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Home My WebLink AboutCLE202200173 Application 2022-12-29 (2)C 7 BRICKS AND MINIFIGS RENOVATION 2050 BOND STREET, SUITE 1 10, CHARLOTTESVILLE, VA 22901 100% CONSTRUCTION DOCUMENTS 11/08/2022 LOCATION MAP Sa�yo�`rm 1PQ Iluk4 reat�N r.eomve e ,rM�Sn 1 I/ 11 4\«pb . cosT<o wno�eae�e �+ 'lop The StwpS at StancTQ •;,� wT _ s"mir swore na. as Sbrwa Center rb i � � v 1 Po c r� 2050 BOND STREET CHARLOTTESVILLE, VA 22901 VICINITY MAP 2 BRICKS AND MINIFIGS, SUITE 110 PROJECT DESCRIPTION AND SCOPE OF WORK THIS PROJECT CONSISTS OF AN INTERIOR RENOVATION OF LANDLORD PROVIDED TENANT SPACE AT THE SHOPS AT STONEFIELD IN CHARLOTTESVILLE, VA. THIE RENOVATION CONSISTS OFANEW RETAIL STORE FOR THE SALE OF LEGOS AND SIMILAR AND ASSOCIATED PRODUCTS, A PARTY ROOM FOR HOSTING SMALL GROUPS OF PEOPLE WITH TABLES AND CHAIRS AND BACK OF HOUSE AREAS INCLUDING RESTROOMS AND STOCK I STORAGE ROOMS FOR STORAGE OF PRODUCTS NOT ON DISPLAY. THE RENOVATION WILL PRIMARILY LEAVE THE EXISTING SPACE UN -ALTERED WITH THE EXCEPTION OF ADDING A 314 HEIGHT PARTITION TO CREATE A NEW EMPLOYEE AREA AS PART OF THE BACK -OF -HOUSE. EXISTING FINISHES WILL RECEIVE A NEW COAT OF PAINT WHERE INDICATED. TWO EXISTING ACCESSIBLE RESTROOM WILL BE WITHIN THIS SPACE, AND WILL BE AVAILABLE TO THE PUBLIC. A NEW DRINKING FOUNTAIN COMPLYING WITH ADA REQUIREMENTS WILL BE PROVIDED IN THE EMPLOYEE AREA WITH SIGNAGE INDICATING THAT ACCESS TO THE PUBLIC IS AVAILABLE UPON REQUEST. EXISTING SINKS WITHIN BACK -OF -HOUSE AREAS ARE TO REMAIN AND WILL SERVE TO SUPPORT THE STORAGE USE AS THE MERCHANDISE THAT IS SOLD I USED FOR PARTIES REQUIRES CLEANING AFTER USE AND BEFORE STORING. THERE WILL BE NO KITCHENETTE OR SIMILAR TYPE OF ROOM FOR THE PROJECT. EXISTING FIRE SUPPRESSION, MECHANICAL AND ELECTRICAL WORK WILL BE LEFT UNTOUCHED. ANY FUTURE ALTERATION TO THESE SERVICES WOULD BE FILED UNDER A SEPARATE PERMIT REQUEST. 3 THIS PROJECT CONSISTS OF THE FOLLOWING WORK: LIMITED LOCAL DEMOLITION ONLY AS NEEDED FOR NEW CONSTRUCTION NEW INTERIOR PARTITIONS & DOORS NEW FLOOR FINISHES AS INDICATED NEW PAINT FINISHES NEW PLUMBING EQUIPMENT AND CONNECTION (DRINKING FOUNTAIN) NEW LED EXIT SIGNS TO MATCH EXISTING NEW FURNITURE, FURNISHINGS AND MERCHANDISE SHELVING NEW TENANT SIGNAGE (UNDER SEPARATE PERMIT) EXISTING WORK NOT ALTERED WITH THIS RENOVATION EXISTING TENANT SPACE (ENVELOPE AND DEMISING WALLS) PROVIDED BY LANDLORD EXISTING LANDLORD STOREFRONT EXISTING ACCESSIBLE RESTROOM(S) BY LANDLORD EXISTING ELECTRICAL PANEL EXISTING AIR HANDLING UNITS EXISTING I SUPPLEMENTED WATER HEATER EXISTING I MODIFIED AIR DISTRIBUTION (DUCTWORK & DIFFUSERS) EXISTING SPECIALTY OVERHEAD COILING DOOR EXISITNG CEILINGS (CEILING GRID & TILES AND GWB SOFFITS) EXISTING LIGHTING AS SCHEDULED EXISTING FIRE PROTECTION SPRINKLER SYSTEM ANY ALTERATIONS PERFORMED