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HomeMy WebLinkAboutCLE202200111 Approval - County 2022-09-27Zoning Clearance Information of Albemarle County Community Development 401 McIntire Rd, North Wing '• CharlotteWile, VA 22902 t�BCINtih Phone 434296.5832 What is a Zoning Clearance? A Zoning Clearance is verification from Albemarle County that a proposed use, whether it is a new business or other activity (see Zoning definition of "Use"), satisfies all requirements of the Albemarle County Zoning Ordinance and ensures public health and safety. A Zoning Clearance Application is reviewed by the Zoning Department, Building Inspections Department, as well as any other applicable departments or agencies. A Zoning Clearance is Required in the Following Circumstances • Opening a new business • Changing or expanding an existing business • Buying an existing business • Moving a business to a new location or changing its name • Before natural resource extraction • Any uses listed in Section 5 of the Albemarle County Zoning Ordinance as requiring a Zoning Clearance Items Required to Apply for a Zoning Clearance Before filling out a Zoning Clearance Application ensure you have or have done the following: Tax Map and Parcel number or Address of the property. Include suite/unit/floor number, if applicable. Description of the proposed business/use. Include any and all relevant information such as a description of the business, the number of employees, number of shifts, availability of parking, etc. A Floor Plan. A sketch or an architectural drawing of the total square footage of the use. If using less than the entire structure, note the location within the structure. Note the square footage of and use of each room. ❑ Provide notice to the owner if the applicant is not the owner. Within ten days of applying for a zoning clearance, the applicant, if they are not the owner of the parcel and/or structure, shall inform the owner that they have applied for a Zoning Clearance. Please fill out the form on page 3. • Other Approvals/Documents if applicable. • A Certified Engineer's Report is required if the parcel is zoned Industrial (LI, HI, or PDIP). • Health Department approval is required for food preparation or if the parcel is on private well or septic. • Bakeries require USDA approval. • Any additional approvals the Zoning Administrator may require including Department of Social Services and Fire + Rescue. • If you have any questions feel free to contact Staff at (434) 296-5832 Submitting an Application Once you have all the required information provided above: 1. Fill out an application. Please complete page 2 in its entirety. 2. Submit an application. Bring or send a completed application to Albemarle County Community Development at 401 McIntire Rd, North Wing, Charlottesville, VA 22902 3. Pay. The application fee can be paid for in person or online. If paying online please attach a copy of your payment re- ceipt. A Zoning Clearance Application will not be processed until payment has been received. 4. Notify the Owner. If you are not the owner of the property please fill out page 3. Zoning Clearance Application FOR OFFICE USE ONLY Fee Amount: $ 61.36 Application fee: $59 + Technology Surcharge: $2.36 Clearance Number: CLE2022-111 oencef Albemarle County Community Development 401 McIntire RQ North Wmg Chatlatteswlle, VA 22902 r1@GIt3\� Phone 434.296.5832 Date Paid: 8/22/22 By: Charlottesville Plastic Surgery PLLC Receipt #: Check #: 277 By: J.S. Applicant - Fill out the entire page below and return to: Community Development 401 McIntire Rd, North Wing, Charlottesville, VA 22902 Name: Rhett N Willis Jr E-Mail Address: Rhett@cvilleplasticsurgery.co Mailing Address: 11410 Incarnation Dr. STE205A, Cville VA 22901 Phone #: 434-227-5333 Tax Map and Parcel number and/or Address of the Business: 630 Peter Jefferson Place STE100 Charlottesville, VA 22911 07800-00-00-031 FO Zoning: Staff will fill out if unknown PD-MC once de Leon_308 Suit Parcel Owner: PJP PROPCO II, LLC owner's Address: Check any that apply: ® New Business ❑ Change of Use ❑ Change of Ownership Change of Name Business Name: Charlottesville Plastic Surgery PLLC Description of Business' i Describe the business including use, number of employees, number of shifts, availability of parking, and any additional into. Plastic Surgery Clinic. 5 full time employees Previous Business on Site: Anchor Financial Group & Piere Group Benefits, LLC, Floor Plan' Please attach either an architectural drawing or a sketch of the proposed business indicating the location of uses, the uses of rooms, the total square footage of the use, and any additional information. Total Square Footage Used for the Business: 2980sgft Is the Parcel Zoned LI, HI, or PDIP? Yes ® No If yes, fill out a Certified Engineer's Reoort (CER) Will there be food preparation? Yes 2 No If yes, provide Virginia Department of Health approval Is the Parcel on public water or private well? ® Public Private If on private well, provide Virginia Department of Health approval Is the Parcel on public sewer or septic? V Public ❑ Septic If on septic, provide Virginia Department of Health approval Will you be