Loading...
HomeMy WebLinkAboutCLE202200111 Correspondence 2022-08-22PLASTIC &RECONSTRUCTIVE SURGERY CHARLOTTESVILLE PLASTIC SURGERY, PLLC KEY PLAN KEY PLAN/ EGRESS PLAN rvrT n EXIT TENANT IMPROVEMENTS PETER JEFFERSON PLACE II 630 PETER JEFFERSON PARKWAY, SUITES 100 & 120 CHARLOTTESVILLE, VIRGINIA 22911 BUILDING CONTACT: CHARLES BENNETT COLLIERS INTERNATIONAL CHARLES.BENNETT@COLLIERS.COM DESIGN CONTACT: MOLLY GORDON DIVISION 9 DESIGNS, LLC MOLLY@DIVISION9DESIGNS.COM CODE INFORMATION APPLICABLE CODES: YEAR TO BE CONSTRUCTED CONSTRUCTION CLASSIFICATION: NUMBER OF STORIES: BUILDING HEIGHT: BUILDING AREA AREA OF RENOVATION: OCCUPANCY GROUP: FIRE RESISTANCE RATINGS: FIRE PROTECTION: CONTRACTOR: TBD DRAWING INDEX VIRGINIA UNIFORM STATEWIDE CONSTRUCTION CODE 2018 G1.1 COVER SHEET G1.2 GENERAL CONDITIONS (USBC) AND VIRGINIA REHABILITATION CODE 2015 (VRC) 2022 D1.1 DEMOLITION PLANS AND NOTES A1.1 PARTITION PLAN, DOOR SCHEDULE, DETAILS AND NOTES A1.2 POWER, VOICE AND DATA AND REFLECTED CEILING PLANS AND NOTES EXISTING - IIB (TABLE 601) A3.1 FINISH PLAN, SCHEDULE, SPECIFICATIONS AND NOTES RENOVATION - IIB (NO CHANGE) A4.1 INTERIOR ELEVATIONS AND SECTIONS 3 - RENOVATION ON FIRST FLOOR 3 STORIES - 75' ALLOWED (TABLE 503.4) 2,902 SF B (BUSINESS - SEC 304) ZERO (PER TABLE 601) AUTOMATIC SPRINKLER SYSTEM OCCUPANCYLOAD (TABLE 1004.1.2): 2,092 SF AT 100 SF/ PER OCCUPANT = 30 OCCUPANTS EGRESS WIDTH PER OCCUPANT (SECTION 1005.3.2): 30 X .15 = 4.5" REQUIRED, 108" PROVIDED (THREE 36" DOORS) EXIT ACCESS TRAVEL DISTANCE: ALLOWED 300' (TABLE 1017.2) ACTUAL: 64'-7" TO EXIT A 66'-4" TO EXIT B LOCATION MAP Virginia High School League Sentara Martha -vicesO Jefferson Educa... 0 / Sentara Martha Jefferson Hospi.,. 2 OH e lson pk'r"I i na Kehabilitative Services Depart... Glenorchy Hilton Garden Inn Charlottesvi... \G (:DNatural Retreats US Jefferson FK'^" ACAC\) FedEx DOrop Box ���//// Greenberry's Coffee WI - Martha 1... 1 O® The American Board of Urology 124 ® 2021 TomTom 9 Open&reeiMap Comfort InnO Monticello 124 rght' AN ADD ALTERNATE 1. CONTRACTOR TO PROVIDE PRICING FOR SHAW CONTRACT; 4372V INLET 11; 721155 REFUGE; 9" X 48" LUXURY VINYL TILE AS ALTERNATE TO LVT-1 PRODUCT. DESCRIPTION OF WORK INTERIOR IMPROVEMENTS TO EXISTING OFFICE SPACE. division nine DESIGNS PLASTIC & RECONSTRUCTIVE SURGERY CHARLOTTESVILLE PLASTIC SURGERY PLLC PETER JEFFERSON PLACE II 630 PETER JEFFERSON PARKWAY, SUITE 100 & 120 CHARLOTTESVILLE, VA 22911 TENANT IMPROVEMENTS PROJECT NUMBER: 22032 DRAWING ISSUE: FOR REVIEW AND PRICING: REVISION 1: COVER SHEET 06.30.2022 07.20.2022 G1.1 GENERAL CONDITIONS 1. ALL WORK SHALL BE IN ACCORDANCE WITH VIRGINIA UNIFORM STATEWIDE CONSTRUCTION CODE 2018 (USBC) AND VIRGINIA REHABILITATION CODE 2015 (VRC) AND AIA A201 GENERAL CONDITIONS (LATEST EDITION). 2. THESE DOCUMENTS REFLECT CONDITIONS REASONABLY INTERPRETED FROM THE EXISTING VISIBLECONDITIONS,OR FROM DRAWINGS OR INFORMATION FURNISHED BY THE OWNER. THE CONTRACTOR SHALL VISIT THE SITE AND BE RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND THEIR IMPACT ON THE SCOPE OF THE WORK. ANY DISCREPANCIES BETWEEN EXISTING AND INDICATED CONDITION SHALL BE REPORTED IMMEDIATELY TO DIVISION 9 DESIGNS AND BUILDING OWNER. WORK SHALL PROCEED ONLY WITH THE APPROVAL OF DIVISION 9 DESIGNS AND BUILDING OWNER. 3. SHOULD THE CONTRACTOR REQUIRE ANY ADDITIONAL DETAILS OR VERBAL CLARIFICATION NECESSARY FOR THE PROPER EXECUTION OF THE WORK, A WRITTEN REQUEST FOR INFORMATION SHALL BE SUBMITTED TO DIVISION 9 DESIGNS AND BUILDING OWNER IN A TIMELY MANNER SO AS NOT TO IMPEDE THE PROJECT SCHEDULE. 4. THE CONTRACTOR SHALL PAY FOR AND SECURE PERMITS, FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK UNLESS OTHERWISE INSTRUCTED BY DIVISION 9 DESIGNS AND/OR BUILDING OWNER. 5. THE CONTRACTOR SHALL CARRY ALL INSURANCE REQUIRED IN ARTICLE 11 OF AIA 201, MOST RECENT ADDITION. THE CONTRACTOR SHALL FILE CERTIFICATES OF INSURANCE ACCEPTABLE TO THE OWNER PRIOR TO THE COMMENCEMENT OF THE WORK. 6. THE CONTRACTOR SHALL BE AFFORDED ACCESS TO THE BUILDING IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE BUILDING MANAGEMENT. THE REASONABLE USE OF THE BUILDING WATER, ELECTRICITY AND HVAC AS REQUIRED FOR THE EXECUTION OF THE WORK IS AVAILABLE TO THE CONTRACTOR AT NO CHARGE TO THE CONTRACTOR. THE CONTRACTOR MAY USE THE TOILET ROOMS AS DIRECTED BY THE BUILDING MANAGEMENT. 7. CONTRACTOR SHALL INSTALL AND/OR CONSTRUCT ALL PRODUCTS AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND INDUSTRY STANDARDS. 8. ALL MATERIALS SHALL BE AS INDICATED IN THE DOCUMENTS. NO SUBSTITUTION ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL OF DIVISION 9 DESIGNS AND THE BUILDING MANAGEMENT WILL BE ACCEPETED. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING WORK. ANY DAMAGE TO EXISTING WORK CAUSED AS A RESULT OF THE EXECUTION OF THIS PROJECT SHALL BE REPAIRED BY THE GENERAL CONTRACTOR, AS REQUIRED AT THE SOLE EXPENSE OF THE GENERAL CONTRACTOR. 10. THE CONTRACTOR SHALL SECURE THE CONSTRUCTION AREA AND RESTRICT ACCESS TO AUTHORIZED PERSONNEL ONLY. 11. UNLESS INSTRUCTED OTHERWISE BY THE OWNER'S AGENT, THE REMOVAL AND DISPOSAL OF DEMOLITION AND/OR CONSTRUCTION MATERIAL SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE FREE AND CLEAR OF ALL DEBRIS THROUGHOUT THE COURSE OF THE PROJECT. UPON COMPLETION OF THE WORK, THE ENTIRE CONSTRUCTION AREA INCLUDING THE INTERIOR FACE OF GLAZING IS TO BE THOROUGHLY CLEANED. 12. THE ELECTRICAL, PLUMBING, MECHANICAL AND FIRE PROTECTION WORK REPRESENTED IN THESE DOCUMENTS IS INTENDED TO SHOW THE GENERAL ARRANGEMENT AND LOCATION OF EXISTING AND PROPOSED FIXTURES AND ACCESSORIES. THE CONTRACTOR SHALL MODIFY EXISTING ELECTRICAL, PLUMBING, MECHANICAL AND FIRE PROTECTION SYSTEMS AS REQUIRED TO ACCOMMODATE THE NEW LAYOUT AND AS REQUIRED TO MEET ALL APPLICABLE BUILDING CODES. 13. STRUCTURAL AND MEP DRAWINGS BY OTHER. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL ENGINEERS PROVIDING DESIGN AND SPECIFICATION INFORMATION FOR THE MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS. 14. THE CONTRACTOR SHALL PROVIDE'AS BUILT' DRAWINGS FOR THE OWNER'S RECORDS INDICATING ANY AND ALL MODIFICATIONS TO MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION WORK. DRAWINGS SHALL BE REPRODUCIBLE, AND SHALL BE DATED AND SIGNED BY THE CONTRACTOR AND APPROPRIATE SUB -CONTRACTOR. 15. ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION OF THE WORK. THIS GUARANTEE SHALL COVER ALL WORK OF THE GENERAL CONTRACTOR AND SUB -CONTRACTORS. ANY DEFECTS IDENTIFIED DURING THE GUARANTEE PERIOD SHALL BE REPAIRED, AS REQUIRED, AT NO ADDITIONAL COST TO THE OWNER. 16. TEST ALL SYSTEMS PRIOR TO CLOSE-OUT TO ENSURE ALL SYSTEMS ARE WORKING PROPERLY. COORDINATION OF WORK THE GENERAL CONTRACTOR SHALL: 1. COORDINATE THE WORK OF ALL TRADES. 2. PREPARE COORDINATION DRAWINGS FOR AREAS ABOVE CEILINGS WHERE CLOSE TOLERANCES ARE REQUIRED BETWEEN BUILDING ELEMENTS AND MECHANICAL AND ELECTRICAL WORK. 3. VERIFY LOCATION OF UTILITIES AND EXISTING CONDITIONS. NOTIFY DIVISION 9 DESIGNS AND BUILDING MANAGEMENT OF CONDITIONS DIFFERING FROM THOSE INDICATED ON THE DRAWINGS. 4. VERIFY DIMENSIONS ON DRAWINGS WITH DIMENSIONS AT THE PROJECT SITE. CONSTRUCTION DOCUMENTS SHALL NEVER BE SCALED. 5. SURVEY AND LAYOUT ALL IMPROVEMENTS, UTILITIES, STRUCTURES AND MISCELLANEOUS COMPONENTS. 6. NO CONSTRUCTION ACTIVITIES SHALL INTERFERE WITH THE SAFETY AND OPERATION OF THE BUILDING OR INTERFERENCE WITH OTHER TENANTS. SUBMITTALS 1. WITHIN FIVE DAYS OF THE AWARD OF THE CONTRACT, THE CONTRACTOR SHALL SUBMIT TO DIVISION 9 DESIGNS AND BUILDING MANAGEMENT A SCHEDULE SHOWING THE SEQUENCE IN WHICH THE CONTRACTOR PROPOSES TO CARRY OUT THE WORK. WHERE APPLICABLE, THE SCHEDULE SHALL TAKE INTO ACCOUNT ANY PHASING REQUIREMENTS SUBMITTED BY THE OWNER AND TENANT, AND AS DESCRIBED IN THE CONSTRUCTION SET. EACH MAJOR CONSTRUCTION TASK IS TO BE IDENTIFIED WITH PROJECTED START AND FINISH DATES. CRITICAL ITEMS, LEAD TIMES AND EVENTS ARE TO BE INDICATED. PROJECT SCHEDULE IS TO BE UPDATED AT LEAST EVERY TWO WEEKS. 2. WHERE REQUIRED ELSEWHERE IN THESE DOCUMENTS, OR AS DIRECTED BY DIVISION 9 DESIGNS, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SAMPLES OF ALL MATERIALS AND GOODS TO BE INCORPORATED IN THE WORK. 3. SUBMITTALS SHALL INCLUDE THREE SAMPLES OR SET OF SAMPLES AS INDICATED ABOVE AND/OR SCALE COPIES OF MANUFACTURER'S PRODUCT DATA. FOR SHOP DRAWING SUBMITTALS OF THREE SHEETS OR MORE, PROVIDE A MINIMUM OF TWO PRINTS. ALLOW TWO WEEKS FOR REVIEW/ APPROVAL. THE CONTRACTOR SHALL REVIEW ALL DRAWINGS AND PRODUCT DATA FOR COMPLIANCE WITH THE DOCUMENTS, PRIOR TO DIVISION 9 DESIGNS' REVIEW. QUALITY ASSURANCES THE GENERAL CONTRACTOR SHALL: 1. SHALL COMPLY WITH APPLICABLE CODES, REGULATIONS, ORDINANCES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION, INCLUDING ACCESSIBILITY GUIDELINES WHERE APPLICABLE. SUBMIT COPIES OF INSPECTION REPORTS, NOTICES AND SIMILAR DOCUMENTS TO DIVISION 9 DESIGNS AND BUILDING MANAGEMENT. 2. SHALL PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. 3. SHALL USE EXPERIENCED INSTALLERS, FURNISH EVIDENCE OF EXPERIENCE IF REQUESTED. 4. SHALL DELIVER, HANDLE AND STORE MATERIALS IN STRICT ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS. 5. SHALL ENGAGE AND PAY FOR TESTING AGENCIES AS REQUIRED. 6. SHALL PROVIDE A LIST OF ALL SUPPLIERS AND SUB -CONTRACTORS EMPLOYED TO PERFORM WORK ON THE JOB TO DIVISION 9 DESIGNS AND BUILDING MANAGEMENT PRIOR TO THE START OF WORK. ALL SUPPLIERS AND SUB -CONTRACTORS ARE SUBJECT TO OWNER'S APPROVAL. PROJECT MEETINGS THE GENERAL CONTRACTOR SHALL: 1. ARRANGE A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF CONSTRUCTION. MEETING SHALL BE ATTENDED BY DIVISION 9 DESIGNS, CONTRACTOR, MAJOR SUB -CONTRACTORS AND BUILDING MANAGEMENT. 2. ARRANGE FOR PROGRESS MEETINGS AS REQUIRED DURING CONSTRUCTION. PRIOR TO APPLICATION FOR PAYMENT, THE CONTRACTOR SHALL RECORD THE MINUTES OF EACH MEETING AND DISTRIBUTE COPIES TO THE ATTENDEES PROMPTLY. PROJECT CLOSEOUT THE GENERAL CONTRACTOR SHALL: 1. PREPARE A PUNCHLIST OF WALL WORK REMAINING TO BE COMPLETED FOR REVIEW BY DIVISION 9 DESIGNS. 2. COMPLETE PUNCHLIST ITEMS PROMPTLY AT NO ADDITIONAL EXPENSE TO THE OWNER. 3. SUBMIT ACCURATE RECORD DOCUMENTS OF THE BUILDING AND SITE. 4. SUBMIT TO THE OWNER ALL OPERATING MANUALS, MAINTENANCE MANUALS AND WARRANTY INFORMATION RELEVANT TO THE PROJECT. 5. OBTAIN AND SUBMIT COPIES OF OCCUPANCY PERMITS. 6. TRAIN OWNER IN USE OF ALL NEW OR UPGRADED BUILDING SYSTEMS. 7. REMOVE TEMPORARY FACILITIES AND PROVIDE FINAL CLEANING AND TOUCH-UP. 8. RESTORE PORTIONS OF BUILDING SITE IMPROVEMENTS, LANDSCAPING AND OTHER ITEMS DAMAGED BY CONSTRUCTION OPERATIONS TO THE SATISFACTION OF BUILDING MANAGEMENT AT NO ADDITIONAL EXPENSE TO THE OWNER OR TENANT. GENERAL CONSTRUCTION NOTES 1. ALL PENETRATIONS THROUGH FLOOR SLABS, SUCH AS PIPING, CONDUITS, DUCTS, PNEUMATIC TUBES, ETC., SHALL BE PACKED AND SEALED WITH APPROPRIATE FIRE -RATED MATERIAL IN COMPLIANCE WITH APPLICABLE BUILDING CODES. PENETRATIONS SHALL BE SEALED WATER TIGHT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ADEQUATE SHORING AND BRACING REQUIRED FOR THE PROPER EXECUTION OF ALL WORK. 3. NEW WORK EXTENDING EXISTING CONDITIONS SHALL ALIGN WITH AND MATCH EXISTING WORK EXCEPT WHERE OTHERWISE DIMENSIONED OR DETAILED. 4. STRUCTURAL STUDS SHALL BE USED WHEREVER NON SELF-SUPPORTING WALL -HUNG FIXTURES, EQUIPMENT OR CABINETRY OCCURS. INSTALL BLOCKING IN ACCORDANCE WITH TYPICAL BLOCKING DETAIL. BRACE ALL PARTITIONS AS REQUIRED. CUTTING AND PATCHING THE GENERAL CONTRACTOR: 1. SHALL PROVIDE CUTTING AND PATCHING WORK TO PROPERLY COMPLETE THE PROJECT. 2. SHALL NOT REMOVE OR ALTER STRUCTURAL COMPONENTS WITHOUT PRIOR WRITTEN APPROVAL OF DIVISION 9 DESIGNS AND BUILDING MANAGEMENT. 3. SHALL CUT WITH TOOLS APPROPRIATE FOR ALL MATERIALS TO BE CUT. 4. SHALL USE MATERIALS AND METHODS WHICH PRODUCE A PATCH WHICH IS NOT VISIBLE FROM A DISTANCE OF FOUR FEET. 5. SHALL NOT CUT AND PATCH IN A MANNER WHICH WOULD RESULT IN A FAILURE OF THE WORK TO PERFORM AS INTENDED, DECREASE FIRE PERFORMANCE, DECREASE ACOUSTICAL PERFORMANCE, DECREASE ENERGY PERFORMANCE, DECREASE OPERATIONAL LIFE OR DECREASE SAFETY FACTORS. GENERAL GYPSUM WALLBOARD NOTES 1. ALL VERTICAL AND HORIZONTAL EXTERNAL CORNERS OF GYPSUM WALLBOARD SHALL HAVE CORNER REINFORCEMENTS PROVIDED. INSTALL CORNER BEADS WITH SUITABLE FASTENERS SPACED 9" ON CENTER MAXIMUM. INSTALL CASING BEADS WHERE GYPSUM SURFACES TERMINATE OR MEET DISSIMILAR MATERIALS. FEATHER OUT EDGE WITH JOINT COMPOUND TO FLUSH FINISH. 