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HomeMy WebLinkAboutCLE202300044 Application 2023-03-24 (2)I C_�\ 0 2 111 Li\i r or j 0 �2)g I in ID k gb)bol�j GENERAL PROJECT NOTES I. THE CONTRACT DOCUMENTS CONSIST OF THE FOLLOWING: A. ARCHITECTURAL DRAWINGS B. STRUCTURAL DRAWINGS C. M/P/E DRAWINGS D. EQUIPMENT MANUAL E. PROJECT MANUAL 2. ALL WORK SHOWN IN THESE DRAWINGS SHALL BE PERFORMED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. 3. THE CONTRACTOR SHALL USE ONLY EXPERIENCED CRAFTSMAN SKILLED IN THE DUTIES WHICH THEY ARE TO PERFORM ON THIS PROJECT. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED TRADE PERMITS PRIOR TO CONSTRUCTION. 5. THE GENERAL CONTRACTOR SHALL VERIFY ALL PERMITS HAVE BEEN APPROVED BY APPROPRIATE AGENCIES PRIOR TO START OF CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEMS SHALL NOT BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY DOCUMENTATION FROM ALL OF THE PERMITTING AND REGULATORY AUTHORITIES. FAILURE OF THE CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE WORK MANDATED BY AN REGULATORY AUTHORITY. 6. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AS HOLDER OF PERMITS TO NOTIFY THE BUILDING OFFICIAL WHEN WORK IS READY FOR INSPECTION. REQUESTS SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF GOVERNING JURISDICTION. INSPECTORS SHALL HAVE COMPLETE ACCESS TO ALL WORK. RECORDS OF INSPECTIONS SHALL BE MAINTAINED ON THE JOB SITE IN ACCORDANCE WITH REQUIREMENTS AND FORMAT OF GOVERNING JURISDICTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES REQUIRED BY INSPECTIONS, EXCEPT FOR INSPECTIONS MADE BY OWNER OR IT'S AGENTS. 7. THESE DRAWINGS ARE NOT TO BE ALTERED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. 8. NO CHANGES OR MODIFICATIONS TO THE WORK SHALL BE MADE WITHOUT APPROVAL OF OWNER / ARCHITECT. FAILURE TO OBTAIN APPROVAL SHALL CAUSE THE CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATIONS OF THE WORK REQUIRED BY THE OWNER OR ANY REGULATORY AUTHORITY. 9. THE CONTRACT DOCUMENTS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THE CONTRACT DOCUMENTS SHALL NOT BE USED BY OWNER OR TENANT FOR OTHER PROJECTS OR EXTENSIONS TO THE PROJECT NOR ARE THEY TO BE MODIFIED IN ANY MANNER WHATSOEVER EXCEPT BY AGREEMENT IN WRITING WITH THE APPROPRIATE COMPENSATION TO THE ARCHITECT. 10. THE GENERAL CONTRACTOR SHALL CONTACT CLIENT, OR THE ARCHITECT OF RECORD, REGARDING ALL QUESTIONS OR DISCREPANCIES. COMMUNICATION WITH THE ARCHITECT'S CONSULTANTS, OR REGULATORY AGENCIES SHALL NOT BE CONSIDERED VALID AND ANY CHANGES IN WORK, ADDITIONAL COSTS, APPROVALS, OR NON APPROVALS DUE TO SUCH COMMUNICATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY. SHOULD ADDITIONAL ENGINEERING OR INVESTIGATIVE WORK BE REQUIRED DUE TO SITE OR ENVIRONMENTAL CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. ENGINEERING SERVICES REQUIRED FOR CHANGES OR MODIFICATIONS IN THESE DOCUMENTS SHALL BE SECURED BY OWNER 11. GENERAL CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION DOCUMENTS TO ALL SUBCONTRACTORS. ALL CROSS-REFERENCING SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 12. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION BETWEEN SUB -CONTRACTORS, SUPPLIERS, AND VENDORS BASED ON THE ENTIRE SET OF DOCUMENTS. NO ADDITIONAL COMPENSATION WILL BE DUE TO A CONTRACTOR FOR ISSUES RESULTING FROM THE USE OF AN INCOMPLETE SET OF CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IN WRITING OF INCONSISTENCIES OR DISCREPANCIES BETWEEN CONTRACT DOCUMENTS, DRAWINGS, SPECIFICATIONS, ETC., 13. THESE CONSTRUCTION DOCUMENTS ARE NOT TO BE SCALED. SHOULD IT BE DETERMINED A DIMENSION IS NOT SPECIFICALLY PROVIDED, CONTACT THE ARCHITECT. 14. DIMENSIONS NOTED ON DRAWINGS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. DETAIL DRAWINGS TAKE PRECEDENCE OVER DRAWINGS ON A SMALLER SCALE. SHOULD THE CONTRACTOR AT ANY TIME DISCOVER AN ERROR IN A DRAWING OR SPECIFICATION, OR DISCREPANCY OR VARIATION BETWEEN DIMENSIONS OR OTHER INFORMATION, HE SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL CLARIFICATION HAS BEEN MADE. 15. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FULLY EXAMINE AND BECOME FAMILIAR WITH THE SITE BEFORE s COMMENCING THE WORK. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS WELL AS VERIFY THE CONDITIONS AND NATURE OF THE CONSTRUCTION, MATERIALS, AND AVAILABLE UTILITIES AND STRUCTURAL ELEMENTS AND TO NOTIFY THE ARCHITECT IN WRITING OF ANY AND ALL DISCREPANCIES BETWEEN THE SAID EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS. IT SHALL BE THE JOINT RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS AND SUPPLIERS OF MATERIALS TO SECURE ALL NECESSARY ADAPTATIONS TO SAME AS REQUIRED FOR THEIR RESPECTIVE WORK PRIOR TO ORDERING, FABRICATION, OR INSTALLATION OF ANY MATERIALS, EQUIPMENT, OR COMPONENTS WHICH ARE TO BE INTEGRATED INTO THE WORK OF THIS PROJECT. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. CLARIFICATIONS REGARDING ANY CONFLICTS SHALL BE APPROVED PRIOR TO RELATED WORK BEING STARTED. THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF ANY DEFICIENCIES IN BASE BUILDING WORK PRIOR TO THE COMMENCEMENT OF THIS WORK. ANY UNREPORTED DEFICIENCIES WILL BECOME THE RESPONSIBILITY OF THE CONTRACTOR TO CORRECT. 17. CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, PLUMBING AND SPRINKLER EQUIPMENT (TO INCLUDE ALL PIPING, DUCT -WORK AND CONDUIT) AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF THE ABOVE EQUIPMENT ARE PROVIDED. ELEMENTS TO BE EXPOSED OR CONCEALED SHALL BE DETERMINED AND REVIEWED WITH THE e R r 160 RIVERBEND DRIVE DRAWING SYMBOL LEGEND DETAIL NUMBER DETAIL CHARLOTTESVILLE, VA SHEET NUMBER REFERENCE TAG DRAWN ON DETAIL NUMBER EXTERIOR STORE # 362637 ELEVATION SHEET NUMBER REFERENCE/ DRAWN ON WALL SECTION FLAVOR PALETTE ■ COOL WALL IDENTIFICATION INTERIOR DETAIL NUMBER ELEVATION ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION. 18. THE WORK WILL CONFORM WITH THE REQUIREMENTS OF ALL AGENCIES HAVING JURISDICTION. 19. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, AMENDMENTS, RULES REGULATIONS, ORDINANCES, LAWS, ORDERS, APPROVALS, ETC. THAT ARE REQUIRED BY PUBLIC AUTHORITIES. IN THE EVENT OF CONFLICT, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. REQUIREMENTS INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO THE CURRENTLY APPLICABLE EDITIONS OR PUBLICATIONS OF THE FOLLOWING: A. NATIONAL FIRE PROTECTION ASSOCIATION B. AMERICAN NATIONAL STANDARDS INSTITUTE C. LOCAL BUILDING & FIRE CODES AND REQUIREMENTS 20. INSTALL ALL WORK WITH APPROVED FASTENERS, AS REQUIRED TO HOLD WORK SECURE LEVEL PLUMB AND TRUE TO LINE. FASTENERS TO BE SET BELOW THE FINISHED SURFACES, FILL HOLES WITH WOOD PUTTY OR OTHER APPROVED MATERIAL. SAND FLUSH WITH SURFACE SO AS TO BE UNDETECTABLE IN THE FINISH. BLIND NAIL WHENEVER POSSIBLE. ROUND ALL EXPOSED EDGES OF ASSEMBLY TO 1/8" RADIUS. 21. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL SPACE AND TRUE, AND IN PROPER ALIGNMENT. 22. CUT AND FIT COMPONENTS FOR ALTERATIONS OF EXISTING WORK AND INSTALLATION OF NEW WORK. PATCH DISTURBED AREAS TO MATCH ADJACENT MATERIALS AND FINISHES. 23. PATCH AND REPAIR ALL FIREPROOFING DAMAGED OR REMOVED DURING PERFORMANCE OF THE WORK. FIREPROOF NEW PENETRATIONS REQUIRED BY THE WORK. 24. COORDINATE AND PROVIDE BLOCKING/BACKING IN PARTITIONS BEHIND ALL WALL MOUNTED MILLWORK, SHELVING, AND STANDARDS. 25. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE CONSTRUCTION WITH OWNER FURNISHED ITEMS. CONTRACTOR SHALL PROVIDE NECESSARY PROTECTION OF OWNER ITEMS. 26. CONTRACTOR IS RESPONSIBLE FOR AND SHALL PROVIDE PROTECTION FOR ANY EXISTING FINISHES INCLUDING ELEVATORS, LOBBIES AND CORRIDORS OF THE BASE BUILDING. ANY REPAIR TO EXISTING AREAS ARE NOT PART OF THIS PROJECT OR CONTRACT UNLESS NOTED. 27. CONTRACTOR SHALL FOLLOW MANUFACTURER'S RECOMMENDED SPECIFICATIONS AND INSTALLATION PROCEDURES. IF THESE ARE CONTRARY TO THE CONTRACT DOCUMENTS, CONTRACTOR SHALL NOTIFY THE ARCHITECT, IN WRITING IMMEDIATELY TO RESOLVE DISCREPANCIES PRIOR TO PROCEEDING. 28. EXERCISE EXTREME CARE AND PRECAUTION DURING CONSTRUCTION OF THE WORK TO MINIMIZE DISTURBANCES TO ADJACENT TENANTS AND THEIR OCCUPANTS, PROPERTY, PUBLIC THOROUGHFARES, ETC. CONTRACTOR SHALL TAKE PRECAUTIONS AND BE RESPONSIBLE FOR THE SAFETY OF ALL BUILDING OCCUPANTS FROM CONSTRUCTION PROCEDURES. 29. THE CONTRACTOR SHALL TAKE ALL REASONABLE CONTROL AND PRECAUTION TO ELIMINATE DUST, NOISE, ODOR NUISANCE AND THE LIKE TO THE PREMISES AND THE OCCUPANCY. 30. THE FINISHED WORK SHALL BE FIRM WELL ANCHORED, IN TRUE ALIGNMENT, PLUMB, LEVEL, WITH SMOOTH, CLEAN, UNIFORM APPEARANCE WITHOUT WAVES, DISTORTIONS, HOLES, MARKS, CRACKS, STAINS, OR DISCOLORATION. JOINTS SHALL BE CLOSE FITTING NEAT AND WELL SCRIBED. THE FINISH SHALL NOT PRESENT HAZARDOUS CONDITIONS OR UNSAFE CORNERS. ALL WORK SHALL HAVE THE PROVISION FOR EXPANSION, CONTRACTION, AND SHRINKAGE AS NECESSARY TO PREVENT CRACK, BUCKLING AND WARPING DUE TO TEMPERATURE AND HUMIDITY CONTACT THE ARCHITECT FOR RESOLUTION BEFORE PROCEEDING. 31. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE DIMENSIONS AND ELEVATIONS AT THE SITE. THE CONTRACTOR AND SUB -CONTRACTORS SHALL COORDINATE THE LAYOUT AND EXACT LOCATION OF ALL PARTITIONS, DOORS, ELECTRICAL/TELEPHONE OUTLETS, LIGHT SWITCHES AND THERMOSTATS WITH THE OWNER & THE ARCHITECT IN THE FIELD 32. THE CONTRACTOR SHALL COORDINATE ARCHITECTURAL AND STRUCTURAL CLEARANCES FOR ACCESSIBILITY OF MILLWORK, EQUIPMENT AND MECHANICAL AND ELECTRICAL SYSTEMS. NO ALLOWANCE OF ANY KIND WILL BE MADE FOR THE CONTRACTOR'S NEGLIGENCE TO FORESEE MEANS OF INSTALLING EQUIPMENT INTO POSITION INSIDE STRUCTURES. 33. NO WORK DEFECTIVE IN CONSTRUCTION OR QUALITY OR DEFICIENT IN ANY REQUIREMENTS OF DRAWINGS AND/OR SPECIFICATIONS WILL BE ACCEPTABLE IN CONSEQUENCE OF OWNER'S OR THE ARCHITECTS FAILURE TO DISCOVER OR TO POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN REQUIRED TIME GUARANTEES SHALL BE REPLACED BY WORK CONFORMING WITH INTENT OF CONTRACT. NO PAYMENT WHETHER PARTIAL OR FINAL, SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. 34. MATERIALS AND WORKMANSHIP SPECIFIED BY THE REFERENCE TO NUMBER SYMBOL, TO TITLE OF A SPECIFICATION SUCH AS COMMERCIAL STANDARDS, FEDERAL SPECIFICATION, TRADE ASSOCIATION STANDARD, OR OTHER SIMILAR STANDARD, SHALL COMPLY WITH REQUIREMENTS IN LATEST EDITION OR REVISION THEREOF AND WITH ANY AMENDMENT OR SUPPLEMENT THERETO IN EFFECT ON DATE OF ORIGIN OF THIS PROJECT'S CONTRACT DOCUMENTS. SUCH STANDARD, EXCEPT AS MODIFIED HEREIN, SHALL HAVE FULL FORCE AND EFFECTS AS THOUGH PRINTED IN CONTRACT DOCUMENTS. 