RCC 260-B4260-030 Project Drawings (Warsaw) 2025-01-09.pdf

B101a

DEPT.

ADD

GRID LINES

ROOM NUMBER

DOOR NO. ON PLAN

H.M. FRAME NO.

ON PLAN

REVISION: TYPE =

A.S.I/P.R./C.C.D./ADD.

CASEWORK

(FURNISHING PLANS ONLY)

ALUM. FRAME/WINDOW

TYPE

WALL TYPEA3ROOM NAME

B101a

SIM

SIM

A102 A103

SECTIONS

VIEW NUMBER

SHEET NUMBER WHERE VIEW IS DRAWN

DETAIL NUMBER

SHEET NUMBER

WHERE VIEW IS

DRAWN

DETAILS IN PLAN/SECTION

SHEET NUMBER WHERE VIEW IS TAKEN

SHEET NUMBER WHERE VIEW IS TAKEN

EARTH

GRAVEL

CONCRETE

CONCRETE MASONRY UNITS

SOLID CONCRETE

MASONRY UNITS

BRICK

WOOD-FINISHED

WOOD ROUGH

PLYWOOD

GYPSUM BOARD

ACOUSTIC TILE

STEEL - LARGE SCALE

ALL METALS - SMALL SCALE

GLASS - LARGE SCALE

BATT INSULATION

RIGID INSULATION

CERAMIC TILE

CARPET

Above finished floor AFF Acoustic ACST Acoustic Panel Ceiling APC Addendum ADD Alternate ALT Aluminum AL Angle L Approximate APPROX Architecture, ARCH architectural Asbestos ASB Asphalt ASPH Assistant ASST Association ASSN Automatic AUTO Average AVG Base plate BP Basement BSMT Beam BM Bearing BRG Bedroom BR Benchmark BM Board BD Boiler BLR Bottom BOT Brick BRK Building line BL Building BLDG Built-up-roof BUR Cabinet CAB Carpet CPT Catalog CAT Ceiling height CH Ceiling CLG Center CTR Centerline CL Ceramic Tile CT Ceramic CER Chalkboard CB Clear CLR Closet CLO Coated CTD Cold rolled CR Column COL Company CO Composition COMP Concrete Masonry Unit CMU Concrete CONC Construction joint CJ Construction CONSTR "Continue, Continuous" CONT Corridor CORR Countersink CSK Cubic CU Curve(d) CRV Dampproofing DP Degree DEG Department(al) DEPT Detail DET Diagonal DIAG Diameter DIA Dimension DIM Dishwasher DW Dispenser DISP Door DR Double DBL Double-hung DH Down DN Downspout DS Drain DR Drawing DWG Each EA East E Electric Water Cooler EWC "Electric, electrical" ELEC Elevation EL Elevator ELEV Engineer ENGR Entrance ENTR

Maximum MAX Mechanical MECH Membrane MEMB Men M Metal MET, MTL Mezzanine MEZZ Minimum MIN Mirror MIR Miscellaneous MISC Mounted MTD Mounting MTG Necessary NEC Noise-reduction NRC coefficient Nominal NOM Non Combustible NC, NONCOM North N Not in Contract NIC Not to scale NTS Not available NA Number NO Office OFF On center OC Opening OPNG Opposite OPP Outside diameter OD Overall OA Overhead OVHD Page P Painted PTD Pair PR Panel PNL Partition PTN Percent PCT Perforate(d) PERF Permanent PERM Perpendicular PERP Piece PC Plastic Laminate PLAM Plastic Laminate PLAS.LAM Plate PL Plumbing PLMB Plywood PLYWD Point PT Polyvinyl chloride PVC Precast PRCST Prefabricated PREFAB Preliminary PRELIM Preparation, prepare PREP Program PRGM Projection Screen PS Project PROJ Property PROP Public Address PA Quality control QC Quality QUAL Quantity QTY Quarry Tile QT Radius RAD Rain Leader RL Received RCVD Receptacle RCPT Receptionist RECPT Recess(ed) REC Refer, reference REF Refrigerate, refrigerator REFR Reinforce REINF Reinforced concrete RC Remove RMV Repair RPR Required REQD Revise, revision REV Right hand RH Road RD Roof Drain RD Roof RF Roofing RFG Room RM Rubber tile floor RTF

Rubber RBR Schedule SCHED Schematic SCHEM Section SECT Service SVCE "Sheet, sheeting" SHT Shower SH Siding SDG Similar SIM Slope SL Sound-transmission STC class South S Speaker SPKR Specification SPEC Sprinkler SPR Square SQ Stainless steel SS Standard STD Standpipe SP Steel STL Storage STOR Structural Glazed SGFT Facing Tile Structural, structure STRUCT Substitute SUBST Surface SURF Suspend(ed) SUSP Switch SW Symmetrical SYM System SYS Tackboard TB Tackstrip TS Telephone TEL Television TV Temporary TEMP Terrazzo TER Thick THK Through THRU Toilet T Tongue and groove T&G Top and bottom T&B Top chord TC Top of Masonry Parapet TMP Top of Bearing TOFB Top of Steel T.O.S.