ON ABOVE WORK TO BE FILED UNDER SEPARATE PERMIT 4 DRAWING LIST G-001 COVER G-002 GENERAL NOTES LS-101 LIFE SAFETY AND CODE ANALYSIS AD-101 DEMOLITION PLANS AD-102 EXISTING CONDITIONS A-101 FLOOR PLANS 5 DESIGN DEVELOP ARCHITECTURE • VISUALIZATION • ENTITLEMENT www.designdevelopllc.com ARCHITECT Design Develop, LLC 418 East Main Street Charlottesville, VA 22902 434.443.4045 Contact: Khanh Uong, RA Email: kuong@designdevelopllc.com NO. DESCRIPTION DATE BRICKS AND MINIFIGS RENOVATION 100% CONSTRUCTION DOCUMENTS 2050 BOND STREET, SUITE 110, CHARLOTTESVILLE, VA 22901 COVER DATE: 11 /08/2022 DRAWN BY: MM CHECKED BY: BP G-001 0 N O n. S o 0 �? 0 N N O C 1 2 3 4 5 GENERAL CONTRACTOR NOTES ACCESSIBILITY NOTES DEMOLITION NOTES GENERAL NOTES LANDLORD NOTES 1. THE G.C. SHALL REVIEW ALL DOCUMENTS, VERIFY ALL DIMENSIONS, AND CONFIRM THAT THE WORK CAN BE BUILT AS SHOWN. IN THE EVENT OF ANY CONFLICTS OR OMISSIONS WITHIN THE DRAWINGS, G.C. TO 1.INALL BUILDINGS, FLOORS OFAGNENSTORY SHALL BEACOMMON LEVEL THROUGHOUT, ORSHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER ELEVATORS OR SPECIALACCESS LIFTS. 1. THE TERM "PATCH AND REPAIR" SHALL BE DEFINED AS: THE PROCESS OF REPAIRING FLOOR, WALL, OR CEILING SURFACES THAT HAVE BEEN DAMAGED OR AREADJACENT TO DEMOLISHED CONSTRUCTION. THE 1.CONTRACTOR T0COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK. 1.TENANTSGENERAL CONTRACTOR SHALL SUBMITACONSTRUCTION DEPOSIT WITH LANDLORD'S ONSITE REPRESENTATIVE PER CENTER REQUIREMENTS. CONTACT TENANTS PROJECT MANAGER 8 ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE REPAIR SHALL INCLUDE, BUT NOT BE LIMITED T0: FILLING VOIDS SOLID WITH CONCRETE, PREPARING C A I THE DESIGN AND CONSTRUCTION OF ALL STRUCTURES SHALL COMPLY WITH THE CURRENT VIRGINIA UNIFORM STATEWIDE BUILDING CODE: 1. CURRENT BUILDING CODES THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT ENFORCES THE FOLLOWING APPLICABLE CODES AND STANDARDS CORRESPONDING TO THE CURRENT VUSBC: 2018 VIRGINIA EXISTING BUILDING CODE (VCC) [2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) WITH STATE AMENDEMENTS] 2018 VIRGINIA CONSTRUCTION CODE (VCC) [2018 INTERNATIONAL BUILDING CODE (IBC) WITH STATE AMENDEMENTS] 2018 VIRGINIA PLUMBING CODE (VPC) 12018 INTERNATIONAL PLUMBING CODE (IPC) WITH STATE AMENDEMENTS] 2018 VIRGINIA MECHANICAL CODE (VMC) [2018 INTERNATIONAL MECHANICAL CODE (IMC) WITH STATE AMENDMENTS] 2018 VIRGINIA FUEL GAS CODE (VFGC) 12018 INTERNATIONAL FUEL GAS CODE (IFGC) WITH STATE AMENDMENTS] 2018 VIRGINIA ENERGY CONSERVATION CODE (VECC) [2018 INTERNATIONAL ENERGY CONSERVATION CODE (VECC) WITH STATE AMENDEMENTS] 2017 NATIONAL ELECTRICAL CODE (NFPA 70) 2018 VIRGINIA PROPERTY MAINTENANCE CODE [2018 INTERNATIONAL PROPERTY MAINTENANCE CODE (VPMC) WITH STATE AMENDEMENTS] 2018 VIRGINIA STATEWIDE FIRE PREVENTION CODE [2018 INTERNATIONAL FIRE CODE (IFC) WITH