35. CONTRACTOR SHALL WAIVE 'COMMON PRACTICE" AND "COMMON USAGE' AS CONSTRUCTION CRITERIA WHEREVER DETAILS AND CONTRACT DOCUMENTS OF GOVERNING CODES, ORDINANCES, ETC. REQUIRE GREATER QUANTITY OR BETTER QUALITY THAN COMMON PRACTICE OR COMMON USAGE WOULD REQUIRE. 36. CONTRACTOR SHALL ORDER AND SCHEDULE DELIVERY OF MATERIALS IN AMPLE TIME TO AVOID DELAYS IN CONSTRUCTION. IF AN ITEM IS FOUND TO BE UNAVAILABLE, CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY TO ALLOW THE ARCHITECT A REASONABLE AMOUNT OF TIME TO SELECT A SUITABLE SUBSTITUTE. 37. IF AT ANY TIME BEFORE COMMENCEMENT OF WORK, OR DURING PROGRESS THEREOF, CONTRACTOR'S METHODS, EQUIPMENT OR APPLIANCES ARE INEFFICIENT OR INAPPROPRIATE FOR SECURING QUALITY OF WORK, OR RATE OF PROGRESS INTENDED BY CONTRACT DOCUMENTS, OWNERS MAY ORDER CONTRACTOR TO IMPROVE THEIR QUALITY OR INCREASE THEIR EFFICIENCY. THIS WILL NOT RELIEVE CONTRACTOR OF HIS SURETIES FROM THEIR OBLIGATIONS TO SECURE QUALITY WORK AND RATE OF PROGRESS SPECIFIED IN CONTRACT. n F 38. WITH REFERENCE TO CEILINGS, CONTRACTOR SHALL COORDINATE WITH ALL TRADES INVOLVED AND PREPARE COMPOSITE SHOP DRAWINGS TO INSURE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS, ETC., NECESSARY TO MAINTAIN THE SPECIFIED FINISH CEILING HEIGHT ABOVE THE FINISH FLOOR AS NOTED ON THE DRAWINGS. CLARIFY CONFLICTS WITH THE ARCHITECT. 39. THE ARCHITECT, ACTING AS THE OWNER'S DESIGNATED AGENT FOR DESIGNING THIS PROJECT, WILL EXERCISE SOLE AUTHORITY FOR DETERMINING CONFORMANCE OF MATERIALS, EQUIPMENT AND SYSTEMS WITH THE INTENT OF THE DESIGN. REVIEW AND ACCEPTANCE OF ALL ITEMS PROPOSED BY CONTRACTOR FOR INCORPORATION INTO THIS WORK WILL BE COMPLETED BY THE ARCHITECT. THIS FUNCTION OF THE ARCHITECT WILL APPLY BOTH TO CONTRACT AS INITIALLY SIGNED, AND TO THE CHANGES TO CONTRACT BY MODIFICATION DURING PROGRESS OF WORK. 40. REFERENCE TO MAKES, BRANDS, MODELS, ETC. IS TO ESTABLISH TYPE AND QUALITY DESIRED. SUBSTITUTION OF ACCEPTABLE EQUALS WILL NOT BE PERMITTED UNLESS SPECIFICALLY NOTED. SUBSTITUTIONS MUST BE SUBMITTED TO OWNER AND THE ARCHITECT FOR APPROVAL. 41. THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF ANY DEFICIENCIES IN BASE BUILDING WORK PRIOR TO THE COMMENCEMENT OF THIS WORK. ANY UNREPORTED DEFICIENCIES WILL BECOME THE RESPONSIBILITY OF THE CONTRACTOR TO CORRECT. 42. THE GENERAL CONTRACTOR SHALL VERIFY & COORDINATE EXTENT OF SLAB CUT AND TRENCHING FOR NEW PLUMBING AND ELECTRICAL WITH NEW PROJECT REQUIREMENTS. SAWCUT AND/OR CORE AND REMOVE CONCRETE SLAB AS REQUIRED FOR INSTALLATION OF ELECTRIC AND PLUMBING. COMPACT SUB -GRADE AND FILL FLUSH TO EXISTING SURFACE. PROVIDE SMOOTH, LEVEL, STEEL TROWELED SURFACE READY TO RECEIVE NEW FINISHES. 43. ANY AND ALL SLAB PENETRATIONS THRU ABOVE GRADE REINFORCED STRUCTURAL CONCRETE SLABS SHALL BE X-RAYED PRIOR TO CUTTING OR CORING IN ORDER TO DETERMINE IF REINFORCING MEMBERS WILL BE DAMAGED AND THE STRUCTURAL INTEGRITY OF THE SLAB JEOPARDIZED. ALL X-RAY RESULTS WILL BE SUBMITTED AND ANALYZED BY THE REGISTERED STRUCTURAL ENGINEER OF RECORD TO DETERMINE WHAT, IF ANY, REPAIR OR CORRECTIVE MEASURES NEED TO BE IMPLEMENTED PRIOR TO AUTHORIZATION OR COMMENCEMENT TO CUT THE SLAB. ANY AND ALL REPAIRS REQUIRED DUE TO PRE AUTHORIZED SLAB CUTTING OR CORING PRIOR TO STRUCTURAL ANALYSIS AND RESULTS WILL BE AT THE CONTRACTORS SOLE RESPONSIBILITY AND COST. 44. SOUND CAULK ALL ACOUSTICAL WALLS- TOP AND BOTTOM JOINTS WITH APPROVED ACOUSTICAL CAULKING. 45. IN THE EVENT THAT ASBESTOS IS FOUND IN WALLS, CEILINGS, ETC., THEN ITS REMOVAL OR ENCAPSULATION SHALL BE COORDINATED WITH THE OWNER. 46. CONTRACTOR TO ENSURE THAT ALL GAS LINES ARE TURNED OFF BEFORE REMOVING, CUTTING OR CAPPING EXISTING PIPING. 47. CONTRACTOR TO DETERMINE ADEQUACY OF THE EXISTING HVAC UNITS. UPON COMPLETION OF CONSTRUCTION, G.C. TO REBALANCE ENTIRE SPACE. 48. CONTRACTOR SHALL PROVIDE MAINTENANCE SPEC FOR ALL FINISHES. 49. CONTRACTOR SHALL PROVIDE I YEAR WARRANTY ON ALL WORK. 50. THE JOB SITE IS TO BE KEPT CLEAN DURING CONSTRUCTION. CONTRACTOR SHALL PERIODICALLY AND PROMPTLY REMOVE ALL DEBRIS FROM SITE AT THEIR EXPENSE IN A LEGAL MANNER. INCLUSIVE OF ALL BOXES, CRATES, OR TRASH OF INSTALLED ITEMS, INCLUDING DISPLAY FIXTURES AND HARDWARE SUPPLIED BY THE GC OR OTHERS. 51. THE GENERAL CONTRACTOR SHALL OBTAIN ANY APPROVALS (IF NECESSARY) FOR ROOF PENETRATIONS IN WRITING BY THE LANDLORD. IN THE EVENT THE LANDLORD REQUIRES THE PENETRATIONS TO BE MADE BY THE LANDLORD'S CONTRACTOR, THE GENERAL CONTRACTOR SHALL BEAR SUCH EXPENSE UNLESS OTHERWISE AGREED TO IN WRITING. 52. THE GENERAL CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION BARRICADES AND/OR CANOPIES AS REQUIRED BY LOCAL AUTHORITIES OR AS NECESSARY FOR PEDESTRIAN SAFETY. 