putting up any new signage? Yes No If yes, obtain appropriate sign permit and list permit # below Will there be new construction or renovations? ® Yes No If yes, obtain appropriate building permit and list permit # below Please list any applicable Building Permit #a: B2022-2880AC Zoning Clearance review cannot begin until the application above is complete and all applicable forms and fees are submitted. This Clearance will only be valid on the parcel for which it is approved. If you change, intensify, or move the use to a new location, a new Zoning Clearance will be required. I hereby certify that I own or have the owner's permission to use the space indicated on this application. I also certify that the information provided is true and accurate to the best of my knowledge. I have read the conditions of approval, and I understand them, and that I will abide by them. Signature"' Printed Rhett N Willis Jr Date 2 Zoning Clearance Application y OF A(g Q ,9- Albemarle County Community Development 401 McIntireNorth 2 Ch CharlottesNlle, e, VA 22902 �2RGIN�P Phone 434298.5832 Applicant - If you are not the land owner, please fill out the entire page below confirming that you have either informed or are going to inform the owner of your zoning clearance application. CERTIFICATION THAT NOTICE OF THE APPLICATION HAS BEEN PROVIDED TO THE LANDOWNER I certify that I will provide (or have provided) notice of this clearance application, Rhett N Willis Jr CLE2022-111 clearance number provided by Staff or business name to PJP PROPCO II, LLC the owner Name of landowner on record of Tax Map and Parcel Number 07800-00-00-031r0 by either delivering a TMP number of property copy of the application to them in person or by sending them a copy of the application by mail. (Please check one of the following below) V Hand delivering a copy of the application to the owner identified above on Date 8/19/2022 via email. ❑ Mailing a copy of the application to the owner identified above on Date to the following address: (Written notice to the owner and last known address on our record books will satisfy this requirement. Please see staff for help determining this information if needed) Signature of Applicant Applicant Name Printed Date Rhett N Willis Jr 08/19/2022 3 For Albemarle County Staff Review Only Proposed Use: I Sec. 25A.2.1 -- 22.2.1.b.1 Permitted: 11 VYes No Permitted by Section: I Office (Medical) Supplementary Regulations: Applicable Special Use Permit (SP): SP2000-37 LZC2019-18 Applicable Ra:onings (ZEA): ZMA1996-3, 1992-12 Applicable Site Plans (SDP): SDP2000-147 Parking: If there is an approved site plan associated with the parcel, the parking requirements will be defined by the SDP. Some parking requirements are determined by a ZMA or by an approved Code of Development. Parking Formula: 1 /200nfa Defined by: Site Plan [-]Zoning Ordinance ❑ CoD []Existing Total Square Footage of the Use: 2,980sf Required number of parking spaces: 12 spaces required (255 provided per SDP2000-147) Associated clearances: CLE2019-76, 2018-210, 2018-192, 2017-52, etc. Variances: N/A Violations: N/A Is a site Inspection necessary'?: ❑ Yes No Site Inspection on (date): To Confirm: Notes: Conditions of Approval: Additional conditions of approval apply to Fireworks and Christmas Trees Approval Information Approved as proposed Approved with conditions ❑ Denied Backflow prevention device and/or current test data needed for this site. Contact ACSA, 434.977.4511 ext. 117 ❑ No physical site inspection has been done for this clearance. Therefore, it is not a determination of compliance with the existing site plan. ❑ This site complies with the site plan as of this date. Conditions: Additional Notes: 09/26/2022 Building Official No Objection Date A 09/27/2022 Zoning Official _ Date Other Official Date County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Phone: 434.296.5832 Fax: 434.972.4126 4 PLASTIC &RECONSTRUCTIVE SURGERY CHARLOTTESVILLE PLASTIC SURGERY, PLLC 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 KEY PLAN KEY PLAN/ EGRESS PLAN EXIT A 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 -11B (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... / Sentara Martha Jefferson Hospi... O �f P Son pK.N'1 I na Rehabilitative Services Depart... Glenorchy Hilton Garden Inn Charlottesvi... \0 ONatural Retreats US ^ � ec leMerson Gk'^� ACAC(` ,gops FedEx Drop Box Greenberry's Coffee WI - Martha J... O® The American Board of Urology 124 9 2021 TomTom S OWSIreet.Map Comfort Innis Monticello 124 wl 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 PROJECT MEETINGS GENERAL PARTITION NOTES GENERAL MILLWORK & CASEWORK NOTES ALL WORK SHALL BE IN ACCORDANCE WITH VIRGINIA UNIFORM STATEWIDE CONSTRUCTION CODE 2018 (USBC) AND THE GENERAL CONTRACTOR SHALL: 1. REFERENCE STANDARDS 1. SUBMIT SHOP DRAWINGS FOR ALL CABINETRY AND MILLWORK TO DIVISION 9 DESIGNS FOR REVIEW/ VIRGINIA REHABILITATION CODE 2015 (VRC) AND AIA A201 GENERAL CONDITIONS (LATEST EDITION). A. AISI SG02-1- NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL APPROVAL PRIOR TO THE FABRICATION. SHOP DRAWINGS SHALL INDICATE THE DESIGN DIMENSIONS AND 1. ARRANGE