2. ALL JOINTS, SCREWS OR OTHER DEPRESSIONS IN SURFACE OF GYPSUM WALLBOARD SHALL BE TREATED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS USING TAPE SYSTEM SPECIFIED. ALL JOINTS, EXCEPT AS OTHERWISE NOTED, SHALL BE TAPED, BEDDED, SANDED SMOOTH AND READIED FOR A FINISHED WALL TREATMENT. FINISHED JOINTS SHALL BE NOT LESS THAN 14" IN WIDTH. JOINTS OF WALLBOARD ABOVE CEILING ARE REQUIRED TO BE TAPED ONLY, UNLESS OTHERWISE REQUIRED BY FIRE OR SOUND RATINGS. 3. FINISHED DRYWALL CONSTRUCTION SHALL BE FREE OF NOTICEABLE DEFECTS WHICH INCLUDE JOINT RIDGING, STARVED JOINTS, BOARD EDGES DAMAGED OR OUT OF PLACE, JOINT BLISTERS, NAIL POPS, PIN HOLES IN JOINT TREATMENT OR ANY OTHER VISIBLE DEFECTS. FINISH WALLS SHALL BE TRUE TO LINE, SMOOTH AND READY TO RECEIVE FINISH MATERIAL. 4. PATCH AND REPAIR SURFACES BLEMISHES AND CRACKS IN EXISTING GYPSUM WALLBOARD WALLS, SILLS AND/OR SOFFITS WITHIN THE CONSTRUCTION AREA. PREPARE AS REQUIRED FOR SCHEDULED FINISH. 5. ALL GYPSUM PANEL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH GYPSUM ASSOCIATION DOCUMENT GA-216-2007'APPLICATION AND FINISHING OF GYPSUM PANEL PRODUCTS'. REFERENCES TO LEVELS OF GYPSUM BOARD FINISH ARE PER GYPSUM ASSOCIATION DOCUMENT GA-214-2007'RECOMMENDED LEVELS OF GYPSUM BOARD FINISH'. 6. CONTROL JOINTS: PLACE CONTROL JOINTS CONSISTENT WITH LINES OF BUILDING SPACES AND AS INDICATED BUT NOT MORE THAN 30 FEET APART ON WALLS AND CEILINGS OVER 50 FEET LONG. 7. WALL BOARD: PAPER -FACED GYPSUM WALLBOARD AS DEFINED AS ASTM C 13961C 1396M; SIZES TO MINIMIZE JOINTS IN PLACE; ENDS SQUARE CUT. 8. ACOUSTIC ATTENUATION: STC OF 45-49 CALCULATED IN ACCORDANCE WITH ASTM E 413, BASED ON TESTS CONDUCTED IN ACCORDANCE WITH ASTM E 90. 9. FINISH GYPSUM BOARD IN ACCORDANCE WITH LEVELS DEFINED IN ASTM C 840, AS FOLLOWS: A. LEVEL 4: WALLS AND CEILING TO RECEIVE PAINT FINISH OR WALL COVERINGS, UNLESS OTHERWISE INDICATED. B. LEVEL 1: FIRE RATED WALL AREAS ABOVE FINISHED CEILINGS, WHETHER OR NOT ACCESSIBLE IN THE COMPLETED CONSTRUCTION. C. TAPE, FILL AND SAND EXPOSED JOINTS, EDGES AND CORNERS TO PRODUCE SMOOTH SURFACE READY TO RECEIVE FINISHES. D. FEATHER COATS OF JOINT COMPOUND SO CAMBER IS MAXIMUM 1/32 INCH. E. MAXIMUM VARIATION OF FINISHED GYPSUM BOARD SURFACE FROM TRUE FLATNESS: 118 INCH IN 10 FEET IN ANY DIRECTION. 10. BOARD INSTALLATION A. COMPLY WITH ASTM C 840, GA-216 AND MANUFACTURER'S INSTRUCTIONS. INSTALL TO MINIMIZE BUTT END JOINTS, ESPECIALLY IN HIGHLY VISIBLE LOCATIONS. B. FIRE -RATED CONSTRUCTION: INSTALL GYPSUM WALLBOARD IN STRICT COMPLIANCE WITH REQUIREMENTS OF ASSEMBLY LINING. 11. PROVIDE COMPLETED ASSEMBLIES COMPLYING WITH ASTM C 840 AND GA-216. GENERAL PARTITION NOTES 1. REFERENCE STANDARDS A. AISI SG02-1- NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS; AMERICAN IRON AND STEEL INSTITUTE; 2001 WITH 2O04 SUPPLEMENT. (REPLACED SG-971). B. ASTM A 653/A 653M - STANDARD SPECIFICATION FOR STEEL SHEET, ZINC -COATED (GALVANIZED) OR ZINC -IRON ALLOY -COATED (GALVANNEALED) BY THE HOT -DIP PROCESS; 2007. C. ASTM C 475/C 475M - STANDARD SPECIFICATION FOR JOINT COMPOUND AND JOINT TAPE FOR FINISHING GYPSUM BOARD; 2002 (REAPPROVED 2007). D. ASTM C 645 - STANDARD SPECIFICATION FOR NON-STRUCTURAL STEEL FRAMING MEMBERS; 2007. E. ASTM C 665 - STANDARD SPECIFICATION FOR MINERAL -FIBER BLANKET THERMAL INSULATION FOR LIGHT FRAME CONSTRUCTION AND MANUFACTURED HOUSING; 2006. F. ASTM C 754 - STANDARD SPECIFICATION FOR INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW ATTACHED GYPSUM PANEL PRODUCTS; 2007. G. ASTM C 840 - STANDARD SPECIFICATION FOR APPLICATION AND FINISHING OF GYPSUM BOARD; 2007. H. ASTM C 954 - STANDARD SPECIFICATION FOR STEEL DRILL SCREWS FOR TEH APPLICATION OF GYPSUM PANEL PRODUCTS OR METAL PLASTER BASES TO STEEL STUDS FROM 0.033 IN. (0.84 MM) TO 0.112 IN. (2.84 MM) IN THICKNESS; 2007. I. ASTM C 1002 - STANDARD SPECIFICATION FOR STEEL SELF -PIERCING TAPPING SCREWS FOR THE APPLICATION FOR GYPSUM PANEL PRODUCTS OR METAL PLASTER BASES TO WOOD STUDS OR STEEL STUDS; 2007. J. ASTM C 1047 - STANDARD SPECIFICATION FOR ACCESSORIES FOR GYPSUM WALLBOARD AND GYPSUM VENEER BASE; 2005. K. ASTM C 1396/C 1396M - STANDARD SPECIFICATION FOR GYPSUM BOARD; 2006A. L. ASTM E 72 - STANDARD TEST METHODS OF CONDUCTING STRENGTH TESTS OF PANELS FOR BUILDING CONSTRUCTION; 2005. M. ASTM E 90 - STANDARD TEST METHOD FOR LABORATORY MEASUREMENT OF AIRBORNE SOUND TRANSMISSION LOSS OF BUILDING PARTITIONS AND ELEMENTS; 2004. N. ASTM E 413 - CLASSIFICATION FOR RATING SOUND INSULATION; 2004. 0. GA-216 - APPLICATION AND FINISHING OF GYPSUM BOARD; GYPSUM ASSOCIATION; 2007. P. ILL (FRD) - FIRE RESISTANCE DIRECTORY; UNDERWRITERS LABORATORIES INC.; CURRENT EDITION. 2. ALL DIMENSIONS FOR PARTITIONS ARE TO FACE OF FINISH UNLESS INDICATED OTHERWISE. SEE DOCUMENTS FOR PARTITION TYPES. 3. CONTACT DIVISION 9 DESIGNS FOR REVIEW OF PARTITION LAYOUTS AFTER PARTITIONS HAVE BEEN CHALKED AT THE FLOOR SLAB AND PRIOR TO THEIR INSTALLATION. NOTIFY DIVISION 9 DESIGNS A MINIMUM OF 48 HOURS PRIOR TO THE SCHEDULED REVIEW. THE PURPOSE OF THIS REVIEW IF FOR FIELD COORDINATION ONLY. COMPLIANCE WITH THE DIMENSIONAL REQUIREMENTS AS SET FORTH WITHIN THE DOCUMENTS IS THE RESPONSIBILITY OF THE CONTRACTOR. 4. ALL PARTITIONS SPECIFIED TO TERMINATE AT THE CEILING GRID SHALL BE CONSTRUCTED SUCH THAT THE TOP OF THE PARTITION IS FLUSH WITH THE BOTTOM EDGE OF THE GRID. IF APPROPRIATE, CEILING TILE SHALL BE RABBETED TO FIT THE TOP OF THE PARTITION AND ENSURE A CLEAN INSTALLATION. 5. FIELD VERIFY VERTICAL SPAN OF ALL PARTITIONS. CONFIRM MANUFACTURER'S SPAN LIMITS, SPACING AND GAUGE OF METAL STUDS PRIOR TO ERECTION. ALL PARTITIONS SHALL CONFORM TO ASTM C 754. DEFLECTION SHALL NOT EXCEED L/240 FOR GYPSUM BOARD WITH VENEERED FINISHES SUCH AS TILE 6. ALL FIRE RATED ASSEMBLIES SHALL BE LABELED PER SECTION 701.2 OF THE VIRGINIA CONSTRUCTION CODE. PROVIDE MINIMUM 2" HIGH STENCILED LETTERING ABOVE CEILING ON BOTH SIDES OF RATED ASSEMBLIES AT MINIMUM OF 8 FT. INTERVALS IDENTIFYING THE ASSEMBLY TYPE AND HOURLY RATING. 