Topping TOPG Total TOT Transformer XFMR Transom TR Transparent TRANS Tread TRD Threshold THRESH Typical TYP Underground UG Underwriters UL Laboratories Unfinished UNF Unit Ventilator UV Unless Otherwise Noted UON Urinal UR US Gypsum Company USG Verify in Field VIF Vertical VERT Vestibule VEST, V Vinyl Reducing Strip VRS Vinyl Composite Tile VCT Vinyl asbestos tile VAT Wardrobe WARD Water closet WC Waterproof WP Weight WT Welded WLD Welded Wire Mesh WWM With W/ Without W/O Women W Wood WD Wrought Iron WI

Equal EQ Equipment EQUIP Exhaust EXH Existing EXIST Existing to Remain ETR Expansion joint EXP JT Exposed EXP Exterior EXT Fabricate FAB Face of Stud F. OF S.

Fan Coil Unit FCU Fiberglass-reinforced FRP plastics Finish FIN Finished Floor FF Fire Extinguisher FE Fire Extinguisher & FEC Cabinet Fire Retardant Treated FRT Fireproof FPRF Fixture FXTR Flange FLG Flashing FL Floor FL Floor drain FD Flooring FLG Fluorescent FLUOR Footing FTG Foundation FDN Furnish(ed), furniture FURN Furring FURR Gage (gauge) GA Galvanize(d) GALV Galvanized Iron GALVI Glazed Wall Tile GWT Grab Bar GB Grade GR Gravel GVL Gypsum Wallboard GWB Gypsum GYP Handicapped HC Hardware HDW Heating ventilating and HVAC air conditioning Height HGT High Point HPT High Performance HP High Performance HPC Coating Hollow Metal HM Horizontal HORIZ Include(d), inclusive INCL Incorporated INC Information INFO Inside diameter ID Install(ed), installation INSTL Insulation INSUL Interior INT Janitor JAN Joint JT Joist J, JST Junction box JB Knock down KD Laboratory LAB Lavatory LAV Left Hand LH Left L Length LG Level LVL Light LT Machine MACH Maintenance MAINT Manager MGR Manual MNL Manufacturing MFG Markerboard MB Masonry opening MO Masonry MSNRY Master bedroom MBR Material MATL

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TS01

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JANUARY 9, 2025

BID SET

GP #22006.16

LIST OF DRAWINGS

TS01 TITLE SHEET

ARCHITECTURAL

A001 CODE STUDY - FIRST FLOOR

A002 OVERALL FIRST FLOOR PLAN

A101 PARTIAL FLOOR PLAN

A102 PARTIAL FLOOR PLAN

A301 SCHEDULES & SIGNAGE

MECHANICAL

M000 LEGENDS, ABBREVIATIONS & GENERAL NOTES

MD101 PARTIAL FIRST FLOOR PLAN - DEMOLITION

M101 PARTIAL FIRST FLOOR PLAN - DUCTWORK

M501 DETAILS

M701 SCHEDULES & SPECIFICATIONS

FIRE SUPPRESSION

FX001 GENERAL NOTES, SYMBOLS & ABBREVIATIONS

FX002

FX101 OVERALL FIRST FLOOR DEMOLITION PLAN

FX111 OVERALL FIRST FLOOR NEW WORK PLAN

ELECTRICAL

E000 LEGENDS, ABBREVIATIONS & GENERAL NOTES

ED101 PARTIAL FIRST FLOOR PLAN - DEMOLITION

E101 PARTIAL FIRST FLOOR PLAN - LIGHTING

E102 PARTIAL FIRST FLOOR PLAN - POWER AND SPECIAL SYSTEMS

E701 DETAILS, SCHEDULES & SPECIFICATIONS

APPROPRIATION ACT NUMBER

D E S I G N T E A M

DEB PROJECT CODE 260-B4260-030

RCC - WARSAW CAMPUS

INTERIOR RENOVATION

52 Campus Dr, Warsaw, Virginia

BID SET

JANUARY 9, 2025

DRAWING KEY

SYMBOLS OF MATERIALS

ABBREVIATIONS

VIRGINIA COMMUNITY COLLEGE SYSTEM

300 Arboretum Place, Suite 200 Richmond, Virginia 23236

OWNER

ARCHITECT MEP ENGINEER

GRIMM + PARKER ARCHITECTS

123 East Main St, Second Floor Charlottesville, Virginia 22902

2RW CONSULTANTS

100 10th St. NE, Suite 202 Charlottesville, Virginia 22902

VICINITY MAP LOCATION MAP

ASBESTOS DISCLOSURE STATEMENT

LEAD DISCLOSURE STATEMENT

AN ASBESTOS INSPECTION WAS PERFORMED AND ACM WAS FOUND GENERALLY IN THE AREA INDICATED. THE ASBESTOS INSPECTION REPORT IS INCLUDED AS AN APPENDIX TO THE PROJECT SPECIFICATIONS. THE OWNER SHALL SUBMIT AN APPLICATION FOR PERMIT TO HAVE THE ASBESTOS-CONTAINING MATERIALS ABATED BY A LICENSED ASBESTOS CONTRACTOR UNDER A SEPARATE CONTRACT USING APPROVED PROCEDURES PRIOR TO ISSUING A NOTICE TO PROCEED TO THE GENERAL CONTRACTOR. ANY ACM THAT IS TO REMAIN AND THE NEW NON ASBESTOS-CONTAINING MATERIAL SHALL BE LABELED ACCORDINGLY. THE ASBESTOS ABATEMENT CONTRACTOR SHALL MARK UP THE AS-BUILT DRAWINGS RESULTING FROM ITS WORK TO INCLUDE AREAS WHERE ASBESTOS WAS ABATED, AREAS WHERE ASBESTOS WAS ENCAPSULATED, AND AREAS WHERE ACM EXIST BUT WERE LEFT IN PLACE. THE GENERAL CONTRACTOR SHALL REVIEW AND CERTIFY THE LOCATIONS WHERE ACM WAS ABATED, AREAS WHERE ACM WAS ENCAPSULATED AND AREAS WHERE ACM WAS LEFT IN PLACE AS MARKED ON THE AS-BUILT

DRAWINGS AND WILL PROVIDE THE DRAWINGS TO THE ARCHITECT.