53. NO ASBESTOS OR ASBESTOS CONTAINING MATERIALS (ACM) SHALL BE USED IN THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL NOTIFY ARCHITECT OF MATERIALS SUSPECTED TO BE A.C.M. 54. CONTRACTOR SHALL PROVIDE ALL FLOOR LEVELING, PATCHING, AND REMEDIAL REPAIRS AS REQUIRED BY THE SCOPE OF WORK. REPAIRS INCLUDE, BUT ARE NOT LIMITED TO, WORK REQUIRED TO PROVIDE A SMOOTH AND EVEN TRANSITION BETWEEN NEW AND EXISTING SPACES AND TO PREPARE EXISTING SURFACES FOR NEW FINISHES. 55. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ANY AND ALL ACCESS PANELS AS REQUIRED. 56. ALL FIRE EXITS ARE TO REMAIN CLEAR AND OPEN DURING ALL PHASES OF CONSTRUCTION IF APPLICABLE. 57. THE GENERAL CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION AND RESTORE ALL FINISH SURFACES TO THEIR ORIGINAL CONDITION WHERE DAMAGED. 58. CONTRACTOR TO PROVIDE AND / OR MAINTAIN FIRE RATED ASSEMBLIES WHERE SHOWN, OR AS REQUIRED. 59. WHERE NEW CONSTRUCTION IS TO BE SUSPENDED FROM THE EXISTING STRUCTURE, THE GENERAL CONTRACTOR SHALL VERIFY THAT THE EXISTING STRUCTURE HAS THE CAPACITY TO SUPPORT SUCH NEW ASSEMBLIES. SHEET NUMBER D B REFERENCE DRAWN ON (4 WAY) C DETAIL NUMBER INTERIOR SHEET NUMBER ELEVATION DRAWN ON REFERENCE WALL / PARTITION LEGEND POURED CONCRETE WALL MASONRY WALL - CMU GIVE PARTITION ABBREVIATIONS ABV -ABOVE ACT -ACOUSTIC CEILING TILE AFF -ABOVE FINISHED FLOOR ALT -ALTERNATE ALUM -ALUMINUM ARCH -ARCHITECTURAL BRD -BOARD BLKG -BLOCKING BM -BEAM BRIG -BEARING CJ -CONTROL JOINT CLR -CLEAR CLING -CEILING CLST -CLOSET CMU -CONCRETE MASONRY UNIT CO -CASED OPENING / CLEAN OUT COL -COLUMN CONC -CONCRETE CONT -CONTINUOUS DIA -DIAMETER DIM -DIMENSION DN -DOWN DR -DOOR DTL -DETAIL DWG -DRAWING EA -EACH ELEV -ELEVATION ELEC -ELECTRIC EMER -EMERGENCY EQ -EQUAL VICINITY MAP aeLE DwF Market ROSE HILL ChaAoUtsvllle 0- 100 OFFICE o. o PL-I 000 B O 0 WALL / PARTITION TAG ROOM TAG KEY NOTE TAG FINISH MATERIAL TAG DOOR TAG WINDOW TAG CANOPY/FASCIA TAG OR EXISTING WALL / PARTITION DEMOLISHED WALL ® STOREFRONT OR GLASS PARTITION EQUIP -EQUIPMENT EX -EXISTING EXT -EXTERIOR FD -FLOOR DRAIN FE -FIRE EXTINGUISHER FIN -FINISH FIXT -FIXTURE FLR -FLOOR FLUOR -FLUORESCENT FS -FLOOR SINK FURR -FURRING GA -GAUGE GALV -GALVANIZED GC -GENERAL CONTRACTOR GSF -GROSS SQUARE FEET GWB -GYPSUM WALL BOARD HC -HOLLOW CORE/ HANDICAPPED HDWR -HARDWARE HIM -HOLLOW METAL HR -HOUR HVAC -HEATING, VENTILATION & AIR CONDITIONING INSUL -INSULATION LAM -LAMINATE LAV -LAVATORY MAX -MAXIMUM MECH -MECHANICAL MIN -MINIMUM MISC -MISCELLANEOUS MO -MASONRY OPENING -ak Wildwood LOCUST GROVE I OTH a PAGE NORTH DOWNTOWN 9 Omni Charlottesville UVA University Hospital © 4pDowni Mall Charlottesville FIFEVILLE Ix Art Park Q° Beer Run 9 �q ve P � 9 RIDGE ST. ON BELMONT IF ri :. PROJECT DIRECTORY Dardtr Towe Park MTL -METAL NIC -NOT IN CONTRACT NTS -NOT TO SCALE OC -ON CENTER PNL -PANEL PINT -PAINT PTO -PAINTED R -RISER RAD -RADIUS REQ'D -REQUIRED RM -ROOM Sc -SOLID CORE SCHED -SCHEDULE SEC -SECTION SHT -SHEET SIM -SIMILAR SS -STAINLESS STEEL STL -STEEL SIM -SIMILAR TBD -TO BE DETERMINED TEL -TELEPHONE TEMP -TEMPERED TYP -TYPICAL UT -UNDERWRITER'S LABORATORY UNO -UNLESS NOTED OTHERWISE VCT -VINYL COMPOSITION TILE VIF -VERIFY IN FIELD WC -WATER CLOSET WD -WOOD WWF -WELDED WIRE FABRIC r RANKLIN N.T.S. PROJECT NAME/ADDRESS: ARCHITECT OF RECORD: JURISDICTIONAL AUTHORITY: DUNKIN DONUTS/BASKIN ROBBINS QSR AND R, LLC. JURISDICTION 160 RIVERBEND ROAD 584 BELLERIVE RD. SUITE 3D ALBEMARLE COUNTY - COMMUNITY CHARLOTTESVILLE, VA 22901 ANNAPOLIS, MARYLAND 21409 DEVELOPMENT CONTACT: JASON SCOTT 401 MCLNTIRE ROAD, NORTH WING, CLIENT/TENANT: TELEPHONE: 301-364-9880 (EXT.1002) CHARLOTTESVILLE, VA 22902 JCR RIVERBEND, LLC TELEPHONE:434-296-5832 13585 MINNIEVILLE ROAD STRUCTURAL ENGINEER: WOODBRIDGE, VA 22192 THE WATKINS PARTNERSHIP, INC. HEALTH DEPARTMENT: CONTACT: JEROME JOHNSON 3032 MITCHELLVILLE ROAD, SUITE 202 JURISDICTION TELEPHONE: 703-585-9002 BOWIE, MD 20716 BLUE RIDGE HEALTH DISTRICT CONTACT: STEVE WATKINS 1138 ROSE HILL DRIVE INSPIRE BRANDS: TELEPHONE: 301-249-0974 PO BOX 7546 3 GLENLAKE PWY NORTHEAST CHARLOTTESVILLE, VA 22906 SANDY SPRINGS, GA 30328 MP& E ENGINEERS: TELEPHONE: 434-972-6219 PROJECT CONTACT: TONY FULINELLO NEARBY ENGINEERS, INC. TELEPHONE:908-868-8078 382 NE 191 ST STREET, SUITE 49674 MIAMI, FL 33179 CONTACT: ANKIT JAVERI TELEPHONE: 914-257-3455 DRAWING SHEET INDEX SHEET No. SHEET TITLE ARCHITECTURAL T-I PROJECT INFORMATION AND TITLE SHEET T-2 CODE ANALYSIS AND LIFE SAFETY PLAN T-3 ACCESSIBILITY DETAILS AND INFORMATION T-4 INTERIOR PARTITION SCHEDULE T-5 FINISH SCHEDULE T-6 NATIONAL ACCOUNTS AS-1 ARCHITECTURAL SITE AMENITIES PLAN AS-2 ARCHITECTURAL SITE AMENITIES DETAILS D-I DEMOLITION FLOOR PLAN D-2 DEMOLITION CEILING PLAN A-1 FLOOR PLAN A-2 ROOF PLAN A-3 REFLECTED CEILING PLAN A-4 FINISH PLAN A-5 INTERIOR ELEVATIONS A-6 EXTERIOR ELEVATIONS A-7 EXTERIOR ELEVATIONS A-8 SECTIONS & DETAILS A-9 SECTIONS & DETAILS A-10 DOOR & WINDOW SCHEDULE AND DETAILS FS-1 ROUGH -IN PLAN FS-2 ROUGH -IN DETAILS K-I EQUIPMENT PLAN K-2 EQUIPMENT SCHEDULE STRUCTURAL S-1 ROOF FRAMING PLAN S-2 SECTIONS MECHANICAL M-1 HVAC FLOOR PLAN, NOTES AND SCHEDULES M-2 HVAC ROOF PLAN AND HVAC DETAILS M-3 HOOD DETAILS PLUMBING P-1.0 PLUMBING SANITARY PLAN P-I.I PLUMBING WATER & GAS PLAN P-2.0 PLUMBING RISERS AND SCHEDULES P-3.0 PLUMBING DETAILS P-4.0 WATER FILTRATION SYSTEM DETAILS ELECTRICAL ES-1 ELECTRICAL SITE