7. METAL FRAMING MATERIALS A. NON-LOADBEARING FRAMING SYSTEM COMPONENTS: ASTM C 645; GALVANIZED SHEET STEEL, OF SIZE AND PROPERTIES NECESSARY TO COMPLY WITH ASTM C 754 FOR THE SPACING INDICATED, WITH MAXIMUM DEFLECTION OF WALL FRAMING OF 1_/240 AT 5 PSF. 1. EXCEPTION: THE MINIMUM METAL THICKNESS AND SECTION PROPERTIES REQUIREMENTS OF ASTM C 645 ARE WAIVED PROVIDED STEEL OF 40 KSI MINIMUM YIELD STRENGTH IS USED, THE METAL IS THICKNESS AND MAXIMUM STUD HEIGHTS ARE DETERMINED BY TESTING IN ACCORDANCE WITH ASTM E 72 USING ASSEMBLIES SPECIFIED BY ASTM C 754. 2. STUDS: 'C' SHAPED WITH FLAT OR FORMED WEBS WITH KNURLED FACES. 3. RUNNERS: U SHAPED, SIZED TO MATCH STUDS. 4. CEILING CHANNELS: C SHAPED. B. CEILING HANGERS: TYPE AND SIZE AS SPECIFIED IN ASTM C 754 FOR SPACING REQUIRED. C. PARTITION HEAD TO STRUCTURE CONNECTIONS: PROVIDE MECHANICAL ANCHORAGE DEVICES WHICH ACCOMMODATE DEFLECTION USING SLOTTED HOLES, SCREWS AND ANTI -FRICTION BUSHINGS. 1. STRUCTURAL PERFORMANCE: MAINTAIN LATERAL LOAD RESISTANCE AND VERTICAL MOVEMENT CAPACITY REQUIRED BY APPLICABLE CODE, WHEN EVALUATED IN ACCORDANCE WITH AISI NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. 2. MATERIAL: ASTM A 653/A 653M STEEL SHEET, SS GRADE 50/340, WITH G602180 HOT DIPPER GALVANIZED COATING. 8. FRAMING INSTALLATION A. METAL FRAMING: INSTALL IN ACCORDANCE WITH ASTM C 754 AND MANUFACTURER'S INSTRUCTIONS. B. SUSPENDED CEILING AND SOFFITS: SPACE FRAMING AND FURRING MEMBERS AS INDICATED. 1. LEVEL CEILING SYSTEM TO A TOLERANCE OF 1/1200. 2. LATERALLY BRACE ENTIRE SUSPENSION SYSTEM. C. STUDS: SPACE STUDS AS PERMITTED BY STANDARD. 1. EXTEND PARTITION FRAMING TO STRUCTURE WHERE INDICATED AND TO CEILING IN OTHER LOCATIONS. 2. PARTITIONS TERMINATING AT CEILING: ATTACH CEILING RUNNER SECURELY TO CEILING TRACK IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3. PARTITIONS TERMINATING AT STRUCTURE: ATTACH TOP RUNNER TO STRUCTURE, MAINTAIN CLEARANCE BETWEEN TOP OF STUDS AND STRUCTURE AND CONNECT STUDS TO TRACK USING SPECIFIED MECHANICAL DEVICES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS; VERIFY FREE MOVEMENT OF TOP OF STUD CONNECTIONS; DO NOT LEAVE STUDS UNATTACHED TO TRACK. 9. ACCESSORIES A. ACOUSTIC INSULATION: ASTM C 665; PREFORMED GLASS FIBER, FRICTION FIT TYPE, UNFACED. THICKNESS: 2 INCH. B. ACOUSTIC SEALANT: NON -HARDENING, NON -SKINNING FOR USE IN CONJUNCTION WITH GYPSUM BOARD. C. FINISHING ACCESSORIES: ASTM C 1047, GALVANIZED STEEL OR ROLLED ZINC, UNLESS OTHERWISE NOTED. D. TYPES: AS DETAILED OR REQUIRED FOR FINISHED APPEARANCE. E. SPECIAL SHAPES: IN ADDITION TO CONVENTIONAL CORNERBEAD AND CONTROL JOINTS, PROVIDE U-BEAD AT EXPOSED PANEL EDGES. F. JOINT MATERIALS: ASTM C 475 AND AS RECOMMENDED BY GYPSUM BOARD MANUFACTURER FOR PROJECT CONDITIONS. G. SCREWS FOR ATTACHMENT TO STEEL MEMBERS LESS THAN 0.03 INCH IN THICKNESS, TO WOOD MEMBERS AND TO GYPSUM BOARD: ASTM C 1002; SELF -PIERCING TAPPING TYPE; CADMIUM -PLATED FOR EXTERIOR LOCATIONS. H. SCREWS FOR ATTACHMENT TO STEEL MEMBERS FROM 0.033 TO 0.112 INCH IN THICKNESS: ASTM C 954; STEEL DRILL SCREWS FOR APPLICATION OF GYPSUM BOARD TO LOADBEARING STEEL STUDS. GENERAL FINISH NOTES 1. ALL FINISHES AND MATERIALS SHALL BE AS INDICATED IN THE DOCUMENTS. NO SUBSTITUTIONS WILL BE ACCEPTED WITHOUT PRIOR APPROVAL OF DIVISION 9 DESIGNS AND BUILDING MANAGEMENT. THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING MANAGEMENT FOR A LIST OF ACCEPTABLE BUILDING STANDARD FINISHES WHEN APPLICABLE. 2. SURFACES TO RECEIVE FINISH WORK SHALL BE PREPARED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. IF SURFACES ARE NOT ACCEPTABLE TO RECEIVE A FINISH, THE GENERAL CONTRACTOR SHALL HAVE SURFACES CORRECTED BEFORE PROCEEDING WITH APPLICATION OF SPECIFIED FINISH. 3. WITH REGARD TO PAINTED SURFACES, THE NUMBER OF COATS SPECIFIED IS THE MINIMUM NUMBER REQUIRED. APPLY ADDITIONAL FINISH COATS WHEN UNDER COATS, STAINS OR OTHER CONDITIONS SHOW THROUGH THE APPLIED COAT OF PAINT. PAINT FILM SHALL BE OF UNIFORM THICKNESS, TEXTURE, COLOR AND APPEARANCE. AT EXISTING WORK, APPLY TWO COATS OF PAINT. AT NEW WORK, APPLY PRIME COAT AND TWO FINISH COATS. PAINT TYPE SHALL BE COMPATIBLE WITH SURFACE OR MATERIAL UPON WHICH IT IS APPLIED. 4. ALL MISCELLANEOUS GRILLES, PLATES OR OTHER SUCH ITEMS OCCURRING IN WALLS OR CEILINGS SHALL BE FINISHED TO MATCH THE SURFACE WHERE THEY OCCUR, UNLESS INDICATED OTHERWISE. 5. WHERE FLOOR FINISHES MEET, FLASH PATCH AS REQUIRED SO THAT THE FINISHED HEIGHTS ARE FLUSH. GENERAL MILLWORK & CASEWORK NOTES 1. SUBMIT SHOP DRAWINGS FOR ALL CABINETRY AND MILLWORK TO DIVISION 9 DESIGNS FOR REVIEW/ APPROVAL PRIOR TO THE FABRICATION. SHOP DRAWINGS SHALL INDICATE THE DESIGN DIMENSIONS AND CLEARLY ILLUSTRATE IN LARGE SCALE THE CONSTRUCTION OF THE VARIOUS COMPONENTS, METHODS OF ASSEMBLY, THICKNESS OF MATERIALS, FINISHES, REINFORCEMENTS, HARDWARE AND ALL OTHER PERTINENT DATA AND INFORMATION. SUBMIT SHOP DRAWINGS WITH JOINTING AND SPECIAL DETAILS IN FULL SCALE, SHOW COMPLETE INFORMATION CONCERNING FABRICATION, MATERIALS, FINISH ATTACHMENT, HARDWARE AND ANY OTHER INFORMATION AS REQUESTED. 2. CASEWORK CONSTRUCTION AS INDICATED IN THE DOCUMENTS SHALL BE IN ACCORDANCE WITH A.W.I. QUALITY STANDARDS FOR FLUSH OVERLAY CONSTRUCTION. SUB -SURFACE TO BE CONSTRUCTED USING CUSTOM GRADE STANDARDS. VENEER TO BE CONSTRUCTED USING PREMIUM GRADE STANDARDS. 3. ALL CASEWORK SHALL BE SHOP ASSEMBLED. CASEWORK MAY BE ASSEMBLED IN COMPONENT UNITS WITH PROVISIONS MADE FOR FIELD CONNECTING. SHOP DRAWINGS MUST INDICATE UNITIZING OF CABINET CONSTRUCTION. 4. CASEWORK CONSTRUCTION SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: A. ALL ENDS, DIVIDERS, TOPS, RAILS, BOTTOMS, DOORS AND DRAWER FRONTS SHALL BE OF 3/4" M.C.P. CONSTRUCTION UNLESS NOTED OTHERWISE. COMPONENTS SUBJECT TO WATER EXPOSURE SHALL BE FABRICATED OF 3/4" PLYWOOD. B. CABINET BACKS SHALL BE OF 3/4" M.C.P. BOARD. C. SHELVING UP TO 3 FEET LONG SHALL BE OF 3/4" M.C.P. BOARD. LENGTHS 3 FEET AND GREATER SHALL BE OF 1" PLYWOOD. D. DRAWER BACKS, SIDES AND SUBFRONTS SHALL BE OF 1/2" M.C.P. BOARD. E. ALL UPPER CABINETS SHALL HAVE (2) ADJUSTABLE SHELVES AND LOWER CABINETS SHALL HAVE (1) ADJUSTABLE SHELF UNLESS NOTED OTHERWISE. F. EXPOSED SURFACES SHALL BE FINISHED WITH HIGH PRESSURE PLASTIC LAMINATE UNLESS NOTED OTHERWISE. SEMI -EXPOSED SURFACES SHALL BE FINISHED WITH MELAMINE FILM U.N.O. COUNTERTOPS SHALL BE HIGH PRESSURE PLASTIC LAMINATE FINISH U.N.O. LAMINATE AND MELAMINE COLORS AND FINISHES SHALL BE AS INDICATED IN THE DOCUMENTS. 