A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF CONSTRUCTION. MEETING SHALL BE MEMBERS; AMERICAN IRON AND STEEL INSTITUTE; 2001 WITH 2O04 SUPPLEMENT. (REPLACED SG-971). CLEARLY ILLUSTRATE IN LARGE SCALE THE CONSTRUCTION THE VARIOUS COMPONENTS, METHODS OF 2. THESE DOCUMENTS REFLECT CONDITIONS REASONABLY INTERPRETED FROM THE EXISTING ATTENDED BY DIVISION 9 DESIGNS, CONTRACTOR, MAJOR SUB -CONTRACTORS AND BUILDING MANAGEMENT. B. ASTM A 653/A 653M STANDARD SPECIFICATION FOR STEEL SHEET, ZINC -COATED (GALVANIZED) OR VISIBLECONDITIONS,OR FROM DRAWINGS OR INFORMATION FURNISHED BY THE OWNER. THE CONTRACTOR SHALL ZINC -IRON ALLOY -COATED (GALVANNEALED) BY THE HOT -DIP PROCESS; 2007. ASSEMBLY, THICKNESS OF MATERIALS, FINISHES, REINFORCEMENTS, HARDWARE AND ALL OTHER VISIT THE SITE AND BE RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND THEIR IMPACT ON THE SCOPE OF 2. ARRANGE FOR PROGRESS MEETINGS AS REQUIRED DURING CONSTRUCTION. PRIOR TO APPLICATION FOR C. ASTM C 475/C 475M - STANDARD SPECIFICATION FOR JOINT COMPOUND AND JOINT TAPE FOR FINISHING PERTINENT DATA AND INFORMATION. SUBMIT SHOP DRAWINGS WITH JOINTING AND SPECIAL DETAILS IN THE WORK. ANY DISCREPANCIES BETWEEN EXISTING AND INDICATED CONDITION SHALL BE REPORTED PAYMENT, THE CONTRACTOR SHALL RECORD THE MINUTES OF EACH MEETING AND DISTRIBUTE COPIES TO THE GYPSUM BOARD; 2002 (REAPPROVED 2007). FULL SCALE, SHOW COMPLETE INFORMATION CONCERNING FABRICATION, MATERIALS, FINISH ATTACHMENT, IMMEDIATELY TO DIVISION 9 DESIGNS AND BUILDING OWNER. WORK SHALL PROCEED ONLY WITH THE APPROVAL ATTENDEES PROMPTLY. D. ASTM C 645 - STANDARD SPECIFICATION FOR NON-STRUCTURAL STEEL FRAMING MEMBERS; 2007. HARDWARE AND ANY OTHER INFORMATION AS REQUESTED. OF DIVISION 9 DESIGNS AND BUILDING OWNER. E. ASTM C 665 - STANDARD SPECIFICATION FOR MINERAL -FIBER BLANKET THERMAL INSULATION FOR LIGHT 2 CASEWORK CONSTRUCTION AS INDICATED IN THE DOCUMENTS SHALL BE IN ACCORDANCE WITH A.W.I. division nine FRAME CONSTRUCTION AND MANUFACTURED HOUSING; 2006. 3. SHOULD THE CONTRACTOR REQUIRE ANY ADDITIONAL DETAILS OR VERBAL CLARIFICATION NECESSARY FOR THE F. ASTM C 754 -STANDARD SPECIFICATION FOR INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE QUALITY STANDARDS FOR FLUSH OVERLAY CONSTRUCTION. SUBSURFACE TO BE CONSTRUCTED USING PROPER EXECUTION OF THE WORK, A WRITTEN REQUEST FOR INFORMATION SHALL BE SUBMITTED TO DIVISION 9 SCREW ATTACHED GYPSUM PANEL GRADE STANDARDS. VENEER TO BE CONSTRUCTED USING PREMIUM GRADE STANDARDS. EL PRODUCTS; 2007. DESIGN S DESIGNS AND BUILDING OWNER IN A TIMELY MANNER SO AS NOT TO IMPEDE THE PROJECT SCHEDULE. PROJECT CLOSEOUT G. ASTM C 840 - STANDARD SPECIFICATION FOR APPLICATION AND FINISHING OF GYPSUM BOARD; 2007. 3. ALL CASEWORK SHALL BE SHOP ASSEMBLED. CASEWORK MAY BE ASSEMBLED IN COMPONENT UNITS WITH H. ASTM C 954 - STANDARD SPECIFICATION FOR STEEL DRILL SCREWS FOR TEH APPLICATION OF GYPSUM PROVISIONS MADE FOR FIELD CONNECTING. SHOP DRAWINGS MUST INDICATE UNITIZING OF CABINET 4. THE CONTRACTOR SHALL PAY FOR AND SECURE PERMITS, FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE GENERAL CONTRACTOR SHALL: PANEL PRODUCTS OR METAL PLASTER BASES TO STEEL STUDS FROM 0.033 IN. (0.84 MM) TO 0.112 IN. (2.84 CONSTRUCTION. THE PROPER EXECUTION AND COMPLETION OF THE WORK UNLESS OTHERWISE INSTRUCTED BY DIVISION 9 MM) IN THICKNESS; 2007. DESIGNS AND/OR BUILDING OWNER. 1. PREPARE A PUNCHLIST OF WALL WORK REMAINING TO BE COMPLETED FOR REVIEW BY DIVISION 9 DESIGNS. I. ASTM C 1002 - STANDARD SPECIFICATION FOR STEEL SELF -PIERCING TAPPING SCREWS FOR THE 4. CASEWORK CONSTRUCTION SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: A APPLICATION FOR GYPSUM PANEL PRODUCTS OR METAL PLASTER BASES TO WOOD STUDS OR STEEL A. ALL ENDS, DIVIDERS, TOPS, RAILS, BOTTOMS, DOORS AND DRAWER FRONTS SHALL BE OF 3/4" M.C.P. 5. THE CONTRACTOR SHALL CARRY ALL INSURANCE REQUIRED ARTICLE 11 OF AIA 201, MOST RECENT ADDITION. 2. COMPLETE PUNCHLIST ITEMS PROMPTLY AT NO ADDITIONAL EXPENSE TO THE OWNER. STUDS; 2007. CONSTRUCTION UNLESS NOTED OTHERWISE. COMPONENTS SUBJECT TO WATER EXPOSURE SHALL THE CONTRACTOR SHALL FILE CERTIFICATES OF INSURANCE ACCEPTABLE TO THE OWNER PRIOR TO THE COMMENCEMENT OF THE WORK. J. ASTM C 1VENEER BASE; - STANDARD SPECIFICATION FOR ACCESSORIES FOR GYPSUM WALLBOARD AND GYPSUM BE FABRICATED OF 3/4" PLYWOOD; 2005. . 3. SUBMIT ACCURATE RECORD DOCUMENTS OF THE BUILDING AND SITE. B. CABINET BACKS SHALL BE OF 3/4" M.C.P. BOARD. K. ASTM C 1396/C 1396M - STANDARD SPECIFICATION FOR GYPSUM BOARD; 2006A. C. SHELVING UP TO 3 FEET LONG SHALL BE OF 3/4" M.C.P. BOARD. LENGTHS 3 FEET AND GREATER PLASTIC & 6. THE CONTRACTOR SHALL AFFORDED ACCESS TO THE BUILDING IN ACCORDANCE WITH THE RULES AND 4. SUBMIT TO THE OWNER ALL OPERATING MANUALS, MAINTENANCE MANUALS AND WARRANTY INFORMATION L. ASTM E 72 - STANDARD TEST METHODS OF CONDUCTING STRENGTH TESTS OF PANELS FOR BUILDING SHALL BE OF 1" PLYWOOD. REGULATIONS OF THE BUILLDD AFFORDED MANAGEMENT. THE REASONABLE USE OF THE BUILDING WATER, ELECTRICITY RELEVANT TO THE PROJECT. CONSTRUCTION; 2005. D. DRAWER BACKS, SIDES AND SUBFRONTS SHALL BE OF 1/2" M.C.P. BOARD. RECONSTRUCTIVE AND HVAC AS REQUIRED FOR THE EXECUTION OF THE WORK E AVAILABLE DI THE CONTRACTOR AT NO CHARGE M. ASTM E 90 - STANDARD TEST METHOD FOR LABORATORY MEASUREMENT OF AIRBORNE SOUND E. ALL UPPER CABINETS SHALL HAVE (2) ADJUSTABLE SHELVES AND LOWER CABINETS SHALL HAVE (1) TO THE CONTRACTOR. THE CONTRACTOR MAY USE THE TOILET ROOMS AS DIRECTED BY THE BUILDING 5. OBTAIN AND SUBMIT COPIES OF OCCUPANCY PERMITS. TRANSMISSION LOSS OF BUILDING PARTITIONS AND ELEMENTS; 2004. ADJUSTABLE SHELF UNLESS NOTED OTHERWISE. SURGERY MANAGEMENT. N. ASTM E 413 - CLASSIFICATION FOR RATING SOUND INSULATION; 2004. F. EXPOSED SURFACES SHALL BE FINISHED WITH HIGH PRESSURE PLASTIC LAMINATE UNLESS NOTED 0. GA-216 -APPLICATION AND FINISHING OF GYPSUM BOARD; GYPSUM ASSOCIATION; 2007. 