AN INSPECTION TO IDENTIFY LEAD CONTAINING OR COATED BUILDING COMPONENTS HAS BEEN CONDUCTED AND CAN BE FOUND IN THE PROJECT SPECIFICATIONS. THIS REPORT IS PROVIDED FOR THE CONTRACTOR’S USE AND MAY NOT BE ALL INCLUSIVE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO COMPLY WITH ALL VIRGINIA OCCUPATIONAL SAFETY AND HEALTH (VOSH) REGULATIONS AS THEY PERTAIN TO EMPLOYEE EXPOSURES TO LEAD. ALL LEAD AND LEAD-COATED BUILDING COMPONENTS SHALL BE

RECYCLED TO THE EXTENT POSSIBLE.

DATE DESCRIPTION

HIGH PERFORMANCE BUILDNG ACT

IN ACCORD WITH THE HIGH PERFORMANCE BUILDINGS ACT, THE BUILDING IS EXEMPT FROM COMPLIANCE

BECAUSE THE RENOVATED BUILDING AREA IS NOT GREATER THAN 5,000 GROSS SQUARE FEET.

PROJECT NAME AND LOCATION

NAME RAPPAHANNOCK COMMUNITY COLLEGE - OFFICE RENOVATIONS

STREET ADDRESS 52 CAMPUS DRIVE

COUNTY RICHMOND COUNTY

CITY, STATE WARSAW, VA

PROJECT DESCRIPTION: RENOVATION OF EXISTING COMMUNITY COLLEGE OFFICE SUITES

APPLICABLE CODES

BUILDING CODE 2021 VIRGINIA EXISTING BUILDING CODE (VEBC)

2021 VIRGINIA CONSTRUCTION CODE (VCC)

VIRGINIA CONSTRUCTION & PROFESSIONAL SERVICES MANUAL, 2024 (CPSM), REV 1

ISSUED 10/10/24

ACCESSIBILITY ADA90-TITLE II (2010) ASAD CHAPTER 2 FOR SCOPING, ICC A117.1-2017 CHAPTERS 1 AND 3

THROUGH 11 FOR TECHNICAL REQUIREMENTS

BUILDING USE AND CONSTRUCTION CLASSIFICATION

VCC

USE GROUP: B, BUSINESS 304.1

A-3, ASSEMBLY 303.4

BUILDING AREA (PER VCC): 52,946 SF (92,000 SF ALLOWABLE)

PROPOSED CONSTRUCTION TYPE TYPE IIB (EXISTING)

ALLOWABLE BUILDING HEIGHT/STORIES: 75' (VCC TABLE 504.3), 3 STORIES (VCC TABLE 504.4)

ACTUAL BUILDING HEIGHT/STORIES: 20' MAXIMUM, 1 STORY

DESIGN OCCUPANT LOAD Total Occupants: 10 (See Occupant Load Calculation Schedule, A001)

BUILDING VOLUME: 1,103,160 CUBIC FEET (EXISTING)

APPLICABLE CODES AND TABULATIONS

EXISTING CLASSROOM BUILDING

RICHMOND ROAD

H W

Y

N/A

January 9, 2025

SPECIFICATIONS

OCCUPANCY LEGEND

ASSEMBLY

(UN-CONCENTRATED)

BUSINESS AREAS

AREA OF WORK

OFFICE SUITE 'B'

AREA OF WORK

1111 SF

OFFICE SUITE 'B'

MAX COMMON PATH OF

TRAVEL

146' - 6"

(300' MAX. ALLOWABLE)

MAX COMMON PATH OF

TRAVEL

109' - 11"

(300' MAX. ALLOWABLE)

187 SF

CONFERENCE ROOM

13141 SF

OFFICE SUITE 'A'

EGRESS WIDTH

VCC

Egress width at doors and corridors .15"/OCC. (1005.3.2, Exception 1)

PROJECT NAME AND LOCATION

NAME RAPPAHANNOCK COMMUNITY COLLEGE - OFFICE

RENOVATIONS

STREET ADDRESS

COUNTY

CITY, STATE

PROJECT DESCRIPTION: RENOVATION OF EXISTING COMMUNITY COLLEGE OFFICE SUITES

APPLICABLE CODES

Building Code:

Accessibility:

BUILDING USE AND CONSTRUCTION CLASSIFICATIONS

VCCMIXED SEPARATION:

Use Group:

Accessory Use Group:

B A-3

BUSINESS

ASSEMBLY

304.1 303.4

Building Area: First Floor 52,946 SF

Total

NOTES:

MAXIMUM DEAD END DISTANCES

REMOTENESS OF EXITS

VCC 1007.1.1 Exception 2 - 1/4 the Length of Maximum Room Diagonal (Credit for Sprinklered Building)

NUMBER OF REMOTE EXITS REQUIRED

VCC

1 Exit (Table 1006.2.1) 2 Exits (1006.2.1) 3 Exits (1006.2.1.1) 4 Exits (1006.2.1.1)

FIRE RATING REQUIREMENTS- STRUCTURAL ELEMENTS/ EGRESS COMPONENTS

Rating Required VCC

EMERGENCY LIGHTING REQUIREMENTS

ALL MEANS OF EGRESS 1008

MINIMUM CORRIDOR WIDTH REQUIREMENTS

Width VCC

EXIT CORRIDOR 1020.3 (Non-classroom)

TRAVEL DISTANCE TO EXITS

VCC

Maximum Length of Travel in Fully Sprinklered Building 300' (TABLE 1017.2) Maximum Length Common Path of Travel in Fully Sprinklered Building

100' (TABLE 1006.2.1)

Spaces with One Means of Egress, Maximum Travel Distance to an Exit Access Door

100' (TABLE 1006.2.1)

INTERIOR FINISH REQUIREMENTS

Per VCC Table 803.13

OCCUPANCY LOADS AND EGRESS REQUIREMENTS

Location Calculated Area in Sq. Ft.

