED BY LANDLORD AS PART OF SHELL SPECIFICATION. B. REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION. PROJECT TRUE NORTH NORTH Nelco Architecture, Inc. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone:(513) 241-3000 WWW.NELSONWORLDWIDE.COM 931ildrXI tklr}l0iR� lkil•ltkNA ROBERT MARKIEWICZ CONSTRUCTION PROJECTEXECUTI'VE RMARKIEV✓ICZ@PR: MARK.COM PROIECT MANAGER DH MANAGEMENT SERVICES, LLC KEITH DAVIS PRINCIPAL KEITHDAVIS@DHMANAGEMENTSERVICES.COM MEP ENGINEERS ROSINI ENGINEERING, PC YANNY MEDIA 24-02 40TH AVENUE YMElA@ROSINIENGINEER:NG.COM TDLR CONSULTANT BE COMPLIANT INSPECTIONS LLC BETH COOKE RAS 217 MIDLOiHIAN,TX 76065 ARCHITECT NELCO ARCHITECTURE, INC. W.SCOTT WINGER, AIA NELSON CONTACT: 470 PAS, 7S rMMARD- I rK GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 Issue: No: Date: LL/OWNER REVIEW SET 01/08/2025 ISSUED FOR CONSTRUCTION 02/1712025 BULLETIN �1 2 05/0212025 RESPONSE TO REVISIONS; 2 4 09/2612025 KEY PLAN: ISM 4:R:114036**1110I 1901119 PLAN (FOR REFERENCE ONLY) i ('�5 .•�� SCOT ���r'�1 .n X : ►-3 •.� S . P� September 26, 2025 Proj #: 22.0002883.000 Reviewed By: XX A02,Rl BID ISSUE / PERMIT LIGHT FIXTURE SCHEDULE DESCRIPTION: SINGLE FACEPLATE - DIRECTIONAL EXIT SIGN MANUFACTURER: CONTECH MODEL: REXA-SADF-R-EM-W WITH STEM KIT AS REO'D IN WHITE ® CEIUNGVOUNTING: SEE PLAN NOTES: R=RECESSED: ALL OTHER FIXTURES SURFACE MOUNTED. GC TO PROVIDE METAL ROD OR STEM WITH J-BOX AS REQUIRED. HEIGHTS OF EXIT SIGNS TO BE V.I.F. WITH ARCHITECT & MUST BE VISIBLE AT ALL TIMES. DESCRIPTION: RECESSED LED 2X2 ❑ MANUFACTURER: SOLAIS MODEL: LUMITRAY(FP22-840-/OSWH) CR-22 CEIUNGIMOUNTING: RECESSED NOTES: DESCRIPTION: RECESSED LED 2X2 MANUFACTURER: SOLAIS MODEL: LUMITRAY (FP22-840-40S-WH) CR-22 EM CEILINGIMOUNTING: RECESSED NOTES: - DESCRIPTION: 46• LINEAR LED LUMINAIRE MANUFACTURER: MERCURY LIGHTING MODEL: LSA-4-4000-40K-HTA-U55-UNI CEIUNG;MOUNTING: SURFACE M-2 NOTES: DESCRIPTION: 46' LINEAR LED LUMINAIRE - EMERGENCY MANUFACTURER: MERCURY LIGHTING MODEL LSA-4-40(1D-40K-HTA-U55-UNI-BSL3102W CEILINGIMOUNTING: SURFACE M-2 EM NOTES: DESCRIPTION: TRACKHEAD FIXTURE MANUFACTURER: LF ILLUMINATION 0 PL4 MODEL TZAOI-C-J-19C-9230-M-Dt-1-WW CEILINGIMOUNTING: TRACK LIGHT NOTES: USE WITH LT SINGLE CIRCUIT TRACK DESCRIPTION: TRACKHEAD FIXTURE MANUFACTURER: LF ILLUMINATION 0 PL6 MODEL TZAOI-C-J-19C-9230-M-Dt-i-WW CEILINGIMOUNTING: TRACK LIGHT NOTES: USE WITH LT SINGLE CIRCUIT TRACK USE 38 DEGREE ANGLE OPTION. DESCRIPTION: TRACKHEAD FIXTURE MANUFACTURER: LF ILLUMINATION 0 PL13 MODEL TZADI-CJ-19C-9MM-D1-1-WW CEILINGIMOUNTING: TRACK LIGHT NOTES: USE WITH LT SINGLE CIRCUIT TRACK DESCRIPTION: TRACK HEAD FIXTURE MANUFACTURER: LF ILLUMINATION PL15 MODEL TZAO1-CJ-19C-9230-M-D1-1-WW CEILINGIMOUNTING: TRACK LIGHT NOTES: USE WITH LT SINGLE CIRCUIT TRACK DESCRIPTION: TRACK HEAD FIXTURE MANUFACTURER: BRUCK 0 PL25 MODEL 350442-40LM-30K-90-50.120-ELV-WH-IUNDPWH CEIUNGIMOUNTING: PENDANT LIGHT NOTES: USE WITH LT SINGLE CIRCUIT TRACK GRAP VIDE. T E. • X " 1 S CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. MA EXISTING EXTERIOR ENTRANCE TO MALL M M Ln N 1 1 OVERALL REFLECTED CEILING PLAN 0 A03.01 j 1/16" = V-0" DESCRIPTION: EXISTING EXTERIOR LIGHT MANUFACTURER: DUALUTE MODEL: PG-W EX-L1 CEILING -MOUNTING: EXTERIOR WALL NOTES: WA DESCRIPTION: EXISTING LIGHT - ROOF HATCH MANUFACTURER: - MODEL: - EX-L2 CEILINGMOUNTING: ROOF NOTES: WA DESCRIPTION: RECESSED CAN FIXTURE MANUFACTURER: 1'!I WAMS 0 MODEL: 4DR-TL-L#-8=4-UNV-0-M-SF-CS-N-F 1 L2 CEILINGIMOUNTING: RECESSED NOTES: NIA DESCRIPTION: LED TRACK LINEARS MANUFACTURER: SOLAIS MODEL: LCU(2F, 4F, 6Fy1DRL9301(2300, 4600, OR MyPWIJ CEILINGMOUNTING: TRACK LIGHT DF2/DF4/DF6 NOTES: CONTECH, LT2 SERIES TWO CIRCUIT TRACK BB21BBt SOLAIS BLANKS AS NOTED DESCRIPTION: CIRCUIT LINE VOLTAGE TRACK MANUFACTURER: CDNTECH MODEL: LT SERIES SINGLE CIRCUIT OR LT2 SERIES Tl'!0 CIRCUIT TRACK AS NOTED CEILING,'MOUNTUIG: TRACK LIGHT S�-2 NOTES: CONTECH, LT2 SERIFS TWO CIRCUIT TRACK, TYPICAL LIGHTING FIXTURE HEIGHTS B.O. STRUCTURE VIF & COORDINATE WITH HEIGHT VARIES DUCTWORK HEIGHTS AND EXISTING CONDITIONS ---UNISTRUT AS B.O. JUNCTION BOX -_ _ REQUIRED -------------- -- -- -- --- 13'-0" AFF PERIM. + ACCENT LIGHTING 12'-2" AFF FOH FIXTURE jk ----_ -- 12'-0" AFF B.O. DFX FIXTURE TRACK I I TRACK _ _ _ _ _ _ � _ SPEAKERS 11'-6" AFF TRACK 11'-6" AFF ------ -----EXIT SIGNS, CAMERAS 10'-6" AFF FITTING ROOM I SECURITY MONITORS -- FRONT DOORPL25 ---_ 8' 10"AFF 9'-0"AFF (VIF WITH MOUNTING) SALES AREA & FITTING ROOM B.0 JUNCTION BOX ----- 1 V-0" AFF ------------ -------- B.0 FIXTURE 10'-0" AFF M2 AND M2-EM GENERAL BOH i\1 I l 1 I i H �I1 � I OF ("E �I UD OC �B'I I I III I I I I B.O. STRUCTURE HEIGHT VARIES SPEAKERS 10'-0" AFF GENERAL NOTES 1. CEILING TILES SHALL BE CENTERED BOTH WAYS IN EACH ROOM OR AREA UNLESS DIMENSIONED OTHERWISE. 2. ALL DIMENSIONS ARE TO THE CENTER OF THE LIGHT FIXTURE, U.N.O. 3. LIGHT FIXTURES SHALL BE LOCATED AS INDICATED ON THIS PLAN. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. CONTACT ARCHITECT/ENGINEER IMMEDIATELY IF THERE ARE ANY DISCREPANCIES. 4. ALL SOFFIT DIMENSIONS ARE TO FINISH FACE, U.N.O. 5. ALL NOTED CEILING DIMENSIONS ARE INDICATED AS CLEAR ABOVE FINISHED FLOOR DIMENSIONS. 6. SWITCHES ON OPPOSITE SIDES OF PARTITIONS TO BE INSTALLED IN SEPARATE STUD CAVITIES, U.N.O. 7. PROVIDE MATCHING LEVITON DECORA SERIES TYPE COVER PLATES, SWITCHES, AND RELATED ITEMS, COLOR: WHITE, U.N.O. 8. PROVIDE ALL DEVICES UNDER A COMMON FACEPLATE, U.N.O. 9. ALL STROBE, SPEAKER/STROBE, AND VISUAL ALARM DEVICE LOCATIONS INDICATED ON THE ARCHITECTURAL DRAWINGS ARE FOR DESIGN INTENT ONLY. 10. FINISH OF WAC DIFFUSERS & REGISTERS, LIGHT FIXTURE TRIM, DRAPERY POCKETS, SPEAKER GRILLES, AND OTHER CEILING MOUNTED DEVICES TO MATCH ADJACENT CEILING FINISH. 11. LOCATE ALL LIGHTING FIXTURES AND HVAC DIFFUSERS & KtUIJ I tKJ WITHIN ACT GRIDLINE, U.N.O. 12. ALL CEILING MOUNTED DEVICES TO BE CENTERED IN ACOUSTICAL CEILING TILE, U.N.O. 13. G.C. SHALL VERIFY LOCATION, SIZE AND CONDITION OF ALL EXISTING STRUCTURAL MEMBERS, INCLUDING JOISTS, BEAMS, TRUSSES, GIRDERS, METAL DECK, ETC. 14. LATERAL BRACING FOR SUSPENDED CEILINGS MUST BE PROVIDED BY CEILING CONTRACTOR. ADDITIONAL HANGER AND SAFETY WIRES FOR LIGHT FIXTURES, DUCTWORK, SPEAKERS, ETC. SHALL BE THE RESPONSIBILITY OF THE CEILING CONTRACTOR 15. IF NEW CEILING SYSTEMS REQUIRE HANGERS, ALL HANGERS SHALL BE #8 GALVANIZED WIRE AT 24" O.C. 16. ALL ITEMS REQUIRING ATTACHMENT TO STRUCTURE ABOVE SHALL BE SUSPENDED FROM BEAMS OR JOISTS - NO ITEMS MAY BE SECURED TO METAL DECKING. G.C. SHALL VERIFY WITH LANDLORD THE METHOD OF ATTACHMENT FOR ALL ITEMS ANCHORED OR SUSPENDED FROM EXISTING STRUCTURE AND INCLUDE REQUIRED TRAPEZES/UNISTRUT AS REQUIRED TO ACHIEVE. 17. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL LIGHTING SPECIFICATIONS AND ALL LIGHT SWITCH LOCATIONS. 18. GC TO COORDINATE ALL EXIT SIGNS WITH EGRESS PLAN 19. EXIT SIGNS IN SALES AREA/FITTING ROOMS, U.N.O. GC TO PROVIDE TRAPEZE UNDER LIGHTS (UNISTRUT OR SIM) TO CENTER EXIT SIGN AS SHOWN ON RCP. 20. COORDINATE ALL CEILING MOUNTED DEVICES ON THE FIRE ALARM DRAWINGS TO BE CENTER OF ACT TILE OR CENTERED IN SPACES WITH NO CEILING, TYP. ACT CEILING REFER TO RCP S NSTgER MEIISRESfR00H ItESTR0011 ;COLLEAGUE) (Cpivaw) WHI FFIT a: El, It,uc >,� REFER TO OELEVATTON $ A06O5 SEE A06B6 SIX A9C06 4 SM Aacm IIII - - - - _ _—- _- _ _- __ _ =— ___—_ _ _—- -- _ __ =1 - r11 F r I. LI Ll III III I I I _ _ Ir LIJ L J I >x — IXu 1:0 cl � cp 9 Y, _ 0 0 6 Q I —a_ vAxmr/REaowr.E CIMUNIACNI I -� � ❑i � H 7SIM A" M2EM 'I l M2 EM M2 RETAIL AREA h12 = III I o M2fM M2 M2 EA E SMAILD MFJ 101 7 7 7 T 712 2 EM I� M2�IA M2 M2 EM M2 h12 EM M2 Id2 EM I V V ,M3 - 1,12 EM M2 - - — — — -- — — -- I h12 EM I' M2 EM M2 M2 EM M2 M2 EM M2 I LIJ L J _ E71 . • i I M2 EM Ep M2'EM 1/2 M2 EM M2 M2EM MZiM M2 EM M2 I 1 — X o_ IQ M2 EM M2 M2 EM -M2 - N2 EM IX M - - — IX-Ll I' M2 � M2 M2 EM =2 M2 EM M2 M2 EM M2 142 EM CORRIDOR 1 —J IO 1I SEE A06A4 II M2 EM M22 112 EM M2 M2 EM M2 M2 EM M2 0 II ®SEA" � III IIIFwl RIILIG RDO6 I M2 EM Mot M2 EM M2 M2 EM M2 oEM o M2 EM LIJ I LIJ O summ I. ® .� o 0 0 — — _ M2 M2 EM M2 M2 EM M2 M2 EM M2 M2 EM M2 7*7 IX-Ll IX-Ll —IXil IX-Ll Z� K) f I I R001/ j ' F- J I • I I 3 DETAIL - ACT TO GYP. SOFFIT A03.01 3° = V-0° EXISTING COLUMNS THAT ARE TO BE LEFT EXPOSED TO BE SMOOTH WITH ANY EXISTING HOLES FILLED. LIGHTING FIXTURE TO MAINTAIN 1'-0" — OFFSET FROM FACE OF GYP WHEN COLUMN IS FURRED OUT OR FROM WORKHORSE. REFER TO FLOOR PLANS FOR SPECIFIC LOCATIONS. I 1 I 1 I 1 I 1 I 1 I 1 I I 1 I I I I I I I I - I I I I I I I I I 1 z I I E I I I 1 I 1 I I 1 I i IIIIIII I I � I I I Xi i� II GYP BD 5/8" CORNER BEAD SAG-RESIS GYP BD 2 TYPICAL COLUMN DETAIL AT WORKHORSE FIXTURE 3.01 G01/2" = V-0" COL COLD -FORMED METAL FRAMING WIRE TIE SUSPENSION SYSTEM ACOUSTICAL PANEL CEILING EDGE MOLDING —�— — — ST2 LIGHTING J ... TRACK,TYP DARD WORKHORSE FIXTURE � rhAhh.�/' PROJECT TRUE NORTH NORTH NELSON Nelco Architecture, Inc. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone: (513) 241-3000 WWW.NELSONWORLDWIDE.COM PRIMARK PROJECT EXECUTIVE ROBERT MARKIEWICZ CONSTRUCTION PROJECT EXECUTIVE RMARKIEVnCZ@PRIMARK.COM PROJECT MANAGER DH MANAGEMENT SERVICES, LLC KEITH DAVIS PRINCIPAL KEITHDAVIS@ DHMANAGE M ENTSERVICES.COM MEP ENGINEERS ROSINI ENGINEERING, PC YANNY MEDIA 24-02 40TH AVENUE YMEIIA'g , , _ _ � D OOM TDLR CONSULTANT BE COMPLIANT .. _ LLC BETH COOKE RAS 217 MIDLOTHIAN,TX 76065 ARCHITECT NESCO ARCHITECTURE, INC. W.SCOTT WINGER, AIA NELSON CONTACT: 470 PAS, 7S zRallmlialkirk/l GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 Issue: No: Date: LL/OWNER REVIEW SET 01/08/2025 ISSUED FOR CONSTRUCTION 02/1712025 BULLETIN #1 2 05/0212025 BULLETIN #2 3 07/0312025 RESPONSE TO REVISIONS #2 4 09/26/2025 KEY PLAN: OVERALL REFLECTED CEILING PLAN i b U `% V N1.0scorT� * ' :* OF September 26, 2025 Proj 22.0002883.000 Reviewed By: XX A03,01 BID ISSUE / PERMIT ���P VISE LIGHT FIXTURE SCHEDULE GENERAL NOTES NELSON Nelco Architecture, Inc. CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. DESCRIPTION: SINGLE FACEPLATE- DIRECTIONAL EXFT SIGN MANUFACTURER: CONTECH MODEL REXA-SFIDF-R-EM-W WITH STEM KIT AS REO'D IN WHITE ® CEILINGIMOUNTING: SEE PLAN m NOTES: R=RECESSED; ALL OTHER FUTURES SURFACE MOUNTED. GC TO PROVIDE METAL ROD OR STEM WITH J-BOX AS REQUIRED. HEIGHTS OF EXIT SIGNS TO BE V.I.F. WITH ARCHITECT & MUST BE VISIBLE AT ALL TIMES. DESCRIPTION: RECESSED LED 2X2 MANUFACTURER: SOLAIS MODEL LUMITRAY (FP22.840.40S-WH) CR-22 CEILINGIMOUNTING: RECESSED NOTES: DESCRIPTION: RECESSED LED 2X2 MANUFACTURER: SOLAIS MODEL: LUMITRAY (FP22840.405•WH) CR-22 EM CEILINGIMOUNTING: RECESSED NOTES: - DESCRIPTION: 46" LINEAR LED LUMINAIRE MANUFACTURER: MERCURY UGHTING MODEL LSA4.400040K4HTA-U55-UNI CEILINGIMOUNTING: SURFACE M-2 NOTES: DESCRIPTION: 46" UNEAR LED LUMINAIRE - EMERGENCY MANUFACTURER: MERCURY LIGHTING MODEL LSA-4.400040K-HTA-U55-UNWSL3102W CEILINGIMOUNTING: SURFACE M-2 EM NOTES: DESCRIPTION: TRACKHEAD FIXTURE MANUFACTURER: LFILLUMINATION 0 PL4 MODEL: TZA0I-C-J-19C-9230-M-D1-1-WW CEILW-dMOUNTING: TRACK LIGHT NOTES: USE WITH LT SN4GLE CIRCUIT TRACK DESCRIPTION: TRACKHEAD FIXTURE MANUFACTURER: LFILLUMINATION 0 PL6 MODEL TZADI-CJ-19C-9230•M-D1-1-WW CEILNIGIMOUNTING: TRACK LIGHT NOTES: USE WITH LT SINGLE CIRCUIT TRACK USE 38 DEGREE ANGLE OPTION. DESCRIPTION: TRACKHEAD FIXTURE MANUFACTURER: LFILLUMINATION K13 MODEL TZ4DI-CJ-19C-9230-M-D1.1-WW CEIUNGWOUNTING TRACK LIGHT NOTES: USE WITH LT SINGLE CIRCUIT TRACK DESCRIPTION: TRACK HEAD FDCTURE MANUFACTURER: LFILLUMINATION 0 PL15 MODEL TZADI-CJ-19C-923O•M-D1-1-WW CE]UNGWOUNTING: TRACK LIGHT NOTES: USE WITH LT SINGLE CIRCUIT TRACK DESCRIPTION: TRACK HEAD FUTURE MANUFACTURER: BRUCK R25 MODEL 3504424MM-W-90.50.120-ELV-WH-IUNDPWH CEIUNGWOUNTING: PENDANT LIGHT NOTES: USE WITH LT SINGLE CIRCUIT TRACK DESCRIPTKN: EXISTING EXTERIOR LIGHT MANUFACTURER: DUAL UTE MODEL PG-W EX-L1 CEIUNGIMOUNTING: EXTERIOR WALL NOTES: NIA DESCRIPTIOk EXISTING LIGHT - ROOF HATCH MANUFACTURER: - MODEL EX-1-2 CEIUNGIMOUNTING: ROOF NOTES: NIA DESCRIPTION: RECESSED CAN FIXTURE MANUFACTURER: WILLIAMS 0 MODEL' 4DR-TL-l4-84t#-UNV-O-M-SF-05*Fl L.2 CEILINGIMOUNTING: RECESSED NOTES: N/A DESCRIPTION: LED TRACK UNEARS MANUFACTURER: SOLAIS MODEL LCU(2F. 4F, 6Fy1DRL9301(2300, 4600. OR 6900)1PWIJ CEILINGIMOUNT1% TRACK LIGHT DF2/DF4/DF6 NOTES: CONTECH, L32 SERIES TWO CIRCUIT TRACK BB2/B84: SOLAIS BLANKS AS NOTED DESCRIPTION: CIRCUIT UK VOLTAGE TRACK MANUFACTURER: CONTECH MODEL: LT SUM SINGLE CIRCUIT OR LT2 SERIFS TWO CIRCUIT TRACK AS NOTED CEILDUGJMOUNTDIG: TRACK LIGHT S72 NOTES: CORTECH, LT2 SERIES TWO CIRCUIT TRACK, C REFLECTED CEILING PLAN KEYNOTES 801 FOH AISLE SHOWN FOR REFERENCE ONLY. 803 DASHED LINE REPRESENTS V-0" CLEARANCE TO BE MAINTAINED BETWEEN PERIMETER TRACK FIXTURES AND 45 DEGREE TRACK FIXTURES. 