PLAN E-0 LEGEND AND SPECIFICATIONS E-1 ELECTRICAL LIGHTING PLAN E-2 POWER PLAN E-2A ROOF POWER PLAN E-3 TECHNOLOGY POS PLAN & SCHEDULES E-3A TYPICAL TECHNOLOGY DETAILS E-4 ELECTRICAL RISER DIAGRAM & SCHEDULES v I G I D Ir R I M N o In Iu • 'G �O��gALTH OF LI O U Joseph J. Kelly Lie, N 8 3 11-23-2022 I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE COMMONWEALTH OF VDLGMA, LICENSE No. 19802, EXPIRATION DATE 05.31 2024 DUNKIN• D n OMH O \Q w >w W �GE J 0 _ N 0 > *ULU LU mw y 0 w Z O> V/ O LL // - O L.f_ r 2 U REVISION No. DATE DESCRIPTION DWG DATE: II-23-2022 DRAWN BY: STAFF PROJECT No.: 22144 DWG TITLE: PROJECT INFORMATION AND TITLE SHEET SHEET No. T-1 I 91 0■ LETTER OF REVISION #1 : SDP198400010 PROJECT DESCRIPTION: THE PROJECT CONSISTS OF THE REMODEL OF A FORMER BURGER KING RESTAURANT WITH DRIVE THRU INTO A NEW DUNKIN a BASKIN ROBBINS WITH DRIVE THRU. CONSTRUCTION TO INCLUDE DEMOLITION AND REMOVAL OF EXISTING NON -LOAD BEARING PARTITIONS, RESTROOMS, MILLWORK AND ALL WALL, CEILING AND FLOOR FINISHES. NEW WORK TO INCLUDE, BUT NOT LIMITED TO, CONSTRUCTION OF NON -LOAD BEARING PARTITIONS, FULLY ACCESSIBLE RESTROOMS AS WELL AS NEW FLOOR, WALL AND CEILING FINISHES, NEW EQUIPMENT AND MILLWORK AND ALL REQUIRED MECHANICAL, PLUMBING AND ELECTRICAL WORK NEEDED FOR A COMPLETE OPERATIONAL DUNKIN a BASKIN ROBBINS RESTAURANT. Of W E' Z W U Cl F- Z 0_ EI a u EXISTING CANOPY OVERHANG EO 4 SPEAKER POST 10'-0''�' 10'-0" 3.01 a z M 5.02 rL SPEAKER POST T EXISTING TRANSFORMER 8.01 aaaaoa° �LJLJo Lr-�1C1 W 0 LI V 0 G30O � � OMB \\ � \ O ARCHITECTURAL SITE AMENITIES PLAN .50 (E) E.M. now Q �0 7FIRU 00 32.01 JJ TYP R 3/8" CROWN 4'0 CONCRETE FILLED STEEL PIPE. BOLLARD TO RECEIVE COVER BC-03 I" CONCRETE CROWN W/ ISOLATION JOINT CONCRETE CURB, ASPHALT PAVING, OR GRADE EMBED STEEL PIPE INTO CONCRETE BASE BOLLARD DETAIL SCALE: 3/32" = l'-O" GENERAL ARCHITECTURAL SITE PLAN NOTES: I. THE ARCHITECTURAL SITE PLAN IS FOR GRAPHIC REPRESENTATION OF THE SITE ONLY AND DOES NOT CONSTITUTE AN ACCURATE SURVEYED PLAN 2. THE ARCHITECTURAL SITE PLAN HAS BEEN PROVIDED TO DESCRIBE THE SCOPE OF WORK FOR BIDDING PURPOSES ONLY. THE ARCHITECT MAKES NO GUARANTEE THAT THE SITE ELEMENTS, GRADES, UTILITIES, ETC AS DEPICTED ARE ACCURATE OR TRUE. 3. THE ARCHITECTURAL SITE PLAN IS NOT AN ENGINEERED DRAWING AND IS INTENDED FOR CONSTRUCTION / INSTALLATION OF ARCHITECTURAL SITE AMENITIES. IN THE EVENT GRADES, SWM, OR OTHER SITE ITEMS ARE REQUIRED TO BE MODIFIED, THE GC SHALL BE SOLELY RESPONSIBLE FOR ALL SAID MODIFICATIONS. 4. THE GC SHALL FULLY EVALUATE THE EXISTING FIELD CONDITIONS AND ACTUAL LOCATIONS OF EXISTING UTILITIES TO ENSURE A PROPER CONNECTION FROM NEW TO EXISTING. 5. EXISTING PAVING, SIDEWALKS, AND/OR LANDSCAPING AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED WHETHER SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS OR NOT. 6. ALL AREAS REPAIRED OR REPLACED SHALL BE DONE IN SUCH A MANNER SO AS TO ENSURE A SMOOTH, CONTINUOUS TRANSITION FROM EXISTING TO NEW. TRANSITIONS FROM EXISTING TO NEW SHALL NOT BE APPARENT WHEN COMPLETE. 7. WHERE CONCRETE SIDEWALKS AND CURBS ARE DEMOLISHED AND REMOVED TO FACILITATE NEW CONSTRUCTION, CONCRETE SHALL BE REMOVED TO THE NEAREST CONSTRUCTION JOINT. 8. DAMAGED PORTIONS OF EXISTING SIDEWALK AROUND THE PERIMETER OF THE BUILDING SHALL BE REMOVED AND REPLACED IN KIND. 9. PROVIDE POSITIVE DRAINAGE FOR ALL WALKWAYS AND PADS PER THE CIVIL PLANS. IF CIVIL PLANS ARE NOT AVAILABLE, THE GC SHALL BE RESPONSIBLE FOR PROVIDING THE REQUIRED SLOPE AT ALL WALKWAYS AND PADS TO ENSURE POSITIVE DRAINAGE. 10. ALL SITE STRIPING AND LOT PAINTING SHALL BE =UNLESS SPECIFICALLY KEYED OTHERWISE. 11. GC TO POWER WASH AND CLEAN ALL EXISTING CURBS, SIDEWALKS AND CONCRETE PATIO AREAS FOR LIKE NEW APPEARANCE. ARCHITECTURAL SITE PLAN KEY NOTES: o.o 3.01 10'-0' X 20'-0" CONCRETE PAD CENTERED ON SPEAKER POST W/ GROUND LOOP PER DETAILS. CONCRETE PAD SHALL BE 6' THICK, 3,500 PSI, AIR ENTRAINED W/ WI.4XI.4 6X6 W.W.F., DYED BLACK TO MATCH ADJACENT ASPHALT PAVING, OVER 6' MIN. GRAVEL BASE. 3.03 SIGN FOOTINGS BY SIGN VENDOR; SEE DETAILS SHEET AS-2. 5.02 PROVIDE NEW BOLLARDS AS INDICATED. ALL BOLLARDS WETHER EXISTING OR NEW SHALL RECEIVE A NEW BOLLARD COVER; SEE DETAIL SHEET AS-1. 5.05 EXISTING METAL FENCING AT PATIO AREA TO BE CLEANED AND PAINTED PTE-04 AS WELL AS THE EXISTING BRICK FENCE POST / COLUMNS. 8.01 DRIVE THRU WINDOW AS SCHEDULED. 10.09A DRIVE THRU SPEAKER POST PROVIDED BY SIGN VENDOR. SEE DETAILS SHEET AS-2 AND ELECTRICAL PANS FOR G.C. PROVIDED ELECTRICAL AND ROUGH -INS. 10.09B DRIVE THRU MENU BOARD PROVIDED BY SIGN VENDOR. SEE DETAILS SHEET AS-2 AND ELECTRICAL PANS FOR G.C. PROVIDED ELECTRICAL AND ROUGH -INS. 10.11 DRIVE THRU HEIGHT LIMITATION BAR PROVIDED BY SIGN VENDOR. 10.12 DRIVE THRU DIRECTIONAL SIGNS PROVIDED BY SIGN VENDOR. SEE SHEET AS-2 FOR DETAILS AND ELECTRICAL PLANS FOR GC PROVIDED ELECTRICAL AND ROUGH -INS. 10.14 SIGN VENDOR TO REFACE EXISTING PYLON SIGN UNDER SEPARATE PERMIT AND COVER. CLEAN AND PAINT EXISTING POLE AND FRAME PTE-02 22.04 EXISTING EXTERIOR BELOW GRADE GRID TO REMAIN. GC TO CLEAN AND INSPECT TO CONFIRM GIRD IS ACCEPTABLE FOR RE -USE. ASSUMED SIZE IS 1,000 GALLONS. GC TO CONFIRM EXACT SIZE AND LOCATION AND TIE NEW GREASE WASTE LINE INTO EXISTING PER PLUMBING PLANS. 