Sq. Ft. per Person

Occupa nt Load

Egress Width

Required

Egress Width

Provided

Number Exits

Required

Number Exits

Provided

OFFICE SUITE 'A' 141 150 GSF 1 32" 34" 1

OFFICE SUITE 'B'

CONFERENCE ROOM

32" 32"

34" 34"

FIRE PROTECTION SYSTEM REQUIREMENTS

System VCC

Automatic Sprinklers YES Fire Alarm System YES 907.2.2 Smoke Detection System NO -- Partial Smoke Detection YES --

Location DOORS WITH HOLD

OPEN DEVICES

1. Mixed use separation walls must have 45 minute rated opening protectives.

2. All fire partitions must comply with Section 708.4 of the VCC Code. They must extend from the top of the fire resistance rated floor/ ceiling assembly below to the underside of the floor or roof slab or deck above and must be securely attached thereto.

3. Refer to 1/8" plans & coord. w/ MEP drawings for chases thru floor. Enclosure walls around these floor openings must be

(1) hour rated & must extend from floor tight to deck above - pack w/ safing insulation. Rating to be as follows: 6" CMU- U.L. #U906 Gyp. Bd. - Gypsum Assoc. assembly WP1110

4. Refer to sheet A301 for wall termination details at rated walls.

5. Refer to the Door Schedule for doors with closers required.

6. All rated walls and partitions must be permanently identified with signs or stenciling as follows:

SYMBOL KEY

ALLOWABLE # OCC.

REQ'D WIDTH

ACTUAL # OCC.

ACTUAL WIDTH

2 HOUR RATING

1 HOUR RATING

By Room

Rooms Less Than 51 Occupants Rooms with 51 - 500 Occupants Rooms with 501 - 1000 Occupants Rooms with More than 1000 Occupants

VCC

2 Exits (Table 1006.3.2) 3 Exits (Table 1006.3.2) 4 Exits (Table 1006.3.2)

By Story

1 - 500 Occupants 501 - 1000 Occupants More than 1000 Occupants

33"

32" 16590 a. Identification markings must be located in accessible concealed floor, floor-ceiling and attic spaces.

b. Identification markings must be located within 15'-0" of the end of each wall and at intervals not exceeding 30'-0" measured horizontally along the wall or partiion.

c. Lettering must not be less than 3" in height with a minimum 3/8" stroke in contrasting color incorporating the following wording: "FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS".

CODE REVIEW

44 IN. / 72 IN.,

50 FT. (1020.4) Exception 2

52 CAMPUS DRIVE, WARSAW, VA 22572

RICHMOND COUNTY

WARSAW, VA

2021 VIRGINIA CONSTRUCTION CODE (VCC)

2021 VIRGINIA EXISTING BUILDING CODE (LEVEL 2 ALTERATION) (VEBC)

VIRGINIA CONSTRUCTION & PROFESSIONAL SERVICES MANUAL, 2024 (CPSM), REV

1 ISSUED 10/10/24

ADA90-TITLE II (2010) ASAD CHAPTER 2 FOR SCOPING, ICCA117.1-2017 CHAPTERS 1

AND 3 THROUGH 11 FOR TECHNICAL REQUIREMENTS

52,946 SF

150 GSF

15 NSF

CPSM

4.1.2.1 #2b (Classroom)

CPSM

4.1.2.1 #3

*No change in Occupancy Classification or Occupancy Load

Existing Type of Construction: TYPE IIB

Existing Fire Protection: NFPA 13

Allowable Building Height: 75' (VCC TABLE 504.3), 4 Stories (VCC TABLE 504.4)

Actual Building Height: 20' MAXIMUM

Allowable Building Area: 92,000 SF 506.2 (B, S1, Type IIB)

903.2.11.6

Primary Structural Frame 0 TABLE 601 Exterior Bearing Walls 0 TABLE 601, SECTION 704.10, TABLE 705.5 Exterior Non-Bearing Walls 0 TABLE 705.5 Interior Bearing Walls 0 TABLE 601 Floor / Ceiling Assemblies 0 TABLE 601 Roof / Ceiling Assemblies 0 TABLE 601 Columns 0 TABLE 601 Beams 0 TABLE 601 Egress Corridors 0 TABLE 1020.2 Corridor Doors 0 716.1(2) Smoke Barrier 1 709.3 Smoke Partitions 0 710.3 Smoke Barrier Doors 20 MIN. 710.5.2, 716.2.2.1 Mixed Use Separation N/A 508, TABLE 508.4

141 SF

OFFICE SUITE 'A'

MAX COMMON PATH OF

TRAVEL

21' - 1"

(100' MAX COMMON PATH

OF TRAVEL ALLOWED)

CONFERENCE

OFFICE

182B

187 SF

CONFERENCE ROOM

1111 SF

OFFICE SUITE 'B'