5. PAIRS OF CABINET DOORS SHALL NOT EXCEED 4'-0" IN WIDTH. ALL CABINETS DOORS TO BE OF EQUAL WIDTH, UNLESS NOTED OTHERWISE. 6. PREPARE CASEWORK FOR ELECTRICAL, MECHANICAL OR PLUMBING EQUIPMENT. VERIFY SIZES OF EQUIPMENT (I.E. ICE MAKER, REFRIGERATOR, ETC) TO ENSURE PROPER CLEARANCES. NOTIFY DIVISION 9 DESIGNS OF ANY DISCREPANCIES PRIOR TO FABRICATION. COORDINATE ELECTRICAL, MECHANICAL AND PLUMBING WORK AT CASEWORK WITH CASEWORK CONSTRUCTION. 7. CABINET DOORS SHALL UTILIZE EUROPEAN (CONCEALED) HINGES SET FOR 90 DEGREE OPENING. DOORS AND DRAWERS SHALL HAVE WIRE PULLS. SEE DOCUMENTS FOR FINISH. PROVIDE SILENCERS AT ALL CABINET DOORS. GENERAL MECHANICAL NOTES 1. CONTRACTOR TO PROVIDE MECHANICAL AND PLUMBING DRAWINGS. MASTER TRADE SIGNATURE ACCEPTABLE FOR THIS PROJECT IF APPROVED BY A.H.J. 2. THERMOSTAT LOCATIONS TO BE APPROVED BY DIVISION 9 DESIGNS AND BUILDING MANAGEMENT BEFORE INSTALLATION. GENERALLY, THERMOSTATS TO BE LOCATED NEXT TO LIGHT SWTICHES. ALL OPERABLE PARTS MUST COMPLY WITH ADA REACH RANGES. GENERAL SPRINKLER/FIRE SUPPRESSION NOTES 1. GENERAL CONTRACTOR TO PROVIDE DESIGN/BUILD DRAWINGS FOR SPRINKLER, FIRE ALARM AND FIRE SUPPRESSION WORK REQUIRED TO SATISFY GOVERNING AGENCY REQUIREMENTS. GENERAL POWER, VOICE & DATA NOTES 1. GENERAL CONTRACTOR TO PROVIDE ELECTRICAL DRAWINGS. MASTER TRADE SIGNATURE ACCEPTABLE FOR THIS PROJECT IF APPROVED BY A.H.J. 2. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES HAVING JURISDICTION. 3. THE ELECTRICAL CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY SUCH FEES AS MAY BE NECESSARY FOR INSPECTIONS, TESTS AND OTHER SERVICES NECESSARY FOR THE COMPLETION OF WORK. 4. CONTRACTOR SHALL VISIT THE SITE AND EXAMINE CONDITIONS OF THE PREMISES AND THE CHARACTER AND EXTENT OF WORK REQUIRED PRIOR TO SUBMISSION OF BIDS. ANY DIFFICULTIES IN COMPLYING WITH THE DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF DIVISION 9 DESIGNS BEFORE BIDDING. 5. IT IS THE INTENT OF THESE DRAWINGS AND OTHER RELATED DOCUMENTS TO SHOW THE GENERAL LAYOUT OF THE ELECTRICAL SYSTEM. THE CONTRACTOR SHALL PROVIDE FULLY ENGINEERED DRAWINGS AND SPECIFICATIONS AS REQUIRED BY ALL CODES AND ORDINANCES HAVING JURISDICTION. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL AND OTHER SERVICES AS MAY BE NECESSARY TO ACHIEVE THIS PRODUCT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF DIVISION 9 DESIGNS ANY DISCREPANCIES IN THE PLANS AND SPECIFICATIONS THAT WILL AFFECT THE WORK, PRIOR TO SUBMISSION OF BID PRICE. 6. IF DURING THE COURSE OF WORK, THE CONTRACTOR EXPERIENCES A PROBLEM WITH THE PERFORMANCE OF THE INSTALLATION RELATIVE TO THE PLANS AND SPECIFICATIONS, THE NATIONAL ELECTRICAL CODE, OTHER APPLICABLE CODES AND GOVERNING DOCUMENTS, THE CONTRACTOR SHALL BRING THE PROBLEM TO THE ATTENTION OF DIVISION 9 DESIGNS FOR RESOLUTION PRIOR TO THE EXECUTION OF THE WORK. 7. ALL MATERIAL SHALL BE NEW AND BEAR THE U.L. LABEL LISTED APPROVAL FOR ITS INSTALLED APPLICATION. 8. CIRCUIT BREAKERS USED FOR SWITCHING OF LIGHTING OR SIGN CIRCUITS SHALL BE APPROVED FOR SWITCHING DUTY AND SHALL BE MARKED'SWD' IN ACCORDANCE WITH N.E.C. ART. 240.83 (d). 9. PROVIDE'LOCKING' TYPE DEVICES ON ALL CIRCUIT BREAKERS CONNECTED TO EMERGENCY AND NIGHT LIGHTING, SIGNS, FIRE ALARM, SECURITY SYSTEMS, AFTR HOUR DEPOSIT AND AUTOMATIC TELLER MACHINES. 10. ALL SWITCHES, DUPLEX RECEPTACLES AND TELEPHONE OUTLETS TO BE FLUSH MOUNTED, THROUGHOUT UNLESS NOTED OTHERWISE. ALL DEVICES TO MATCH BUILDING STANDARD. 11. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR EXACT LOCATIONS OF HVAC EQUIPMENT WHERE APPLICABLE. 12. POWER, VOICE AND DATA PLANS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS. 13. CONSULT PLANS OF ALL OTHER TRADES FOR COORDINATION AND FOR RELATED AND ADJOINING WORK. 14. CONSULT ARCHITECTURAL DRAWINGS AND DETAILS FOR CONSTRUCTION TYPE, HEADROOM, ROOM FINISHES, CEILINGS, ETC. division nine DESIGNS PLASTIC & RECONSTRUCTIVE SURGERY CHARLOTTESVILLE PLASTIC SURGERY PLLC PETER JEFFERSON PLACE II 630 PETER JEFFERSON PARKWAY, SUITE 100 & 120 CHARLOTTESVILLE, VA 22911 TENANT IMPROVEMENTS PROJECT NUMBER: 22032 DRAWING ISSUE: FOR REVIEW AND PRICING: REVISION 1: GENERAL CONDITIONS 06.30.2022 07.20.2022 0 Gl I DEMOLITION PLAN SCALE: 1/8" = 1'-0" DEMOLITION REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" DEMOLITION PLAN LEGEND EXISTING WALLS TO REMAIN EXISTING WALLS TO BE DEMOLISHED division nine EXISTING DOOR TO REMAIN D E S I G N S w EXISTING DOOR TO BE REMOVED, SALVAGE FOR REUSE IN NEW CONSTRUCTION u h AXE:]CASEWORK TO REMAIN _____ EXISTING CASEWORK TO BE DEMOLISHED DEMOLITION PLAN GENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL BUILDING COMMON AREAS AND FINISHES FROM CONSTRUCTION TRAFFIC. CONTRACTOR SHALL REPAIR TO'AS NEW, CONDITION ANY COMMON AREAS DISTURBED BY THIS WORK. 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO DEMOLITION/CONSTRUCTION. 3. CONTRACTOR SHALL REPAIR HOLES IN EXISTING WALLS TO REMAIN. PREPARE WALLS TO RECEIVE NEW FINISH AS SCHEDULED. 4. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL DEMOLITION MATERIALS. CONTRACTOR TO COMPLY WITH EPA AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION. 5. CONTRACTOR SHALL PATCH, REPAIR AND PREPARE ALL SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED. 6. CONTRACTOR SHALL PROVIDE A PORTABLE FIRE EXTINGUISHER ON SITE AT ALL TIMES. 7. COORDINATE WITH BUILDING MANAGER REGARDING SMOKE DETECTION SYSTEM PROTECTION DURING DEMOLITION AND CONSTRUCTION. 8. CONTRACTOR SHALL MAINTAIN AND PROTECT EXISTING UTILITIES WHICH ARE TO REMAIN IN SERVICE BEFORE PROCEEDING WITH DEMOLITION. PROVIDE BYPASS CONNECTIONS TO OTHER PARTS OF THE BUILDING AS REQUIRED. 9. ALL EXISTING STRUCTURAL MEMBERS TO REMAIN UNDISTURBED UNLESS OTHERWISE NOTED. WHEN APPLICABLE PROTECT EXISTING SPRAY APPLIED FIREPROOFING ON EXISTING STRUCTURAL STEEL - PATCH ANY DAMAGED DURING CONSTRUCTION. 