806 PAINTED GWB SOFFIT AT T-0" AFF. 818 METAL STORAGE SHELVING BELOW. CUSTOMER i RESTROOM i, 113 SEE A06.05 P :EYING ROO L BJVG 116 7 irl SEE A06.07 SEE A06.08 A. CEILING TILES SHALL BE CENTERED BOTH WAYS IN EACH ROOM OR AREA UNLESS DIMENSIONED OTHERWISE. B. ALL DIMENSIONS ARE TO THE CENTER OF THE LIGHT FIXTURE, U.N.O. C. LIGHT FIXTURES SHALL BE LOCATED AS INDICATED ON THIS PLAN. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. CONTACT ARCHITECT/ENGINEER IMMEDIATELY IF THERE ARE ANY DISCREPANCIES. D. ALL SOFFIT DIMENSIONS ARE TO FINISH FACE, U.N.O. E. ALL NOTED CEILING DIMENSIONS ARE INDICATED AS CLEAR ABOVE FINISHED FLOOR DIMENSIONS. F. SWITCHES ON OPPOSITE SIDES OF PARTITIONS TO BE INSTALLED IN SEPARATE STUD CAVITIES, U.N.O. G. PROVIDE MATCHING LEVITON DECORA SERIES TYPE COVER PLATES, SWITCHES, AND RELATED ITEMS, COLOR: WHITE, U.N.O. H. PROVIDE ALL DEVICES UNDER A COMMON FACEPLATE, U.N.O. I. ALL STROBE, SPEAKER/STROBE, AND VISUAL ALARM DEVICE LOCATIONS INDICATED ON THE ARCHITECTURAL DRAWINGS ARE FOR DESIGN INTENT ONLY. J. FINISH OF HVAC DIFFUSERS & REGISTERS, LIGHT FIXTURE TRIM, DRAPERY POCKETS, SPEAKER GRILLES, AND OTHER CEILING MOUNTED DEVICES TO MATCH ADJACENT CEILING FINISH. K. LOCATE ALL LIGHTING FIXTURES AND HVAC DIFFUSERS & REGISTERS WITHIN ACT GRIDLINE, U.N.O. —� - I 7W• I I f PL6 PL6 R6 R6 R6 FL6 R6 R6 R6 Rb R6 M R6 R.6 R6 R6 R6 R6 R6 R6 R6 R.6 R6 R6 R6 FW FW R6 116 CI 4 11 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - Rb F oF6 DE6 DF6 _ I � 803 I I I I DR DF6 I DF6 DF6 Irli SELF CHECKOUT DF6 104 SEE A06.03 ll•1 N 0 N Al REFLECTED CEILING PLAN - AREAS' A03.01B 1/811 = 1'-011 DF6 I R6 PL6 R6 6PL6 ►.. REPROCESSING AREA 106 i SEE A06.02 FITTING ROOMS 1 105 i SEE A06"02 U LdL oF6 Rb — DFd I _ Rb I I' I I I CORRIDOR 1 r R6 sos © I 126 B ® IX u f _ �� I SEE A06.15 I r I � r121 Lode I PUSDw ' — _ PANTRY/RECHARGE 0 0 -ICE I' LOCKER & COAT SEE A06.10 � I HANGING AREA > > , CASH OFFICE « COLLEAGUE CAFE 0F6 1-0 120 4'-6" 1 1 _1 l 1123 I � 122 I SEE A06.09 a 6 12 ` • SEE 11 EE A06.10 — DF6 7F'I77- tl TV. PL6 DF6 - ElI I I I I L OP — _ uY p4 ` M� ; ;'' �� M2 �Q EK M2 M2 EM M2 M2 EM CLEANER'S v PUS . — — — — ----•— — — - — - — - ----------- --------------------------- COMPOUND + + 128 STORAGE CLOSET I I I I I I SEE A06.14 pw I * I + w . 1241 N) I I I I I I OPEN TO DECK co DF6 r i M� i SEE A06.11 V s: M2 * EM + { M2 4 � M2 EM 42 M2 EM M2 M2 EM M2 R r ELE C LROOM — — - — - — - — - — - — — - — - — - — _ _ _----------- — - — - — - — — - — - — — - — - — - — - EQUIPMENT ROOM v ow 127 a STOCK AREA 129 Uj o• Ry SEE AOL13 L 1 I 3� I § I l i 131 j l I I I M2 M2 EM — g I+ I OPEN TO DECK I I I I I oo OPEN TO DECK 19'-8" +1- C Y M2 EM M2 I M2 EMI M2 I M2 EMI M2 I 42 EMI M2 I M2 EMI I I w PL6 I a w f a w e i t EQ I 7-0-I EQ k _ a -- — — — — — — -- — — - — - ------------------ — - — - — - — — - — - — — - — - — - — — — — DIM VM M Rb , 130 j CYLU oHz 40" I I I I I I I I �NC. 42 EM M2 — — — — — — — — — — - PL6 F i IM2 EM i M2 I M2 EM M2 M2 EM 42 M2 EM 42 , M2 EM 42 OPEN TO DECK e "119'-8" +1- O' PL6 POW P1 PUS Rb ► — — -i - - �1----- —•—-----•— ----•--- - — - — - — - - - — - — -- — — — I I w � I 1 1 EQ I 7-0" i EQ _ �. 9 1/4" � V- I . IA.. I I I I I I I fug f I I I I I I I I 100 M2 EM M2 M2 EM 4TYP �" M2 M2 EM M2 M2 EM M2 M2 EM M2 M2 EM o I 1 — - ---- — —�-—;— -- - — -- -- ----^—-------------'--------------------1 ------ - —� M2 EM M2 r M I 4- i 1/2 I 6 -111/4 I 6 -11 1/4 I 6 -1 l 1/4 I 6 -111/4 6 -111/4 6 -111/4 fi -111/4 5 -71/2 5 71/2 � — c� C — EQ I EQ y 68'-21/4" T-101/4"—"/ EQ I 7-0" EQ 1 , IX-l2 , �- ------- M2 M2 EM , M2------M2EM', ------ M2 M2EMI__ ----- M2 IX-Ll 3/4• I I I I I I I M I I I I I I o 00 I I I I I I I I I _.— — — _:I: -----• ...I .. ------ ----- =IM2— --M2EM- — — — - - — M2 EM , M2 M2 EM M2 M2 EM i S I M2 I I I I I I I I I I j o S A01,04, I I I I I I00 I M2 I M2 EMI M2 I 42 EMI M2 M2 EMI M2 I M2 EM I M2 LOADING DOCK I I I I 132 I I j C? 00 OPEN TO DECK I I I I I j M2 EMI M2 I __.. M2 EMI M2 I M21EM M2 I M2 EM I M2 I M2 EM SECURr rY I I I I I I I - I I I I I I I o Ico SEE a I I I I I I I .. M2 M2 EM M2 I — ---•M2EMI------- ----- ... --• -" _ " ------ .. ----------------- --- — — - -- M2 M2 EMI M2 I M2 EM j M2 0 q] f I i i r IX-Ll I IX-LI I I I I I I I 8'-41/2" 91-0" 91-0" I 9'-0" 9'-0" 9'-0" 9'-0" I 9'-0" 9'-0" 8'-41/4" L. ALL CEILING MOUNTED DEVICES TO BE CENTERED IN ACOUSTICAL CEILING TILE, U.N.O. M. G.C. SHALL VERIFY LOCATION, SIZE AND CONDITION OF ALL EXISTING STRUCTURAL MEMBERS, INCLUDING JOISTS, BEAMS, TRUSSES, GIRDERS, METAL DECK, ETC. N. LATERAL BRACING FOR SUSPENDED CEILINGS MUST BE PROVIDED BY CEILING CONTRACTOR. ADDITIONAL HANGER AND SAFETY WIRES FOR LIGHT FIXTURES, DUCTWORK, SPEAKERS, ETC. SHALL BE THE RESPONSIBILITY OF THE CEILING CONTRACTOR 0. IF NEW CEILING SYSTEMS REQUIRE HANGERS, ALL HANGERS SHALL BE #8 GALVANIZED WIRE AT 24" O.C. P. ALL ITEMS REQUIRING ATTACHMENT TO STRUCTURE ABOVE SHALL BE SUSPENDED FROM BEAMS OR JOISTS - NO ITEMS MAY BE SECURED TO METAL DECKING. G.C. SHALL VERIFY WITH LANDLORD THE METHOD OF ATTACHMENT FOR ALL ITEMS ANCHORED OR SUSPENDED FROM EXISTING STRUCTURE AND INCLUDE REQUIRED TRAPEZES/UNISTRUT AS REQUIRED TO ACHIEVE. Q. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL LIGHTING SPECIFICATIONS AND ALL LIGHT SWITCH LOCATIONS. R. GC TO COORDINATE ALL EXIT SIGNS WITH EGRESS PLAN S. EXIT SIGNS IN SALES AREA/FITING ROOMS, U.N.O. GC TO PROVIDE TRAPEZE UNDER LIGHTS (UNISTRUCT OR SIM) TO CENTER EXIT SIGN AS SHOWN ON RCP. T. COORDINATE ALL CEILING MOUNTED DEVICES ON THE FIRE ALARM DRAWINGS TO BE CENTER OF ACT TILE OR CENTERED IN SPACES WITH NO CEILING, TYP. TYPICAL LIGHTING FIXTURE HEIGHTS B.O. STRUCTURE VIF & COORDINATE WITH HEIGHT VARIES DUCTWORK HEIGHTS AND EXISTING CONDITIONS UNISTRUT AS B.O. JUNCTION BOX REQUIRED 13'-0" AFF 24L ------F---I - ------------ --- ----- PERIM. +ACCENT LIGHTING 12'-2" AFF FOH FIXTURE jk -- f 12'-O" AFF B.O. DFX FIXTURE TRACK I I TRACK J _ _ _ - _ _ � _ SPEAKERS 1l'-6" AFF TRACK 11'-6" AFF ------ -----EXIT SIGNS, CAMERAS 10'-6" AFF FITTING ROOM SECURITY MONITORS I PL25 aC' FRONT DOOR --��-----------------------_ _ _ _ _ -- 9'-0" All 8'-10" AFF (VIF WITH MOUNTING) SALES AREA & FITTING ROOM B.0 JUNCTION BOX l l'-O" AFF 29 B.0 FIXTURE --- I --� 10'-O" AFF M2 AND M2-EM GENERALBOH B.O. STRUCTURE HEIGHT VARIES SPEAKERS 10'-O" AFF PROJECT TRUE NORTH NORTH 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone: (513) 241-3000 WWW.NELSONWORLDWIDE.COM PRIMARK PROJECT EXECUTIVE ROBERT MARKIEWICZ CONSTRUCTION PROJECTEXECUTI'VE RMARKIEVnCZ@PRIMARKCOM PROJECT MANAGER DH MANAGEMENT SERVICES, LLC KEI'H DAVIS PRINCIPAL KEITHDAVIS@ DHMANAGEMENTSERVICES.COM MEP ENGINEERS ROSINI ENGINEERING, PC YANNY MEDIA 24-02 40TH AVENUE YMEAAo -. _ i � i _= JG.COM TDLR CONSULTANT BE COMPLIANT.. _ LLC BETH COOKE RAS 217 MIDLOTHIAN,TX 76065 ARCHITECT NELCO ARCHITECTURE, INC. W.SCOTT WINGER, AIA NELSON CONTACT: 470 PAS, 7S GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 Issue: No: Date: LL/OWNER REVIEW SET 01/08/2025 ISSUED FOR CONSTRUCRON 02/17/2025 BULLETIN #1 2 05/02/2025 BULLETIN #2 3 07/03/2025 RESPONSE TO REVISIONS #2 4 09/26/2025 KEY PLAN: REFLECTED CEILING PLAN - AREA B i b U `% 'vti5•���scorT��f�A�i .n / �;►.I� * ' :* 000 All OF September 26, 2025 Proj #: 22.0002883.000 Reviewed By: XX A03,01B BID ISSUE / PERMIT VINE 4\ "1 S CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. '-61/1'r 4'-911 I 7 I I I I I I I I I I I I I TYP. PL25 IT, •,,—ST2 13132 PL25 fV � �� � PL25 0 DF6 41-911 )(21-13/4"t I � I � I � I � I � I � I ST2� I II PL25 DF4 13132 DF6 �ST2 �n PL25 27 I I I oc-u 1'-81/2" G2 ENLARGED RCP - FITTING ROOMS 1/4" = 1'-0" 1 ENLARGED PLAN - FITTING ROOM A06.02 1/4" = 1'-0" PL25 e,�ST2 PL25 KEYNOTES 2101 PRE -FABRICATED RECEPTION TABLE BY MILLWORK VENDOR. REFER TO ELECTRICAL & TELECOMMUNICATION DRAWINGS FOR FURTHER INFORMATION. 2102 LARGE LANDSCAPE LFLB (LIGHTBOX) WITH TRIMARK CARES" GRAPHIC CENTERED ON FITTING ROOM PODIUM BY PRIMARK VENDOR. GC TO COORDINATE WITH VENDOR PRIOR TO INSTALLATION. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. VERIFY ROUGH IN PLACEMENT FOR POWER. 2103 PREFABRICATED MODULAR FITTING ROOMS BY MILLWORK VENDOR. ALL FITTING ROOM UNIT ACCESSORIES BY MILLWORK VENDOR. 2104 PREFABRICATED MODULAR BENCHES BY CFE. 2105 PREFABRICATED MODULAR REPROCESSING AREA BY MILLWORK VENDOR. 2106 MIRROR PROVIDED BY MILLWORK VENDOR. 2107 PRIMARY TAGGING SYSTEM DEVICE. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 2108 SECONDARY TAGGING SYSTEM DEVICE. SWITCH TO BE PROVIDED ON WALL. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 2109 GREY PRINTED PANEL (COLOR RAL 7038) ON RETAIL FACING SIDE OF FITTING ROOM MILLWORK BY MILLWORK VENDOR. 2110 'PRIMARK CARES' GRAPHICS ON CANVAS BY PRIMARK VENDOR. 2111 VINYL ENTRANCE GRAPHIC: RIGHT ARROW - SPLIT; PROVIDED BY PRIMARK VENDOR. 2112 'ANY GENDER' VINYL DIRECTIONAL GRAPHIC - RIGHT ARROW, PROVIDED BY PRIMARK VENDOR. 2113 'WOMEN' VINYL DIRECTIONAL GRAPHIC: LEFT ARROW, PROVIDED BY PRIMARK VENDOR. 2114 SLOTTED BRACKETS FOR HANGING RAILS AT VERTICAL POSTS PROVIDED BY MILLWORK VENDOR, TYP. 2115 STORAGE BAYS FOR CUSTOMERS BY MILLWORK VENDOR. 2116 DOOR BY MILLWORK VENDOR. 