26.16 GC TO SAW CUT EXISTING CONCRETE PAD AND INSTALL VEHICLE DETECTION LOOP. DETECTION LOOP IS FRANCHISEE PROVIDED AND INSTALLED BY GC. 26.60 EXISTING SITE LIGHTING POLES TO BE CLEANED AND PAINTED PTE-02 REPLACE EXISTING LIGHT FIXTURES WITH NEW PKL3 FIXTURES AS SCHEDULED. 32.01 DRIVE THRU PAINT TEMPLATE AVAILABLE THRU DGS (SEE NATIONAL ACCOUNTS). PAINT TP 01 32.04 4" WIDE DRIVE THRU LANE STRIPE TO BE PAINTED TP-OI . 32.07 EXISTING DUMPSTER. GC TO CLEAN AND REPAIR AS NECESSARY. PAINT ENCLOSURE AND GATES PTE-02 DI.01 DEMOLISH AND REMOVE EXISTING MENUBOARD, SPEAKER POST AND HEIGHT LIMITATION BAR. LOT STRIPING PAINT SCHEDULE ALL PAINT SHALL BE PRO PARK AS MANUFACTURED BY SHERWIN WILLIAMS REFERENCE TAG DESCRIPTION REMARKS COLOR / NUMBER TP-01 PAINT B97WD2434 "WHITE" TP-02 PAINT B97LD2022"BLUE" TP-03 PAINT B97YD2467"YELLOW QSR R �o��gALTH OF LI U Joseph J. Kelly Lie, N 8 2 11-23-2022 I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE COMMONWEALTH OF VIRGINIA, LICENSE No. 19802, EXPIRATION DATE 05.31 2024 DUNKIN• D n OMH O Lu >w W �� J N 0 > chm it Lu Lu coW y OLuI­- Z � � 0 O Ld_ 2 U REVISION No. DATE DESCRIPTION DWG DATE: II-23-2022 DRAWN BY: STAFF PROJECT No.: 22144 DWG TITLE: ARCHITECTURAL SITE AMENITIES PLAN SHEET No. AS-1 ■ r 7 gm I I I I I I I I I I I I m INS 01 BUILDING LINE FACE OF EXISTING CURB CONCRETE BOLLARD CENTERED ON EXISTING CONCRETE CURB - GC TO SAW CUT EXISTING CONCRETE PAD AND INSTALL VEHICLE DETECTION LOOP, FURNISHED BY FRANCHISEE -- ----- --- ---. rn ° -� = I I L9C7Y DRIVE THRU LANE DRIVE THRU DETAIL IIC5.1 DRIVE-THRU CANOPY WITH SPEAKER PROVIDE CONDUIT PER SPEAKER POST DETAIL MENUBOARD PROVIDE CONDUIT PER MENU BOARD DETAIL � I � I = I I I PER PLAN TO EDGE OF BUILDING CL ZN CONCRETE BOLLARD FACE OF CURB � ILLUMINATED D/T CANOPY AND SEPARATE MENU BOARDS - CONDUIT DETAIL SEE► THE GC SHALL PROVIDE (3) 1" PVC ELECTRICAL CONDUITS. (1) ELECTRICAL CONNECTION (1) DATA W/ PULL STRING (1) SPARE W/ PULL STRING ROUTE ALL LOW VOLTAGE CONDUIT BACK TO MANAGER'S OFFICE 10) #3 TIES, IS" DIA. ,IRCLE (3 TIES IN TOP 5") 1AINTAIN 3" COVER -INISH GRADE 4) 3/4" DIA. X 30" LONG N36 ANCHOR BOLTS, W/ )OUBLE NUTS EMBEDDED 3OLTS ON 8"X8" SQUARE 'ATTERN :4) #6 VERTICAL BARS EQUAL SPACED ON CIRCLE 10" X 10" X 112" MOUNTING PLATE FOOTING NOTES: 0.70 CU. YDS. TOTAL CONCRETE SHALL HAVE MIN. COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 DAYS FOR CLASS 5 SOIL. MIN D/T MENU BOARD - FOOTING DETAIL SLOPE TOP TO SHED WATER ]IE-e - � —,I//�//�// // — u�. N I DIRECTIONAL SIGN FACES 2'-10 112" } A LAW DO NOT J maER B0 SOON K U Ui.InSLJ DIRECTIONAL WWW WWW SIGN, BY SIGN VENDOR, C WELCOME L ILLUMINATED aM0 BAOC SIGN POST W PAINTED TO MATCH (� WILLIAMSSHERWIN 6884 'OBSTINATD M E ORANGE' GRADE E M N (ILLUMINATED ONLY) aW0 TNExI CONTRACTOR I w `O N ` PROVIDED rr_ a ELECTRICAL F O D U w CONDUIT. EXTEND INTO NEW FOOTING ' AS REQUIRED. SEE ELECTRICAL APPLICABLE FAPPICABLEG oVM P O O FOOTING PROVIDED I'-0" BY SIGN VENDOR I R DIRECTIONAL SIGN DETAIL THE GC SHALL PROVIDE (3) 1" PVC DD ELECTRICAL CONDUITS. (I) ELECTRICAL CONNECTION (1) VOICE W/ PULL STRING CLEARANCES'-0- (1) SPARE W/ PULL STRING ROUTE ALL LOW VOLTAGE CONDUIT BACK TO MANAGER'S OFFICE PREFAB. GROUND LOOP FURNISHED BY OWNER AND INSTALLED BY GC. PROVIDE ADDITIONAL 112" ELECTRICAL CONDUIT TO EXTEND UP INTO SPEAKER POST (APPROXIMATELY 6'-0" OF 112" D PVC AND (1) 900 ELBOW) � o IIII _ 2'-0"r CURB, PER CIVIL fi p. ..� .'„ 4 I' — `.I L=n -_ '�.�' -I�. (3) #3 VTIES IN TOP 5" AND 10" _ (3) #3 VTIES IN TOP 5" ,�°��-i + ' i-�� < O.C. THEREAFTER I 1 r Ia. F— — �a • AND 10" O.C. THEREAFTER — °II.I (4) 3/4" DIA. X 36" LONG ° { (4) 3/4" DIA. X 30" LONG a..l I .I I I I I i - I 1 .1i' TOP ANDANCHOR 3" " THREAD BOTTOMD 4 4 ANCHOR BOLTS, W/ 6" i P ,i I i i i'e (4) NUTS AND (2) WASHERS THREAD @ TOP AND 3" 4" 4" �i - i . -~ i ." PER BOLT (GRADE 55) THREAD @BOTTOM, (4) NUTS F -1— < o a• I ' I I I (12) #5 VERTICAL DEFORMED ! b I. & (2) WASHERS PER BOLT ° LLB L_=LJ . a 1 I, •r °i BARS EQUALLY SPACE AROUND ���� x�° -i -- I-: i (6) #5 VERTICAL REBARS ? I" q n i 28" DIA. CIRCLE °I r'�,I�'� p EQUALLY SPACED AROUND I' I I.• 1'-4" DIA. CIRCLE �.��.0 - _ I.1 I I• .,I i. I ' c �'�.�� - - Y a 3 UNIVERSAL BASE PLATE; SEE a a.: {J%`-. - DETAILS FOR CONDUIT • -+- '� L J 3 2'-4" LOCATIONS 10" X 10" X I/2" I'-4' MOUNTING PLATE 3 0' I FOOTING NOTES: FOOTING NOTES: 1.70 CU. YDS. TOTAL CONCRETE SHALL HAVE MIN. 2'-0" COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 DAYS. 0.58 CU. YDS. TOTAL CONCRETE SHALL HAVE MIN. COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 DAYS. REINFORCING STEEP SHALL HAVE A MIN YIELD STRENGTH OF 60,000 PSI. RECOMMENDED MIN. CURE TIME OF 7 DAYS REINFORCING STEEP SHALL HAVE A MIN YIELD STRENGTH OF BEFORE SIGN INSTALLATION 60,000 PSI. RECOMMENDED MIN. CURE TIME OF 7 DAYS BEFORE SIGN INSTALLATION- ILLUMINATED D/T CANOPY W/O MENU BOARDS - CLEARANCE BAR - FOOTING DETAIL FOOTING DETAIL • • m �o��gALTH OF LI U Joseph J. Kelly Lie, N 8 2 11-23-2022 I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE COMMONWEALTH OF VIRGINIA, LICENSE No. 