10. REFERENCE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR MECHANICAL, ELECTRICAL AND PLUMBING SCOPE OF WORK. DEMOLITION PLAN KEY NOTES O CONTRACTOR SHALL REMOVE FLOOR AND BASE FINISH. PREPARE FLOORS AND WALLS FOR NEW FINISHES AS SCHEDULED. O CONTRACTOR SHALL REMOVE EXISTING CASEWORK AND PLUMBING. SALVAGE SINK AND FAUCET FOR POSSIBLE REUSE IN NEW CONSTRUCTION. CAP PLUMBING AS REQUIRED. O CONTRACTOR SHALL REMOVE EXISTING IT EQUIPMENT FROM ROOM INDICATED BY THIS KEYNOTE. PULL WIRES TO SOURCE AS REQUIRED. EXISTING PLYWOOD TO REMAIN. ® CONTRACTOR SHALL REMOVE EXISTING WALL MOUNTED EQUIPMENT. PULL WIRES TO SOURCE AS REQUIRED. O EXISTING PLUMBING FIXTURES AND TOILET ACCESSORIES TO REMAIN. CONTRACTOR SHALL PROTECT DURING DEMOLITION AND CONSTRUCTION AS REQUIRED. © CONTRACTOR SHALL REMOVE PORTION OF EXISTING WALL, LEAVING 4" DRYWALL HEADER. Oj CONTRACTOR SHALL REMOVE PORTION OF EXISTING WALL TO CREATE NEW OPENING. SEE ELEVATIONS 1 AND 2/ A4.1 FOR EXTENT OF NEW OPENING. ® CONTRACTOR SHALL REMOVE EXISTING FLOOR STOP. PATCH/ FILL SLAB AS REQUIRED TO ACCEPT NEW FINISH AS SCHEDULED. O CONTRACTOR SHALL REMOVE EXISTING FLOOR STOP AND SALVAGE FOR REINSTALLATION IN NEW CONSTRUCTION. 10 EXISTING WALL STOP TO BE REMOVED. PATCH AND REPAIR WALL AND PREPARE FOR NEW FINISH AS SCHEDULED. 11 CONTRACTOR SHALL MOVE REMOVE EXISTING POWER/ DATA AS REQUIRED FOR LOCATION OF NEW CASEWORK. PULL WIRES TO SOURCE AS REQUIRED. 12 CONTRACTOR SHALL REMOVE EXISTING POWER/ DATA LOCATED AT 80±^ AFF. PATCH AND REPAIR WALL AND PREPARE FOR NEW FINSH AS SCHEDULED. 13 EXISTING CASEWORK AND PLUMBING TO REMAIN. CONTRACTOR SHALL PROTECT DURING DEMOLITION AND CONSTRUCTION AS REQUIRED. DEMOLITION REFLECTED CEILING PLAN LEGEND EXISTING BUILDING STANDARD CEILING GRID AND TILE TO REMAIN = EXISTING FIXTURE TO REMAIN PLASTIC & RECONSTRUCTIVE SURGERY CHARLOTTESVILLE PLASTIC SURGERY PLLC PETER JEFFERSON PLACE II 630 PETER JEFFERSON PARKWAY, SUITE 100 & 120 CHARLOTTESVILLE, VA 22911 TENANT IMPROVEMENTS PROJECT NUMBER: 22032 DRAWING ISSUE: r FOR REVIEW ILL 0_JJ EXISTING FIXTURE TO BE REMOVED, SALVAGE FOR REUSE IN NEW CONSTRUCTION AND PRICING: 06.30.2022 REVISION 1: 07.20.2022 Al ® EXISTING EXIT SIGN TO REMAIN DEMOLITION REFLECTED CEILING PLAN GENERAL NOTES 1. EACH SPACE TO BE SWITCHED SEPARATELY UNLESS NOTED OTHERWISE. 2. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY FIXTURE LOCATIONS 3. COORDINATE ALL FIRE SAFETY EQUIPMENT, INCLUDING EXIT SIGNS, EMERGENCY BACK-UP DEMOLITION PLANS LIGHTS, AUDIO AND ALARMS, PULLBY ALL CODES AND ORDI ANICES SUAL HAVING JUR SDICT ONOON THIS PROJECT ETC ASIWITDH CONTRACTOR. APPLICABLE AND NOTES REFER TO MEP DRAWINGS FOR EXACT LOCATION AND SPECIFICATION OF EMERGENCY EGRESS LIGHTING AND EXIT FIXTURES. DEMOLITION REFLECTED CEILING KEY NOTES Dl ■ 1 DRYWALL HEADER CREATED FROM DEMOLITION OF EXISTING WALL. SCALE: 1/8" = V-0" HEAD pu 149A1=1 DOOR FRAME DETAILS SCALE: 3" = 1'-0" DOOR SCHEDULE WALL AS SCHEDULED HOLLOW METAL FRAME APPLIED STOPS AT ZING, OFFICE SIDE _LOW METAL FRAME )R Al 5 _L SIDE OF DOOR. 1'-0" MIN. CLEAR AT PUSH SIDE OF DOOR TYPICAL DOOR PLACEMENT SCALE: 1/2" = 1'-0" NUMBER (W XIH X D) ZE MATERIAL MFME ATER AL ELEVATION HARDWARE NOTES 100 ETR ETR ETR ETR 50 - 101 ETR ETR ETR ETR 10 - 102 ETR ETR ETR ETR 20 - 103 ETR ETR ETR ETR 10 - 104 ETR ETR ETR ETR 10 - 105 ETR ETR ETR ETR 10 - 106 ETR ETR ETR ETR 10 - 107 ETR ETR ETR ETR 10 - 109 ETR ETR ETR ETR 20 - 110A 3'-0" X 8'-10" X 1 3/4" WOOD HIM A 10 DOOR RELOCATED FROM DEMOLITION. 110B ETR ETR ETR ETR 50 - 111 ETR ETR ETR ETR 40 - 112 ETR ETR ETR ETR 30 - 113 ETR ETR ETR ETR 20 - 114 ETR ETR ETR ETR 10 - 116 ETR ETR ETR ETR 20 - 117 ETR ETR ETR ETR 20 - 118 ETR ETR ETR ETR 10 - MR - TOILET ACCESSORY MOUNTING HEIGHT SCALE: 1/2" = 1'-0" T-0" 2" TYP. 2" TYP. O BUILDING STANDARD SINGLE DOOR BUILDING STANDARD DOOR ELEVATION SCALE: 1/2" = V-0" PLAN LEGEND EXISTING WALLS TO REMAIN NEW WALLS EXISTING DOOR TO REMAIN 66 NEW OR RELOCATED DOOR NEW CASEWORK F1001 ROOM NUMBER 100 DOOR NUMBER ELEVATION MARKER A4.1 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO DEMOLITION/CONSTRUCTION. 2. CONTRACTOR SHALL MAINTAIN EGRESS ROUTES FROM EXISTING BUILDING THROUGHOUT COURSE OF CONSTRUCTION. 3. DO NOT SCALE DRAWINGS - WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULT WITH THE DIVISION 9 DESIGNS TO OBTAIN CLARIFICATION PRIOR TO CONTINUING WITH CONSTRUCTION. 4. DIMENSIONS ARE FROM FINISHED FACE OF PARTITION TO FINISHED FACE OF PARTITION UNLESS OTHERWISE NOTED. 5. PATCH ALL AREAS DISTURBED BY DEMOLITION. PREPARE TO RECEIVE NEW FINISHES AS SCHEDULED. 6. ALL MECHANICAL, ELECTRICAL AND PLUMBING PENETRATIONS SHALL COMPLY WITH ASTM E814, FIRE -STOPPING DETAILS PER CURRENT CODE. 7. SEE DETAIL 4, THIS SHEET FOR TYPICAL DOOR PLACEMENT. 8. MILLWORK CONTRACTOR TO VERIFY IN FIELD ALL AREAS TO RECEIVE MILLWORK PRIOR TO BUILDING. SHOP DRAWINGS ARE TO BE PROVIDED TO BUILDING MANAGEMENT AND DIVISION 9 DESIGNS FOR APPROVAL. 9. EXISTING BUILDING STANDARDS BLINDS TO REMAIN - CONTRACTOR SHALL CLEAN BLINDS. CONTRACTOR SHALL PROVIDE BLINDS TO MATCH EXISTING ON WINDOWS WITHOUT BLINDS. 10. CONTRACTOR SHALL VERIFY AND COORDINATE DOOR FRAME WITH WALL THICKNESS. PARTITION PLAN KEY NOTES Fil CONTRACTOR SHALL PROVIDE AND INSTALL ADA SINGLE BOW HAND WASH, STAINLESS STEEL SINK WITH ADA COMPLIANT FAUCET. ALL APPROPRIATE COMPLY WITH ADA GUIDELINES. ❑2 CONTRACTOR SHALL ALIGN NEW WALL WITH EXISTING CONDITIONS AS INDICATED. WALL CONSTRUCTION TO MATCH EXISTING WALL CONSTRUCTION. �3 NOT USED. �4 CONTRACTOR SHALL INSTALL NEW 18" VERTICAL GRAB BAR TO MEET ADA REQUIREMENTS. SEE DETAIL 2, THIS SHEET. ❑5 CONTRACTOR SHALL PROVIDE AND INSTALL TOP DOWN BOTTOM UP SHADES. ❑6 CONTRACTOR SHALL ALIGN INSTALL NEW FLOOR STOP TO MATCH EXISTING ❑7 FLOOR STOP TO BE REINSTALLED FROM DEMOLITION. CONTRACTOR SHALL PROVIDE AND INSTALL ADA SINGLE BOWL, STAINLESS STEEL SINK WITH ADA COMPLIANT FAUCET. ALL APPROPRIATE PLUMBING TO COMPLY WITH ADA GUIDELINES. SINKS AND FAUCETS SALVAGED FROM DEMOLITION MAY BE REUSED IF IN GOOD WORKING CONDITION. DOOR NOTES 1. NEW DOORS TO MATCH EXISTING. 2. DOOR HARDWARE TO BE CONSISTENT THROUGHOUT SUITE, ADA COMPLIANT, LEVER STYLE, HEAVY DUTY BY SCHLAGE OR EQUAL. COORDINATE WITH BUILDING MANAGEMENT. 