2117 CENTER FIXTURE IN EACH FITTING ROOM UNIT, TYP. 2121 DASHED LINES REPRESENT UPPER PANELS AT FITTING ROOMS BY MILLWORK VENDOR, TYP. GENERAL NOTES A. REFER TO POWER & COMMUNICATION PLAN, MECHANICAL DRAWINGS, AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION AND EQUIPMENT. B. REFER TO FINISH PLANS FOR ADDITIONAL FINISHES. C. REFER TO ACCESSORY SCHEDULE FOR ADDITIONAL INFORMATION. D. REFER TO PLUMBING FIXTURE SCHEDULE AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. E. ALL BACK OF HOUSE WALLS TO RECEIVE PT-30 FINISH, U.N.O. F. ALL DEVICES TO BE INSTALLED AT TYPICAL MOUNTING HEIGHTS ON FRT BLOCKING OR METAL STRAPPING NOTED AS DASHED ON DRAWINGS, U.N.O. REFER TO ACCESSIBILITY DETAILS ON SHEET A00.54 FOR ADDITIONAL INFORMATION. G. REFER TO SHEET A03.01 FOR LIGHT FIXTURE SCHEDULE. H. INSTALL KICK PLATES TO DOORS AS INDICATED ON DOOR SCHEDULE. I. PROVIDE FLOOR MOUNTED DOOR STOPS AT ALL DOORS U.N.O. 3. REFER TO SCHEDULES ON SHEET A00.80 AND A00.81 FOR ADDITIONAL INFORMATION. K. PROVIDE STAINLESS STEEL CORNER GUARDS AT ALL OUTSIDE CORNER CONDITIONS. REFER TO DETAIL ON SHEET 11/A08.02. L. FLOOR PLAN DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH U.N.O. M. ALL DOORS TO BE INSTALLED 4" FROM PERPENDICULAR WALL U.N.O N. GC TO COORDINATE CUTOUTS IN FRT PLYWOOD WITH ALL EQUIPMENT, LIGHT SWITCHES, THERMOSTATS AND POWER LOCATIONS, TYP. 8'-0" )� 8'-0" 5'-01/4" 6'-31/4" I I I I j j j I REPROCESSING DF4 AREA 106 13132 DF4 DF4 DF6 13132 DR PL25 DF4 ST2--� 13132 13132 PL25 d DR FITTING ROOMS DR I 105 I 1� 13132 DR DF6 13132 DF6 RRl) 6-7 1/4" I I I I DR DR PL25 a 13132 Q DR B132 2 �_ PL25 �TYP. DF6 NELSON Nelco Architecture, Inc. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone: (513) 241-3000 WWW.NELSONWORLDWIDE.COM PRIMARK PROJECT EXECUTIVE ROBERT MARKIEWICZ CONSTRUCTION PROJECTEXECUTI'VE RMARKIEV✓ICZ@PR:MARK.COM PROJECT MANAGER DH MANAGEMENT SERVICES, LLC KEI'H DAVIS PRINCIPAL KEITHDAVIS@DHMANAGEMENTSERVICES.COM MEP ENGINEERS ROSINI ENGINEERING, PC YANNY MEDIA 24-02 40TH AVENUE YM EIIA@ ROSINI EN GIN EER:NG.COM TDLR CONSULTANT BE COMPLIANT INSPECTIONS LLC BETH COOKE RAS 217 MIDLOiHIAN,TX 76065 ARCHITECT NELCO ARCHITECTURE, INC. W.SCOTT WINGER, AIA NELSON CONTACT: 470 PAS, 7S WHIMEMA ImPI GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 Issue: No: Date: LL/OWNER REVIEW SET 01/08/2025 ISSUED FOR CONSTRUCTION 02/17/2025 RESPONSE TO REVISIONS 1 04/28/2025 BULLETIN #1 2 05/02/2025 BULLETIN #2 3 07/03/2025 RESPONSE TO REVISIONS #2 4 09/26/2025 ENLARGED PLANS & INTERIOR ELEVATIONS - FITTING ROOMS ti D40, vti5'�,� SCOrTf� / 7d : ►-3 f '' . -30 000 0 l� f � 14'9T�•• ....•• p,Ss joi� \1% September 26, 2025 Proj #: 22.0002883.000 Reviewed By: XX A06,02 BID ISSUE / PERMIT 4VINE \ ' 1 S CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. 0 N Lr) N 0 N PT-30 PT-30 PT-30 2057) 20 �2 15 01_ \/ i 112 TYP. - PF-03 - 1 o x M RB-120 RB-120 12 CORRIDOR 112 - EAST ELEVATION A06.05 3/811 = 11-011 / WP-05 i 1 WP-05 0o of LTA1 o 113 i f ;ram F-: 4I'r I—i—LrLi--L � L 11 WOMEN'S CUSTOMER RESTROOM - WEST ELEVATION A06.05 3/811 = 11-011 PT•30 I V-10" PT-30 I I I I I I I I I I I I BO I I I I I I I I I I I I I III I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I Ii I I I I I I I I I I I I I I I I I III I j I i TA-11 112 ~ TA-W i l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I RB-12211 I I I I I I iFT EA06.05 MEN'SCUSTOMER RESTROOM - WEST ELEVATION 3/811 = 11_011 TOILET ACCESSORIES SCHEDULE MARK MANUFACTURER MODEL DESCRIPTION TA-01 DYSON AIRBLADE V AB12 WHITE WALL -MOUNTED HAND DRYER & STAINLESS BACK PANEL: DYSON 964691-01 TA-02 BOBRICK WASHROOM EQUIPMENT, INC. B-2111 CLASSIC SERIES SURFACE -MOUNTED SOAP DISPENSER TA-03 BOBRICK WASHROOM EQUIPMENT, INC. B-165 2436 CHANNEL -FRAME MIRROR TA-04 KOALA CARE KB300-00 BABY CHANGING STATION TA-05 BOBRICK WASHROOM EQUIPMENT, INC. B-2892 SURFACE MOUNTED TWIN JUMBO -ROLL TOILET TISSUE DISPENSER TA-06 BOBRICK WASHROOM EQUIPMENT, INC. B-5806 x 18 18" STAINLESS STEEL GRAB BAR WITH SNAP FLANGE; SATIN -FINISH, SLIP RESISTANCE SURFACE TA-07 BOBRICK WASHROOM EQUIPMENT, INC. B-5806 x 36 36" STAINLESS STEEL GRAB BAR WITH SNAP FLANGE; SATIN -FINISH, SLIP RESISTANCE SURFACE TA-08 BOBRICK WASHROOM EQUIPMENT, INC. B-5806 x 42 42" STAINLESS STEEL GRAB BAR WITH SNAP FLANGE; SATIN -FINISH, SLIP RESISTANCE SURFACE TA-10 BOBRICK WASHROOM EQUIPMENT, INC. B-239 UTILITY SHELF WITH MOP/BROOM HOLDERS AND RAG HOOKS 113 TA-11 BOBRICK WASHROOM EQUIPMENT, INC. B-76717 SURFACE MOUNTED ROBE HOOK; SATIN -FINISH STAINLESS STEEL TA-12 RUBBERMAID FG614000WHT WALL -MOUNTED SANITARY WASTE BIN IL GROUND pn 1'-111 11_511 11�11 �� �� i I I I PT-30 T—L Wi -M V I I I I I I I I I TA-01 � f I • °° o TA-02 SHR-01 PF-01 PF-05 I RB 122 GROUNpDD� 10 WOMEN'S CUSTOMER RESTROOM - SOUTH ELEVATION A06.05 3/8" = V-0" GROUND pn 3'-5" i I PT 3� I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I 1 1 1 I I I I I I I I I II I I I I I I I Yr z I I I I I ./ I I I I I I I I I I I I I l i I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I T_F � d I I ALL I J I I I I I I I I 00 o II TA-08 I TA-07 I �}`7�� � _- I I C "1 I c� . 1 j TA-04 i TA-05 I -- I I�- � I -1 I I a�T) I I 1 I I I� Ul I I I I I I I I I I I I I I I RBRB-1�22 >� GROUNpD GROUND 1 06 MEN'S CUSTOMER RESTROOM - SOUTH ELEVATION A06.05 3/8" = V-011 SHR 01 TA-01 TA-02 ------------- I I I I I I I PF-01 I I � � PF_05 TA-03 I I I I MEN'S CUSTOMER RESTROOM I I A 112 I — — — sa' x eo' J --- r — — — — — I I I I � TA-05 I I I I I I TA-06 I I I TA-04 TA-08 LX60------- — I I - I - - - - - CL I TA-04 TA-08 TA-05 I L — 2512 TA 06 TYR r---------- TA11 WOMEN'S TA07 CUSTOMER RESTROOM I I I i 113 I I I I I I I I I I I PF-01 • TA 03 I I I I PF-D5 I I I I 159` X 60" I ! 54' X 60 J --j}rr�� jl --- r SHR-Ol TA-Ol TA-02 G3 FURNITURE PLAN - CUSTOMER RESTROOMS 3/811 = 11-011 QC EQ 1 CRS EQ EQ CY w CR22-EM CORRIDOR 111 CL-11 1 8' -10") Ln Ce V CR22-EM CY W '_ 02 ENLARGED RCP - CUSTOMER RESTROOMS A06.05 3/811 = 11.011 ,EQ� KEYNOTES 2501 GC TO PROVIDE INSULATED PVC COVER AT ALL EXPOSED LAVATORY PLUMBING TRAPS AND HOT WATER SUPPLY VALVES AND RISERS. 2502 STAINLESS STEEL BACKSPLASH, SEE TOILET ROOM ACCESSORY SCHEDULE. 2503 FLOOR DRAIN, REFER TO PLUMBING DRAWINGS. 2507 RESTROOM SIGNAGE, REFER TO SHEET A02.09. 2510 2" STAINLESS STEEL WALL GUARD, TYP. 2512 2" STAINLESS STEEL CORNER GUARD, TYP. 2513 GC TO COORDINATE POWER FEED FOR FAUCETS ABOVE CEILING WITH BASYS BOX MOUNT ADAPTER DEVICE, SEE PLUMBING SPECS. 2514 CEILING TILE HOLD DOWN CLIPS TO BE INSTALLED. PT-30 I z Z TA-06 - 1 TA 03 Z 00 E� TA-08 T TA11 r j o . _ 31 TA-05 L TA-12 L r i xr-0 �r I PF-02 � I RB-122 9 WOMEN'S CUSTOMER RESTROOM - EAST ELEVATION A06.05 3/811 = 11-011 PER TYP. GROUND pn L 1-6 Fr-30 I i 'II I I I I I I I I I I I I I I I 1 I t I 1 I 1 I 1 I IIII �W OP 5� T I I I ► I �� I I I I I I II I I I I I I I I I I � 1 1 � I I I ► I I I I I I I ► I I I I I 1 I I I I I I I I a TA-El d 2513 I I I I I I I I I I I I I I I I I I I 11 1 1 1 1 1 1 1 TA-07 TA D6 O TA-08 I I I I I I I I li PF-01 _ F-05 I I I I I I I I I I I I I I I I I! l TA D5 I I III I \2501 RB-12k I I 1 PF GROUND_AL -02 oil G5 MEN'S CUSTOMER RESTROOM - EAST ELEVATION 3/811 = 11-011 4 CRS EQ, CY MEN'S CUSTOMER RESTROOM CR22 1>I,2 CR22-EM M (CL-10 8' -1011) (2 15 4� CY CY w WOMEN'S CUSTOMER RESTROOM Ln CR22 113 I CR22-EM M (CL-10 8' -10") 2154� CY LU 4 CRS EQ GENERAL NOTES A. REFER TO POWER & COMMUNICATION PLAN, MECHANICAL DRAWINGS, AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION AND EQUIPMENT. B. REFER TO FINISH PLANS FOR ADDITIONAL FINISHES. C. REFER TO ACCESSORY SCHEDULE FOR ADDITIONAL INFORMATION. D. REFER TO PLUMBING FIXTURE SCHEDULE AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. E. ALL BACK OF HOUSE WALLS TO RECEIVE PT-30 FINISH, U.N.O. F. ALL DEVICES TO BE INSTALLED AT TYPICAL MOUNTING HEIGHTS, U.N.O. REFER TO ACCESSIBILITY DETAILS ON SHEET A00.54 FOR ADDITIONAL INFORMATION. G. REFER TO SHEET A03.01 FOR LIGHT FIXTURE SCHEDULE. H. INSTALL KICK PLATES TO DOORS AS INDICATED ON DOOR SCHEDULE. I. PROVIDE FLOOR MOUNTED DOOR STOPS AT ALL DOORS U.N.O. 1. REFER TO SCHEDULES ON SHEET A00.80 AND A00.81 FOR ADDITIONAL INFORMATION. K. PROVIDE STAINLESS STEEL CORNER GUARDS AT ALL OUTSIDE CORNER CONDITIONS. REFER TO DETAIL ON SHEET 11/A08.02. L FLOOR PLAN DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH U.N.O. M. ALL DOORS TO BE INSTALLED 4" FROM PERPENDICULAR WALL U.N.O. N. ALL BRACKETS TO BE FULL HEIGHT, NO GAPS BETWEEN PARTITIONS GREATER THAN 1/16". IA 1/2" f T I I I WP-05 �rI . �r I TA-06 a �rl I 00 ►L_ 71 T— TA-08 TA-07 TIT RB-122 • PF 02 GROUND pW • ll T� A-05 I 08 WOMEN'S CUSTOMER RESTROOM - NORTH ELEVATION A06.05 3/811 = 11_011 PT-3o 11.511 )( 1'-411 � -0 3/411 I L 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I JJ I I I I L7-L II li I I I I I I I I I I I I I I �15U� I I I I I I I I I I I I IT�r— l I I I I I I I I I I I I I I I 1 I• I l i I I I it I I I I I I I I I II boLE o I TA-02 t- I I I I 1 1 1 1 1ISHR-01 son PF-01 1 � PF-05 I I I I I I I I I I II I I �l I I I I I I I _ GROUND pll 04 MEN'S CUSTOMER RESTROOM - NORTH ELEVATION A06.05 3/811 = 11_011 5'-71/4" Maa6 ko 4 Maa6 1 11$11 o A06.05 12 Maa6 _ � I [V ' Maa6 Maa6 1 1 1 ENLARGED PLANS - CUSTOMER RESTROOMS A06.05 3/811 = 11_011 M 9'-81/2" l — - — - — - — - — - — MEN'S CUSTOMER RESTROOM CD 112 2053>—/ - M Ma600 8'-01/2" 1 4 7 A06.05 5 —.--- 6 N WOMEN'S------ ------ --� CUSTOMER RESTROOM 113 Ma6 - 8'-01/2"00 1 r, 2053� UD 8 11 A06.05 9 _.--_-- --_ 1 10 NELSON Nelco Architecture, Inc. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone: (513) 241-3000 WWW.NELSONWORLDWIDE.COM PRIMARK PROJECT EXECUTIVE ROBERT MARKIEWICZ CONSTRUCTION PROJECT EXECUTIVE RMARKIEVnCZ@PRIMARK.COM PROJECT MANAGER DH MANAGEMENT SERVICES, LLC KEI'H DAVIS PRINCIPAL KEITHDAVIS@DHMANAGEMEN,-SERVICES.COM MEP ENGINEERS ROSINI ENGINEERING, PC YANNY MEDIA 24-02 40TH AVENUE YM EIIA@ ROSINI ENGIN EER:NG.COM TDLR CONSULTANT BE COMPLIANT INSPECTIONS LLC BETH COOKE RAS 1317 MIDLOTHIAN,TX 76065 ARCHITECT NELCO ARCHITECTURE, INC. W.SCOTT WINGER, AIA NELSON CONTACT: 470 PAS, 7S 0 El F MEMA ImPI GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 Issue: No: Date: LL/OWNER REVIEW SET 01/08/2025 ISSUED FOR CONSTRUCRON 02/17/2025 RESPONSE TO REVISIONS 1 04/28/2025 BULLETIN #1 2 05/02/2025 BULLETIN #2 3 07/03/2025 RESPONSE TO REVISIONS #2 4 09/26/2025 ENLARGED PLANS & INTERIOR ELEVATIONS - CUSTOMER RESTROOMS s E D -`% .CZ / 7d P, *= '•• 1'9 •'•• . ••'' Ss W P OI. TE�a' September 26, 2025 Proj #: 22.0002883.000 Reviewed By: XX A06,05 BID ISSUE / PERMIT Ln 1:4 L, N O N Ln N Cn 4VINE \ "1 S CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r 6 MEETING ROOMS - SOUTH ELEVATION A06.07 3/8" = 1'-0" B J G 1�9/ CT-0 I MEETING ROOM 116 H-03.1 03.1 03.1 -03.1 CH-03.1 -03.1 N-01 SP-05 H-03.1 TB-02 TB-02 I -03.1 H-03.1 CH 03.1 CH 03.1 CH 03.1 CH 03.1 CH 03.1 11 07/)-� 1002) 1.4 --------, r------------ I 4r x 60• I I 1W x 60• 1 I I 1002� =1 I I I 1�03.1 CH 03.1 C C 3 FURNITURE PLAN - MEETING ROOMS A06.07 3/8" = 1'-0" A GROUND 0" 7 MEETING ROOMS - WEST ELEVATION A06.07 3/8" = 1'-0" PT-30 8'-71/2" 4'-2" I 1002 G u-� I o RB-120 0" GROUND MEETING ROOMS - EAST ELEVATION;4j3/8" = 1'-0" B 24 a CR22-EM cn Ce V G2 ENLARGED RCP - MEETING ROOMS 3/8" = 1'-0" CR22 CR22 MEETING ROOM 116 (CL-11 1 8' -10" CR22-EM CR22-EM CR22 KEYNOTES 1002 COAT HOOKS, REFER TO DETAILS ON A08.02 & RESPONSIBILITIES MATRIX. 1007 WALL MOUNTED TV. 1009 TFS ARTWORK BY SIGNAGE VENDOR, GC TO COORDINATE INSTALLATION CLOSE TO CEILING. 