STATE AMENDEMENTS] STANDARDS REFERENCED IN 2018 VIRGINIA CONSTRUCTION CODE 2016 NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS 2016 NFPA 72 NATIONAL FIRE ALARM CODE 20091CC At 17.1 ACCESSIBLE AND USABLE BUILDING AND FACILITIES ADDITIONAL STANDARDS RFERENCED: 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN EFFECTIVE MARCH 15, 2012 2. BUILDING INFORMATION - EXISTING BUILDING AND TENANT: - BUILDING CODE FOR EXISTING CONSTRUCTION: VUSBC 2012 -OVERALL BUILDING CONSTRUCTION CLASSIFICATION: TYPE IIB (NON COMBUSTIBLE, UNPROTECTED) - SEISMIC ZONE:1 - SPRINKLERS: FULLY SPRINKLERED TO MEET REQUIREMENTS OF NFPA 13 (2010) - FIE ALARM: PROVIDED TO MEET REQUIREMENTS OF NFPA 72 (2010) - CURRENT TENANT DESIGN DATA: - OCCUPANCY CLASSIFICATION: ASSEMBLY (UNCONCENTRATED - TABLES AND CHAIRS) USE GROUP A-2 -AREA FOOTPRINT:2,170 SQUARE FEET - NUMBER OF STORIES:1 -CALCULATED OCCUPANT LOAD:108 PEOPLE - EXITS PROVIDED: 2 (2 REQUIRED) - MAXIMUM TRAVEL DISTANCE: I10'-V - MAXIMUM DIAGONAL OF SPACE: 65'4" - REMOTENESS BETWEEN EXITS: 30'-2" PROVIDED (16'4' REQUIRED) - EGRESS WIDTH PROVIDED:120" - EGRESS WIDTH AT MAIN EXIT: 72" - EGRESS WIDTH AT SECONDARY EXIT: 48" - REQUIRED TENANT FIRE RATED SEPARATION:1 HOUR - EXTERIOR WALL FIRE RATING REQUIRED: NIA 3. BUILDING CODE ANALYSIS - NEW TENANT WORK: - BUILDING CODE FOR NEW WORK: VUSBC 2018 (SEE CODES LISTED ABOVE) - OVERALL BUILDING CONSTRUCTION CLASSIFICATION: TYPE IIB (NON COMBUSTIBLE, UNPROTECTED) - SEISMIC ZONE:1 -SPRINKLERS: FULLY SPRINKLERED TO MEET REQUIREMENTS OF NFPA 13 (2010) - FIE ALARM: PROVIDED TO MEET REQUIREMENTS OF NFPA 72 (2010) - NEW TENANT DESIGN DATA: -OCCUPANCY CLASSIFICATION: MIXED NON -SEPARATED OCCUPANCIES (VCC 508.3) OF MERCANTILE (RETAIL) USE GROUP M AND ASSEMBLY USE GROUP A-3 -AREA FOOTPRINT:2,170 SQUARE FEET - NUMBER OF STORIES:1 -CALCULATED OCCUPANT LOAD: 54 PEOPLE (SEE LIFE SAFETY FLOOR PLAN) - EXITS PROVIDED: 2 (2 REQUIRED) - MAXIMUM TRAVEL DISTANCE: 86'-7' - MAXIMUM COMMON PATH OF TRAVEL: 30'.1" - LONGEST DEAD-END CORRIDOR: 8'-8" - MAXIMUM DIAGONAL OF SPACE: 65'A" - REMOTENESS BETWEEN EXITS: 32'-8" PROVIDED (16'-4" REQUIRED) - EGRESS WIDTH PROVIDED:108" - EGRESS WIDTH AT MAIN EXIT: W' - EGRESS WIDTH AT SECONDARY EXIT: 44" - REQUIRED TENANT FIRE RATED SEPARATION: i HOUR - EXTERIOR WALL FIRE RATING REQUIRED: NIA 4. BUILDING CODE ANALYSIS - MODIFICATIONS TO EXISTING BUILDING: - BUILDING CODE FOR MODIFICATIONS TO EXISTING BUILDING: VEBC 2018 (SEE CODES LISTED ABOVE) - CHANGE IN OCCUPANCY: YES (FROM ASSEMBLY USE GROUP A-2 TO MIXED MERCANTILE USE GROUP M AND ASSEMBLY USE GROUP A-3) -ALL NEW WORK SHALL COMPLY WITH 2O18 VUSBC REQUIREMENTS FOR USE GROUP M AND A -VEBC TABLE 705.2 MEANS OF EGRESS HAZARD CATEGORIES - EXISTING A-2 OCCUPANCY CLASSIFICATION: RELATIVE HAZARD LEVEL 3 - NEW M OCCUPANCY CLASSIFICATION: RELATIVE HAZARD LEVEL 3 / NEW