3. DOOR HARDWARE FINISH TO BE BUILDING STANDARD. 4. COORDINATE KEYING WITH TENANT AND BUILDING MANAGEMENT. 5. FRAMES TO BE 2" HOLLOW METAL FRAMES TO MATCH EXISTING. FRAMES SHALL BE SIZED AS REQUIRED, COORDINATE TO ACCOMMODATE DOOR HEIGHT, WIDTH AND WALL THICKNESS. 6. ALL HOLLOW METAL DOOR FRAMES TO BE PAINTED AS SCHEDULED. 7. ALL DOORS TO HAVE A MAXIMUM OF 1/8" CLEAR AT TOP AND SIDES. UNDERCUT ALL DOORS 518" AFF. COMPLETELY SEAL TOP AND BOTTOM OF ALL DOORS WITH FINISH. DOOR HARDWARE ALL HARDWARE TO MATCH IN NEW CONSTRUCTION. COORDINATE WITH BUILDING MANAGEMENT 10 PASSAGE SET 20 OFFICE LOCKSET 30 STOREROOM LOCKSET 40 PRIVACY LOCKSET 50 ENTRY LOCKSET LOCKSETS SHALL BE VERIFIED AND MATCHED THROUGHOUT SUITE (CYLINDRICAL OR MORTISSE) LEVER LOCKSET. KEYED TO BUILDING MASTER KEY, COORDINATE KEYING WITH TENANT AND BUILDING MANAGEMENT. division nine DESIGNS PLASTIC & RECONSTRUCTIVE SURGERY CHARLOTTESVILLE PLASTIC SURGERY PLLC PETER JEFFERSON PLACE II 630 PETER JEFFERSON PARKWAY, SUITE 100 & 120 CHARLOTTESVILLE, VA 22911 TENANT IMPROVEMENTS PROJECT NUMBER: 22032 DRAWING ISSUE: FOR REVIEW AND PRICING: 06.30.2022 REVISION 1: 07.20.2022 PARTITION PLAN, DOOR SCHEDULE, DETAILS AND NOTES Al ml 2 A1.2 REFLECTED CEILING PLAN LEGEND POWER, VOICE AND DATA PLAN LEGEND 1 NEW CEILING GRID - MATCH EXISTING CEILING HEIGHT DUPLEX RECEPTACLE, 20 AMP T SINGLE GANG BOX FOR VOICE & DATA CONNECTION. PROVIDE CONDUIT TO ACCESS ®O EXISTING FIXTURE TO REMAIN POINT ABOVE FINISHED CEILING. PROVIDE PULL STRINGS FROM BOX TO ACCESS POINT ABOVE CEILING F1 NEW FIXTURE TO MATCH EXISTING/ RELOCATED FROM DEMOLITION 71' QUAD RECEPTACLE W EXISTING EXIT SIGN TO REMAIN ® NEW EXIT SIGN TO MATCH EXISTING N REFLECTED CEILING PLAN GENERAL NOTES 1. WIRING DEVICES ARE TO MATCH BUILDING STANDARD. 2. EACH SPACE TO BE SWITCHED UNLESS NOTED OTHERWISE. Q3. REFER TO DESIGN/BUILD ELECTRICAL DRAWINGS FOR EMERGENCY FIXTURE LOCATIONS. 1 RESTRM EXA 1 Or OFE 4. COORDINATE ALL FIRE SAFETY EQUIPMENT, INCLUDING EXIT SIGNS, EMERGENCY BACK-UP EXAM EXAM 106M 0 LAB/ EXAM 1F7 LIGHTS, AUDIO AND VISUAL ALARMS, PULL STATIONS, ETC AS REQUIRED BY ALL APPLICABLE m1l 114 PROCEDURE CODES AND ORDINANCES HAVING JURISDICTION ON THIS PROJECT WITH CONTRACTOR. REFER TO MEP DRAWINGS FOR EXACT LOCATION AND SPECIFICATION OF EMERGENCY L�. BREAK IT/ STOR. 112 118 EGRESS LIGHTING AND EXIT FIXTURES. 110 5. PROVIDE T-BAR HOLD DOWN CLIPS ON ALL FIXTURES WHERE APPLICABLE. v7 6. SEE DESIGN/BUILD DRAWINGS FOR SPRINKLER/ FIRE SUPPRESSION PLAN. CORRIDOR CORR. JRECEPTIONj B OFFICE/ OFFICE OFFICE 113 116 EXAM EXAM EXAM 104 107 109 POWER, VOICE AND DATA PLAN SCALE: 1/8" = 1'-0" REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" POWER. VOICE AND DATA GENERAL NOTES 1. CONTRACTOR SHALL VISIT THE SITE AND EXAMINE CONDITIONS OF THE PREMISES AND THE CHARACTER AND EXTENT OF WORK REQUIRED PRIOR TO SUBMISSION OF BIDS. ANY DIFFICULTIES IN COMPLYING WITH THE DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF DIVISION 9 DESIGNS BEFORE BIDDING. 2. ALL WORK TO CONFORM WITH APPLICABLE CODES. 3. CONTRACTOR SHALL REMOVE ALL BLANK JUNCTION BOXES, BLANK COVER PLATES, COVER PLATES WITH HOLES, SYSTEMS FURNITURE JUNCTION BOXES WHICH ARE NOT USED. PATCH AND PREPARE WALLS TO RECEIVE NEW FINISHES AS SCHEDULED. 4. CONTRACTOR TO COORDINATE WITH TENANT TO SCHEDULE TENANT'S VOICE AND DATA VENDOR. 5. COVER PLATES ON WALLS SHALL BE RIGID NONMETALLIC TO MATCH THOSE EXISTING. PLATES TO BE STANDARD SIZE (OVERSIZED PLATES ARE NOT ACCEPTABLE). PROVIDE COVER PLATE ON ANY EXISTING BOXES NOT USED. 6. WIRING DEVICES ARE TO MATCH THOSE EXISTING UNLESS NOTED OTHERWISE. 7. VOICE AND DATA CABLING, TERMINATIONS AND COVER PLATES ARE BY VOICE/DATA TENANT'S VENDOR. VOICE/DATA BOXES AND PULL STRINGS SHALL BE INSTALLED BY ELECTRICAL SUB -CONTRACTOR. 8. COORDINATE MECHANICAL SYSTEM'S UTILIZATION OF A CEILING PLENUM, IF APPLICABLE, FOR RETURN AIR AS REQUIRED. ALL MATERIALS USED WITHIN CEILING PLENUM SHALL BE IN ACCORDANCE WITH APPLICABLE BUILDING CODES. 9. ALL RECEPTACLES AND/OR OUTLETS SHALL BE LOCATED 18" AFF, UNLESS NOTED OTHERWISE. 10. WHERE TWO OR MORE BOXES OCCUR IN A PARTITION TOGETHER, BOXES SHALL BE MOUNTED ADJACENT TO EACH OTHER. WHERE BOXES ARE INDICATED BACK TO BACK IN A PARTITION, STAGGER AS REQUIRED. 11. EXISTING BUILDING ELECTRICAL PANEL BOXES ARE LOCATED IN THE BUILDING ELECTRICAL AND TELEPHONE CLOSET. CONTRACTOR TO PROVIDE ADDITIONAL POWER TO MEET NEW TENANT ELECTRICAL REQUIREMENTS IF NECESSARY. 12. REMOVE EXISTING ELECTRICAL OR DATA RECEPTACLES WHERE IT MAY INTERFERE WITH NEW CONSTRUCTION. WIRES TO BE PULLED BACK TO PANEL. 13. VERIFY CONDUIT IS PROVIDED RUNNING FROM ALL EXISTING POWER, VOICE AND DATA BOXES. PROVIDE RING AND STRING IF CONDUIT DOES NOT EXIST. 14. WALL MOUNTED FIRE STROBES AND LIGHT SWITCHES TO BE LOCATED 18" FROM DOOR FRAME, WHERE APPLICABLE. 15. CENTER NEW OUTLETS ON WALL IN WHICH THEY OCCUR, UNLESS NOTED OTHERWISE. 16. AA/ VENDOR TO PROVIDE, COORDINATE AND INSTALL ALL APPLICABLE A/V EQUIPMENT AND WIRING AS NEEDED. COORDINATE EQUIPMENT SPECIFICATIONS WITH TENANT AND BUILDING MANAGEMENT. AN VENDOR TO COORDINATE INSTALLATION AND WIRING WITH CONTRACTOR. 17. TENANTS SECURITY VENDOR TO COORDINATE ALL SECURITY LOCATIONS AND POWER REQUIREMENTS WITH BUILDING MANAGEMENT AND CONTRACTOR. 18. ALL EXISTING OUTLETS TO REMAIN, UNLESS NOTED OTHERWISE. 19. SEE DESIGN/BUILD ELECTRICAL DRAWINGS FROM ENGINEER TO VERIFY ELEMENTS CONNECTED TO EMERGENCY GENERATOR. 20. CONTRACTOR TO RELOCATE EXISTING THERMOSTATS AS NECESSARY. KEEP CLEAR OF ALL EQUIPMENT, FURNITURE PANELS OR OTHER ITEMS WITH BUILDING MANAGEMENT AND TENANT. REFER TO ELECTRICAL DESIGN/BUILD MEP DRAWINGS. ALL LOCATIONS TO BE CONFIRMED WITH BUILDING ENGINEER PRIOR TO INSTALLATION. POWER, VOICE AND DATA KEY NOTES NOT USED ❑LOCATION OF TENANT'S IT EQUIPMENT. CORRDINATE WITH TENANT FOR EXACT LOCATION z AND POWER REQUIREMENTS. division nine DESIGNS PLASTIC & RECONSTRUCTIVE SURGERY CHARLOTTESVILLE PLASTIC SURGERY PLLC PETER JEFFERSON PLACE II 630 PETER JEFFERSON PARKWAY, SUITE 100 & 120 CHARLOTTESVILLE, VA 22911 TENANT IMPROVEMENTS PROJECT NUMBER: 22032 DRAWING ISSUE: FOR REVIEW AND PRICING: REVISION 1: 06.30.2022 07.20.2022 Al POWER, VOICE AND DATA AND REFLECTED CEILING PLAN AND NOTES Al I FINISH GENERAL NOTES 1. CONTRACTOR SHALL SUBMIT (3) SETS OF 8"X10" SAMPLES OF ALL FINISHES TO DIVISION 9 DESIGNS FOR APPROVAL, PRIOR TO ORDERING. , , . 