EXISTING OFFCE

(NOT IN PROJECT SCOPE)

EXISTING OFFCE

(NOT IN PROJECT SCOPE)

EXISTING OFFCE

(NOT IN PROJECT SCOPE)

MAX COMMON PATH OF

TRAVEL

60' - 7"

OFFICE

113C

OFFICE

113B

OFFICE

113A

WAITING

EXISTING OFFICE CUBICLE CONFIGURATION

NOTE THERE IS NO OCCUPANCY COUNT

CHANGE WITH THE NEW CONSTRUCTION

710 SF

EXISTING

OFFICE

SUITE

EXISTING OFFCE

(NOT IN PROJECT

SCOPE)

EXISTING OFFCE

(NOT IN PROJECT

SCOPE)

EXISTING OFFCE

(NOT IN PROJECT

SCOPE)

329 SF

MEETING

EXISTING ROOM CONFIGURATION

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A001

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JANUARY 9, 2025

BID SET

GP #22006.16

1/16" = 1'-0"F18

CODE STUDY PLAN - FIRST FLOOR

1/4" = 1'-0"C11

ENLARGED CODE STUDY PLAN - AREA A

1/4" = 1'-0"A18

ENLARGED CODE STUDY PLAN - AREA B

EXISTING PLAN AT AREA A

1/8" = 1'-0"

EXISTING PLAN AT AREA B

1/8" = 1'-0"

AREA NOT IN PROJECT SCOPE - BUSINESS

DATE DESCRIPTION

OCCUPANT LOAD CALCULATIONS (AREAS)

AREA NAME

AREA

(SF)

AREA PER

OCCUPANT (SF)

GROSS OR

NET

OCCUPANCY

LOAD

EGRESS WIDTH

REQ'D

ASSEMBLY (UN-CONCENTRATED)

CONFERENCE

ROOM

187 SF 15 SF NET 13 2.5

BUSINESS AREAS

OFFICE SUITE 'B' 1111 SF 150 SF GROSS 8 1.5

OFFICE SUITE 'A' 141 SF 150 SF GROSS 1 0.2

AREA NOT IN PROJECT SCOPE - ASSEMBLY

GENERAL NOTE APPLICABLE TO ALL DRAWINGS - ITEMS AND CONDITIONS DETAILED, NOTED

OR OTHERWISE IDENTIFIED ON ONE OF THE SECTIONS OR DETAILS ARE APPLICABLE AND

BINDING TO ALL OTHER SECTIONS AND DETAILS FOR IDENTICAL OR SIMILAR CONDITIONS.

1. ALL CONSTRUCTION AND WORK REPRESENTED IN THE COMPLETE SET OF DOCUMENTS IS

ASSUMED TO BE NEW AND FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS

OTHERWISE NOTED.

2. THE DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY

ONE IS REQUIRED BY ALL. NO DRAWING SHALL HAVE PRECEDENCE ONE OVER THE OTHER,

NOR SHALL DRAWINGS OR SPECIFICATIONS HAVE PRECEDENCE ONE OVER THE OTHER. IN

THE EVENT OF A CONFLICT IN THE DOCUMENTS, THE CONTRACTOR SHALL SEEK THE

INTERPRETATION OF THE ARCHITECT. THE CONTRACTOR SHALL NOT PROCEED WITH

WORK UNTIL SUCH INTERPRETATION IS OBTAINED. IF THE CONTRACTOR PROCEEDS

WITHOUT CLARIFICATION, THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND

REPLACE ANY WORK NOT CONFORMANT TO THE ARCHITECT'S DIRECTION WITHOUT

ADDITIONAL COST TO THE OWNER.

3. IF A CONFLICT EXISTS BETWEEN DRAWINGS OF DIFFERENT SCALES, CONSULT THE

ARCHITECT FOR CLARIFICATION.

4. IN THE ABSENCE OF A WRITTEN DIMENSION, OR IN CASE OF DOUBT AS TO THE PROPER

MEASUREMENT, CONSULT THE ARCHITECT FOR CLARIFICATION.

5. IF AN AREA OR SPACE IS SHOWN, BUT IS NOT CLEARLY DEFINED OR INDICATED BY NOTES, PROVIDE THE SAME MATERIALS AND FINISHES AS SCHEDULED OR DETAILED FOR AREAS

OF SIMILAR USE ELSEWHERE IN THE BUILDING,

6. SECTIONS INDICATED ARE INTENDED TO SHOW THE SPECIFIC CONSTRUCTION WHERE

REFERENCED AS WELL AS ESTABLISH THE GENERAL CONSTRUCTION DETAILS FOR

SECTIONS THROUGHOUT THE PROJECT WHICH DO NOT HAVE SPECIFIC SECTIONS DRAWN.

THE MOST SIMILAR SECTIONS TO BE ADAPTED TO ANY SECTIONS NOT DETAILED. ANY

SPECIFIC QUESTIONS CONCERNING CONSTRUCTION NOT ADEQUATELY COVERED BY THE

ABOVE SHOULD BE DIRECTED TO THE ARCHITECT DURING THE BIDDING.

7. TYPICAL DETAILS THROUGHOUT THE DRAWING SET TO APPLY FOR ALL APPLICABLE

CONDITIONS EVEN IF NOT SPECIFICALLY SHOWN OR REFERENCED.