1010 CEILING TILE HOLD DOWN CUPS TO BE INSTALLED. 0 GENERAL NOTES A. REFER TO POWER & COMMUNICATION PLAN, MECHANICAL DRAWINGS, AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION AND EQUIPMENT. B. REFER TO FINISH PLANS FOR ADDITIONAL FINISHES. C. REFER TO ACCESSORY SCHEDULE FOR ADDITIONAL INFORMATION. D. REFER TO PLUMBING FIXTURE SCHEDULE AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. E. ALL BACK OF HOUSE WALLS TO RECEIVE PT-30 FINISH, U.N.O. F. ALL DEVICES TO BE INSTALLED AT TYPICAL MOUNTING HEIGHTS ON FRT BLOCKING OR METAL STRAPPING NOTED AS DASHED ON DRAWINGS, U.N.O. REFER TO ACCESSIBILITY DETAILS ON SHEET A00.54 FOR ADDITIONAL INFORMATION. G. REFER TO SHEET A03.01 FOR LIGHT FIXTURE SCHEDULE. H. INSTALL KICK PLATES TO DOORS AS INDICATED ON DOOR SCHEDULE. I. PROVIDE FLOOR MOUNTED DOOR STOPS AT ALL DOORS U.N.O. 3. REFER TO SCHEDULES ON SHEET A00.80 AND A00.81 FOR ADDITIONAL INFORMATION. K. PROVIDE STAINLESS STEEL CORNER GUARDS AT ALL OUTSIDE CORNER CONDITIONS. REFER TO DETAIL ON SHEET 11/A08.02. L. FLOOR PLAN DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH U.N.O. M. ALL DOORS TO BE INSTALLED 4" FROM PERPENDICULAR WALL U.N.O N. GC TO COORDINATE CUTOUTS IN FRT PLYWOOD WITH ALL EQUIPMENT, LIGHT SWITCHES, THERMOSTATS AND POWER LOCATIONS, TYP. I i i ALIGN I PT-30 1 � I � I � � I � I � I � I I � I � I � i I I RB-120 I I 4 MEETING ROOMS - NORTH ELEVATION A06.07 3/8" = 1'-0" I 24 Maa6 I 20--81/4" MEETING ROOM f 1 116 4 7 A06,07 5 6 CR22-EM CR22 CR22-EM 116 9 CRS 20'-81/4" EQ. 1 ENLARGED PLANS - MEETING ROOMS A06.07 3/8" = 1'-0" Maa6 1 NELSON Nelco Architecture, Inc. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone: (513) 241-3000 WWW.NELSONWORLDWIDE.COM PRIMARK PROJECT EXECUTIVE ROBERT MARICIEWICZ CONSTRUCTION PROJECT DaLITIVE RMARIQ EViICZ@PR:MARK.COM PROTECT MANAGER DH MANAGEMENT SERVICES, LLC KEITH DAVIS PRINCIPAL KErMDAVIS@DHMANAGEMEN-SERVICES.COM MEP ENGINEERS ROSINI ENGINEERING, PC YANN'Y MEIIA 24-02 40TH AVENUE YM EIIA@ ROSINI EN GIN EER:NG.COM TDLR CONSULTANT BE COMPLIANT INSPECTIONS LLC BETH COOKE RAS 1317 MIDLOTHIAN,TX 76065 ARCHITECT NELCO ARCHITECTURE, INC. W.SCOTT WINGER, AIA NELSON CONTACT: 470 PAS, 7S GRAPEVINE MILLS GROUN3000 GRAPEVINE MILLS PARKWAY - 0D SUITE#343A GRAPEVINE, TX 76051 Issue: No: Date: LL/OWNER REVIEW SET 01/08/2025 ISSUED FOR CONSTRUCTION 02/17/2025 RESPONSE TO REVISIONS 1 04/28/2025 BULLETIN #1 2 05/02/2025 BULLETIN #2 3 07/03/2025 RESPONSE TO REVISIONS #2 4 09/26/2025 4 ENLARGED PLANS & INTERIOR ELEVATIONS - MEETING ROOMS s E D `% ti5,.••�scorT ••c���l .n / 7d P , •300Uo •.• �\01 E�' joi� September 26, 2025 Proj #: 22.0002883.000 Reviewed By: XX A06,07 BID ISSUE / PERMIT 0 Co 1:4 Ln O N l7 N Ch 4VINE \ "1 S CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. T-11/2" /( I PT-30 � (W2 10�2 122 I E¢14 i RB 120 EQ-15 — _ GROUND AL 0" 10 CASH LOBBY - SOUTH ELEVATION A06.10 3/8" = 1'-0" PT-30 PT-30 1 1 _ SC-03 MNY-Ol RB-120 GROUNDj!%� 0" 7 CASH OFFICE - WEST ELEVATION A06.10 3/8" = 1'-0" P CASH LOBBY I r--------4-�� 121 I- 130° X 48• 48• X 60° I II MNY-Ol 1102� 30• X 48^ �I ----J� EQ-15 � SC-03 L-------48^X60" 03 FURNITURE PLAN - CASH LOBBY & CASH OFFICE A06.10 3/8" = 1'-0" 6 CASH OFFICE - SOUTH ELEVATION A06.10 3/8" = 1'-0" 7'-011 EQ 2'-2" 2'-2" EQ fV s - SC-11 1103 N C 0 1 F 03 F-03 Kc-o2 CASH OFFICE L'— 1 122 EQ-09B E¢09A RB-120 __GROUND 0" 11 CASH LOBBY - WEST ELEVATION A06.10 3/8" = 1'-0" --SCHEDULED PARTITION, REFER TO PARTITION PLAN AND DETAILS z L F t` BLOCKING -� WALL BEYOND CASH OFFICE SIDE CASH LOBBY SIDE INSET VISION WINDOW WITH ARMOR RESISTANT GLASS, SEE EQUIPMENT SCHEDULE TRANSACTION DRAWER, SEE EQUIPMENT SCHEDULE T.O. CASH DRAWE:[i� SEE INT. ELEV. BLOCKING 711 I I 013 CASH OFFICE TRANSACTION WINDOW A06.10 1 1/2" = 1'-0" RB-120 _ GROUND 0" 9 CASH LOBBY - EAST ELEVATION A06.10 3/8" = 1'-0" RB-120 GROUND 5 CASH OFFICE - EAST ELEVATION A06.10 3/8" = 1'-0" EQ E KEYNOTES 1101 2" STAINLESS STEEL CORNER GUARD AT ALL OUTSIDE CORNER CONDITIONS. 1102 CASH WINDOW WITH DEEP TRANSACTION DRAWER AND CASH TRAY, SUPPLIED AND INSTALLED BY GC. SEE EQUIP. SCHEDULE. 1103 GROMMET. 1109 EMERGENCY PANIC BUTTON BELOW CASHDRAWER, SEE SECURITY DRAWINGS. 1112 CEILING TILE HOLD DOWN CLIPS TO BE INSTALLED. E¢09A E GROUND 0" GENERAL NOTES A. REFER TO POWER & COMMUNICATION PLAN, MECHANICAL DRAWINGS, AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION AND EQUIPMENT. B. REFER TO FINISH PLANS FOR ADDITIONAL FINISHES. C. REFER TO ACCESSORY SCHEDULE FOR ADDITIONAL INFORMATION. D. REFER TO PLUMBING FIXTURE SCHEDULE AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. E. ALL BACK OF HOUSE WALLS TO RECEIVE PT-30 FINISH, U.N.O. F. ALL DEVICES TO BE INSTALLED AT TYPICAL MOUNTING HEIGHTS ON FRT BLOCKING OR METAL STRAPPING NOTED AS DASHED ON DRAWINGS, U.N.O. REFER TO ACCESSIBILITY DETAILS ON SHEET A00.54 FOR ADDITIONAL INFORMATION. G. REFER TO SHEET A03.01 FOR LIGHT FIXTURE SCHEDULE. H. INSTALL KICK PLATES TO DOORS AS INDICATED ON DOOR SCHEDULE. I. PROVIDE FLOOR MOUNTED DOOR STOPS AT ALL DOORS U.N.O. 3. REFER TO SCHEDULES ON SHEET A00.80 AND A00.81 FOR ADDITIONAL INFORMATION. K. PROVIDE STAINLESS STEEL CORNER GUARDS AT ALL OUTSIDE CORNER CONDITIONS. REFER TO DETAIL ON SHEET 11/A08.02. L. FLOOR PLAN DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH U.N.O. M. ALL DOORS TO BE INSTALLED 4" FROM PERPENDICULAR WALL U.N.O N. GC TO COORDINATE CUTOUTS IN FRT PLYWOOD WITH ALL EQUIPMENT, LIGHT SWITCHES, THERMOSTATS AND POWER LOCATIONS, TYP. RB r — GROUND 0" 8 CASH LOBBY - NORTH ELEVATION A06.10 3/8" = 1'-0" 4 CASH OFFICE - NORTH ELEVATION A06.10 3/8" = 1'-0" ' 511 PL-134 CL SC-Ol , I I N F-03 SK-01 F-03 RB-120 EQ 3 CRS EQ 1'-2" 4 CRS 1'-7" J9'-9" 10'-9" m I CY LU / CASHLOBBY CASH LOBBY 121 1 2� CR22-EM 121 �Mia6 '~ CR22-EM CR22 En - 8 1 \ Mia6 11 A06.10 9 CASH OFFICE CY 1 LU 10 122 CASH OFFICE Ln 4 , 122 L5a 122 _it 4 CL-11 1 8' -10", I L \ 12"1 7 A06.10 5 I N El) 1 C1O2CR22-EM ) 6 CR22-EM CR22 o Ma6 qLU EQ. 9 CRS EQ. 21'-21/4" 02 ENLARGED RCP - CASH LOBBY & CASH OFFICE A06.10 3/8" = 1'-0" 1 ENLARGED PLANS - CASH OFFICE AND CASH LOBBY A06.10 3/8" = 1'-0" GROUN 0" Mia6 1 - M N (V I NELSON Nelco Architecture, Inc. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone: (513) 241-3000 WWW.NELSONWORLDWIDE.COM PRIMARK PROJECT EXECUTIVE ROBERT MARICIEWICZ CONSTRUCTION PROJECT EXECUTIVE RMARIQ EViICZ@PR:MARK.COM PROTECT MANAGER DH MANAGEMENT SERVICES, LLC KEITH DAVIS PRINCIPAL KErMDAVIS@DHMANAGEMEN-SERVICES.COM MEP ENGINEERS ROSINI ENGINEERING, PC YANN'Y MEIIA 24-02 40TH AVENUE YM EIIA@ ROSINI EN GIN EER:NG.COM TDLR CONSULTANT BE COMPLIANT INSPECTIONS LLC BETH COOKE RAS 1317 MIDLOTHIAN,TX 76065 ARCHITECT NELCO ARCHITECTURE, INC. W.SCOTT WINGER, AIA NELSON CONTACT: 470 PAS, 7S GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 Issue: No: Date: LL/OWNER REVIEW SET 01/08/2025 ISSUED FOR CONSTRUCTION 02/17/2025 RESPONSE TO REVISIONS 1 04/28/2025 BULLETIN #1 2 05/02/2025 BULLETIN #2 3 07/03/2025 RESPONSE TO REVISIONS #2 4 09/26/2025 ENLARGED PLANS & INTERIOR ELEVATIONS - CASH OFFICE & CASH LOBBY i b U `% cori*v+ to f �, •• w 14�9T� • . ..•• p,Ss September 26, 2025 Proj #: 22.0002883.000 Reviewed By: XX A06, 10 BID ISSUE / PERMIT .GRAP VINE T E \ '1 S CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. L 2--4 1/4" PT-30 � I 7" DSK-01 I I N t i o co RB-120 M GROUND -- k— —� 0" 7 OPEN OFFICE / ADMIN AREA - WEST ELEVATION A06.1z 3/8" = 1'-0" NOT-03 1 02 4� SP-10 CH-Ol ------ j WB-02 WB-01 I I I I I I I I I OPEN OFFICE / L 4s.X� I ADMIN AREA 125 DSK-03 CH-06 ` F-03 CH-06 :b 1 DSK-01 :3 KC-01 ' 4'-0" Jr I I I I I I I i 1 12 3� I I I I I 6 OPEN OFFICE / ADMIN AREA - SOUTH ELEVATION A06.12 3/8" — 1'-0" F- 33 F- 33 SC- 22 DSK Ol DSK Ol �� SP-06 --- �11205� C120 3 _ CH-06 --- 1 1 - 2 3) RB-120 M Ln 7'-4" DSK-01 DSK-Ol CR22 CR22-EM KEYNOTES ,D 1204 COAT HOOKS, REFER TO DETAIL ON SHEET A08.02. 1205 LOCATION OF PRINTER. 1207 TOWEL BAR. REFER TO NSO SCHEDULE. 1208 LOCATION OF HEADSETS. 1209 LOCATION OFIPADS. 1210 FLOOR STANDING PRINTER; PROVIDED BY PRIMARK VENDOR. 1213 TFS ARTWORK BY VENDOR, GC TO COORDINATE INSTALLED CLOSE TO CEILING. 1214 LOCATION OF INTERCOM. 1215 CEILING TILE HOLD DOWN CLIPS TO BE INSTALLED. GENERAL NOTES A. REFER TO POWER & COMMUNICATION PLAN, MECHANICAL DRAWINGS, AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION AND EQUIPMENT. B. REFER TO FINISH PLANS FOR ADDITIONAL FINISHES. C. REFER TO ACCESSORY SCHEDULE FOR ADDITIONAL INFORMATION. D. REFER TO PLUMBING FIXTURE SCHEDULE AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. E. ALL BACK OF HOUSE WALLS TO RECEIVE PT-30 FINISH, U.N.O. F. ALL DEVICES TO BE INSTALLED AT TYPICAL MOUNTING HEIGHTS ON FRT BLOCKING OR METAL STRAPPING NOTED AS DASHED ON DRAWINGS, U.N.O. REFER TO ACCESSIBILITY DETAILS ON SHEET A00.54 FOR ADDITIONAL INFORMATION. G. REFER TO SHEET A03.01 FOR LIGHT FIXTURE SCHEDULE. H. INSTALL KICK PLATES TO DOORS AS INDICATED ON DOOR SCHEDULE. I. PROVIDE FLOOR MOUNTED DOOR STOPS AT ALL DOORS U.N.O. 3. REFER TO SCHEDULES ON SHEET A00.80 AND A00.81 FOR ADDITIONAL INFORMATION. K. PROVIDE STAINLESS STEEL CORNER GUARDS AT ALL OUTSIDE CORNER CONDITIONS. REFER TO DETAIL ON SHEET 11/A08.02. L. FLOOR PLAN DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH U.N.O. M. ALL DOORS TO BE INSTALLED 4" FROM PERPENDICULAR WALL U.N.O N. GC TO COORDINATE CUTOUTS IN FRT PLYWOOD WITH ALL EQUIPMENT, LIGHT SWITCHES, THERMOSTATS AND POWER LOCATIONS, TYP. 2'-51/4" 2'-6" i PT-30 I 120 1 029 1 028 C1 025' OP i 120 // Wl / 1214 F-03 F-03 `--' © O C-P St-- T' LU 0 F W13-02I WB-01 SC-02 1, SP-06 M RB lzo GROUNOD J� _ _ _ �� GROUND — — — — 11 RB 120 1210 11 CRS CR22-EM OPEN OFFICE / ADMIN AF.EA 125 ( CL-11 8' -10") CR22 OPEN OFFICE / ADMIN AREA - EAST ELEVATION A06.12 3/811 = 1'-011 CR22 CR22-EM 4 OPEN OFFICE / ADMIN AREA - NORTH ELEVATION A06.12 3/8" — 1'-0" 6-10" 22'-4" x— 125 W1 a 5'-011 4 OPEN OFFICE / ADMIN AREA 125 4 7 n06.12 5 6 GROUND 0" NELSON Nelco Architecture, Inc. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone: (513) 241-3000 WWW.NELSONWORLDWIDE.COM PRIMARK PROJECT EXECUTIVE ROBERi MARKIEIVICZ CONSTRUCTON PROUECr EXECUTIVE RMARKIEWICZ@PRIMARK.COM PROJECT MANAGER DH MANAGEMENT SERVICES, LLC KEITH DAVIS PRINCIPAL KEifHDAVLS,@DHMANAGEMENTSERVICES.CDM MEP ENGINEERS ROSINI ENGINEERING, PC YANNY MEIIA 24-02 40TH AVENUE YMEAA@ ,, � . = o o COM TDLR CONSULTMIT BE COMPLLINT .. _ LLC BETH COOKE RAS 1317 MIDLOTHIAN,TX 76065 ARCHITECT NELCO ARCHITECTURE, INC. W.SCOTT WINGER,AIA NELSON CONTACr: 470 PAS, 7S WHINJAU MRul GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 Issue: No: Date: LL/OWNER REVIEW SET 01/08/2025 ISSUED FOR CONSTRUCTION 02/17/2025 RESPONSE TO REVISIONS 1 04/28/2025 BULLETIN #1 2 05/02/2025 BULLETIN #2 3 07/03/2025 RESPONSE TO REVISIONS #2 4 09/26/2025 M ELEVATIONS - OPEN ►n N OFFICE/ADMIN AREA s E D `\ i 15.• gC07) �r 1 A. ; 4V.• 'r r . 000 � f -30 01 E�' September 26, 2025 3 FURNITURE PLAN - OPEN OFFICE/ADMIN AREA A06.12 3/8" = 1'-0" 2 ENLARGED RCP - OPEN OFFICE / ADMIN AREA A06.12 3/8" = 1'-0" 1 ENLARGED PLANS - OPEN OFFICE / ADMIN AREA A06.12 3/8" = 1'-0" Proj »: 22.0002883.000 Reviewed By: XX A06,12 BID ISSUE / PERMIT ���P VISE CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. M LP! 0 N Ln fV 0 r4 NELSON Nelco Architecture, Inc. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone: (513) 241-3000 WWW.NELSONWORLDWIDE.COM ROBERT MARKIEWICZ CONSTRUCTION PROJECTEXECUTI'VE RMARKIEWICZ@PRIMARK.COM PROJECT MANAGER DH MANAGEMENT SERVICES, LLC KEITH DAVIS PRINCIPAL KErTHDAVIS@DHMANAGEMENTSERVICES.ODM MEP ENGINEERS ROSINIENGINEERING, PC YANNY MEDIA 24-02 40TH AVENUE YM EIIA@ ROSINI EN GIN EER:NG.COM TDLR CONSULTANT BE COMPLIANT.. _ JS LLC BETH COOKE RAS 1317 MIDLOTHIAN,TX 76065 ARCHITECT NELCO ARCHITECTURE, INC. W.SCOTT WINGER,AIA NELSON CONTACT: 470 PAS, 7S WHINJAU MRul GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 Issue: BULLETIN #1 RESPONSE TO REVISIONS #2 ►qW, .11 No: Date: 2 05/02/2025 4 09/26/2025 ENLARGED EXTERIOR ELEVATION - SOUTH ti D SCOrT lk, 000 f ; �'0p AV 01 E�' September 26, 2025 Proj #: 22.0002883.000 Reviewed By: XX A06,16 BID ISSUE / PERMIT NELSON Nelco Architecture, Inc. 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RELOCATE EXISTING SPRINKLER BRANCH PIPING AROUND ROOF OPENING. COORDINATE IN FIELD. CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone: (513) 241-3000 WWW.NELSONWORLDWIDE.COM PRIMARK PROJECT EXECUTIVE ROBERT MARKIEWICZ CONSTRUCTION PROJECT EXECUTIVE RMARKIEWICZ@PRIMARK.COM PROJECT MANAGER DH MANAGEMENT SERVICES, LLC KEITH DAVIS PRINCIPAL KEITHDAVIS@DHMANAGEMENTSERVICES.COM MEP ENGINEERS ROSINI ENGINEERING, PC YANNY MEIIA 24-02 40TH AVENUE YMEJIA@ROSINIENGINEERING.CDM MLR CONSULTANT BE COMPLIANT INSPECTIONS LLC BETH COOKE RAS 1317 MIDLOTHIAN,TX 76065 ARCHITECT NELSON W. SCOTT WINGER, AIA NELSON CONTACT: 470 PAS, 7S I m Ral I I MA 111 % GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 Issue: No: Date: LL/OWNER REVIEW SET 01/08/2025 ISSUE FOR CONSTRUCTION 02/17/2025 ® BULLETIN #1 2 05/a2025 BULLETIN #2 3 07/03/2025 RESPONSE TO REVISION #2 4 09/26/2025 SPRINKLER PLAN AREA A i CC Ip�':`1;� + iV' D S I N j:..:' �. .. .. .:.• .. ..R TRUE PROJECT NORTH NORTH PROFESSIONAL ENGINEER: DAVID ROSINI PE # 117697 Rosini Engineering, PC Pro; #: 22252 Reviewed By: 24-02 40th Avenue SP-200 Long Island City, NY 11101 T: (212)904-0422 F:(212)575-0718 BID ISSUE / PERMIT NELSON � Nelco Architecture, Inc. o - L� >W oN Q V, Z = N En �~ VI 0 H I Q 0 201 E Fourth Street OF OE D� C B �� A Suite 1700 i Cincinnati, OH 45202 Phone: (513) 241-3000 - - - - ` WWW.NELSONWORLDWIDE.COM PRIMARK PROJECT EXECUTIVE 0 ROBERT MARKIEWICZ u CONSTRUCTION PROJECT EXECUTIVE m RMARKIEWICZ@PRIMARK.COM 3 o Z MANAGERDHOMANAGEMENT SERVICES, LLC 0 J 8 KEITH DAVIS 8 = PRINCIPAL Qa � S J NG ENGINEERSz MEP W W it 1 ROSINI ENGINEERING, PC a J o YANNY MEIIA W 24-02 40TH AVENUE YMEJIA@ROSINIENGINEERING.COM r3 MLR CONSULTANT BE COMPLIANT INSPECTIONS LLC BETH COOKE RAS 1317 MIDLOTHIAN,TX 76065 ARCHITECT NELSON W. 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EXISTING SPRINKLER SYSTEM INCLUDING SPRINKLER HEADS AND SPRINKLER PIPING TO BE REMOVE) BACK TO SPRINKLER FED PROVIDED BY LAND LORD. OF I 2. PROVIDE PENDENT SPRINKLER HEADS UNDER HVAC UNIT. cP.•''q"��'"' ;;1i, 1± 3. COORDINATE EXACT PIPING AND HEADS LOCATIONS WITH + : ... •••••• •••' STRUCTURAL MEMBERS, OTHER TRADES AND FINAL METAL SHEET i�"D SINI METAL DRAWINGS. ��• .; J' 4. RELOCATE EXISTING SPRINKLER BRANCH PIPING AROUND ROOF OPENING. COORDINATE IN FIELD. TRUE PROJECT NORTH NORTH PROFESSIONAL ENGINEER; DAVID ROSINI PE # 117697 Rosini Engineering, PC PTD; #: 22252 Reviewed By: 24-02 40th Avenue SP-201 Long Island City, NY 11101 T: (212)904-0422 F:(212)575-0718 BID ISSUE / PERMIT * LIU VI-IE, -T E X•t Is G NELSON Nelco Architecture, Inc. EXIST. SUB -METER -, 2" 2" PR:TRAP PRIMER �'" "' '� VALVE (TYPICAL ��1Y4" 14" Y2 II DF DF LAV WC WC LAV Y2" }�" �2" � 1Y4" 1Y4"•,�--TII Y2"4—T{I 1 1 — 1 0 0 CONNECT NEW Y2" CW - - TO EXIST.Y2" CW STUB UP FOR TRAP PRIMER (TYPICAL) EXISTING FROST PROOF HOSE BIB CONNECT 3'4" CW TO i_T_ EXISTING STUB. EXACT LOCATION TO BE VERIFIED IN FIELD. / „ -- -- r 4 -- -- - 2" I II LAV LAV LAV LAV UR WC WC WC WC WC y2" � �T-L -Yi= yi" � - TT r Yi" IY4" �1y4„ 1Y4'� �1Y4„ 1Y4" 1y1�i 4" - MIXING VALVE (TYPICAL) - WATER HAMMER ARRESTOR (TYPICAL) SINK SINK I I (WELL BEING RM) I 0 DOMESTIC WATER RISER DIAGRAM N.T.S. 3/4„--" a- �X„ HW CIRCULATING -- TEMPERATURE PUMP CP-1 AND PRESSURE EXPANSION RELIEF VALVE TANK �1Y4" LI — �- 1Y4„ 3/"� 4 NEW NEWMOP MOP II� SINK SINK I SINK SINK I 93t�_ � � 3i4" � �'4"q_j , t f -I � - -,3/, WH-1 TO a� MOP SINK - SHUT-OFF VALVE AND CHECK -- �'4" CW AND 3'4" HW WITH RUN h" HW WITH SHUT-OFF VALVE IN ACCESSIBLE LOCATION. SHUT-OFF VALVE, CHECK VALVE, CHECK VALVE AND PROVIDE LABEL "ROOF HYDRANT". VALVE AND VACUUM VACUUM BREAKER TO COORDINATE EXACT LOCATION BREAKER TO WASHER DISHWASHER WITH ARCHITECT. RUN h" CW WITH SHUT -OFF - VALVE, CHECK VALVE AND VACUUM BREAKER TO HOT WATER DISPENSER ROOF LEVEL 01 NEW VTR I I -1 I L- ROOF I L—� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r----------------------I r r I 1 3„ 3" 1 3„ �2„ I 1 r---� r---T-------L-----r---T---I F------r----,—J-------T-----r--� I r-----T--L—_1------------------T_ �2„ �1 �1 �2,. �2„ 2„ �2„ �1 „ �1 „ �1Y2 2.. �2,. �2„ �2„ �2„ SINK +-1Yi" 22 ,> 1 T_ 1 „ l I I I I I I I I I I I I (WELL I I I I I STANDPIPE I I DF I DF I LAV I I WC I WC I I LAV I I I UR I WC WC I WC I I WC I WC BEING I I I I SINK 1 FOR 1 SINK LAV LAV LAV LAV I I RM) I I I (PANTRY) WASHER 1 (PANTRY) NEW I NEW I 2.. 2„ 1 ,> 1 4„ 4„ 1 1y2" 1Y2" 1Y2" 4„ F4„ 1 1 4" 2" I MOP 1 MOP 1 DWT�� 2„ O 2" 2„ EX. 3"FD EX. 3"FD ` EX. 3"FD EX. 3"FD EX. 3"FD SINK SINK f LEVEL 01 CONNECT NEW CONNECT NEW 4" SAN TO 4" SAN TO EXIST. 4" SAN EXIST. 4" SAN STUB UP STUB UP CONNECT NEW CONNECT NEW CONNECT NEW CONNECT NEW CONNECT NEW CONNECT NEW CONNECT NEW CONNECT NEW CONNECT 3" WASTE AND CONNECT NEW 2" W TO 2" V TO EXIST. 2" V TO EXIST. 4" SAN TO 4" SAN TO 4" SAN TO 2" W TO 2" V TO EXIST. 2" VENT FOR (2) MOP 2" W TO EXIST. EXIST. 2" W 2" V STUB UP 2" V STUB UP EXIST. 4" SAN EXIST. 4" SAN EXIST. 4" SAN EXIST. 2" W 2" V STUB UP SINKS TO EXISTING WASTE 2" W STUB UP STUB UP STUB UP STUB UP STUB UP STUB UP WITH P-TRAP AND VENT STUB UPS SANITARY AND WASTE RISER DIAGRAM N.T.S. - GAS PRESSURE REGULATOR (TYPICAL) RTU-1 f RTU-2 RTU-3 1Y2" RTU-4 1 •• RTU-5 % RTU-7 1h• RTU-6 ly2•' (250 MBTU) E-a r 0 1 (250 MBTU) FO r 0 1 (250 MBTU) F0 r o (350 MBTU) FC3 r 0 (350 MBTU) F0 r 0 (150 MBTU) FQ r 0 (150 MBTU) F0 r 0 2" I I 2" I I I I 2„ G G G G G C G G G G G G G G C GAS RISER DIAGRAM N.T.S. G -0 2„ G 0 ROOF w2" (TOTAL GAS LOAD: 1750 MBTU) EXISTING GAS METER FOR PRIMARK SPACE M LEVEL 01 CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. Rosini Engineering, PC 24-02 40th Avenue Long Island City, NY 11101 T: (212)904-0422 F:(212)575-0718 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone: (513) 241-3000 WWW.NELSONWORLDWIDE.COM PRIMARK PROJECT EXECUTIVE ROBERT MARKIEWICZ CONSTRUCTION PROJECT EXECUTIVE RMARKIEWICZ@PRIMARK.COM PROJECT MANAGER DH MANAGEMENT SERVICES, LLC KEITH DAVIS PRINCIPAL KEITHDAVIS@DHMANAGEMENTSERVICES.COM MEP ENGINEERS ROSINI ENGINEERING, PC YANNY MEIIA 24-02 40TH AVENUE YMEJIA@ROSINIENGINEERING.COM MLR CONSULTANT BE COMPLIANT INSPECTIONS LLC BETH COOKE RAS 1317 MIDLOTHIAN,TX 76065 ARCHITECT NELSON W. SCOTT WINGER, AUI NELSON CONTACT: 470 PAS, 7S FROM I MEA ".011PIL GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 Issue: No: Date: LL/OWNER REVIEW SET 01/08/2025 ISSUE FOR CONSTRUCTION 02/17/2025 BULLETIN #1 2 05/a2025 BULLETIN #2 3 07/03/2025 Q RESPONSE TO REVISION #2 4 09/26/2025 KEY PLAN: A B PLUMBING RISER DIAGRAMS PROFESSIONAL ENGINEER: DAVID ROSINI PE # 117697 Proj #: 22252 Reviewed By: P-101 BID ISSUE / PERMIT 1 L v / 1 %.0 v n n � � ➢C �E rr r-i T TO,:L11 0 ILI DFE 7 IF] XE 7[l III L 7 M WS CUSTOMER WOMEN'S WOMEN'S RESTROOM _ CUSTOMER RESTROOM _MEETING ROOM 112 RESTROOM (COLLEAGUE) 116 SEE A06.05 1 " CW ROP 113 115 SEE A06.07 1 J� HW ROP E A06.05 2 SEE A06.06 3;" HW -Y4" CW/HW DROP I I I I n �a LAV � I s W• �'I c � I l I�I I I I I J �9> WELL BEING 3IN1 I 3 118 I : � OT DE KING � S I � � � mot- 119 - LLEAGUEy SEE A06.08 I 0 I SEE A06.08 _ O�FFF - ' 114r' - 2_---------____ ❑ — C f�DO ` EE-1196.9Cr � R �• C — 111 I ', 2" CW DROP SE A06.0 2 LAV LAV 1 HW DROP A.8 I = 7C JC JC ❑ JC ❑ JC - � ��'�' ' -LAV �°$ u _..-... -. � 0 I H I CONNECT 3'4" CW TO EXISTING STUB FOR NON —FREEZE ROOF HYDRANT. EXACT LOCATION TO BE VERIFIED IN FIELD. H T - H H H �I II LH I I I r p PROCESSING — -- -- — — I I I� I AREA IJ 06 EE A06.02 ^ l L UP ,SELF CHECKOUT , U SEE A06.03 71F"n (I nJ.flt n I� r 1 PLUMBING PLAN - AREA'B' 1/8" _ 1'-0" WOE �� L ICI COMMS ROOM 109 CCTV — 08 SE&06.04 \ ED r�7 FITTING ROOMS 105 SECURITY SEE A06.02 '' 107 SEE A06.04 O _ CW DROP CORRIDOR CASH LOBBY I C OP 6 " HW DROP 126 121 I PANTRY/ HII.�E }�COLLEAGUE \�0 SEE A06.15EE A06.10 I I 1 (f f / - I SEE A06.0! i \JI c r+ L� r. vv I OPEN OFFICE / }LU a 1 1 I I ADMIN AREA — -0 c N CASH OFFICE ^ ^ SINK I I s[ < 5 � w 12212 EE 06.12 — ❑ SEE A06.10 r�IFIFI ❑� I II t EN OFFICE / ❑ U I 4 j DMIN A A LO E 1, COAT 125 HA GI IG AREA — — SEE A06. 2 1 3 8 CLEANER'S E ,06.11 � EXIST. L, COMPOUND N/HW DROP � FD 128 E , CAL R001 — I 1 — 127 L — + SEE A06.14 iEE A06.13 J � - EQUIPMENT ROOM 129 — STOCK AREA 131 — — VM ROOM — _ 0 CW MAIN 0 0 j 0 CORRIDOR 110 SEE A06.04 - LOADING DOCK 132 i i i i b DI f 00 0 I 0 O A A A, VINE. 'T EX 1 S p� CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. Ed SHEET NOTES O CONNECT NEW 2" W TO EXIST. 2" W STUB UP O CONNECT NEW 4" SAN TO EXIST. 4" SAN STUB UP O3 NEW 4" VTR. COORDINATE EXACT LOCATION WITH STRUCTURAL MEMBERS AND ROOF EQUIPMENT. 40 ELECTRIC WATER HEATER WH-1 SMITH DEL-30, 30 GALLON STORAGE TANK, 32 GPH RECOVERY AT 100- TEMP. RISE, 8 KW (4/4 KW SIMULTANEOUS), 208 V, 3—PHASE. PROVIDE EXPANSION TANK AMTROL THERM—X—TROL ST-12C CONNECTED TO COLD WATER FEED TO WATER HEATER. USE PIPE CLAMP HANGER AND MOUNT IN HORIZONTAL POSITION NEXT TO WATER HEATER. RUN 3'4" DRAIN LINE FROM T&P VALVE AND TERMINATE OVER MOP SINK. INSTALL GALVANIZED DRIP PAN UNDER WATER HEATER PROVIDE LEAK DETECTION SYSTEM. UPON LIQUID SENSING IN PAN, SHUT DOWN DOMESTIC WATER FLOW. 5 W CIRCULATING PUMP P- (P OVIDE TIMER) O6 CONNECT NEW 2" CW TO EXISTING 2" CW OUTLET PROVIDED BY LANDLORD. / 1 IAN F'IFL rU WASHER/DRYER 2" W DN 1X" V RISE -Y4" CW/HW DROP PROVIDE SHUT—OFF VALVE, CHECK VALVE AND VACUUM BREAKER ON EACH WATER LINES O8 CONNECT 3" WASTE AND 2" VENT FOR (2) MOP SINKS TO EXISTING WASTE WITH P—TRAP AND VENT STUB UPS Og PROVIDE NEW TRAP PRIMER FOR EXISTING FLOOR DRAIN AND CONNECT Y2" CW TO EXISTING CW STUB UP. TRAP PRIMER SHOULD BE ACCESSIBLE. CONNECT 2" V TO TO EXISTING VENT STUB UP. 10 SHUT—OFF VALVE AND CHECK VALVE IN ACCESSIBLE LOCATION. PROVIDE LABEL "ROOF HYDRANT". COORDINATE EXACT LOCATION WITH ARCHITECT. 11 RUN J2" CW WITH SHUT—OFF VALVE, CHECK VALVE AND VACUUM BREAKER TO WATER DISPENSER 12 RUN )�" HW WITH SHUT—OFF VALVE, CHECK VALVE AND VACUUM BREAKER TO DISHWASHER PLUMBING CONTRACTOR TO CCTV LL INSTALLED SANITARY PIPE FROM FARTHEST FIXTURE TO CONNECTION TO BASE BUILDING MAIN. NELSON Nelco Architecture, Inc. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone: (513) 241-3000 WWW.NELSONWORLDWIDE.COM PRIMARK PROJECT EXECUTIVE ROBERT MARKIEWICZ CONSTRUCTION PROJECT EXECUTIVE RMARKIEWICZ@PRIMARK.COM PROJECT MANAGER DH MANAGEMENT SERVICES, LLC KEITH DAVIS PRINCIPAL KEITHDAVIS@DHMANAGEMENTSERVICES.COM MEP ENGINEERS ROSINI ENGINEERING, PC YANNY MEIIA 24-02 40TH AVENUE YMEJIA@ROSINIENGINEERING.COM MLR CONSULTANT BE COMPLIANT INSPECTIONS LLC BETH COOKE RAS 1317 MIDLOTHIAN,TX 76065 ARCHITECT NELSON W. SCOTT WINGER, AUI NELSON CONTACT: 470 PAS, 7S FORM MUM "EmINDI GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 Issue: No: Date: LL/OWNER REVIEW SET 01/08/2025 ISSUE FOR CONSTRUCTION 02/17/2025 BULLETIN #1 2 05/a2025 BULLETIN #2 3 07/03/2025 ® RESPONSE TO REVISION #2 4 09/26/2025 PLUMBING PLAN AREA B OF ?� y>>1 TRUE PROJECT NORTH NORTH PROFESSIONAL ENGINEER: DAVID ROSINI PE # 117697 Rosini Engineering, PC Pro; #: 22252 Reviewed By: 24-02 40th Avenue P-201Long Island City, NY 11101 T: (212)904-0422 F:(212)575-0718 BID ISSUE / PERMIT NELSON a� xly w O - p w > ww O = ro , ¢ �n Z = O Q w U w Z go Y Ed x F- \SG- SG-1 _ OO) AV- ' (5000) 4 12x12 T.O. BETWEEN EACH o SPACE AND HALLWAY UNLESS \ 28x20 I I 24x16 I I 38x26 14� - X OTHERWISE NOTED. VAV cO 02 (2000) \ — 24x16 T.O. VAV-7 c-v x SG-1 SG-1 (TYP 3) (5000) 04 (50O) m n(400) SG-1 1 SG-1 SG- SG-1 SG-1 (500) 1 (500) 1(500) (500) 1(500) o p 20x14 I I 26x18 c I 18x10 I 18x10 �il 18x10 I t5 1 SG 1 _ SG-1Sp SG-1 SG-1 1 (500) ! (500) V 1(500) (500) 1 1(500) AV-7 i r Y r r r 1 I R -1 I 10 3G-1 SG-1 600) 1(600) 18x10 3G-1 SG-1 600) + 1(600) I 0 MECHANICAL PLAN - AREA'B' '-R VAV-1 S SG-1 (500) nT SG-1 (500) nT /2\ � O EUH-1 160 � ,58x26 I' 124x 16 I 28x20 v VAV- VAV-1 1 (2300) `D MS �x x (4800) " — 04. VAV 1Q VAV-1(� 109 l�—�� u — (4900) ly�J - 175 S 1 S SG-1 SG-1 SG SG -1 -SG-1 (500) 1 1(600) (550) 1(500) 00) 1(500) AC-2 pp p 1.5-TON - J� S p o J� 18x12 18x12 I 18x12 rD 28x20 20x12 x - x x SG-1 1 SG-1 R (600) 1 1 (6-(600) 1 SG-1 SG-1 SG-1 00 9� _ _ 1 (600) l (600) 1 (600) , : _ 75 - - 100 - CCR Sit- .04 `xx St AO(.04 - 00 - - REPROCESSIkIG " AREA ` - SEE A06.02 ' 75 RC,-2, 4 A -3 '� 12x12 T.O. (TYP 2) _ FITTING ROOMS ; 1 1.5 TON SELF CHECKOUT- 104 SEE A06.02 U _ SEE A06.03 w _ (I�)SE A 04t - .� _ A -14N�� 6A U T - -I- RC1 d- ( 00) O D-"kV-rD1 11D-1 (I5U) (P ll 5011) (-250) STOt p E 9 S E A D6.11 SC 1 SG 1 is 26x20 12bx16 S 1 S 1 S (4 ) 1 (5 0) 1 :--ram ,--►�� ,--i STOCK AREA LOADING DOCK 132 4 18x12 D i - VAV 5 , (1350) 5kW -1 x ly x PANTRY/RECHARG 571 Rom— COLLEAGUE CAFE 120 SEE A06.09 CLEANER'S ❑ COMPOUND 128 _ SEE A06.14 IG-1 1 (200) 1 SG-1 E UIPMENT ROOM 3) (g400) (%R-1 ; q J-1 t—i 12002 I 118x10SG-1 SG-1 , �) r(40) 1(200) VM ROOM 130 O EUH-2 SG-1 1(200) 13 L� NNW MECHANICAL DUCTWORK NOTES 1. CONTRACTOR TO PROVIDE A FULL SIZE, 1 " ACOUSTICALLY LINED PLENUM ON THE RETURNS SIDE OF EACH ROOFTOP UNIT. EACH PLENUM SHALL HAVE A RETURN STUB WITH SMOKE DETECTOR AND WIRE MESH SCREEN. THE RETURN STUB FOR EACH UNIT SHALL BE SIZED FOR 500 FEET PER MINUTE VELOCITY. 2. EACH VAV BOX SHALL HAVE A REMOTE FLUSH MOUNTED BUTTON TYPE TEMPERATURE SENSOR INSTALLED AT A HEIGHT OF 3'-7' AFF. EACH TEMPERATURE SENSOR SHALL BE PAINTED PRIOR TO INSTALLATION, COLOR TO BE DETERMINED BY ARCHITECT. BUTTON SENSORS TO BE INSTALLED DIRECTLY TO WALL SURFACE, DO NOT PROVIDE VISIBLE BACK BOXES OR COVER PLATES. TEMPERATURE SENSOR LOCATIONS ARE SUBJECT TO RELOCATION FROM THE POSITIONS SHOWN ON THE DRAWINGS. EXACT LOCATIONS SUBJECT TO FINAL APPROVAL BY ARCHITECT PRIOR TO INSTALLATION. 3. ALL EXPOSED DUCTWORK SHALL BE INSTALLED AT A CENTERLINE HEIGHT OF 14'-0". CONTRACTOR TO PROVIDE SHEET METAL DRAWINGS LISTING ALL HEIGHTS AND CONFLICTS WITH WORK OF OTHER TRADES PRIOR TO FABRICATION. SEE SHEET METAL DRAWING REQUIREMENTS ON M-100. 4. ALL EXPOSED SUPPLY DUCTS AS WELL AS THE FIRST 15 FEET OF SUPPLY AND RETURN DUCTWORK FROM THE UNIT SHALL HAVE 1" INTERNAL ACOUSTICAL INSULATION. ALL OTHER SUPPLY AIR DUCTS SHALL HAVE 1" EXTERNAL INSULATION. DUCT SIZES SHOWN ON PLAN INDICATE CLEAR INSIDE DIMENSIONS. 5. PROVIDE NEW DUCT MOUNTED SMOKE DETECTORS IN THE RETURN AIR DUCTS AS SHOWN ON THE DRAWINGS. SMOKE DETECTORS SHALL SHUT DOWN THE ASSOCIATED AC UNIT UPON SENSING PRODUCTS OF COMBUSTION AND SHALL INITIATE ALARM ON THE BMS. 8. NEW DUCT MOUNTED SMOKE DETECTOR SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR, INSTALLED BY THE MECHANICAL CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR. SMOKE DETECTOR IN THE MAIN RETURN DUCTS SHALL SHUT DOWN THE SYSTEM UPON SENSING PRODUCTS OF COMBUSTION AND SHALL HAVE THE CAPABILITY TO INITIATE LOCAL OR REMOTE ALARM. 9. MECHANICAL UNIT AND DUCTWORK IN ELECTRICAL ROOM TO BE FULLY COORDINATED WITH ELECTRICIAN AND SHALL REFERENCE ELECTRICAL EQUIPMENT LAYOUT AND SUBMITTALS DURING SHEET METAL DRAWING COORDINATION. DUCTWORK TO BE MINIMUM 6' ABOVE ALL PANELS, TRANSFORMERS AND ELECTRICAL DISTRIBUTION BOARDS AS PER NEC REQUIREMENTS. 10. EACH BRANCH DUCT TAP SERVING A SUPPLY, RETURN, OR EXHAUST OUTLET SHALL BE PROVIDED WITH A VOLUME DAMPER. FOR BRANCH DUCTS ABOVE AN INACCESSIBLE CEILING, PROVIDE A CABLE OPERATED VOLUME DAMPER WHICH SHALL OPERATE THROUGH THE ROOM SIDE FACE OF THE DIFFUSER. CABLE OPERATED DAMPERS SHALL BE SIMILAR TO YOUNG REGULATOR RECTANGULAR VOLUME CONTROL DAMPERS MODEL 800AW. 11. CONTRACTOR TO REMOVE ALL STICKERS FROM AND CLEAN ALL EXPOSED DUCTWORK PRIOR TO TURNOVER. 12. ALL ROOF MOUNTED DUCTWORK AND PIPING SHALL BE SUPPORTED BY "CUSTOM DS SUPPORTS" AS MANUFACTURED BY MIRO INDUSTRIES INC.. EXACT QUANTITY, LOCATION OF SUPPORTS, AND CROSS BRACING REQUIREMENTS SHALL FOLLOW MANUFACTURER STANDARDS. CONTACT MR. JARRETT WELCH AT MIRO INDUSTRIES INC AT (801) 839-2956. 13. ALL NECESSARY OFFSETS AND ELEVATION CHANGES ARE NOT SHOWN ON THE DRAWINGS. CONTRACTOR TO REFLECT/COORDINATE THE REQUIRED RISE/DROPS WITH FIELD CONDITIONS. 14. REFER TO MECHANICAL SPECIFICATIONS ON DRAWING M-100 FOR AUTOMATIC CONTROL SEQUENCE FOR ALL MECHANICAL EQUIPMENT. 15. ALL BALANCING DAMPERS TO BE MARKED BY A RED ARROW INDICATING FINAL POSITION AFTER SYSTEM BALANCING IS APPROVED BY ENGINEER. EXPOSED SUPPLY GRILLE DETAIL 30' ELBOW BOOT TAP VOLUME DAMPER SA GRILLE SUPPLY DUCT -e- 1 " INTERNAL ACOUSTIC LINING .TAP VINE. ti T E% X •1 3 CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. Nelco Architecture, Inc. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone:(513) 241-3000 WWW.NELSONWORLDWIDE.COM PRI MARK PROJECT EXECUTIVE ROBERT MARKIEWICZ CONSTRUCTION PROJECT EXECUTIVE RMARKIEWICZCiPRIMARK.COM PROJECT MANAGER DH MANAGEMENT SERVICES, LLC KEITH DAVIS PRINCIPAL KEITHDAVIScDHMANAGEMENTSERVICES.COM MEP ENGINEERS ROSINI ENGINEERING, PC YANNY MEDIA 24-02 40TH AVENUE YMEIIACROSINI ENGINEERING.COM TDLR CONSULTANT BE COMPLIANT INSPECTIONS LLC BETH COOKE RAS 1317 MIDLOTHIAN,TX 76065 ARCHITECT NELSON W. SCOTT WINGER, AIA NELSON CONTACT: 470 PAS, 7S 212-MEW ME a GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 Issue: No: Date: LL/OWNER REVIEW SET 01/08/2025 ISSUE FOR CONSTRUCTION 02/17/2025 BULLETIN #1 2 05/02/2025 BULLETIN #2 3 07/03/2025 RESPONSE TO REVISION #2 4 09/26/2025 KEY PLAN: MECHANICAL PLAN AREA B 41 °Tor; TRUE PROJECT NORTH NORTH PROFESSIONAL ENGINEER: DAVID ROSINI PE # 117697 Rosini Engineering, PC Pro; #: 22252 Reviewed By: 24-02 40th Avenue M-301 Long Island City, NY 11101 T: (212)904-0422 F:(212)575-0718 BID ISSUE / PERMIT NELSON a� Wly 0 -p WW ,W O = a� Z = O Q W W U W Z ?o W = W ~ x a a Y Q Ed F- � W J /x V Q 7''CI CUITS TO BE TIED BACK BEAK N TRAC /OTHER WISE j OTED / / / / / l (T P) / O - - 24 24 24 24 24 24 241 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 PL6 PL6 PL6 PL6 PLo PL6 � PL6 PL6 PL6 PL6 PL6 PL6 PL6 PL6 PL6 PL6 PL6 PL6 PL6 PL6 PL6 PL6 PL6 PL6 PUS PL6 PL6 PL6 PL6 PL6 PL6 PL6 PL6 I 'M PL6 26 DF6 DF6 DF6 DR Df6 26 ' 'PL6 12 8 I 8 4 4 4 4 26 DF6 DF6 DF6 DF6 DF6 PL6 10 6 6 2 2 2 2 M � _ DF4 DF6 DF6 DF6 CF6 ' 'PL6 EM EM EM EM 26 12 °9#1 8 ®#1 8 4 01 4 4 0#1 26 # DF6 a I co CF6 DF6 DF6 DF6 DF6 PL6 rrl l 10 C 0 6 6 2 2 2 26 DF6 en DF6 _ - DF6 DF6 DF6 PL6 12 - Q 8 8 4 4 4 26 PL6 7..� �..� DF6 DF6 DF6 DF6 Oct a 20 �� . 20 20 20 6 2 20 C F= I DF6 6 �O DF6 = 20 # 1 2 2 DF6 DF6 P6 L 10 20 2 12 12 8 8 4 4 4 ' 'PL6 CF6 20 DF6 DF6 D D 26 D 10 10 6 6 2 2 " PL6 1 DF6 I 26 12 12 8 8 4 4 " PL6 1 EM 26 10 10 6 09 # 1 6 2 2 PL6 ELEti - ; DF6 -- _ - DF6 _18 18� 1 EM 26 5 16 := 12 I 12 8 8 01 1 4 4 1, PL6 1 18 18r DF6 18 _ hi 18 18 18 18 /� 1 DF6 26 # 1 "PL6 14 18 1 10 EM 10 6 6 2 2 DF6 � ro DF6 DFi # 1 16 1 12 12 :8 8 20 4 DF2 4 PL6 418 18- 1 C,� DF6 18 18 18 18 - - 26 EM r I 5,g �EM VS Q Ir-' 5,g r 9,h EX-L1 u_ I HOBBY M �j, cR-22 9,h �h cRzz�,h - OR 9,rr ,m cR 9,rr k �I �k OS'� - i2 �,1 cRzz 9,j LV%- XK M I - PANTRY/RECHARGE t D�4I ARIA HAfiGIN A D CAS'i, OFFICE � COLLEAGUE CAFE ,m �,m b.I ,m 22 �,1 ,k '9:-AN 7-1 ZJ,h cRzz 9,h 9'h SEEA06.09 at-z2rA - CR zz 9,J 91j EM EM _ - I EM 'EM EM ❑l r❑ I EM EM STORAGE CLOSET CLEANER'S M„-• -, 124 �, 3, 13, 3, 13,�13, 13,t COMPOUND 13,t 7,0 17,0170' � 13,P P P q q q D Cn SEE A06.11 7nl EMI EMI EM EM EMI VS t IEMSEEA06.14 M2 EM M2 7,n - 17,o M2 7,0 17,o M2 3,P 13,P M2113,p 13,q M2413,q 13,q -�� ROOM EQUIPMENT ROOM A0 EM EM EM EMI 113 's 129 13,s 7 �06.13 3 3 3 M2 p EM OS o OS P OS q s 2 EM EM n -EM M21 17,o 17,o h2 f 17,o 13,P M2113,P13,P M2 3,q 13,q M21 3,q EMI EMI EM EM EMI VM ROOM 20 � 26 26 26 26 26 26 ' 'PL6 M21-1 7,o 14 18 1860 10 10 6 20 6_: PL6 PL6 PL6 PL6 PL6 DF6 DF6 = -r - -- EM 24 # 17 16 20= 12 12 8 8 -= - _ 24 I _ . DH PL6 - 13, 130 3 13,r . I M2 EM p$ M2 M1 17,o M2 1 17,o 17,o M21 113,P 13,P M21 113,P 13,q M2 `�13,q 13,q EM r EMI EM 1 STOCK AREA EM EM I OOS 3 OS 3 p Oq EM 17,u 17 17,o 3 M112117,o 14 10 10 6 6 24 EM I M2 EM M2 o OS DF6 DF6 o DF6 DF6 'PL6 CO MS M EM 17,o EM 109 16 D 12 n 9 D Q 24 6 DF4 ! z2 2 24 ICR-21117 1 U D�6 6 DF6 - 20 - 10 EM 6 EM 6 17,U M2 M2 EM 14 I 4 r=^ °941 10 CF4 �41 DF4 PL6 29,X 29,x EM =EM DF6 # 1 1 7 11 20 20 20 20 20 F 16 16 12 12 DFr 24 EM � DF6 =-- GF6 DF6 20 8 17,v 6 M2 EM 10 srz 14 14 10 DF2 DF4 24 cR-2217 29,x EM DF6 1 _ _ ` ?L^ L6 PL6 PL6 PL6 PL6 PL- ZLr PL5 P_ 6 I 12 %24 !4 24 24 24 24 24 24 24 24 24 _4 24 24 17 „ URRI R 16 16 DF2 'PL6 21 - C - SF� A �Q4 EM DF6 DF6 EM._-- 22 23 23 23 21 23 _ M2 SEli7 v.04 # 1 14 �# 1 14 22 21 21 23 REPROCESSI 21 21 21 1121 21 EM 29,x + DFtDF6 DF6 92 AREA 21 EM 23 DF6 CASHWIhP -PL6 23 106 23 23 21 23 21 , ,21 1 cR-2z 17 4 103 4 D; ;DF616 DF6 16 22 ' -21 ' '21 SEE A06.02 21 21 FITTING ROOMS 21 23 EMIp 23 �EmSEE A06. 3 # Hh12 EM DF6 'PL6 14 SELF CHECKOUT 14 22 "21 21 1-21 105 23 21 1 ,w at_22 29,x E:M DF6 104 DF6 EM 23 23 SEE A06.02 23 21 21 S V$ 17 DF4 SEE A06.03 -PL6 # 1 aov 23 21 - EM 21 23 21 Y23 21 23 21 23 21 23 SEA AO" 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 7,w M2 � 0 EM® ,'23 s .'21 cRzz 17 29,x 23 ® #1 #1 D D I D D #17 # 1 `Q # 17 IG1 z EX-Ll EX-L1 l J x V H Q x V a 1 LIGHTING PLAN - AREA'B' OS X M2 29,x 17,o N121 117,o 13,P M2 3,P 13,P M2 3,q M1 13,q M21 13,q13,q 13,q EMI EM EM EMI M2 EMI EM M2 M2 M2 EM U M2 M2 EM NEX-L2 M2 D 29,x 29,y EM 29,y 29,y EM 33,z OS 3 y OS 3 z #33 �) EX-L1 #33 '�12 EM M2 N12 EM M2 M2 EM M2 M2 EM 29,x EM 29,y 29,y EM 29,y 33,z EM 33,z 33,z EM o M2 EM M2 M2 EM 11,12 M2 EM M2 M2 EM M2 29,x EM 29,x 29,y EM 29,y 29,y EM 33,z 33,z EM 33,z _OCCUPANCY SENSOR LOADING DOCK FOR DOCK LIGHTING TO OS X 132 OS 3 OS z BE NDA6N)T MOUNTED. M2 M2 Eh1 M2 h12 EM h12 M2 EM h12 M2 EM 29,x 29,x EM 29,y 29,y EM 29,y 33,z EM 33,z 33,z EM M2 EM M2 M2 EM M2 hit EM M2 M2 EM M2 #33 _ 29,x EM 29,x 29,y EM 29,y 29,y EM 33,z 33,z EM 33,z o D _ O SEE NOTE 8.7 EX-L1 (TYP OF 'EX-L1' FIXTURE) LIGHTING NOTES: 1. ALL LIGHTING CIRCUITS SHALL BE CIRCUITED TO NEW PANEL 'LP -A', UNLESS OTHERWISE NOTED. 