6. TRAIN OWNER IN USE OF ALL NEW OR UPGRADED BUILDING SYSTEMS. OTHERWISE. SEMI -EXPOSED SURFACES SHALL BE FINISHED WITH MELAMINE FILM U.N.O. C H AR LOTT E SV I L L E 7. CONTRACTOR SHALL INSTALL AND/OR CONSTRUCT ALL PRODUCTS AND MATERIALS IN ACCORDANCE WITH THE P. UL (FRO) - FIRE RESISTANCE DIRECTORY; UNDERWRITERS LABORATORIES INC.; CURRENT EDITION. COUNTERTOPS SHALL BE HIGH PRESSURE PLASTIC LAMINATE FINISH U.N.O. LAMINATE AND MANUFACTURER'S INSTRUCTIONS AND INDUSTRY STANDARDS. 7. REMOVE TEMPORARY FACILITIES AND PROVIDE FINAL CLEANING AND TOUCH-UP. . MELAMINE COLORS AND FINISHES SHALL BE AS INDICATED IN THE DOCUMENTS 2. ALL DIMENSIONS FOR PARTITIONS ARE TO FACE OF FINISH UNLESS INDICATED OTHERWISE. SEE DOCUMENTS FOR PLASTIC SURGERY 8. ALL MATERIALS SHALL BE AS INDICATED IN THE DOCUMENTS. NO SUBSTITUTION ACCEPTED WITHOUT PRIOR 8. RESTORE PORTIONS OF BUILDING SITE IMPROVEMENTS, LANDSCAPING AND OTHER ITEMS DAMAGED BY PARTITION TYPES. 5. PAIRS OF CABINET DOORS SHALL NOT EXCEED 4'-0" IN WIDTH. ALL CABINETS DOORS TO BE OF EQUAL WRITTEN APPROVAL OF DIVISION 9 DESIGNS AND THE BUILDING MANAGEMENT WILL BE ACCEPETED. CONSTRUCTION OPERATIONS TO THE SATISFACTION OF BUILDING MANAGEMENT AT NO ADDITIONAL EXPENSE TO WIDTH, UNLESS NOTED OTHERWISE. THE OWNER OR TENANT. 3. CONTACT DIVISION 9 DESIGNS FOR REVIEW OF PARTITION LAYOUTS AFTER PARTITIONS HAVE BEEN CHALKED AT P L LC 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING WORK. ANY DAMAGE TO THE FLOOR SLAB AND PRIOR TO THEIR INSTALLATION. NOTIFY DIVISION 9 DESIGNS A MINIMUM OF 48 HOURS PRIOR 6. PREPARE CASEWORK FOR ELECTRICAL, MECHANICAL OR PLUMBING EQUIPMENT. VERIFY SIZES OF EXISTING WORK CAUSED AS A RESULT OF THE EXECUTION OF THIS PROJECT SHALL BE REPAIRED BY THE TO THE SCHEDULED REVIEW. THE PURPOSE OF THIS REVIEW IF FOR FIELD COORDINATION ONLY. COMPLIANCE EQUIPMENT (I.E. ICE MAKER, REFRIGERATOR, ETC) TO ENSURE PROPER CLEARANCES. NOTIFY DIVISION 9 GENERAL CONTRACTOR, AS REQUIRED AT THE SOLE EXPENSE OF THE GENERAL CONTRACTOR. WITH THE DIMENSIONAL REQUIREMENTS AS SET FORTH WITHIN THE DOCUMENTS IS THE RESPONSIBILITY OF THE DESIGNS OF ANY DISCREPANCIES PRIOR TO FABRICATION. COORDINATE ELECTRICAL, MECHANICAL AND 10. THE CONTRACTOR SHALL SECURE THE CONSTRUCTION AREA AND RESTRICT ACCESS TO AUTHORIZED PERSONNEL GENERAL CONSTRUCTION NOTES CONTRACTOR. PLUMBING WORK AT CASEWORK WITH CASEWORK CONSTRUCTION. ONLY. 4. ALL PARTITIONS SPECIFIED TO TERMINATE AT THE CEILING GRID SHALL BE CONSTRUCTED SUCH THAT THE TOP OF 7 CABINET DOORS SHALL UTILIZE EUROPEAN (CONCEALED) HINGES SET FOR 90 DEGREE OPENING. DOORS PETER J E FFE RSON PLACE 11 11. UNLESS INSTRUCTED OTHERWISE BY THE OWNER'S AGENT, THE REMOVAL AND DISPOSAL OF DEMOLITION AND/OR 1. ALL PENETRATIONS THROUGH FLOOR SLABS, SUCH AS PIPING, CONDUITS, DUCTS, PNEUMATIC TUBES, ETC., SHALL THE PARTITION IS FLUSH WITH THE BOTTOM EDGE OF THE GRID. IF APPROPRIATE, CEILING TILE SHALL BE AND DRAWERS SHALL HAVE WIRE PULLS. SEE DOCUMENTS FOR FINISH. PROVIDE SILENCERS AT ALL 630 PETER J E FFE RSO N CONSTRUCTION MATERIAL SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE CONTRACTOR BE PACKED AND SEALED WITH APPROPRIATE FIRE -RATED MATERIAL IN COMPLIANCE WITH APPLICABLE BUILDING RABBETED TO FIT THE TOP OF THE PARTITION AND ENSURE A CLEAN INSTALLATION. CABINET DOORS. PROJECT. THE ENTIRE CONSTRUCTION AREA INCLUDING THE INTERIOR FACE CODES. PENETRATIONS SHALL BE SEALED WATER TIGHT. PARKWAY, SUITE 100 & 120 SHALL KEEP THE CONSTRUCTION SITE FREE AND CLEAR OF ALL DEBRIS THROUGHOUT THE COURSE THE 2 EOF METAL STUDS PRIOR TO ERECTION. ALL PARTITIONS SHALL CONFORM TO TM C 754. DEFLECTION CHARLOTTESVI LLE, VA 22911 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ADEQUATE SHORING AND 5. FIELD VERIFY VERTICAL SPAN OF ALL PARTITIONS. CONFIRM MANUFACTURER'S SPAN LIMITS, SPACING AND OF GLAZING S TO BE THOROUGHLY CLEANED BRACING REQUIRED FOR THE PROPER EXECUTION OF ALL WORK. SHALL NOT EXCEED U240 FOR GYPSUM BOARD WITH VENEERED FINISHES SUCH AS TILEGENERAL MECHANICAL NOTES 12. THE ELECTRICAL, PLUMBING, MECHANICAL AND FIRE PROTECTION WORK REPRESENTED IN THESE DOCUMENTS IS 36. ALL FIRE RATED ASSEMBLIES SHALL BE LABELED PER SECTION 701.2 OF THE VIRGINIA CONSTRUCTION CODE. 1. CONTRACTOR TO PROVIDE MECHANICAL AND PLUMBING DRAWINGS. MASTER TRADE SIGNATURE INTENDED TO SHOW THE GENERAL ARRANGEMENT AND LOCATION OF EXISTING AND PROPOSED FIXTURES AND . NEW WORK EXTENDING EXISTING CONDITIONS SHALL ALIGN WITH AND MATCH EXISTING WORK EXCEPT WHERE PROVIDE MINIMUM 2" HIGH STENCILED LETTERING ABOVE CEILING ON BOTH SIDES OF RATED ASSEMBLIES AT ACCEPTABLE FOR THIS PROJECT IF APPROVED BY A.H.J. ACCESSORIES. THE CONTRACTOR SHALL MODIFY EXISTING ELECTRICAL, PLUMBING, MECHANICAL AND FIRE OTHERWISE DIMENSIONED OR DETAILED. MINIMUM OF 8 FT. INTERVALS IDENTIFYING THE ASSEMBLY TYPE AND HOURLY RATING. 