8. AT ALL OUTSIDE CORNERS OF INTERIOR CMU WALLS, COLUMN ENCLOSURES, PIPE CHASES

OR OTHER WALL PROJECTIONS, PROVIDE MASONRY UNITS WITH BULLNOSED (ROUNDED)

EDGES WITH 1" RADIUS, UNLESS OTHERWISE NOTED OR WHERE SCHEDULED TO RECEIVE

CERAMIC TILE. WHERE MASONRY CORNERS ALIGN WITH BULKHEADS, TRANSITION FROM

BULLNOSE CORNER UNITS TO SQUARE CORNER UNITS.

9. UNLESS SPECIFICALLY NOTED OTHERWISE, ENCLOSE ALL VERTICAL MECHANICAL PIPES,

RAIN LEADERS, ETC. WITH 4" CMU OR GYPSUM BOARD TO MATCH SURROUNDING FINISHES.

10. IF A CONFLICT EXISTS BETWEEN JOINT LOCATIONS SHOWN ON THE ELEVATIONS AND

PLANS, CONSULT THE ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION. REFER

TO FLOOR PLANS FOR LOCATIONS OF CONTROL JOINTS (C.J.) IN INTERIOR MASONRY

WALLS.

11. ALL EXTERIOR CAVITY WALLS TO HAVE CONTINUOUS FLEXIBLE FLASHING AT THE BOTTOM

OF THE CAVITY WITH WEEP VENTS TO THE OUTSIDE. ALL FLASHING BUILT INTO WALLS TO

BE LAPPED AND SEALED. REFER TO FLASHING DETAILS INDICATED.

12. INCLUDE PROJECTIONS, BEAM ENCLOSURES, RECESSES, BULKHEADS, PILASTERS AND

SIMILAR ENCLOSURES AS PART OF WALL AND CEILING FINISHES AS SCHEDULED.

13. ALL APPURTENANCES BUILT INTO OR THROUGH WALLS, INCLUDING DOORS, DUCTS,

WINDOWS, LOUVERS, GRILLES, MECHANICAL WORK, ETC. TO FIT TIGHT AND BE

THOROUGHLY SEALED AROUND PERIMETERS. WORK AT EXTERIOR WALLS TO BE FLASHED

OR OTHERWISE WATERPROOF SEALED.

14. FIELD CHECK ROUGH AND/OR FINISHED DIMENSIONS FOR ACCURATE FITTING OF

CABINETS, COUNTERS, LOCKERS, DOORS, WINDOWS, FIXTURES, SHELVING, GATES AND

OTHER INSTALLATIONS PRIOR TO SHOP OR FACTORY FABRICATION. PROVIDE FILLER

STRIPS, SCRIBE STRIPS, BASES, CLOSURE FINISHES AND TRIM FOR A COMPLETE

INSTALLATION.

15. PROVIDE APPROPRIATE TRANSITION STRIPS AT CHANGES IN FLOOR ELEVATIONS.

16. EACH CONTRACTOR MUST REFER TO ALL DRAWINGS AND BE RESPONSIBLE FOR WORK

PERTAINING TO THEIR PARTICULAR TRADE. ALL CONTRACTORS MUST COORDINATE THE

WORK OF ALL TRADES AND FIELD CHECK AGAINST ANY CONFLICTS BETWEEN DRAWINGS.

REPORT CONFLICTS TO THE ARCHITECT FOR CLARIFICATION.

17. ACCESS PANELS, LOUVER OPENINGS, VENTILATORS, GRILLES, VALVE CABINETS, FIRE

DAMPERS OR OTHER APPURTENANCES AFFECTING WALLS, CEILINGS OR FLOORS ARE

SHOWN THROUGHOUT THE DRAWINGS. PROVIDE NECESSARY LINTELS, SUPPORT AND

ANCHORAGE. SEE STRUCTURAL NOTES FOR LINTEL REQUIREMENTS.

18. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATIONS OF

CONCRETE PADS TO BE PROVIDED BELOW OR AROUND EQUIPMENT.

19. INSTALL ELECTRIC SWITCHES, OUTLETS, THERMOSTATS, CONTROLS, CLOCKS, SPEAKERS,

FLAGPOLE HOLDERS AND OTHER WALL-MOUNTED ACCESSORIES IN LOCATIONS WHICH

ARE UNOBSTRUCTED BY CABINETS, COUNTERS, RACKS, DISPLAY BOARDS, FIXTURES,

SHELVING OR OTHER FURNISHINGS OR EQUIPMENT DESIGNATED FOR SPACES SHOWN ON

DRAWINGS. THESE DEVICES MAY BE SHOWN ON THE ARCHITECTURAL DRAWINGS TO

ALERT OTHER SUB-CONTRACTORS OF THEIR PRESENCE. COORDINATE INSTALLATION

WITH THE ELECTRICAL DRAWINGS. ADVISE THE ARCHITECT OF CONFLICTS IN LOCATION OR

TYPES OF DEVICES SHOWN PRIOR TO INSTALLATION. DO NOT INSTALL WALL-MOUNTED

ITEMS ON, THROUGH OR INTO ANY EQUIPMENT UNLESS INDICATED.

20. MOUNT ELECTRIC SWITCHES, THERMOSTATS AND OTHER ELECTRONIC CONTROLS

LOCATED IN THE SAME VICINITY AT THE SAME HEIGHT ABOVE FINISHED FLOOR IN A

UNIFORM, ORDERLY FASHION UNLESS NOTED OTHERWISE.