2. NUMBERS ADJACENT, OR POINTING TO, LIGHT FIXTURES INDICATE CIRCUIT NUMBERS. CONTRACTOR SHALL PROVIDE AND INSTALL ALL WIRING, CONDUIT, JUNCTION BOXES, ETC. REQUIRED TO INTERCONNECT FIXTURES WITH THE SAME CIRCUIT NUMBERS AND TO COMPLETE THE CIRCUITING BACK TO ITS RESPECTIVE PANEL BOARD. 3. LOWERCASE LETTERS ADJACENT TO LIGHT FIXTURES INDICATE DESIRED SWITCHING CONTROL. CONTRACTOR SHALL PROVIDE AND INSTALL ALL WIRING, CONDUITS, JUNCTION BOXES, ETC. REQUIRED TO INTERCONNECT FIXTURES ON THE SAME SWITCH LEG AND TO COMPLETE DESIRED SWITCHING. WHERE LOWERCASE LETTERS ARE NOT INDICATED, LIGHTING SHALL BE CIRCUITED TO LOCAL SWITCH. 4. ALL LIGHT FIXTURES INDICATED WITH AN "EM" AND ALL EXIT SIGNS SHALL BE PROVIDED WITH INTEGRAL EMERGENCY BATTERY PACK BACK-UP AND SHALL BE UN -SWITCHED. 5. EMERGENCY LIGHT FIXTURES LOCATED IN THE SALES AREA TO BE PENDANT MOUNTED. FIXTURE TO BE PROVIDED WITH 90-MINUTE BATTERY PACK BACK-UP. COORDINATE EXACT COLOR AND LOCATION WITH ARCHITECT PRIOR TO ANY INSTALLATION. 6. EMERGENCY LIGHT FIXTURE TYPE LOCATED IN THE FITTING ROOMS TO BE WALL MOUNTED. FIXTURE TO BE PROVIDED WITH 90-MINUTE BATTERY PACK BACK-UP. COORDINATE EXACT COLOR AND LOCATION WITH ARCHITECT PRIOR TO ANY INSTALLATION. U.O.N 7. DISCONNECT AND REMOVE ALL EXISTING TEMPORARY EMERGENCY LIGHTING ALONG WITH ALL WIRING/CIRCUITRY. COORDINATE EXACT LOCATIONS IN FIELD. 8. EXISTING EXTERIOR EGRESS LIGHT, STUB -IN CONDUIT, PULLSTRING AND J-BOX. VERIFY EXACT LOCATION IN FIELD. PROVIDE AND INSTALL WIRING TO CONNECT EXISTING EGRESS LIGHT TO INDICATED PRIMARK PANEL. CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. PROJECT TRUE NORTH NORTH Rosini Engineering, PC 24-02 40th Avenue Long Island City, NY 11101 T: (212)904-0422 F:(212)575-0718 Nelco Architecture, Inc. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone:(513) 241-3000 WWW.NELSONWORLDWIDE.COM PRI MARK PROJECT EXECUTIVE ROBERT MARKIEWICZ CONSTRUCTION PROJECT EXECUTIVE RMARKIEWICZ@PRIMARK.COM PROJECT MANAGER DH MANAGEMENT SERVICES, LLC KEITH DAVIS PRINCIPAL KEITHDAVIS@DHMANAGEMENTSERVICES.COM MEP ENGINEERS ROSINI ENGINEERING, PC YANNY MEJIA 24-02 40TH AVENUE YMFJIA@ROSINI ENGINEERING.COM TDLR CONSULTANT BE COMPLIANT INSPECTIONS LLC BETH COOKE RAS 1317 MIDLOTHIAN,TX 76065 ARCHITECT NELSON W. SCOTT WINGER, AIA NELSON CONTACT: 470 PAS, 7S GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 Issue: No: Date: LL/OWNER REVIEW SET 01/08/2025 ISSUE FOR CONSTRUCTION 02/17/2025 it BULLETIN #1 2 05/02/2025 ZZ BULLETIN #2 3 07/03/2025 RESPONSE TO REVISION #2 4 09/26/2025 LIGHTING PLAN AREA B PROFESSIONAL ENGINEER: DAVID ROSINI PE # 117697 Proj #: 22252 Reviewed By: E-301 BID ISSUE / PERMIT >4 V t9 xly w O - p w � w w O = ro w ¢ �n Z = O Q m U w Z go a Ed W V Iow a � � � a I 68 .P-A#39 vav-s Y (n 68 J VAV-7 LP-A#30 F01 5 co rl O (D) � N N ® N cV LP-A#W a a a a 70 VAV-9 Do 5 5 LP-A#30 ®A j/ 68J LP-A#39 vav s 06-:6 18" AFF & 10'-9" AFF -1 pi[" LIU Lj" Uuul q l � �-- LP-A#25 (C) t 2 � SELF CHECKOUT SEE NOTE, 32. 0 I. 6 ' & _ SEE NOTE 33. SEE A06.03 4 " AFF LP-A#30 ®A LP-A#36 LP-A#36 LP-A#34LP-A#36 LP-A#36 TS - 11 " AFF I (^ _LP-A#36 - - - - - - 0 DRAWING REFER TO I RAWING R CIRCUIT 1 116' AFF E-900 FOR CIRCUIT )N OF TILLS, THERWISE W Z x a 1 POWER PLAN - AREAS' DESIGNATION OF SCOS, UNLESS OTHERWISE VOTED. LP-A#32 ® (C) j/ 5 3#12&) 1#12 / (3 GND. IN 3/4"C. 2/30A I/ / 2/30A / (46,48) � / VAV-3 / 1&31 GNDIN C,! / / -7 / / 1 S E NOTE �23,& ,25. 0 mmj r 26137 �j p��•�{ �` ' s WELL BEING m ' 1 35 HDMI a y -1 13 LN'S ® � '/ l 118 N6-�' i 17 119 (COLLEAGUE) � � � 35 3 � � SEE A06.08 ❑ ,--1 r,r V0 '7Vj ' SEEA06.08 SEE EE A0606 RIDO ] 45 ili - i�l M�1 l�Ihd! hdl hdl 69 J 67� SE A06.0 (C)J J(C) J 13 (C • (C)j 45 MD 28 J J 17. J [J 7 1� M•al ICI 1®I h�117 1�r4 45 58 13CORRI. Z 30A CASH LO$BV 3#12�&6) 1 #12 PANTRY/RECHARGE INP 126 VAV-4 121 P GND. IN 3/4 C. SEE A06.10 COLLEAGUE CAFE SEE A06.1 (2KV1� (�) 120 �r i � s < IN- 1 15 b ♦ - SEE A06.09 3#12 & 1#12 GND. ❑ 31 � I 19 IN 3/4"C. IN IN - I (POWERED FROM 41 23 / 1 C 25� o � _ (C CU-4 ON ROOF.) #69 OPEN OFFICE / t U 1)Zj ADMIN AREA 0n F2/30A J� 1� ♦ 11 o fi! - -I OF C 51 53 47 q)E-- 0 � F � .g G VA -2 2 CP SEE A06.12 I I w}� Q{I GFCI • • GFC7 31� 2 �1�3 II 2 30A E 6. ❑❑ I A C-4 L_ , OPEN OFFI E / - NEW DISTRIBUTION i i MIN L KE &COAT j / J ID PANEL 'MDP-B'�1 125 I GAREA _#(50,52) NEW PANEL P M�, 2 1 3#12 & 1 # 12 • I CLEANER'S NEW FLOOR MOUNTED 710 E 06.11 GND. IN 3/4"C. COMPOUND 150 KVA TRANSFORMER 128 CAL R00 NEW TNO-SECTION FEFER TO DWG. E-901 SEE A06.14 127 PANEL 'R -A' FCIR CIRCUITING DETAILS. NEW DISTRIBUTION - PANEL 'MDP-A' ( ;iEEA06.13 14 NEW PANEL 'UPS' JEQUIPMENT ROOM 129 STOCK AREA NEW FLOOR MOUNTED 12 30KVA UPS _ - VM ROOM 10 MLP-A#8 S in „ o - REFER TO DWG. E-901 �96 AFF FOR CIRCUITING DETAILS. i 7 VAV-10 LP-A#32 ®(C) CCTV 108 SEE NOTES 8, 9 & 30., SEE A06.04 --LOCATION OF SECONDARY TABLET FOR FITTING ROOM 57 TAGGING SYSTEM. ® I� I 'REPROCESSING (C) t SEE NOTE 29. AREA 44 106 I I E A06.02 I I 44S)X J 40" AFF 44 �_)- J _-� - FITTING ROOMS C) 105 ®_P-A#25 btwru I T SEE A06.02 (P 107 SEE NOTE 32. SEE NOTES- SEE A06.04 23 & 24. LP-A#27 11' S" AFF ( (D)® LP-A#25 9 0II� p 1 0 DC \, O 3#12 & 1#12 GND. IN 3/4"C. 7 ' /30A \/ f EuP-1 9 )RRIDOR 110 E A06.04 V LAST MAN OUT SWITCH, 38" AFF. 3/30yA-� � 44 MDP-A#10 3#12 & 1#12 GND IN 3/4" C. MDP-A#11 [EXISTING DOCK LEVELER] COORDINATE EXACT LOCATION AND POWER REQUIREMENTS 3/3Gh WITH MANUFACTURER. I I #66 [DOCK LEVELER LIGHT] COORDINATE EXACT LOCATION AND POWER REQUIREMENTS WITH MANUFACTURER. 1, J 1 ❑, J EX #76-/ LP -A# 7 [GAS MONITOR SEE NOTE 17. SYSTEM] 4 LOADING DOCK 132 14 3/30A EUH-2 MDP-A#8 3#12 & 1#12 GND. IN 3/4"C. 0 0 0 12 3/30A d 0 d " #(38,40,42) 3#10 & 1#12 GND IN 3/4" C. 1 3/30A E_t {'0 Il MDP-A# 10 J 3#12 & 1#12 GND IN 3/4" C. CRAP VINE 3 . _ T E X "t S° CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. POWER NOTES: 1. ALL CIRCUITS SHALL BE CIRCUITED TO NEW TWO -SECTION PANEL 'RP -A', UNLESS OTHERWISE NOTED. 2. NUMBERS ADJACENT, OR POINTING TO, RECEPTACLE OUTLETS AND JUNCTION BOXES INDICATE CIRCUIT NUMBERS. CONTRACTOR SHALL PROVIDE AND INSTALL ALL WIRING, CONDUIT, JUNCTION BOXES, ETC. REQUIRED TO INTERCONNECT FIXTURES WITH THE SAME CIRCUIT NUMBERS AND TO COMPLETE THE CIRCUITING BACK TO ITS RESPECTIVE PANEL BOARD. 3. ALL WIRING MUST BE IN EMT CONDUIT. FLEXIBLE CONDUIT IS PERMITTED FOR FINAL CONNECTIONS ONLY. MC CABLE SHALL BE USED PENDING PRIMARK'S APPROVAL. 4. THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM, REGARDLESS OF CIRCUITING INDICATED. 5. PROVIDE & INSTALL 3/4" THICK, FIRE RATED, PLYWOOD BACKBOARD FOR TELEPHONE/AUDIO/SECURITY EQUIPMENT. COORDINATE EXACT LOCATION IN THE FIELD. 6. PROVIDE NEMA TYPE L5-15R RECEPTACLE FOR ALL UPS POWER OUTLETS. COORDINATE EXACT COLOR WITH ARCHITECT PRIOR TO ANY INSTALLATION. 7. GENERAL CONTRACTOR TO COORDINATE MILLWORK ELECTRICAL WHIP LOCATION AND CONNECTION WITHIN THE MILLWORK CABINETS WITH ARCHITECT/MILLWORKER PRIOR TO ANY INSTALLATION. 8. PROVIDE BELL SYSTEM PUSHBUTTON (MODEL: HONEYWELL RPW102A1OO1/A) AT FITTING ROOM AND CIRCUIT PARALLEL FOR THE FITTING ROOM NOTIFICATION BELL. COORDINATE EXACT LOCATION WITH ARCHITECT. 9. PROVIDE BELL SYSTEM TRANSFORMER (MODEL: EDWARDS 592). COORDINATE INSTALLATION WITH MILLWORK VENDOR. COORDINATE EXACT LOCATION WITH ARCHITECT. 10. PROVIDE POWER AND DATA FOR ERICC METERING SYSTEM. COORDINATE INSTALLATION WITH HVAC VENDOR. COORDINATE LOCATION WITH ARCHITECT. COORDINATE ALL REQUIREMENTS WITH MANUFACTURER. 11. PROVIDE JUNCTION BOX FOR ILLUMINATED SIGNAGE. PROVIDE LOCAL TOGGLE SWITCH FOR MAINTENANCE. COORDINATE EXACT LOCATION OF DRIVERS WITH ARCHITECT PRIOR TO ANY LOCATION. DRIVERS NEED TO BE READILY ACCESSIBLE AND VENTILATED. 12. PROVIDE NEMA 5-20 STRAIGHT PLUG QUAD RECEPTACLE. RECEPTACLE SHALL BE MOUNTED TO TOP RIGHT CORNER OF TELECOM RACK. COORDINATE INSTALLATION WITH TELECOM CONTRACTOR. 13. PROVIDE BACK BOX AND CONDUIT FOR ALL SECURITY DEVICES. COORDINATE INSTALLATION WITH SECURITY VENDOR AND SECURITY DRAWINGS. COORDINATE EXACT LOCATION WITH ARCHITECT. 14. SHOW WINDOW RECEPTACLES TO BE MOUNTED WITHIN 18" OF THE TOP OF THE WINDOW. RECEPTACLES TO BE WHITE, VERIFY COLOR WITH ARCHITECT. COORDINATE EXACT LOCATION WITH ARCHITECT. 15. RECEPTACLE TO POWER CAMERA/MONITORS. COORDINATE EXACT LOCATION/ REQUIREMENTS WITH ARCHITECT/SECURITY VENDOR PRIOR TO ANY INSTALLATIONS. 16. PROVIDE MATCHING "LEVITON DECORA SERIES" TYPE COVER PLATES, RECEPTACLES AND RELATED ITEMS, COLOR: WHITE, UNLESS OTHERWISE NOTED. PROVIDE ALL DEVICES UNDER A COMMON FACEPLATE, UNLESS OTHERWISE NOTED. 17. EXISTING (UNLESS OTHERWISE NOTED) J-BOX AND 3/4" CONDUIT WITH PULLWIRE FOR EXTERIOR SIGNAGE. VERIFY EXACT LOCATION IN FIELD. PROVIDE ALL NECESSARY CABLE ROUTES TO THIS SIGN LOCATION. 18. PROVIDE NEMA L5-2OR RECEPTACLE FOR SECURITY RACK. COORDINATE INSTALLATION AND LOCATION WITH SECURITY CONTRACTOR. 19. PROVIDE POWER FOR MANTRAP AND MAG LOCKS CONTROLLER. COORDINATE INSTALLATION WITH SECURITY CONTRACTOR. 20. COORDINATE EXACT DIMENSIONS AND HEIGHTS OF ALL DEVICES WITH ARCHITECT PRIOR TO ANY INSTALLATION. 21. COORDINATE EXACT INSTALLATION DETAILS WITH SECURITY VENDOR PRIOR TO ANY INSTALLATION. PROVIDE POWER RECEPTACLES IF NECESSARY. 22. PROVIDE AND INSTALL ALL LOW VOLTAGE DEVICES AND COORDINATE FINAL LOCATIONS WITH ARCHITECT AND RESPECTIVE LOW VOLTAGE VENDORS. PROVIDE AND INSTALL AN ELECTRICAL BACK -BOX WITH 3/4" STUB -UP FOR EACH DEVICE. COORDINATE WITH ARCHITECTURAL RESPONSIBILITY MATRIX FOR LOW VOLTAGE WIRING SCOPE OF WORK. 23. PROVIDE 3/4" CONDUIT TRENCHED IN FLOOR FOR POWER AS SHOWN. COORDINATE EXACT ROUTING WITH ARCHITECT PRIOR TO ANY INSTALLATION. RUN SEPARATE FROM LOW VOLTAGE CONDUIT. 24. PROVIDE 1 " CONDUIT TRENCHED IN FLOOR FOR LOW VOLTAGE WIRING AS SHOWN. COORDINATE EXACT ROUTING WITH ARCHITECT PRIOR TO ANY INSTALLATION. RUN SEPARATE FROM LINE VOLTAGE CONDUIT 25. PROVIDE 4" CONDUIT TRENCHED IN FLOOR FOR LOW VOLTAGE WIRING AS SHOWN. COORDINATE EXACT ROUTING WITH ARCHITECT PRIOR TO ANY INSTALLATION. RUN SEPARATE FROM LINE VOLTAGE CONDUIT. 26.PROVIDE NEMA TYPE 5-20 STRAIGHT PLUG QUAD RECEPTACLE AT CASH OFFICE. COORDINATE EXACT LOCATION AND MOUNTING HEIGHT WITH ARCHITECT AND DATA VENDOR PRIOR TO ANY INSTALLATION. 27. PROVIDE 2" CONDUIT TRENCHED IN FLOOR FOR LOW VOLTAGE WIRING AS SHOWN. COORDINATE EXACT ROUTING WITH ARCHITECT PRIOR TO ANY INSTALLATION. RUN SEPARATE FROM LINE VOLTAGE CONDUIT. 28. PROVIDE 1 " CONDUIT TRENCHED IN FLOOR FOR POWER AS SHOWN. COORDINATE EXACT ROUTING WITH ARCHITECT PRIOR TO ANY INSTALLATION. RUN SEPARATE FROM LOW VOLTAGE CONDUIT. 29. TAGGING SYSTEM ROUTER ®CEILING. SEE FITTING ROOM TAGGING SYSTEM WIRING DIAGRAM ON DWG. E-901 FOR FURTHER DETAILS. 