2. PROTECTION SYSTEMS AS REQUIRED TO ACCOMMODATE THE NEW LAYOUT AND AS REQUIRED TO MEET ALL 4. STRUCTURAL STUDS SHALL BE USED WHEREVER NON SELF-SUPPORTING WALL -HUNG FIXTURES, EQUIPMENT OR THERMOSTAT LOCATIONS TO BE APPROVED BY DIVISION 9 DESIGNS AND BUILDING MANAGEMENT BEFORE TENANT APPLICABLE BUILDING CODES. 7. METAL FRAMING MATERIALS INSTALLATION. GENERALLY, THERMOSTATS TO BE LOCATED NEXT TO LIGHT SWTICHES. ALL OPERABLE CABINETRY OCCURS. INSTALL BLOCKING IN ACCORDANCE WITH TYPICAL BLOCKING DETAIL. BRACE ALL A. NON-LOADBEARING FRAMING SYSTEM COMPONENTS: ASTM C 645; GALVANIZED SHEET STEEL, OF SIZE AND PARTS MUST COMPLY WITH ADA REACH RANGES. IMPROVEMENTS 13. STRUCTURAL AND MEP DRAWINGS BY OTHER. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PARTITIONS AS REQUIRED. PROPERTIES NECESSARY TO COMPLY WITH ASTM C 754 FOR THE SPACING INDICATED, WITH MAXIMUM COORDINATING THE MECHANICAL, WORK OF ALL ENGINEERS (DING DESIGN AND SPECIFICATION INFORMATION FOR THE DEFLECTION WALL FRAMING OF U240 AT 5 PSF. ELECTRICAL AND PLUMBING SYSTEMS 1. EXCEPTION: HE MINIMUM METAL THICKNESS AND SECTION PROPERTIES REQUIREMENTS OF ASTM C 645 GENERAL SPRINKLER/FIRE SUPPRESSION NOTES 14. THE CONTRACTOR SHALL PROVIDE'AS BUILTDRAWINGS FOR THE OWNER'S RECORDS INDICATING ANY AND ALL CUTTING AND PATCHING ARE WAIVED PROVIDED STEEL OF 40 KSI MAXIMUM STUD HEIGHTS ARE DETERMINEDNBY TESTING IN ACCORDANCE WITH ASTM EIMUM YIELD STRENGTH IS USED, THE A72 US NL Is IGKNESS AND GENERAL CONTRACTOR TO PROVIDE DESIGN/BUILD DRAWINGS FOR SPRINKLER, FIRE ALARM AND FIRE MODIFICATIONS TO MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION WORK. DRAWINGS SHALL BE ASSEMBLIES SPECIFIED BY ASTM C 754. SUPPRESSION WORK REQUIRED TO SATISFY GOVERNING AGENCY REQUIREMENTS. REPRODUCIBLE, AND SHALL BE DATED AND SIGNED BY THE CONTRACTOR AND APPROPRIATE SUB -CONTRACTOR. THE GENERAL CONTRACTOR: 2. STUDS: 'C' SHAPED WITH FLAT OR FORMED WEBS WITH KNURLED FACES. 3. RUNNERS: U SHAPED, ZED TO 15. ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL 1. SHALL PROVIDE CUTTING AND PATCHING WORK TO PROPERLY COMPLETE THE PROJECT. 4. CEILING CHANNELS: C SHAPED. MATCH STUDS. GENERAL POWER, VOICE & DATA NOTES COMPLETION OF THE WORK. THIS GUARANTEE SHALL COVER ALL WORK OF THE GENERAL CONTRACTOR AND B. CEILING HANGERS: TYPE AND SIZE AS SPECIFIED IN ASTM C 754 FOR SPACING REQUIRED - SUB -CONTRACTORS. ANY DEFECTS IDENTIFIED DURING THE GUARANTEE PERIOD SHALL BE REPAIRED, AS 2. SHALL NOT REMOVE OR ALTER STRUCTURAL COMPONENTS WITHOUT PRIOR WRITTEN APPROVAL OF DIVISION 9 C. PARTITION HEAD TO STRUCTURE CONNECTIONS: PROVIDE MECHANICAL ANCHORAGE DEVICES WHICH 1. GENERAL CONTRACTOR TO PROVIDE ELECTRICAL DRAWINGS. MASTER TRADE SIGNATURE ACCEPTABLE REQUIRED, AT NO ADDITIONAL COST TO THE OWNER. DESIGNS AND BUILDING MANAGEMENT. ACCOMMODATE DEFLECTION USING SLOTTED HOLES, SCREWS AND ANTI -FRICTION BUSHINGS. FOR THIS PROJECT IF APPROVED BY A.H.J. 1. STRUCTURAL PERFORMANCE: MAINTAIN LATERAL LOAD RESISTANCE AND VERTICAL MOVEMENT 2 16. TEST ALL SYSTEMS PRIOR TO CLOSE-OUT TO ENSURE ALL SYSTEMS ARE WORKING PROPERLY. 3. SHALL CUT WITH TOOLS APPROPRIATE FOR ALL MATERIALS TO BE CUT. CAPACITY REQUIRED BY APPLICABLE CODE, WHEN EVALUATED IN ACCORDANCE WITH AISI NORTH ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND ALL LOCAL AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. CODES HAVING JURISDICTION. 4. SHALL USE MATERIALS AND METHODS WHICH PRODUCE A PATCH WHICH IS NOT VISIBLE FROM A DISTANCE OF 2. MATERIAL: ASTM A 653/A 653M STEEL SHEET, SS GRADE 50/340, WITH G60/Z180 HOT DIPPER GALVANIZED 3. COORDINATION OF WORK FOUR FEET. COATING. 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. THE GENERAL CONTRACTOR SHALL: 5. SHALL NOT CUT AND PATCH IN A MANNER WHICH WOULD RESULT IN A FAILURE OF THE WORK TO PERFORM AS 8. FRAMING INSTALLATION 4. INTENDED, DECREASE FIRE PERFORMANCE, DECREASE ACOUSTICAL PERFORMANCE, DECREASE ENERGY A. METAL FRAMING: INSTALL IN ACCORDANCE WITH ASTM C 754 AND MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL VISIT THE SITE AND EXAMINE CONDITIONS OF THE PREMISES AND THE CHARACTER PERFORMANCE, DECREASE OPERATIONAL LIFE OR DECREASE SAFETY FACTORS. B. SUSPENDED CEILING AND SOFFITS: SPACE FRAMING AND FURRING MEMBERS AS INDICATED. AND EXTENT OF WORK REQUIRED PRIOR TO SUBMISSION OF BIDS. ANY DIFFICULTIES IN COMPLYING WITH 1. COORDINATE THE WORK OF ALL TRADES. 1. LEVEL CEILING SYSTEM TO A TOLERANCE OF 1/1200. THE DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF DIVISION 9 DESIGNS 2. PREPARE COORDINATION DRAWINGS FOR AREAS ABOVE CEILINGS WHERE CLOSE TOLERANCES ARE REQUIRED 2. LATERALLY BRACE ENTIRE SUSPENSION SYSTEM. BEFORE BIDDING. BETWEEN BUILDING ELEMENTS AND MECHANICAL AND ELECTRICAL WORK. C. STUDS: SPACE STUDS AS PERMITTED BY STANDARD. 5. 