A-3OCCUPANCY CLASSIFICATION: RELATIVE HAZARD LEVEL 3 - NEW OCCUPANCY CLASSIFICATIONS ARE CONSIDERED EQUIVALENT HAZARD LEVEL TO EXISTING 5. NEW WORK BUILDING CODE REQUIREMENTS FROM 2018 VCC FOR USE GROUP A (MOST RESTRICTIVE OCCUPANCY FOR A MIXED NON -SEPARATED M /A): - EXIT ACCESS TRAVEL DISTANCE (VCC 1017.2): 250 FEET MAXIMUM -COMMON PATH OF TRAVEL (VCC TABLE 1006.2.1):75 FEET MAXIMUM . DEAD END CORRIDORS (VCC 1020.4): 20 FEET MAXIMUM - NUMBER OF EXITS REQUIRED (VCC SECTION 1006): OCCUPANT LOAD BETWEEN 50 AND 500 REQUIRES MINIMUM OF TWO EXITS - NUMBER OF ACCESSIBLE MEANS OF EGRESS REQUIRED (VCC 1009.1): 2 - EXIT REMOTENESS, FOR SPRINKLERED BUILDING (VCC 1007.1.1 EXCEPTION 2):NOT LESS THAN 114 THE MAXIMUM OVERALL DIAGONAL DIMENSION OF AREA SERVED - MINIMUM WIDTH OF EGRESS COMPONENTS REQUIRED (VCC 1005.3 AND 1020.2): - DOORS (VCC 1005.3.2.): 32 INCHES -STAIRS (VCC 1005.3.1): 44INCHES I ACCESSIBLE ROUTE=48INCHES CLEAR MINIMUM (VCC 1009.3) -CORRIDORS: (VCC 1020.2):36INCHES (X < 50OCCUPANTS) 44INCHES (X> 50OCCUPANTS) - INTERIOR FINISHES (VCC TABLE 803.13): BASED ON RESIDENTIAL GROUP R-1, MATERIALS FOR THE ENTIRE BUILDING WILL MEET THE FOLLOWING CRITERIA: - ROOM WALLS AND CEILINGS: CLASS C; 75 - 200 FLAME SPREAD; 0 - 450 SMOKE -DEVELOPED - EXIT ACCESS CORRIDORS WALLS AND CEILINGS: CLASS C; 75 - 200 FLAME SPREAD; 0 - 450 SMOKE -DEVELOPED -VERTICAL EXITS WALLS AND CEILINGS: CLASS B; 26- 75 FLAME SPREAD; 0-450 SMOKE -DEVELOPED. - EXIT ENCLOSURE FLOOR FINISH: CLASS II; RADIANT FLUX NOT LESS THAN 2.2 KWIMA2 BUT LESS THAN 4.5 KWIMA2 (VCC 804.4.2) - COMBUSTIBLE DECORATIVE MATERIALS (VCC 806.2 EXCEPTION 4): THE AMOUNT OF COMBUSTIBLE FABRIC PARTITIONS SUSPENDED BY THE CEILING AND NOT SUPPORTED BY THE FLOOR SHALL COMPLY WITH NFPA 701 OR NFPA 289AND SHALL NOT BE LIMITED - COMBUSTIBLE TRIM OTHER THAN FOAM PLASTIC (VCC 806.7): CLASS C; 75-200 FLAME SPREAD; 0- 450 SMOKE -DEVELOPED. ALL MATERIALS USED IN THE INSTALLATION OF NEW WORK MUST BE NON-COMBUSTIBLE BASED ON THE TYPE IIB CLASSIFICATION OF THE ORIGINAL BUILDING CONSTRUCTION, FOR ANY WOOD MATERIALS INSTALLED, FIRE - RETARDANT TREATED WOOD IS ALLOWABLE (VCC 603.1) AND IS REQUIRED 6. SPRINKLER REQUIREMENTS (VCC CHAPTER 9) -ANY NEW WORK SHALL BE PERFORMED IN COMPLIANCE WITH NPFA 13 (2016) 7. PORTABLE FIRE EXTINGUISHERS (VCC SECTION 906): ONE 5 LB CLASS ABC FIRE EXTINGUISHER PROVIDED - ORDINARY (MODERATE) HAZARD OCCUPANCY - MINIMUM RATED SINGLE EXTINGUISHER: TYPE 2A:10B:C - MAXIMUM FLOOR AREA PER UNIT OF A:1,500 SF (2A PROVIDED = 3,000 SF) - MAXIMUM FLOOR AREA FOR EXTINGUISHER:11,250 SF - MAMUM DISTANCE OF TRAVEL TO EXTINGUISHER: 75 FEET - UNDER 40 LBS REQUIRED TO BE INSTALLED SO THAT THE TOP OF THE EXTINGUISHER IF NOT MORE THAN 5' AFF (VCC 906.9.1) - PORTABLE EXTINGUISHERS MUST BE PROVIDED IN ACONSPICUOUS LOCATION, UNOBSTRUCTED AND UNOBSCURED, AND IN AN UNLOCKED CABINET (VCC 906.5, 906.6 AND 906.8) 8. ENERGY CODE COMPLIANCE - EXISTING BUILDING EXTERIOR ENVELOPE (VECC C501.2): NO REMOVAL, ALTERATION OF THE EXSITNG EXTERIOR CONSTRUCTION IS REQUIRED AND NONE WILL BE PERFORMED THEREFORE COMPLIANCE WITH THE CURRENT ENERGY CODE IS NOT APPLICABLE AS THE EXISTING BUILDING WAS CONSTRUCTED TO COMPLY WITH THE 2012 VECC PLUMBING FIXTURES (VCC CHAPTER 29) TYPE EXISTING REQUIRED EXISTING PROVIDED NEW WORK REQUIRED NEW WORK PROVIDED WATER CLOSET (WC) 1 PER 75 OCC 1 M+W 2 UNISEX 1 UNISEX 2 UNISEX TO REMAIN LAVATORIES (SINKS) 1 PER 200 OCC 1 M+W 2 UNISEX 1 UNISEX 2 UNISEX TO REMAIN SERVICE SINK 1 SERVICE SINK 1 1 1 EXISTING TO REMAIN DRINKING FOUNTAIN 1 PER 500 OCC NONE 1 1 ADA WITH BOTTLE FILL FIXTURE CALCULATIONS FOR NEW WORK: OCCUPANCY # OCCUPANTS WATERCLOSETS #REQ SINKS # REQ DRINKING FOUNTAIN # REQ MERCANTILE (M) 19 TOTAL 1 PER 500 OCC 0.04 1 PER 750 OCC 0.03 1 PER 1,000 OCC 0.01 ASSEMBLY (A-3) 31 TOTAL 1 PER 75 OCC 0.41 1 PER 200 OCC 0.16 1 PER 500 OCC 0.06 ACCESSORY 5 TOTAL 1 PER 100 OCC 0.05 1 PER 100 OCC 0.05 1 PER 1,000 OCC 0.01 TOTALS WATERCLOSETS 0.50 SINKS 0.24 DRINKING FOUNTAIN 0.08 OCCUPANT LOAD FACTORS (VCC TABLE 1004.5) FUNCTION AREA ABBREVIATION MERCANTILE 60GSF/OCCUPANT M STORAGE/STOCK 300GSFIOCCUPANT STO MECH/ACCESSORY 300GSFIOCCUPANT ACC ASSEMBLY (A-3) UNCONCENTRATED TABLES AND CHAIRS 15 NSF 1 OCCUPANT A-3 FIRE RESISTANCE RATINGS MATRIX - BUILDING ELEMENTS CONSTRUCTION TYPE IIB (NON-COMBUSTIBLE) VCC 2018 BUILDING ELEMENT RATING READ (HOURS) PROVIDED TABLE 601 PRIMARY STRUCTURE 0 0 TABLE 601 BEARING WALL - EXTERIOR 0 0 TABLE 601 BEARING WALL - INTERIOR 0 0 TABLE 601 NON -BEARING WALLS - EXT 0 0 TABLE 601 NON -BEARING WALLS - INT 0 0 TABLE 601 FLOOR CONSTRUCTION 0 0 TABLE 601 ROOF CONSTRUCTION 0 0 s1a1 FLOOR PLAN - LIFE SAFETY 0 2' 4' 8' 1/4" = 1.4. 11 DESIGN DEVELOP ARCHITECTURE - VISUALIZATION - ENTITLEMENT www.designdevelopllc.com ARCHITECT Design Develop, LLC 418 East Main Street Charlottesville, VA 22902 434.443.4045 Contact: Khanh Uong, RA Email: kuong@designdevelopllc.com No. Description Date BRICKS AND MINIFIGS RENOVATION 100% CONSTRUCTION DOCUMENTS 2050 BOND STREET, SUITE 110, CHARLOTTESVILLE, VA 22901 LIFE SAFETY AND CODE ANALYSIS Project number 2022-Bricks and Figs Date 11/08/2022 Drawn by MM Checked by BP LS-101 Scale 1/4" = 1'-0" C 7 A RUN EXISTING PLUMBING TO NEW WATER FOUNTAIN EXISTING CONCRETE FLOOR FINISH TO REMAIN ALL PLUMBING FIXTURES AND WASHROOM ACCESSORIES ARE EXISTING TO REMAIN INSTALLED PER [CC Al17.120D9 EXISTING HOLLOW METAL DOOR AND FRAME TO REMAIN EXISTING RESTROOM THRESHOLD TO REMAIN SERVICE SINK EXISTING TO REMAIN ALL PLUMBING FIXTURES AND WASHROOM ACCESSORIES ARE EXISTING TO REMAIN INSTALLED PER ICC A117.12009 - EXISTING RESTROOM THRESHOLD TO REMAIN EXISTING HOLLOW METAL DOOR AND FRAME TO REMAIN EXISTING SINK AND SURROUNDING