21. FOR THE PURPOSES OF BIDDING (UNLESS OTHERWISE NOTED), ALL SYMBOLS (LABELED /

TAGGED OR UNLABELED/UNTAGGED) WHICH ARE LOCATED ON THE

FURNISHING/EQUIPMENT PLANS TO BE CONSIDERED AS IN CONTRACT WORK TO BE

PROVIDED BY THE CONTRACTOR. ALL SYMBOLS LOCATED ON THE PLANS DENOTE EITHER

FURNITURE, EQUIPMENT, CASEWORK OR MILLWORK. WHERE A SYMBOL IS LOCATED ON

THE PLANS BUT IS NOT LABELED OR TAGGED TO A SCHEDULE, THE CONTRACTOR MUST

SEEK CLARIFICATION FROM THE OWNER OR ARCHITECT BEFORE PROCEEDING. FOR

PURPOSES OF BIDDING ONLY, IF CLARIFICATION CANNOT BE OBTAINED FROM THE OWNER

OR ARCHITECT THROUGH ADDENDUM PRIOR TO THE BID DATE, THE CONTRACTOR MUST

NEVERTHELESS INCLUDE THE ITEM IN QUESTION IN THEIR BID, CONSIDERING IT THE SAME

AS THE TAGGED SYMBOL MOST NEARLY RESEMBLING THE UNTAGGED SYMBOL BASED ON

ITS SHAPE, SIZE, LINEWEIGHT(S), LOCATION, AND SCHEDULED USAGE IN SPACES OF

SIMILAR FUNCTION. THE CONTRACTOR MUST OBTAIN CLARIFICATION FROM THE

ARCHITECT PRIOR TO PROCEEDING WITH SHOP DRAWINGS.

GENERAL NOTES

KEY PLAN

AREA A

AREA B

WAITING

OFFICE

113A

OFFICE

113B

OFFICE

113C

OFFICE

182B

F16

A002 A102

CONFERENCE

F9

A002 A102

AREA NOT INCLUDED IN PROJECT SCOPE

EXISTING RATED PARTITIONS

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JANUARY 9, 2025

BID SET

GP #22006.16

1/16" = 1'-0"A002

C16 OVERALL FIRST FLOOR PLAN

DATE DESCRIPTION

1. REFER TO SHEET A301 FOR WALL TYPES AS REFERENCED ON PLANS WITH THE DIAMOND SYMBOL.

2. TYPICAL GYPSUM BOARD / STUD WALL PARTITION TO BE TYPE K1 UNLESS INDICATED OTHERWISE BY WALL TYPE

SYMBOLS, WALL SECTIONS OR OTHER DETAILS.

3. UNLESS NOTED OTHERWISE, WALLS MUST EXTEND TO THE ROOF OR FLOOR DECK ABOVE AND BE SEALED IN

ACCORDANCE WITH THE WALL TERMINATION DETAILS.

4. DIMENSIONS ON PLANS ARE FROM FACE OF MASONRY TO FACE OF MASONRY, FACE OF MASONRY TO FACE OF

GYPSUM BOARD OR FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD.

5. COLUMN GRID LINES ARE FOR REFERENCE ONLY, REFER TO STRUCTURAL DRAWINGS FOR COLUMN LOCATIONS.

6. FEC - INDICATES A FIRE EXTINGUISHER WITH A RECESSED CABINET. FE - INDICATES A FIRE EXTINGUISHER WITH

A WALL MOUNTING BRACKET.

7. UNLESS SPECIFICALLY INDICATED OTHERWISE, THE SAME WALL TYPE NEXT TO A DOOR OR OPENING TO

CONTINUE OVER THE DOOR OR OPENING.

8. PLAN LOCATION OF DOORS AND FRAMES RELATIVE TO THE PLANE OF THE WALL IS DIAGRAMMATIC ONLY. REFER

TO THE REFERENCED JAMB AND HEAD CONDITION DETAILS TO DETERMINE ACTUAL PLACEMENT OF DOOR AND

FRAME.

9. SIGNAGE N.I.C. PROVIDED BY OWNER.

GENERAL PLAN NOTES

10 11 12

M

136 SF

OFFICE

182B

182B

10' - 1"

K1

CONFERENCE

FURNITURE N.I.C.

5"

K10

A101A101

EXIST. 1-HR RATED PARTITION

KEY PLAN

AREA A

AREA B

10 11 12

M

REMOVE PORTION OF

WALL FOR NEW OPENING.

CAREFULLY REMOVE

EXISTING MASONRY SO

NEW MASONRY CAN BE

TOOTHED IN.

5"

10 11 12

M

OFFICE

182B

CONFERENCE

1. ALL WORK SHOWN IS EXISTING TO REMAIN UNLESS NOTED OR INDICATED AS DASHED LINES TO BE REMOVED.

THE EXTENT OF DEMOLITION WORK SHALL INCLUDE ALL INCIDENTAL DEMOLITION WORK NECESSARY TO PROPERLY PROVIDE ALL NEW WORK SHOWN AND SPECIFIED, TO INCLUDE MECHANICAL, ELECTRICAL, &

PLUMBING ITEMS.

2. DEMOLITION WORK SHOWN IS BASED ON EXISTING DRAWINGS AND INSPECTIONS. THE CONTRACTOR SHALL VISUALLY INSPECT ALL EXISTING CONDITIONS, AND IS RESPONSIBLE FOR PERFORMING THE INDICATED DEMOLITION WORK EVEN IF ACTUAL CONDITIONS DIFFER FROM THESE SHOWN ON THE DRAWINGS.

3. DEMOLITION CONTRACTOR SHALL COORDINATE WITH NEW WORK SECTIONS FOR ADDITIONAL INFORMATION

RELATED TO EXTENT OF DEMOLITION.