1. EXTEND PARTITION FRAMING TO STRUCTURE WHERE INDICATED AND TO CEILING IN OTHER LOCATIONS. IT IS THE INTENT OF THESE DRAWINGS AND OTHER RELATED DOCUMENTS TO SHOW THE GENERAL LAYOUT 3. VERIFY LOCATION OF UTILITIES AND EXISTING CONDITIONS. NOTIFY DIVISION 9 DESIGNS AND BUILDING GENERAL GYPSUM WALLBOARD NOTES 2. PARTITIONS TERMINATING AT CEILING: ATTACH CEILING RUNNER SECURELY TO CEILING TRACK IN OF THE ELECTRICAL SYSTEM. THE CONTRACTOR SHALL PROVIDE FULLY ENGINEERED DRAWINGS AND MANAGEMENT OF CONDITIONS DIFFERING FROM THOSE INDICATED ON THE DRAWINGS. ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SPECIFICATIONS AS REQUIRED BY ALL CODES AND ORDINANCES HAVING JURISDICTION. THE CONTRACTOR 1. ALL VERTICAL AND HORIZONTAL EXTERNAL CORNERS OF GYPSUM WALLBOARD SHALL HAVE CORNER 3. PARTITIONS TERMINATING AT STRUCTURE: ATTACH TOP RUNNER TO STRUCTURE, MAINTAIN CLEARANCE SHALL PROVIDE ALL LABOR, MATERIAL AND OTHER SERVICES AS MAY BE NECESSARY TO ACHIEVE THIS 4. VERIFY DIMENSIONS ON DRAWINGS WITH DIMENSIONS AT THE PROJECT SITE. CONSTRUCTION DOCUMENTS SHALL REINFORCEMENTS PROVIDED. INSTALL CORNER BEADS WITH SUITABLE FASTENERS SPACED 9" ON CENTER BETWEEN TOP OF STUDS AND STRUCTURE AND CONNECT STUDS TO TRACK USING SPECIFIED MECHANICAL PRODUCT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF NEVER BE SCALED. MAXIMUM. INSTALL CASING BEADS WHERE GYPSUM SURFACES TERMINATE OR MEET DISSIMILAR MATERIALS. DEVICES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS; VERIFY FREE MOVEMENT OF TOP OF DIVISION 9 DESIGNS ANY DISCREPANCIES IN THE PLANS AND SPECIFICATIONS THAT WILL AFFECT THE FEATHER OUT EDGE WITH JOINT COMPOUND TO FLUSH FINISH. STUD CONNECTIONS; DO NOT LEAVE STUDS UNATTACHED TO TRACK. 6. WORK, PRIOR TO SUBMISSION OF BID PRICE. 5. SURVEY AND LAYOUT ALL IMPROVEMENTS, UTILITIES, STRUCTURES AND MISCELLANEOUS COMPONENTS. 2. ALL JOINTS, SCREWS OR OTHER DEPRESSIONS IN SURFACE OF GYPSUM WALLBOARD SHALL BE TREATED IN 9. ACCESSORIES IF DURING THE COURSE OF WORK, THE CONTRACTOR EXPERIENCES A PROBLEM WITH THE PERFORMANCE 6. NO CONSTRUCTION ACTIVITIES SHALL INTERFERE WITH THE SAFETY AND OPERATION OF THE BUILDING OR ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS USING TAPE SYSTEM SPECIFIED. ALL JOINTS, EXCEPT A. ACOUSTIC INSULATION: ASTM C 665; PREFORMED GLASS FIBER, FRICTION FIT TYPE, UNFACED. THICKNESS: OF THE INSTALLATION RELATIVE TO THE PLANS AND SPECIFICATIONS, THE NATIONAL ELECTRICAL CODE, INTERFERENCE WITH OTHER TENANTS. AS OTHERWISE NOTED, SHALL BE TAPED, BEDDED, SANDED SMOOTH AND READIED FOR A FINISHED WALL 2 INCH. OTHER APPLICABLE CODES AND GOVERNING DOCUMENTS, THE CONTRACTOR SHALL BRING THE PROBLEM TREATMENT. FINISHED JOINTS SHALL BE NOT LESS THAN 14" IN WIDTH. JOINTS OF WALLBOARD ABOVE CEILING B. ACOUSTIC SEALANT: NON -HARDENING, NON -SKINNING FOR USE IN CONJUNCTION WITH GYPSUM BOARD. TO THE ATTENTION OF DIVISION 9 DESIGNS FOR RESOLUTION PRIOR TO THE EXECUTION OF THE WORK. ARE REQUIRED TO BE TAPED ONLY, UNLESS OTHERWISE REQUIRED BY FIRE OR SOUND RATINGS. C. FINISHING ACCESSORIES: ASTM C 1047, GALVANIZED STEEL OR ROLLED ZINC, UNLESS OTHERWISE NOTED. 7• D. TYPES: AS DETAILED OR REQUIRED FOR FINISHED APPEARANCE. ALL MATERIAL SHALL BE NEW AND BEAR THE U.L. LABEL LISTED APPROVAL FOR ITS INSTALLED 3. FINISHED DRYWALL CONSTRUCTION SHALL BE FREE OF NOTICEABLE DEFECTS WHICH INCLUDE JOINT RIDGING, E. SPECIAL SHAPES: IN ADDITION TO CONVENTIONAL CORNERBEAD AND CONTROL JOINTS, PROVIDE U-BEAD APPLICATION. STARVED JOINTS, BOARD EDGES DAMAGED OR OUT OF PLACE, JOINT BLISTERS, NAIL POPS, PIN HOLES IN JOINT AT EXPOSED PANEL EDGES. 8.SUBMITTALS TREATMENT OR ANY OTHER VISIBLE DEFECTS. FINISH WALLS SHALL BE TRUE TO LINE, SMOOTH AND READY TO F. JOINT MATERIALS: ASTM C 475 AND AS RECOMMENDED BY GYPSUM BOARD MANUFACTURER FOR PROJECT CIRCUIT BREAKERS USED FOR SWITCHING OF LIGHTING OR SIGN CIRCUITS SHALL BE APPROVED FOR RECEIVE FINISH MATERIAL. CONDITIONS. SWITCHING DUTY AND SHALL BE MARKED'SWD' IN ACCORDANCE WITH N.E.C. ART. 240.83 (d). 1. WITHIN FIVE DAYS OF THE AWARD OF THE CONTRACT, THE CONTRACTOR SHALL SUBMIT TO DIVISION 9 DESIGNS G. SCREWS FOR ATTACHMENT TO STEEL MEMBERS LESS THAN 0.03 INCH IN THICKNESS, TO WOOD MEMBERS 9. AND BUILDING MANAGEMENT A SCHEDULE SHOWING THE SEQUENCE IN WHICH THE CONTRACTOR PROPOSES TO 4. PATCH AND REPAIR SURFACES BLEMISHES AND CRACKS IN EXISTING GYPSUM WALLBOARD WALLS, SILLS AND/OR PROVIDE'LOCKING' TYPE DEVICES ON ALL CIRCUIT BREAKERS CONNECTED TO EMERGENCY AND NIGHT CARRY OUT THE WORK. WHERE APPLICABLE, THE SCHEDULE SHALL TAKE INTO ACCOUNT ANY PHASING AND TO GYPSUM BOARD: ASTM C 1002; SELF -PIERCING TAPPING TYPE; CADMIUM -PLATED FOR EXTERIOR LIGHTING, SIGNS, FIRE ALARM, SECURITY SYSTEMS, AFTR HOUR DEPOSIT AND AUTOMATIC TELLER REQUIREMENTS SUBMITTED BY THE OWNER AND TENANT, AND AS DESCRIBED IN THE CONSTRUCTION SET. EACH SOFFITS WITHIN THE CONSTRUCTION AREA. PREPARE AS REQUIRED FOR SCHEDULED FINISH. LOCATIONS. H. SCREWS FOR ATTACHMENT TO STEEL MEMBERS FROM 0.033 TO 0.112 INCH IN THICKNESS: ASTM C 954; MACHINES. MAJOR CONSTRUCTION TASK IS TO BE IDENTIFIED WITH PROJECTED START AND FINISH DATES. CRITICAL ITEMS, 5. ALL GYPSUM PANEL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH GYPSUM ASSOCIATION DOCUMENT STEEL DRILL SCREWS FOR APPLICATION OF GYPSUM BOARD TO LOADBEARING STEEL STUDS. 