19802, EXPIRATION DATE 05.31 2024 DUNKIN# MEMO Q w > W W �G J � 0 N 0 \ chm it Lu Lu CID W y OLuI­- Z �>0 o 2 U REVISION NO. DATE DESCRIPTION DWG DATE: II-23-2022 DRAWN BY: STAFF PROJECT No.: 22144 DWG TITLE: ARCHITECTURAL SITE AMENITIES DETAILS SHEET No. AS-2 11 1c 111 11 1 1c I N 1 n 1 1 M I I v I n I R I I I II ON DEMOLISH AND REMOVE EXISTING WINDOW IN ITS ENTIRETY TO I III FACILITATE THE INSTALLATION OF A NEW DRIVE THRU WINDOW wT I III 'III I III (E) G.M. r� ME r II II II II II II II II II II DEMOLISH AND REMOVE EXISTING I I WALK-IN BOX IN ITS ENTIRETY II i w II II II II II II II II II p '(D)F.S. '—'(D)F.S. z DEMOLISH AND REMOVE EXISTING PLUMBING DRAINS AND FLOOR DRAINS/ SINKS AND MOP SINK AS INDICATED. REFER TO GENERAL NOTES, TYP DEMOLISH AND REMOVE PORTION OF INTERIOR PARTITION AS INDICATED t'1 '--*(D)F.S. ppY(D)F.S. Ia DEMOLISH AND REMOVE DOOR AND FRAME IN THEIR ENTIRETY AS INDICATED DEMOLISH AND REMOVE EXISTING MILLWORK IN THEIR ENTIRETY --------------------------------- ----------------- Pal DEMOLISH AND REMOVE EXISTING PARTIAL HEIGHT PARTITIONS AND QUEUING RAILS IN THEIR ENTIRETY. PATCH / REPAIR SLAB AS NEEDED TO RECEIVE NEW FLOOR FINISHES AS SCHEDULED --------------------------- II Fl r----------T—1----T------) / 1 L__J / J LL (E)F.D. I, raa � A \--DEMOLISH AND REMOVE ALL EXISTING EQUIPMENT, SEATING AND FLOOR FINISHES IN THEIR ENTIRETY - DEMOLISH AND REMOVE PORTION OF FLOOR SLAB AS NEEDED FOR INSTALLATION OF FLOOR SINKS, FLOOR DRAINS AND HUB DRAINS. COORDINATE WITH CONSTRUCTION PLANS a DEMOLISH AND REMOVE EXISTING WALL FINISHES INCLUDING THE WAINSCOTING AND CHAIR RAIL, BACK TO SUBSTRATE. PREPARE SUBSTRATE TO RECEIVE NEW FINISHES DEMOLISH AND REMOVE EXISTING RESTROOMS AND FIXTURES IN THEIR ENTIRETY DEMOLISH AND REMOVE ALL WOOD SIDING AND WOOD TRIM INSIDE OF VESTIBULE BACK TO FACE OF STUD AND PROVIDE NEW SHEATHING AND FINISHES AS SCHEDULED GENERAL DEMOLITION NOTES: I. DEMOLITION PLANS ARE GENERAL IN NATURE AND ARE NOT INTENDED TO BE ALL ENCOMPASSING OR EXHAUSTIVE IN DEPICTING EACH INDIVIDUAL ITEM TO BE REMOVED OR DEMOLISHED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH THE PROJECT REQUIREMENTS PRIOR TO BIDDING. ITEMS INTERFERING WITH OR OF NO USE / VALUE TO THE COMPETED PROJECT SHALL BE REMOVED OR DEMOLISHED WHETHER SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS OR NOT. 2. THE CONTRACTOR SHALL COORDINATE WITH THE TENANT / OWNER, THE ITEMS TO BE SALVAGED AND ITEMS TO BE DISPOSED OF. SALVAGED ITEMS SHALL BE HANDLED IN A WAY THAT WILL CAUSE NO FURTHER DAMAGE TO EACH PARTICULAR ITEM. 3. DEMOLISH & REMOVE EXISTING INTERIOR PARTITIONS AS INDICATED ON PLAN. 4. DEMOLISH & REMOVE ALL INTERIOR DOORS & FRAMES, CABINETRY / COUNTERS, AND ASSOCIATED FRAMING ELEMENTS IN THEIR ENTIRETY AS INDICATED ON PLANS. 5. DEMOLISH & REMOVE ALL FLOOR FINISHES THROUGHOUT AREA OF WORK U.N.O. FLOOR PENETRATIONS, INCLUDING BUT NOT LIMITED TO, ABANDONED CONDUITS, WIRES, AND PIPES SHALL BE REMOVED & CAPPED BELOW FLOOR SLAB AS REQUIRED BY CODE AND VOIDS INFILLED TO MATCH ADJACENT SLAB LEVEL. PROVIDE A SMOOTH, LEVEL FLOOR SLAB READY TO RECEIVE NEW FINISHES. 6. DEMOLISH & REMOVE ALL EXISTING ELECTRICAL DEVICES IN THEIR ENTIRETY THROUGHOUT THE AREA OF WORK U.N.O. ALL ASSOCIATED INTERIOR ELECTRICAL WIRES, FEEDS, & CONDUITS TO BE REMOVED BACK TO THEIR SOURCE. 7. ALL PLUMBING FIXTURES NOTED TO BE DEMOLISHED & REMOVED SHALL HAVE ASSOCIATED PLUMBING REMOVED TO BELOW SLAB OR BEHIND FACE OF WALL. CAP PIPE & PATCH/ REPAIR SLAB & WALL. 8. THE CONTRACTOR SHALL COORDINATE WITH PLUMBING AND ELECTRIC PLANS AND EXISTING CONDITIONS IN / BELOW SLAB FOR ALL SLAB CORING AND SLAB SAW CUTS / TRENCHING REQUIRED TO PERFORM AND COMPLETE WORK. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO ENSURE EXISTING BELOW SLAB UTILITIES ARE NOT DAMAGED DURING DEMOLITION & CONSTRUCTION. THE CONTRACTOR SHALL SCAN OR X-RAY AREAS OF SLAB CORING, CUTTING, AND TRENCHING. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXTENTS OF TRENCHING REQUIRED 8, LOCATION OF TIE-INS. COORDINATE W/ PLUMBING PLANS. 10. DEMOLISH & REMOVE EXISTING WALL FINISHES BACK TO FACE OF SUBSTRATE THROUGHOUT AREA OF WORK, INCLUDING ALL CHAIR RAILS. PREPARE/REPLACE EXISTING SUBSTRATE AS NEEDED TO RECEIVE NEW FINISHES AS SCHEDULED. 11. DEMOLISH & REMOVE ALL EXTERIOR WOOD SIDING, TRIM BOARDS AND ACCENT BANDS AND REPLACE W/ NEW FINISHES AS SCHEDULED �O��gALTH OF LI O� U Joseph J. Kelly Lie, N 8 3 11-23-2022 I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE COMMONWEALTH OF VIRGINIA, LICENSE No. 19802, EXPIRATION DATE 05.31 2024 IJuNKIN• a��oa WE w > ui W CO J (0 0 _ _ N co > :tt Lu m uJ t4 o w Z �>O O CO Q 2 U REVISION No. DATE DESCRIPTION DWG DATE: II-23-2022 DRAWN BY: STAFF PROJECT No.: 22144 DWG TITLE: DEMOLITION FLOOR PLAN R 7 DEMOLITION PLAN R 7 SCALE: 1/4" = V-0" 7 R SHEET No. D-1 i 21 TOILET EQUIPMENT SCHEDULE TAG 0 ITEM MANUFACTURER /PART NUMBER MOUNTING HEIGHT REMARKS 1 GRAB BARS ASI 3701-18P (18"), —36p (36") & —42P (42") SEE ADA FIGURES 1-1/2" DIA. BARS PEENED GRIP, POLISHED ENDS 2 TOILET TISSUE DISPENSER KC PROFESSIONAL #09551 SEE ADA FIGURES SURFACE MOUNTED 3 COAT HOOK ASI 0751 48" A.F.F. DOOR MOUNTED 4 SOAP DISPENSER DERMA