MILLWORK TO BE REMOVED EXISTING THREE -COMPARTMENT SINK TO REMAIN EXISTING HAND SINK TO REMAIN EXISTING BAR MILLWORK TO BE REMOVED EXISTING CASED OPENING WITH SALOON STYLE DOUBLE-ACTING SWING PANELS TO BE REMOVED Al FLOOR PLAN - DEMOLITION 4D-10 0 24' 8' 3/16" = 1'-O" DEMOLITION GENERAL SHEET NOTES EXSITNG HOLLOW METAL DOOR AND FRAME TO REMAIN EXSITNG STOREFRONT TO REMAIN E108 BUILDING --_--:.:---------------------------------------- _ SPRINKLER_________________________________________------ EXSITNG HOLLOW METAL DOOR �.� ROOM ---------------------------------- - -- - - - - - - - - - AND FRAME TO REMAIN NOT IN SCOPE ------------------------------------------- ------------------------------------------ -- \ ----------------------------------------- --- ---_--------_----------------_------_-_-_-_-_--------_-_ EXISTING OVERHEAD COILING ------------------------ - - - - ------------ DOOR TO REMAIN E�6) ------------------------------------------- ---------------------------------- ----- U---------------- -- -- ---------------------------------------- -- --- ------------------ � --- - - - -- - - ------------------- --------- --- - - ----------- -------------- EXSITNG STOREFRONT TO REMAIN --------------------------------- ---------- - `E105j -_----- ------------------------------- EXISTING ACOUSTIC TILE CEILING TO REMAIN TYPICAL EXISTING EMERGENCY LIGHT FIXTURES TO REMAIN TYPICAL EXISTING EXIT SIGNAGE TO REMAIN TYPICAL DESIGN DEVELOP ARCHITECTURE • VISUALIZATION • ENTITLEMENT www.designdeveloplIc.com ARCHITECT Design Develop, LLC 418 East Main Street Charlottesville, VA 22902 434.443.4045 Contact: Khanh Uong, RA Email: kuong@designdevelopllc.com -_IE-vc--------- --c------c�-----c------ _ - _ - - - ------c---- - - - - --- - -- u - - - -_- - - -_- - - -_- _-_-_-_-_ - --'L------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------- EXISTING WALL MOUNTED LIGHT FIXTURES TO REMAIN TYPICAL EXISTING EXIT SIGNAGE TO REMAIN TYPICAL - - - - - - - ---------- ----------------------------- --------- --------------------------- --------- ------------------ ----------------------- EXISTING SPRINKLER HEADS AND __ __ _ _ _ _ E101 SYSTEM TO REMAIN __ ____________________________ --________________________________________________ REMOVE ALL EXISTING FLOOR FINISHES TOCONCRETE SLAB =T/PICALTHROUGHOUT_-= - -_- -- - - = __ -- = - - EXSrrNG STOREFRONT DOUBLE ENTRY No. Description Date - - - - - -_ (� Q (� Q (� o _ - _ - � _ _ _ _ i HEADS TO REMAIN TYPICAL • O O • O O • O� 0 • FIXTURES �.�---------_-----------------------c--c--c--------------c--------------------c------c------------c------------------ AIN MAINTYPICAL OREM - - --- _ _ --- -- --- _- -_- _ - _-_- -_ - EXSITNG STOREFRONT TO REMAIN ---- - ----------------------cc----------cc----c------c------------c----cc----cc--cc----c-------- EXISTING GYPSUM BOARD AND METAL FRAMED FIT AND FPREP _- - - - _- - - - - -_ - - -_ TO REMAIN FOR PIA NT C - - - - - - -- - - -- - -- •- -- i-----� ---- - --- -------------- - ----------- - - - - -- - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ __ _ - .___i �.---- 1 INFORMATION SHOWN ON THIS DRAWING PERTAINING TO EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE BUILDING DRAWINGS OR GENERAL FIELD OBSERVATIONS AND MAY NOT INDICATE ACTUAL EXISTING CONDITIONS IN DETAIL OR DIMENSION. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ACTUAL EXISTING CONDITIONS PRIOR TO FABRICATION OR PERFORMANCE OF ANY WORK. SHOULD CONDITIONS BEDISCOVERED THAT PREVENT EXECUTION OF THE WORK AS INDICATED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING AND AWAIT DIRECTION BEFORE PROCEEDING WITH THE WORK. 2 SEE STRUCTURAL AND CIVIL DOCUMENTS FOR ADDITIONAL DEMOLITION REQUIREMENTS. DEMOLITION DRAWINGS ARE NOT THE LIMIT OF CONTRACT FOR DEMOLITION WORK. 3 UNLESS NOTED OTHERWISE, EXISTING FINISH SUBSTRATES TO REMAIN ARE TO BE PATCHED AND PREPARED FOR INDICATED FINISH. 4 PROTECT FROM WEATHER ANY OPENINGS TO THE INTERIOR, EITHER EXISTING OR CREATED DURING DEMOLITION. 6 CONTRACTOR TO VERIFY SIZE OF NEW SHAFT OPENINGS WITH MECHANICAL REQUIREMENTS. COORDINATE LOCATION OF NEW OPENINGS WITH ARCHTIECTURAL FLOOR PLANS. CONTRACTOR TO LAY OUT WALLS PRIOR TO CUTTING NEW OPENINGS IN FLOOR TO COORDINATE ALL REQUIRED DIMENSIONAL REQUIREMENTS. 6 OPENING DIMENSION ON DRAWINGS REFERS TO FINISH DIMENSION, UNO. EXISTING EXISTING DOOR REMOVED TO CREATE A SINGLE LARGER STORAGE ROOM CASED OPENING TO REMAIN EXISTING ELECTRICAL PANEL TO REMAIN - TENANT SHALL MAINTAIN ACCESS TO PANELS EXISTING HVAC SYSTEM AND REGISTERS TO REMAIN TYPICAL A3 REFLECTED CEILING PLAN - DEMOLITION D-10 0 2' 4' 8' 3/16" = 1'-0" 7 REMOVE ALL UNUSED PIPING, DUCTS, ETC IF EXPOSED OR UNCOVERED DURING DEMOLITION. COORDINATE WITH MEP SUB. UNLESS NOTED OTHERWISE, PATCH ALL VOIDS LEFT BY REMOVAL OF PIPES, DUCTS, ETC AND PREPARE FOR INDICATED FINISH. 8 PROTECT ALL EXISTING WORK TO REMAIN FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION. EXISTING LIGHT FIXTURES TO REMAIN TYPICAL DEMOLITION LEGEND ® EXISTING WALL, PARTITION, OR ARCHITECTURAL ELEMENT TO REMAIN - - EXISTING WALL, PARTITION, OR ARCHITECTURAL ELEMENT TO BE r- REMOVED \ DOOR AND FRAME TO BE REMOVED _1 EXISTING FLOOR TO BE REMOVED BRICKS AND MINIFIGS RENOVATION 100% CONSTRUCTION DOCUMENTS 2050 BOND STREET, SUITE 110, CHARLOTTESVILLE, VA 22901 DEMOLITION PLANS Project number 2022-Bricks and Figs Date 11/08/2022 Drawn by MM Checked by BP AD-101 Scale As indicated u 2 3 4 5 7 rsmoan �m C 7 A --------------------------- MOO it' #1: EXISTING EGRESS DOOR #2: EXISTING EXIT DOOR (NOT SHOWN IN ORIGINAL DRAWINGS BUT THERE) #3:NEW �/4 TALL WALL (NOT SURE WHAT 3/4 IS BUT ASSUME 8" TALLER THAN AN INTERIOR DOOR #4: OVERHEAD GARAGE DOOR TO REMAIN. #5: FRONT DOOR EXIT #6 INTERIOR DOORS TO BACKROOM #7 EXISTING SINK TO BE REMOVED AND WATER COOLER TO BE ADDED HERE (CODE COMPLIANCE UNLESS THERE IS AN EXEMPTION FOR NOT HAVING IT) #8: MOP SINK #9 VIEW TO BACK PANTRY #10 GENERAL VIEW OF RETAIL SPACE, DIVIDING WALL #11: VIEW TO BATHROOM #12: VIEW TO FACE OF EGRESS DOOR (OTHER SIDE OF #2) #13: VIEW OF SINK IN PANTRY. DESIGN DEVELOP ARCHITECTURE • VISUALIZATION • ENTITLEMENT www.designdevelopllc.com ARCHITECT Design Develop, LLC 418 East Main Street Charlottesville, VA 22902 434.443.4045 Contact: Khanh Uong, RA Email: kuong@designdevelopllc.com No. Description Date BRICKS AND MINIFIGS RENOVATION 100% CONSTRUCTION DOCUMENTS 2050 BOND STREET, SUITE 110, CHARLOTTESVILLE, VA 22901 EXISTING CONDITIONS Project number 2022-Bricks and Figs Date 11/08/2022 Drawn by MM Checked by BP AD-102 Scale u 2 3 4 5 PITTCON SWC-358-8 WALL CAP TRIM WHITE DOOR SCHEDULE AND HARDWARE SET REQUIREMENTS 9'-0" TOP OF WALL 314" FIRE RETARDANT PLYWOOD EGRESS ABILITY IMPAIRED LOCKSET MISCELLANEOUS HARDWARE KEY DESIGN iEa / REQUIREMENTS REQUIREMENTS (TYPE IA=6-0") O EXISTING TO REMAIN DEVELOP ►1EAD O NEW WORK PROVIDE ACOUSTIC SEALANT AT ALL PENETRATIONS AND OPENINGS � 5 z y z o ti z w ARCHITECTURE VISUALIZATION ENTITLEMENT U OJ w o 3 O W H J K U H O W J 35/8" METAL FRAMING 20GA DOOR FRAME w - W H V p Q H F a i ¢ W O W a r O s y m s ti w K cw w O os p (TYPEtA=2"METAL FRAMING DOOR# ROOM NAME MATL SIZE MATL RATING Q o J 3 m w¢ ap a g ,"—� o o F w i g E o w COMMENTS �vww.designdeveloplc.com d 2 Q w O J 1- Q Q Y LL 2 6. U O 4l W LL 2 p Q (h (A 2 LL 31/2" ROCKWOOL COMFORTBATT MINERAL WOOL INSUALTION (TYPE tA=DELETED) E101 MAIN ENTRANCE ALUM/GLS 6-0" x 7'-0" ALUM O O O O O O O O 3 3 EXISTING SWING DOOR TO REMAIN E105 UNISEX HM 3'-0" x T-0" HM O O O O O O 3 3 O EXISTING SWING DOOR TO REMAIN CO GYPSUM BOARD WITH EGGSHELL PAINT FINISH - COLOR TO BE SELECTED BY TENANT z (TYPE 1A = ONE SIDE DELETED) Lu ARCHITECT Design Develop, LLC E106 UNISEX HM 3'-0" x 7'-0" HM O O O O O O 3 3 O EXISTING SWING DOOR TO REMAIN or o 418 East Charlottesville,'VA Street2902 E107 PARTY ROOM HM T-0" x T-0" HM O O O O 3 3 O EXISTING SWING DOOR TO REMAIN PLAN CD Z IF— 434.443.4045 Contact: Khanh Uong, RA E107A PARTY ROOM STUGLS 20'-0" x 10'-0" STL EXISTING OVERHEAD COILING DOOR TO REMAIN BASE 1/4" MIN ACOUSTIC SEALANT AND BACKER ROD AT x w Email: kuong@designdevelopllc.com E107B PARTY ROOM HM 3'-0" x T-0" HM O O O O 3 3 O EXISTING SWING DOOR TO REMAIN BASE MATERIAL TO BE SELECTED BY ENTIRE PERIMETER E106 REAR EXIT HM 3'-0" x TO" HM O O O O O 1 O O 3 3 1 EXISTING SWING DOOR TO REMAIN TENANT SCHEDULED FINISH FLOOR 104 EMPLOYEE AREA HM 3'-0" x T-0" HM O O O O O 3 3 O NEW LOCKABLE STORAGE SWING DOOR w SUBFLOOR METAL FRAMING CHANNEL 20GA z C1 NEW PARTITION A-101 1" = 1.4. 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