10. LEAD TIMES AND EVENTS ARE TO BE INDICATED. PROJECT SCHEDULE IS TO BE UPDATED AT LEAST EVERY TWO GA-216-2007'APPLICATION AND FINISHING OF GYPSUM PANEL PRODUCTS'. REFERENCES TO LEVELS OF GYPSUM ALL SWITCHES, DUPLEX RECEPTACLES AND TELEPHONE OUTLETS TO BE FLUSH MOUNTED, THROUGHOUT WEEKS. BOARD FINISH ARE PER GYPSUM ASSOCIATION DOCUMENT GA-214-2007'RECOMMENDED LEVELS OF GYPSUM UNLESS NOTED OTHERWISE. ALL DEVICES TO MATCH BUILDING STANDARD. 11. PROJECT NUMBER: 2. WHERE REQUIRED ELSEWHERE IN THESE DOCUMENTS, OR AS DIRECTED BY DIVISION 9 DESIGNS, THE BOARD FINISH'. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR EXACT LOCATIONS INCORPORATEDOCTORSHALL N THE WORK. HOP DRAWINGS AND SAMPLES OF ALL MATERIALS AND GOODS TO BE 6. CONTROL JOINTS: PLACE CONTROL JOINTS CONSISTENT WITH LINES OF BUILDING SPACES AND AS INDICATED BUT GENERAL FINISH NOTES OF HVAC EQUIPMENT WHERE APPLICABLE. 22032 NOT MORE THAN 30 FEET APART ON WALLS AND CEILINGS OVER 50 FEET LONG. 12. 3. SUBMITTALS SHALL INCLUDE THREE SAMPLES OR SET OF SAMPLES AS INDICATED ABOVE ND/OR SCALE COPIES 1. ALL FINISHES AND MATERIALS SHALL BE AS INDICATED IN THE DOCUMENTS. NO SUBSTITUTIONS WILL BE POWER, VOICE AND DATA PLANS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS. OF MANUFACTURER'S PRODUCT DATA. FOR SHOP DRAWING SUBMITTALS OF THREE SHEETS OR MORE, PROVIDE 7. WALL BOARD: PAPER -FACED GYPSUM WALLBOARD AS DEFINED AS ASTM C 1396/C 1396M; SIZES TO MINIMIZE ACCEPTED WITHOUT PRIOR APPROVAL OF DIVISION 9 DESIGNS AND BUILDING MANAGEMENT. THE GENERAL 13. A MINIMUM OF TWO PRINTS. ALLOW TWO WEEKS FOR REVIEW/ APPROVAL. THE CONTRACTOR SHALL REVIEW JOINTS IN PLACE; ENDS SQUARE CUT. CONTRACTOR SHALL COORDINATE WITH BUILDING MANAGEMENT FOR A LIST OF ACCEPTABLE BUILDING CONSULT PLANS OF ALL OTHER TRADES FOR COORDINATION AND FOR RELATED AND ADJOINING WORK. ALL DRAWINGS AND PRODUCT DATA FOR COMPLIANCE WITH THE DOCUMENTS, PRIOR TO DIVISION 9 DESIGNS' STANDARD FINISHES WHEN APPLICABLE. 14. REVIEW. 8. ACOUSTIC ATTENUATION: STC OF 45119 CALCULATED IN ACCORDANCE WITH ASTM E 413, BASED ON TESTS CONSULT ARCHITECTURAL DRAWINGS AND DETAILS FOR CONSTRUCTION TYPE, HEADROOM, ROOM CONDUCTED IN ACCORDANCE WITH ASTM E 90. 2. SURFACES TO RECEIVE FINISH WORK SHALL BE PREPARED IN ACCORDANCE WITH THE MANUFACTURER'S FINISHES, CEILINGS, ETC. DRAWING ISSUE: RECOMMENDATIONS. IF SURFACES ARE NOT ACCEPTABLE TO RECEIVE A FINISH, THE GENERAL CONTRACTOR QUALITY ASSURANCES 9. FINISH GYPSUM BOARD IN ACCORDANCE WITH LEVELS DEFINED IN ASTM C 840, AS FOLLOWS: SHALL HAVE SURFACES CORRECTED BEFORE PROCEEDING WITH APPLICATION OF SPECIFIED FINISH. FOR REVIEW A. LEVEL 4: WALLS AND CEILING TO RECEIVE PAINT FINISH OR WALL COVERINGS, UNLESS OTHERWISE AND PRICING: 06.30.2022 THE GENERAL CONTRACTOR SHALL: INDICATED. 3. WITH REGARD TO PAINTED SURFACES, THE NUMBER OF COATS SPECIFIED IS THE MINIMUM NUMBER REQUIRED. REVISION 1: 07.20.2022 Q B. LEVEL 1: FIRE RATED WALL AREAS ABOVE FINISHED CEILINGS, WHETHER OR NOT ACCESSIBLE IN THE APPLY ADDITIONAL FINISH COATS WHEN UNDER COATS, STAINS OR OTHER CONDITIONS SHOW THROUGH THE 1. SHALL COMPLY WITH APPLICABLE CODES, REGULATIONS, ORDINANCES AND REQUIREMENTS OF AUTHORITIES COMPLETED CONSTRUCTION. APPLIED COAT OF PAINT. PAINT FILM SHALL BE OF UNIFORM THICKNESS, TEXTURE, COLOR AND APPEARANCE. AT C. TAPE, FILL AND SAND EXPOSED JOINTS, EDGES AND CORNERS TO PRODUCE SMOOTH SURFACE READY TO EXISTING WORK, APPLY TWO COATS OF PAINT. AT NEW WORK, APPLY PRIME COAT AND TWO FINISH COATS. PAINT HAVING JURISDICTION, INCLUDING ACCESSIBILITY GUIDELINES WHERE APPLICABLE. SUBMIT COPIES OF RECEIVE FINISHES. TYPE SHALL BE COMPATIBLE WITH SURFACE OR MATERIAL UPON WHICH IT IS APPLIED. INSPECTION REPORTS, NOTICES AND SIMILAR DOCUMENTS TO DIVISION 9 DESIGNS AND BUILDING MANAGEMENT. D. FEATHER COATS OF JOINT COMPOUND SO CAMBER IS MAXIMUM 1/32 INCH. E. MAXIMUM VARIATION OF FINISHED GYPSUM BOARD SURFACE FROM TRUE FLATNESS: 1/8 INCH IN 10 FEET IN 4. ALL MISCELLANEOUS GRILLES, PLATES OR OTHER SUCH ITEMS OCCURRING IN WALLS OR CEILINGS SHALL BE 2. SHALL PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN ANY DIRECTION. FINISHED TO MATCH THE SURFACE WHERE THEY OCCUR, UNLESS INDICATED OTHERWISE. SIMILAR SERVICE FOR THREE YEARS. 10. BOARD INSTALLATION 5. WHERE FLOOR FINISHES MEET, FLASH PATCH AS REQUIRED SO THAT THE FINISHED HEIGHTS ARE FLUSH. 3. SHALL USE EXPERIENCED INSTALLERS, FURNISH EVIDENCE OF EXPERIENCE IF REQUESTED. A. COMPLY WITH ASTM C 840, GA-216 AND MANUFACTURER'S INSTRUCTIONS. INSTALL TO MINIMIZE BUTT END 4. SHALL DELIVER, HANDLE AND STORE MATERIALS IN STRICT ACCORDANCE WITH MANUFACTURERS' JOINTS, ESPECIALLY IN HIGHLY VISIBLE LOCATIONS. INSTRUCTIONS. B. FIRE -RATED CONSTRUCTION: INSTALL GYPSUM WALLBOARD IN STRICT COMPLIANCE WITH REQUIREMENTS GENERAL OF ASSEMBLY LINING. 5. SHALL ENGAGE AND PAY FOR TESTING AGENCIES AS REQUIRED. 11. PROVIDE COMPLETED ASSEMBLIES COMPLYING WITH ASTM C 840 AND GA-216. CONDITIONS 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. Gl I DEMOLITION PLAN SCALE: 1/8" = 1'-0" DEMOLITION REFLECTED CEILING PLAN SCALE: 1/8" = V-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 EXISTING DOOR TO BE REMOVED, SALVAGE FOR REUSE IN NEW CONSTRUCTION d h - - - EXISTING 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. 