FOAM E KAY CHEMICAL COMPANY SEE NOTE A, C SEE NATIONAL ACCOUNTS 5 HAND DRYER EXCEL DRYER INC. TA—SI WG—STAINLESS STEEL SEE NOTE A, C SEE NOTE D 6 MIRROR ASI 0620-2436 40" A.F.F. TO BOTTOM NOTE C — 7 CLICK & CLEAN PROCTER AND GAMBLE SEE NATIONAL ACCOUNTS 8 WASTE RECEPTACLE AS10458 41"-45" A.F.F. FOR ADA RECESSED 9 BABY CHANGING STATION KOALA KB101 VERTICAL or AS19021 HORIZONTAL SEE INSTALLATION INSTRUCTICNS OPTIONAL 10 SWING UP GRAB BAR BOBRICK #B-4998.99 SEE INSTALLATION INSTRUCTIONS PEENED GRIP, POLISHED ENDS 11 SANITARY NAPKIN DISPOSAL ASI 0852 WOMEN'S ROOM ONLY 12 SEAT COVER DISPENSER ASI 0477—SM OPTIONAL 13 WALL SHELF ASI 0692-516 (16") 42" A.F.F. FOR ADA; NOTE C OPTIONAL NOTE A: OPERATING CONTROLS OF ALL HAND DRYERS, SOAP DISPENSERS AND MULTI PURPOSE UNITS TO BE 42" A.F.F. NOTE B: G.C. TO FIELD VERIFY ALL SIZES. NOTE B: TOILET TISSUE & PAPER TOWEL DISPENSERS SUPPLIED FREE FROM LOCAL DCP; INSTALLED BY G.C. NOTE C: PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES AND ACCESSORIES. NOTE D: SURFACE MOUNT HAND DRYER W/ DBI BRANDING AND SUSTAINABILITY MESSAGE BY EXCEL DRYER. SEE NATIONAL ACCOUNTS (412-525-4531). HAND DRYER TO BE ORDERED FROM NATIONAL ACCOUNT SUPPLIER, AND IS REQUIRED TO HAVE STANDARD DBI GREEN MESSAGING/BRANDING. 2'-9 FL 01 LAV. 31-611 1 I 0 s NEW ADA RESTROOM SIGNS, SEE GENERAL PLAN NOTE 3 ON SHEET A -I M n ti LAV. 2' -8" RESTROOM ACCESSORY PLAN A4 SCALE: 1/4" = V-0" WOMENS SIMILAR MOTION/OCCUPANCY SENSOR SWITCH FTB-01 (C) FTB-01 (C) FTB-01 (C) FTB-01 (C) COVE COVE COVE COVE IN A B C D MENS RESTROOM ELEVATION r,_,`� FLOOR PLAN (E) G.M. DfT AREA ic 8.01 3'-4- CLEAR I I FREEZER 3-COMP SINK A-5EI F4 A-5 KITCHEN AREA AIO A-s 6.01 c7 / (E) / EM C.T. / X I I F_ L— \ _1I COOLER STORAGE L F_ I I L -1 AREA \n J� ICJ (E) (E)EP-A u ]J H.S. MDF600A a w w L a (NEW) w M.S. L w D D LADDER _ IF --- w= / 'wa 3 � L7 A EI C A-5 O —J 9 7" 10.25 �c Lo \I 3 (7 O VlI R?000000�00. O011l0i��1 w \/ WOMEN 1 1 mm g O \�> e„ 0- l l I aoue ealp Q U VOV SERVICE AREAS �l J I 0 S. CUSTOMER F M AREA I I A7 I I � II II oI 4 rc I I II H.S. I I EX II R.S. I I \ I F— II 7'-2" 3'-2" I _ I IN �� II --- EX O i i/� vz 4 nc 00 O O I KOO OA-s EX �\ I \ I HI A-8 EXI HI A-9 EX 8.02 EXISTING BACKFLOW PREVENTOR Ha GENERAL FLOOR PLAN NOTES: I. TYPICAL SUBSTRATES FOR INTERIOR WALLS SHALL BE AS FOLLOWS: KITCHEN, OFFICE AND STORAGE AREAS: 5/8" DUROCK FROM FLOOR TO 3'-0" A.F.F. - 5/8' PLYWOOD FROM 3'-0" A.F.F. TO 6" ABOVE CEILING. SERVICE & DRIVE THRU AREAS: 112' DUROCK OVER 5/8" MIN. PLYWOOD ALL AREAS TO RECEIVE TILE FINISH. SALES AND SEATING AREAS: 5/8" GYPSUM BOARD, 5/8" DUROCK IN LIEU OF GYPSUM ALL AREAS SCHEDULED TO RECEIVE TILE FINISH. RESTROOMS: 5/8" DUROCK GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING IN BATHROOMS FOR GRAB BARS, LAVATORIES, HAND DRYERS, MIRRORS, PAPER TOWEL DISPENSERS, SOAP DISPENSERS, AND OTHER ACCESSORIES AS REQUIRED UNLESS OTHERWISE NOTED. 2. ALL NEW PARTITIONS SHALL BE 2X4 WOOD STUDS @ 16" O.C. U.N.O. 3. RESTROOM IDENTIFICATION SIGN W/ HANDICAP ACCESSIBLE SYMBOL AND BRAILLE SUPPLIED WITH STORE GRAPHICS PACKAGE. GC TO INSTALL (I RESTROOM SIGN FOR WOMEN'S / I RESTROOM SIGN FOR MEWS). RESTROOM SIGNAGE MUST BE MOUNTED SUCH THAT THE LOWEST BRAILLE CHARACTER IS 48" MINIMUM A.F.F. AND THE HIGHEST BRAILLE CHARACTER IS 60" MAXIMUM A.F.F. INSTALL 9' FROM STRIKE SIDE OF DOOR. 4. ALL INTERIOR DIMENSIONS SHOWN ARE FROM FACE OF SUBSTRATE TO FACE OF SUBSTRATE. 5. SHELF FOR BOOSTER PUMP BY MANUFACTURER (MCCANN'S ENGINEERING & MANUFACTURING #16-1451, 19-1/4"W X 16"D X 14'H); SUPPLIED/ INSTALLED BY G.C. 6. PROVIDE FIRE EXTINGUISHERS, TYPE ABC, WALL HUNG, TOP AT 4'-0- A.F.F. (BY G.C.) -NUMBER AND LOCATION AS DETERMINED BY LOCAL CODE 7. EQUIPMENT/CASEWORK SUPPLIER TO PLACE ALL NEW EQUIPMENT AND CASEWORK. 8. G.C. TO MAKE FINAL MECHANICAL, ELECTRICAL & PLUMBING CONNECTIONS FOR ALL EQUIPMENT AS INDICATED ON PLANS. 9. ALL EXISTING DOORS TO REMAIN SHALL BE SERVICED FOR PROPER OPERATION INCLUDING THE STOREFRONT ENTRY DOOR. FLOOR PLAN KEY NOTES: o.o 6.01 NEW MILLWORK PROVIDED BY MILLWORK VENDOR; COORDINATE WITH FIELD SEEKER FOR ALL HOLD TO DIMENSIONS. 6.02 DASHED LINE OF FRONT SERVICE LINE MILLWORK CHASE WALL PROVIDED BY MILLWORK VENDOR, SEE DETAIL SHEET SHEET FS-2. 7.01 PROVIDE 3-1/2' SOUND ATTENUATION BATT AT ALL RESTROOM WALLS AS INDICATED ON PLAN. 8.01 DRIVE THRU WINDOW AS SCHEDULED. SEE DETAILS AND NATIONAL ACCOUNTS. 8.02 PROVIDE 'CUSTOM" DOOR PULL ON EACH LEAF OF THE EXTERIOR ENTRY STOREFRONT DOORS AS INDICATED. SEE DOOR AND HARDWARE SCHEDULE AND NATIONAL ACCOUNTS. 10.07 COAT RACK PROVIDED BY GC. 10.20 RESTROOM ACCESSORIES EACH RESTROOM; SEE RESTROOM AMENITIES PLAN SHEET A-5. 10.25 DESK AND SHELVING, SEE ELEVATIONS FOR DETAILS. • • m (Lic, gALTH OFseph J. Kelly N 8 2 11-23-2022 I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE COMMONWEALTH OF VIRGINIA, LICENSE No. 19802, EXPIRATION DATE 05.31 2024 DUNKIN• D A OMH O Q w iw W �� J 0 N 0 lam itLu Lu mw y O j � Z �>0 CD 2 U REVISION No. DATE DESCRIPTION DWG DATE: II-23-2022 DRAWN BY: STAFF PROJECT No.: 22144 DWG TITLE: FLOOR PLAN SHEET No. A-1 WOMENS SIMILAR SCALE: 1/4" = V-0" ` I I J SCALE: 1/4" = V-0" Il I I I I I IHI I K I M I