30. LOCATION OF PRIMARY TABLET FOR FITTING ROOM TAGGING SYSTEM. 31. PROVIDE PLUGMOLD FOR POWER AND DATA. COORDINATE EXACT MODEL AND INSTALLATION DETAILS WITH ARCHITECT PRIOR TO ANY INSTALLATION. 32. PROVIDE SWITCH FOR TAGGING SYSTEM POWER FOR RESETTING CAPABILITIES. COORDINATE EXACT LOCATION WITH ARCHITECT AND OWNER PRIOR TO ANY INSTALLATION. 33. PROVIDE 1 " CONDUIT TRENCHED IN FLOOR FOR POWER AS SHOWN. COORDINATE EXACT ROUTING WITH ARCHITECT PRIOR TO ANY INSTALLATION. RUN SEPARATE FROM LOW VOLTAGE CONDUIT. 34. PROVIDE 2" CONDUIT TRENCHED IN FLOOR FOR LOW VOLTAGE WIRING AS SHOWN. COORDINATE EXACT ROUTING WITH ARCHITECT PRIOR TO ANY INSTALLATION. RUN SEPARATE FROM LINE VOLTAGE CONDUIT. 35.CONTRACTOR TO PROVIDE LOW VOLTAGE TRANSFORMER TO POWER VAV BOXES. COORDINATE EXACT DETAILS WITH MECHANICAL CONTRACTOR PRIOR TO ANY INSTALLATION. KEY NOTES XX : 701 COLUMN TO HAVE RECEPTACLES MOUNTED AT 18" AFF (ONLY AT INDICATED LOCATIONS) & AT 10'-9" AFF ON SAME FACE OF COLUMN. PLACE RECEPTACLES ON CENTER OF COLUMN LINE. 703 CASHWRAP TILL CABLING TO BE RUN THROUGH CASHWRAP ENDS. ALL CABLING WILL BE TRUNKED WITHIN THE MILLWORK, 704 PROVIDE POWER FOR SIGNAGE. COORDINATE POWER REQUIREMENTS WITH SIGNAGE VENDOR AND LANDLORD FOR LOCATION OF J-BOX WITH PULL STRING AND BLOCKING LOCATIONS. 720 PROVIDE FLUSH FLOOR -MOUNTED JUNCTION BOX FOR ADA PUSH BUTTON BOLLARDS IN THIS AREA. 735 CONDUIT WITHIN TRENCHED FLOOR. 736 ALL SCORPION CABLING ASSOCIATED WITH THE REQUIRED P&C WILL BE TRUNKED WITHIN THE MILLWORK'S BASE. PROVIDE (2) 2" CONDUITS TO THIS SPECIFIED LOCATION VIA; WITHIN WALL/COLUMNS, & TRENCH. REFER TO TELECOM DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. 737 PROVIDE POWER FOR TELEPHONE SYSTEM, MOUNT TO 40" AFF. 738 PROVIDE POWER FOR SECONDARY TAGGING SYSTEM (POWER AND DATA). 739 PROVIDE POWER TO WANZL GATE WITH 3/4" STUB -UP CONDUIT. 740 QUAD ELECTRICAL BOX TO BE LOCATED INSIDE SCO FIXTURES ON SHELF. PROJECT TRUE NORTH NORTH Rosini Engineering, PC 24-02 40th Avenue Long Island City, NY 11101 T: (212)904-0422 F:(212)575-0718 NELSON Nelco Architecture, Inc. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone:(513) 241-3000 WWW.NELSONWORLDWIDE.COM PRI MARK PROJECT EXECUTIVE ROBERT MARKIEWICZ CONSTRUCTION PRO)ECT EXECUTIVE RMARKIEWICZ@PRIMARK.COM PROJECT MANAGER DH MANAGEMENT SERVICES, LLC KETTH DAVIS PRINCIPAL KEITHDAVIS@DHMANAGEMENTSERVICES.COM MEP ENGINEERS ROSINI ENGINEERING, PC YANNY MEJIA 2"2 40TH AVENUE YMFJIA@ROSINI ENGINEERING.COM TDLR CONSULTANT BE COMPLIANT INSPECTIONS LLC BETH COOKE RAS 1317 MIDLOTHIAN,TX 76065 ARCHITECT NELSON W. SCOTT WINGER, AIA NELSON CONTACT: 470 PAS, 7S GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 Issue: No: Date: LL/OWNER REVIEW SET 01/08/2025 ISSUE FOR CONSTRUCTION 02/17/2025 BULLETIN #1 2 05/02/2025 BULLETIN #2 3 07/03/2025 RESPONSE TO REVISION #2 4 09/26/2025 KEY PLAN: A POWER PLAN AREA B PROFESSIONAL ENGINEER: DAVID ROSINI PE # 117697 Proj #: 22252 Reviewed By: E-401 BID ISSUE / PERMIT NELSON CONNECT TO BASE —BUILDING — FIRE ALARM SYSTEM FOR TROUBLE AND SIGNAL. r U 1 #10 GRD-3/4"C TO MAIN BLDG. GROUND EXISTING TENANT FACP s S �N S �N I N RAoo TS E WFE , [E]N ElN ElN ElN ElN , FIRE ALARM ONE LINE RISER DIAGR9M SCALE: N.T.S. PROVIDE CONNECTION TO CENTRAL/SUPERVISING STATION VIA TELEPHONE LINE. COORDINATE WITH PRIMARK SECURITY VENDOR. 4 RELOCATE 0 COMMS ROOM (109). EXACT LOCATION WITH ARCHITECT PRIOR TO ANY INSTALLATION. LOCATE IN CCTV ROOM (108). COORDINATE EXACT LOCATION WITH RESPECTIVE VENDORS PRIOR TO ANY INSTALLATION. F — — — — — — _T E ® [R] Q I 7 DOOR DOOR SECURITY MUSIC SCO GATE LOCKS RELEASE SYSTEM SHUTDOWN II RELAY --—--�J O N ON ON ON ON ON N QD D IDD D D D tN N N N N N N F RF RF RF RF RF RF RTU-1 RTU-2 RTU-3 RTU-4 RTU-5 RTU-6 RTU-7 (©RETURN) (@RETURN) (@RETURN) (@RETURN) (@RETURN) (@RETURN) (©RETURN) NEW WIRING/EQUIPMENT TO BE FURNISHED AND INSTALLED. Cl3:ZOl� 11=W-0Z0]:i RISER NOTES: 1. CONTRACTOR TO PROVIDE NEW FIRE ALARM SYSTEM, INCLUDING BUT NOT LIMITED TO, NEW FIRE ALARM CONTROL PANEL, REQUIRED POWER BOOSTERS/MODULES, ALL NOTIFICATION AND INITIATING DEVICES, ALONG WITH ALL WIRING/CONDUIT. NEW FIRE ALARM SYSTEM SHALL BE DEFINED AS PER 2021 INTERNATIONAL BUILDING CODE. ALL DEVICES ARE NEW TO BE ALL DEVICES ARE NEW TO BE INSTALLED, UNLESS OTHERWISE NOTED. 2. COORDINATE EXACT QUANTITY OF DEVICES AND LOCATION WITH PLAN DRAWINGS. 3. ALL SYSTEM WIRING, EQUIPMENT INSTALLATION AND SEQUENCE OF OPERATION SHALL BE IN ACCORDANCE WITH LOCAL. BUILDING CODE AND LOCAL. FIRE DEPARTMENT REQUIREMENTS. 4. CONFIRM WIRING TYPE AND QUANTITY WITH FIRE ALARM SYSTEM MANUFACTURER/VENDOR. 5. AFTER THE SYSTEM IS COMPLETE, TEST ALL COMPONENTS IN ACCORDANCE WITH SEQUENCE OF OPERATION PRIOR TO FIRE DEPARTMENT INSPECTION. 6. CONTRACTOR SHALL SUBMIT FIRE ALARM SYSTEM SHOP DRAWINGS AND WIRING DIAGRAM FOR APPROVAL. 7. ALL WORK SHALL BE SUBJECT TO APPROVAL AND INSPECTION OF GRAPEVINE FIRE DEPARTMENT. CONTRACTOR SHALL PAY ALL INSPECTION FEES. 8. CONTRACTOR TO VERIFY WITH MALL FIRE ALARM VENDOR IF ANY ADDITIONAL PANELS (EG. BOOSTER PANELS) ARE REQUIRED TO ACCOMMODATE DEVICES. 9. NEW SYSTEM SHALL TIE IN TO MALL BASE —BUILDING SYSTEM. SPRINKLER SHALL BE COORDINATED ALIKE. 10. PROVIDE RELAY MODULE(S) AND REQUIRED CABLE TO RELEASE DOOR LOCKS UPON AUTOMATIC INITIATION OF ALARM. COORDINATE TIE—IN WITH SECURITY VENDOR. (TYP OF ALL FLOORS) 11. CONTRACTOR TO REVIEW WITH MALL BASE —BUILDING FIRE ALARM VENDOR FOR TIE INTO MALL SYSTEM. 12. ALL WIRING TO BE CLASS B NOTIFICATION APPLIANCE CIRCUITS, INITIATING DEVICE CIRCUITS, AND SIGNALING LINE CIRCUITS. 13. AUTOMATIC FIRE ALARM SYSTEM SHALL TRANSMIT THE SUPERVISORY AND TROUBLE SIGNALS TO AN APPROVED SUPERVISING STATION. Rosini Engineering, PC 24-02 40th Avenue Long Island City, NY 11101 T: (212)904-0422 F:(212)575-0718 Nelco Architecture, Inc. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone:(513) 241-3000 WWW.NELSONWORLDWIDE.COM PRI MARK PROJECT EXECUTIVE ROBERT MARKIEWICZ CONSTRUCTION PROJECT EXECUTIVE RMARKIEWICZ@PRIMARK.COM PROJECT MANAGER DH MANAGEMENT SERVICES, LLC KEITH DAVIS PRINCIPAL KEITHDAVIS@DHMANAGEMENTSERVICES.COM MEP ENGINEERS ROSINI ENGINEERING, PC YANNY MEJIA 24-02 40TH AVENUE YMFJIA@ROSINI ENGINEERING.COM TDLR CONSULTANT BE COMPLIANT INSPECTIONS LLC BETH COOKE RAS 1317 MIDLOTHIAN,TX 76065 ARCHITECT NELSON W. SCOTT WINGER, AIA NELSON CONTACT: 470 PAS, 7S I WIN i I I M131 NO 111111 70L GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 Issue: No: Date: LL/OWNER REVIEW SET 01/08/2025 ISSUE FOR CONSTRUCTION 02/17/2025 BULLETIN #1 2 05/02/2025 BULLETIN #2 3 07/03/2025 RESPONSE TO REVISION #2 4 09/26/2025 KEY PLAN: FIRE ALARM RISER DIAGRAM APPROVED BY OTHERS EeF T X'11 00 Irf .1 • ' ��� SvlC3NA��`��-e'• PROFESSIONAL ENGINEER: DAVID ROSINI PE # 117697 Proj #: 22252 Reviewed By: FA-101 BID ISSUE / PERMIT NELSON >4 V t9 xly w O - p w � w w O = ro w ¢ �n Z T O Q m U w Z go w T w T a CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/31 /2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. :ETAIL AREA 101 F_114ME@]:II_1 \ cc]*111111 R&A d 1 =w_1 ;2;j:Z61Tj =1 III W Z V la IE U C m 'a � O N �y a a a a p, CASHWRAP 103 SEE A06.03 I I I I 1 FIRE ALARM PLAN - AREA'B' La �pN F RTU-4 (®RETURN) �-C 9RN ATI F ❑ (®RETURN) PROVIDE AND INSTALL CONTACT RELAY AND WIRING FOR FIRE ALARM CONNECTION TO SCO GATE. 1 I--�--� �� 1-1 11 11 111 1 1 1 11 IT N �} u u u u u u u SCO i u u I u u I u GATE '. SELF CHECKOUT �N 104 P SEE A06.03 PRCIING AREA 106 E A06.02 zN El N Z 1p F_ L� n SEE NOTE 7. (TYP OF FRONT OF HOUSE HORN/STROBES)N P C COORDINATE FINAL LOCATION IN FIELD WITH ARCHITECT/FA VENDOR PRIOR TO ANY INSTALLATION. C vp FITTING ROOMS rN 105 SEE A06.02 COMJ�ROOM FR FIRE ALARM NOTES: 1. ALL FIRE ALARM DEVICES SHOWN ARE NEW, U.O.N. PROVIDE & INSTALL DEVICES AS PER PLAN WITH COORDINATION FROM THE MALL'S FA VENDOR, LANDLORD & ARCHITECT. 2. PROVIDE & INSTALL NEW RELAY DEVICE FOR HVAC SHUT -DOWN. COORDINATE EXACT QUANTITY & LOCATION WITH HVAC CONTRACTOR & HVAC DRAWINGS. RELAYS SHALL BE TIED BACK INTO NEW FIRE ALARM SYSTEM. 3. ALL CONDUIT ON EXPOSED CEILING SHALL BE IN EMT. 4. ALIGN STROBE LIGHT WITH VACANCY SENSOR. CONFIRM EXACT LOCATION WITH ARCHITECT PRIOR TO ANY INSTALLATION. 5. ALL WALL/CEILING MOUNTED HORN/STROBE DEVICES NOT SHOWN ON PLAN SHALL BE DISCONNECTED AND REMOVED. 6. APPROVED PROTECTIVE CLEAR PLASTIC COVER TO BE INSTALLED OVER ALL FIRE ALARM MANUAL PULL STATIONS. FIRE ALARM VENDOR TO REVIEW IF ACCEPTABLE BY LOCAL FIRE DEPARTMENT. 7. TOP OF FIRE ALARM DEVICES IN FRONT OF HOUSE SALES AREA TO BE MOUNTED AS TO ALIGN TO THE BOTTOM OF LIGHTING TRACK FIXTURES. DEVICES SHALL BE CENTERED IN BETWEEN THE LIGHT TRACKS. COORDINATE WITH ARCHITECTURAL PLANS AND WITH ARCHITECT PRIOR TO ANY INSTALLATION. MI:N'S CUSTOMER WOMEN'S WOMEN'S RESTROOM _ CUSTOMER RESTROOM __MEETING ROOM 112 RESTROOM (COLLEAGUE) 116 SEE A06.05 113 115 SEE A06.07 SEE A06.05 SEE A06.06 Li U ICI I I WELL BEING WI ® NLN"\SltL-...----• • 118 ON N 119 (COLLEAGUE11 �� SEE A06.08 O 0 N I SEE A06.08 CTEA06.0 RIDOR SEEA06.06 ��\ L _ i N Lj �� S®N _ TN �� e _ �N I90RRIDOR CASH LOBBY 126 121 PANTRY/RECHARGE SEE NOTE 6. SEE A06.15 SEE A06.10 COLLEAGUE CAFE (TYP OF PULL r , [- -�I - ---- 120 STATIONS1 I I SEE A06.09 N o F� d ] OPEN OFFICE / U � RTU-6 LU � a - i 1o1"Iot 141mm ADMIN AREA (®RETURNIl a - 125 f GIN CASH OFFICE � r SEE A06.12I - n A SEE A06.10� n FIE] 10P WEN OFFICE /L-1 / WMIN A LOKE8, COAT O o-� 5 HIA❑ SEE A06. 2 1 QN E ►06.11 N [- s LEI. CAL ROOT - 127 [ - - >EE A06.13 ] [ _ ON QS N ON ROOM N 129 1p STOCK AREA N DN - 4P IF - RTU-7 - OM (®RETUR�)_ 130 o - - - ,I - o CCTV 108 SEE A06.04 N ON § CORRIDOR II � 110 SEE A06.04 'DN O 77 SECURITY 107 SEE A06.04 - �N 7- Ifj COORDINATE EXACT LOCATION _ WITH RESPECTIVE VENDORS PRIOR TO ANY INSTALLATION. ®N ®N LOADING DOCK MUSIC :CUP4TY I 132 I SHUTDOWN ILL i I aN ®q I DOOR 70 R RELEASE 1.0 KS - - - --J I I I I I b 0 ' V a 0 0 ERUO "d EJ ET® / '\ -- C 0 �] 91 1 W "] of I Ll a1 ❑ ❑ CLEANER'S COMPOUND 1zs SEE A06.14 AN -EXISTING FACP TO BE RELOCATED TO COMMS ROOM (109). COORDINATE EXACT LOCATION IN FIELD. EXTEND FEEDERS/CONDUIT AS NECESSARY. PROJECT TRUE NORTH NORTH Rosini Engineering, PC 24-02 40th Avenue Long Island City, NY 11101 T: (212)904-0422 F:(212)575-0718 Nelco Architecture, Inc. 201 E Fourth Street Suite 1700 Cincinnati, OH 45202 Phone:(513) 241-3000 WWW.NELSONWORLDWIDE.COM PRI MARK PROJECT EXECUTIVE ROBERT MARKIEWICZ CONSTRUCTION PROJECT EXECUTIVE RMARKIEWICZ@PRIMARK.COM PROJECT MANAGER DH MANAGEMENT SERVICES, LLC KEITH DAVIS PRINCIPAL KEITHDAVIS@[XiKWGEMENTRRVICES.COM MEP ENGINEERS ROSINI ENGINEERING, PC YANNY MEJIA 24-02 40TH AVENUE YMFJIA@ROSINI ENGINEERING.COM TDLR CONSULTANT BE COMPLIANT INSPECTIONS LLC BETH COOKE RAS 1317 MIDLOTHIAN,TX 76065 ARCHITECT NELSON W.SCOTT WINGER, AIA NELSON CONTACT: 470 PAS, 7S GRAPEVINE MILLS 3000 GRAPEVINE MILLS PARKWAY SUITE#343A GRAPEVINE, TX 76051 Issue: No: Date: LL/OWNER REVIEW SET 01/08/2025 ISSUE FOR CONSTRUCTION 02/17/2025 BULLETIN #1 2 05/02/2025 BULLETIN #2 3 07/03/2025 RESPONSE TO REVISION #2 4 09/26/2025 FIRE ALARM PLAN AREA B APPROVED BY OTHERS PROFESSIONAL ENGINEER: DAVID ROSINI PE # 117697 Proj #: 22252 Reviewed By: FA-201 BID ISSUE / PERMIT