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. O 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. Og 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: ram- -�� FOR REVIEW I-_, _JJ EXISTING FIXTURE TO BE REMOVED, SALVAGE FOR REUSE IN NEW CONSTRUCTION LL AND PRICING: 06.30.2022 REVISION 1: 07.20.2022 ® 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 LIGHTS, AUDIO AND VISUAL ALARMS, PULL STATIONS, ETC AS REQUIRED BY ALL APPLICABLE CODES AND ORDINANCES HAVING JURISDICTION ON THIS PROJECT WITH CONTRACTOR. REFER TO MEP DRAWINGS FOR EXACT LOCATION AND SPECIFICATION OF EMERGENCY EGRESS LIGHTING AND EXIT FIXTURES. DEMOLITION PLANS AND NOTES DEMOLITION REFLECTED CEILING KEY NOTES E DRYWALL HEADER CREATED FROM DEMOLITION OF EXISTING WALL. Dl A RECEPTION 101 100 100 1 A41 1 "L AT -p Dopp. EXAM EXAM 103 1 1 105 103 105 CORRIDOR 101 102 �104 3 A4.1 BUSINESS Ir OFFICE 1D 102 EXAM 104 5 1 PARTITION PLAN SCALE: 1/8" =1'-0" I:I:tU] JAMB DOOR FRAME DETAILS SCALE: 3" = 1'-0" DOOR SCHEDULE 7 REST Aa.1 111 OPP. 0 LAB/ EXAM OFFICE s 111 117 A4.1 A4.1 6 1 114 CEDURE BREAK IT/ STOR. 6 118 110 112 117 ] 112 114 CORR. 6 6 115 116 113 6 5 9 6 Aa.1 6 OFFICE/ OFFIC 1 OFFICE EXAM 113 116 5 WALL AS SCHEDULED HOLLOW METAL FRAME ADDLIED STOPS AT ZING, OFFICE SIDE _LOW METAL FRAME )R 1 99 5P y 5 P `�5 J� A, 5 �L SIDE OF DOOR. 1'-0" MIN. CLEAR AT PUSH SIDE OF DOOR TYPICAL DOOR PLACEMENT SCALE: 1/2" = V-0" NUMBER (W XIZE H X D) 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 HM 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 - TOILET ACCESSORY MOUNTING HEIGHT SCALE: 1/2" =1'-0" -�L 2" TYP. 2" TYP. O BUILDING STANDARD SINGLE DOOR BUILDING STANDARD DOOR ELEVATION SCALE: 1/2" = V-0" PLAN LEGEND EXISTING WALLS TO REMAIN 100 ROOM NUMBER NEW WALLS 100 DOOR NUMBER EXISTING DOOR TO REMAIN 1 ELEVATION MARKER \ NEW OR RELOCATED DOOR NEW CASEWORK PARTITION PLAN GENERAL NOTES 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. 1❑ 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 5/8" AFF. COMPLETELY SEAL TOP AND BOTTOM OF ALL DOORS WITH FINISH. 1 .14 .. 011 111111 . . 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 A REFLECTED CEILING PLAN LEGEND 1 NEW CEILING GRID - MATCH EXISTING CEILING HEIGHT DUPLEX RECEPTACLE, 20 AMP i SINGLE GANG BOX FOR VOICE & DATA CONNECTION. PROVIDE CONDUIT TO ACCESS POINT ABOVE FINISHED CEILING. PROVIDE PULL STRINGS FROM BOX TO ACCESS O® EXISTING FIXTURE TO REMAIN POINT ABOVE CEILING ® NEW FIXTURE TO MATCH EXISTING/ RELOCATED FROM DEMOLITION p QUAD RECEPTACLE ® 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. 3. REFER TO DESIGN/BUILD ELECTRICAL DRAWINGS FOR EMERGENCY FIXTURE LOCATIONS. 4. COORDINATE ALL FIRE SAFETY EQUIPMENT, INCLUDING EXIT SIGNS, EMERGENCY BACK-UP LIGHTS, AUDIO AND VISUAL ALARMS, PULL STATIONS, ETC AS REQUIRED BY ALL APPLICABLE CODES AND ORDINANCES HAVING JURISDICTION ON THIS PROJECT WITH CONTRACTOR. REFER TO MEP DRAWINGS FOR EXACT LOCATION AND SPECIFICATION OF EMERGENCY EGRESS LIGHTING AND EXIT FIXTURES. 5. PROVIDE T-BAR HOLD DOWN CLIPS ON ALL FIXTURES WHERE APPLICABLE. 6. SEE DESIGN/BUILD DRAWINGS FOR SPRINKLER/ FIRE SUPPRESSION PLAN. 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 TENANTS 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. AN 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 z LOCATION OF TENANT'S IT EQUIPMENT. CORRDINATE WITH TENANT FOR EXACT LOCATION 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: 06.30.2022 REVISION 1: 07.20.2022 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. 3. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH SPECIFICATIONS AND 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. FINISH PLAN SCALE: 1/8" = 1'-0" FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR BASE WALLS NOTES ALL NORTH EAST SOUTH 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 VEW 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-1 118 PROCEDURE LVT-1 VB-1 PT-1 FINISH SPECIFICATIONS 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 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: 70045 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: 07.20.2022 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: 20 CHARCOAL 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" = 1'-0" NOT USED SCALE: 1/4" = 1'-0" WALL CABINETS - PL-X FINISH COUNTERTOPAND 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 SECTION COUNTERTOP AS SCHEDULED DROP -IN STAINLESS SINK LAMINATE CABINET DOOR ATTACHED LAMINATE TOE KICK COUNTEI SS-1 PROVIDE TWO GROA 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 SECTION 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" = V-0" COUNTERTOP AND BACKSPLASH - SS-1 FINISH BASE CABINETS - PL-1 FINISH ELEVATION SCALE: 1/4" = V-0" NOT USED SCALE: 3/4" = 1'-0" NOT USED 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 0 (V 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. COUNTERTOPAND 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" = V-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 INTERIOR ELEVATIONS AND SECTIONS A4ml SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" ,0 1