2. REFER TO SHEET G1.2 FOR ADDITIONAL NOTES. division nine e 3. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH SPECIFICATIONS AND DESIGN S MANUFACTURER'S RECOMMENDATIONS. 4. CONTRACTOR SHALL COORDINATE ALL DOOR SWINGS WITH FLOOR MATERIAL FOR FREE AND CLEAR SWINGS. 5. CONTRACTOR TO FLASH PATCH ALL FLOORS AS REQUIRED TO SATISFY ALL ASSEMBLY AND INSTALLATION REQUIREMENTS. 6. FLASH PATCH AT ALL TRANSITIONS. 7. ALL VINYL WALL BASE SHALL BE PROVIDED IN CONTINUOUS RUNS. 8. ALL EXISTING DOOR FRAMES TO BE BRUSHED, SANDED AND FILLED AS REQUIRED FOR ALIKE NEW' APPEARANCE . DOORS TO BE PROPERLY PRIMED PRIOR TO RECEIVING FINAL FINISH PAINT GRADE. 9. ALL FIRE EXTINGUISHER CABINETS AND FIRE STANDPIPE CABINETS TO BE PRIMED AND PAINTED IN A SEMI -GLOSS FINISH TO MATCH THE WALL FINISH IN WHICH THEY OCCUR, UNLESS NOTED OTHERWISE. 10. CONTRACTOR TO VERIFY EXISTING CONDITION OF PERIMETER WINDOW SYSTEM SILLS AND MULLIONS AT START OF CONSTRUCTION AND REPAIR TO'LIKE NEW' CONDITION. 11. PATCH AND REPAIR WALL SURFACES AS REQUIRED TO PROVIDE SMOOTH SURFACE READY TO RECEIVE NEW FINISH AS SCHEDULED. 12. PROVIDE MINIMUM NUMBER OF (1) PRIMER COAT AND (2) FINISH COATS OF PAINT. MAXIMUM NUMBER OF PAINT COATS SHALL BE AS REQUIRED TO OBTAIN UNIFORM COLOR AND SHEEN. 13. PROVIDE ADA COMPLIANT TRANSITION STRIP AT FLOORING TRANSITIONS. RECEPTION 900 CORRIDOR 101 CORRIDOR CORR. 108 115 v Lo BUSINESS OFFICE/ OFFICE OFFICE OFFICE ME EXAM EXAM EXAM 113 116 104 107 009 FINISH PLAN SCALE: 1/8" = 1'-0" FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR BASE WALLS NOTES ALL NORTH EASTSOUTH WEST 100 RECEPTION LVT-1 VB-1 PT-1 - - - - - 101 CORRIDOR LVT-1 VB-1 PT-1 - - - - - 102 BUSINESS OFFICE LVT-1 VB-1 PT-1 - - - - - 103 EXAM LVT-1 VB-1 PT-1 - - - - - 104 EXAM LVT-1 VB-1 PT-1 - - - - - 105 EXAM LVT-1 VB-1 PT-1 - - - - - 106 EXAM LVT-1 VB-1 PT-1 107 EXAM LVT-1 VB-1 PT-1 108 CORRIDOR LVT-1 VB-1 PT-1 109 OFFICE/ EXAM LVT-1 VB-1 PT-1 110 BREAK LVT-1 VB-1 PT-1 111 RESTROOM LVT-1 VB-1 PT-1 112 IT/ STORAGE LVT-1 VB-1 PT-1 113 OFFICE LVT-1 VB-1 PT-1 114 LAB/ EXAM LVT-1 VB-1 PT-1 115 CORRIDOR LVT-1 VB-1 PT-1 116 OFFICE LVT-1 VB-1 PT-1 117 OFFICE LVT-1 VB-1 PT-1 1 88 PROCEDURE LVT-1 VB-1 PT-1 FINISH SPECIFICATIONS PLASTIC & RECONSTRUCTIVE SURGERY CHARLOTTESVILLE PLASTIC SURGERY PLLC PETER JEFFERSON PLACE II 630 PETER JEFFERSON PARKWAY, SUITE 100 & 120 CHARLOTTESVILLE, VA 22911 TENANT IMPROVEMENTS PROJECT NUMBER: 22032 FLOORING WALLS CASEWORK LVT-1 CORETEC TILE PT-1 PAINT SS-1 SOLID SURFACE DRAWING ISSUE: MFG: SHAW CONTRACT MFG: VALSPAR MFG: WILSONART STYLE: 034UV STRATUM XL COLOR: 7004-5 FLUFFY SLIPPERS COLOR: 9221SP LUMINOUS WHITE COLOR: 00604 BEACON HILL OAK FINISH: EGGSHELL LOCATION: COUNTERTOPS FOR REVIEW SIZE: 8.96"X72.05" AND PRICING: 06.30.2022 INSTALL: DIRECT GLUE PT-2 PAINT PL-2 PLASTIC LAMINATE REVISION 1: 07.20.2022Al MFG: SHERWIN WILLIAMS MFG: WILSONART COLOR: SW7007 CEILING BRIGHT WHITE COLOR: 7985-38 MORELIA MANGO BASE FINISH: FLAT FINISH: FINE VELVET VB-1 VINYL BASE LOCATION: DRYWALL CEILINGS/ HEADERS LOCATION: BASE CABINETS MFG: TARKETT STYLE: COVE PT-3 PAINT COLOR: 20CHARCOAL MFG: VALSPAR HEIGHT: 4" COLOR: 7004-5 FLUFFY SLIPPERS FINISH: SEMI -GLOSS FINISH PLAN, LOCATION: HOLLOW METAL DOOR FRAMES SCHEDULE, SPECIFICATIONS AND NOTES All COUNTERTOP- SS-1 FINISH ELEVATION SCALE: 1/4" = V-0" NOT USED SCALE: 1/4" = 1'-0" WALL CABINETS - PL-X FINISH COUNTERTOP AND BACKSPLASH - SS-X FINISH BASE CABINETS - PL-X FINISH ELEVATION SCALE: 1/4" = 1'-0" 4"BACKSPLASH AS SCHEDULED WOOD BLOCKING (AS REQUIRED) PARTITION PROVIDE ADA COMPLIANT PIPE WRAP MAINTAIN ADA CLEARANCE COUNTERTOP AS SCHEDULED DROP -IN STAINLESS SINK LAMINATE CABINET DOOR ATTACHED LAMINATE TOE KICK COUNTEI SS-1 !1 PROVIDE TWO GRON IN COUNTER. COORE LOCATION WITH TE c i� ELEVATION SCALE: 1/4" = 1'-0" ELEVATION SCALE: 1/4" = 1'-0" COUNTERTOP AS SCHEDULED WOOD BLOCKING (AS REQUIRED) PARTITION SECTION SCALE: 3/4" = V-0" 4"BACKSPLASH AS SCHEDULED WOOD BLOCKING (AS REQUIRED) PARTITION LOCATION OF TENANT PROVIDED WALL CABINETS. COORDINATE WITH TENANT. COUNTERTOP AND BACKSPLASH - SS-X FINISH BASE CABINETS - PL-X FINISH DOORS WITH ATTACHED TOE KICK AT SINK BASE TO COMPLY WITH ADA COUNTERTOP AS SCHEDULED PROVIDE READY MADE/ STOCK SUPPORT BRACKETS, CONCEALED IN WALL AS REQUIRED COUNTERTOP AS SCHEDULED HARDWARE LOCATED 2" FROM TOP EDGE DRAWER GLIDES LAMINATE DOOR AND DRAWER FRONT PANEL 3/4" ADJUSTABLE SHELF WITH PIN SUPPORTS (TYPICAL) LAMINATE BASE ELEVATION SCALE: 1/4" = 1'-0" COUNTERTOPAND BACKSPLASH-SS-1 FINISH BASE CABINETS - PL-1 FINISH ELEVATION SCALE: 1/4" = 1'-0" NOT USED SCALE: 3/4" = 1'-0" LOCATION OF TENANT PROVIDED WALL CABINETS. COORDINATE WITH TENANT. COUNTERTOP AND BACKSPLASH-SS-1 FINISH BASE CABINETS - PL-1 FINISH DOORS WITH ATTACHED TOE KICK AT SINK BASE TO COMPLY WITH ADA 14 12 A4.1 A4.1 c n DOORS WITH ATTACHED TOE KICK AT SINK BASE TO COMPLY WITH ADA ELEVATION SCALE: 1/4" = V-0" LOCATION OF TENANT PROVIDED WALL CABINETS. COORDINATE WITH TENANT. COUNTERTOP AND BACKSPLASH - SS-1 FINISH BASE CABINETS - PL-1 FINISH ELEVATION SCALE: 1/4" = 1'-0" 4" BACKSPLASH AS SCHEDULED WOOD BLOCKING (AS REQUIRED) PARTITION SECTION SCALE: 3/4" = 1'-0" LOCATION OF TENANT PROVIDED WALL CABINETS. COORDINATE WITH TENANT. COUNTERTOP AND BACKSPLASH-SS-1 FINISH BASE CABINETS - PL-1 FINISH COUNTERTOP AS SCHEDULED HARDWARE LOCATED 2" FROM TOP EDGE DRAWER GLIDES LAMINATE DOOR AND DRAWER FRONT PANEL 3/4" ADJUSTABLE SHELF WITH PIN SUPPORTS (TYPICAL) LAMINATE BASE division nine DESIGNS PLASTIC & RECONSTRUCTIVE SURGERY CHARLOTTESVILLE PLASTIC SURGERY PLLC PETER JEFFERSON PLACE II 630 PETER JEFFERSON PARKWAY, SUITE 100 & 120 CHARLOTTESVILLE, VA 22911 TENANT IMPROVEMENTS PROJECT NUMBER: 22032 DRAWING ISSUE: FOR REVIEW AND PRICING: 06.30.2022 REVISION 1: 07.20.2022 Al INTERIOR ELEVATIONS AND SECTIONS A4ml SECTION SCALE: 3/4" = 1'-0" SECTION SCALE: 3/4" = 1'-0" NOT USED SCALE: 3/4" = V-0" 'Al