4. REFER TO ALL OTHER DRAWINGS IN THIS SET FOR INCIDENTAL DEMOLITION WORK NOT NOTED ON THE

DEMOLITION PLANS.

5. THE OWNER HAS FIRST RIGHT OF REFUSAL OF ALL SALVAGE ITEMS. THE CONTRACTOR SHALL PROPERLY

DISPOSE OF ALL CONSTRUCTION DEBRIS. DO NOT STOCKPILE DEBRIS ON SITE.

6. ITEMS TO BE DEMOLISHED SHALL BE REMOVED COMPLETELY INCLUDING ALL ANCHORS, HANGERS, FASTENERS, ADHESIVES, SEALANTS, PIPES, CONDUITS, DUCTS, ETC. UNLESS OTHERWISE INDICATED TO BE ABANDONED IN PLACE, OR WHERE SUCH PIPES, CONDUITS, DUCTS OR WIRING ARE TO REMAIN FOR CONNECTION TO NEW EQUIPMENT TO BE INSTALLED IN THE SAME LOCATION (SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION).

FINISHES TO REMAIN SHALL BE PATCHED, PAINTED, AND REPAIRED TO MATCH EXISITNG ADJACENT FINISHES.

7. CONC. SLABS TO REMAIN SHALL BE PATCHED, SCRAPED, LEVELED, AND CLEANED TO PROVIDE SURFACE

SUITABLE FOR NEW FINISHES.

8. PARTITIONS SHOWN TO BE REMOVED SHALL BE CONFIRMED BY THE CONTRACTOR AS TO TYPE OF PARTITION AND EXACT LOCATION. COMPLETELY REMOVE PARTITIONS FROM FLOOR TO STRUCTURE ABOVE INCLUDING

BASE, ALL FASTENERS, GROUTS, SEAL ANTS, ETC., UNLESS NOTED OTHERWISE.

9. REMOVE, PATCH AND REPAIR PORTIONS OF WALL PARTITIONS WHICH CONFLICT WITH NEW WORK TO BE

INSTALLED, EVEN IF NOT SPECIFICALLY NOTED TO BE DEMOLISHED ON PLANS.

10. WALLS TO BE REMOVED FROM INTERSECTING WALLS SHALL INCLUDE TOOTHED IN REPLACEMENT OF DAMAGED MASONRY ON WALL TO REMAIN AND REMOVAL OF TIES PROJECTING FROM WALLS. SEE DETAILS FOR ADDITIONAL

CONDITIONS.

11. WALLS TO BE PARTIALLY REMOVED SHALL BE TERMINATED WITH FINISHED MASONRY ENDS BY TOOTHING IN NEW MASONRY UNITS, TO MATCH ADJACENT MASONRY. SEE DETAILS FOR OTHER CONDITIONS. NO WALLS SHALL BE

TERMINATED WITH EXPOSED OPEN CELLS OR DAMAGED MASONRY UNITS.

12. WHERE NEW OPENINGS ARE SHOWN IN EXISTING WALLS, CAREFULLY REMOVE MASONRY TO NEAREST JOINT LINE WITHOUT DISTURBING ADJACENT WORK SO THAT NEW WORK CAN BE PATCHED IN TO MATCH. ALL NEW

MASONRY WORK SHALL BE TOOTHED IN.

13. ALL EXISTING STRUCTURE SHALL REMAIN, UNLESS NOTED OTHERWISE.

14. TEMPORARILY SUPPORT ALL BEAMS, LINTELS, PORTIONS OF WALLS ETC., TO BE DISTURBED BY DEMOLITION

WORK, UNTIL THEY ARE RE-SUPPORTED BY NEW WORK.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF EXISTING BUILDING ELEMENTS TO

REMAIN THROUGHOUT SEQUENCE OF WORK. ANY DAMAGE TO EXISTING BUILDING CONDITIONS SHOWN TO REMAIN SHALL BE RESTORED TO NEW WORK CONDITION AT NO ADDITIONAL COST TO THE OWNER.

16. WHERE FINISHES ARE INDICATED TO BE REMOVED, REMOVAL SHALL INCLUDE ANY GROUT, ADHESIVES, FASTENERS, AND ALL OTHER ITEMS USED TO ATTACH THE FINISHES TO THE SURFACES THAT THEY COVER.

17. ANY FLOOR AREAS DAMAGED BY THE DEMOLITION CONTRACTOR SHALL BE PATCHED TO MATCH EXISTING.

18. WHERE CEILINGS ARE TO BE REMOVED, REMOVE ALL CEILINGS SYSTEMS COMPLETE INCLUDING GRID, TRIM

HANGER, CLIPS, ETC. REUSE SALVAGED COMPONENTS WHERE INDICATED. WHERE NEW CEILINGS ARE SPECIFIED, NO DOUBLE CEILINGS PERMITTED. REMOVE ALL ORIGINAL CONCEALED CEILINGS WHERE

ENCOUNTERED.

19. ALL EXISTING SURFACES TO REMAIN SHALL BE PROTECTED, PATCHED IF DAMAGED AND CLEANED PRIOR TO

APPLICATION OF FINISHES.

20. CONTRACTOR TO PROTECT ALL EQUIPMENT AND OTHER ELEMENTS IN AREA OF NEW OR DEMOLITION WORK.

21. REMOVE MECHANICAL, ELECTRICAL AND PLUMBING ITEMS AS NOTED ON MECHANICAL, ELECTRICAL AND

PLUMBING PLANS. COORDINATE WITH CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING, FOR ADDITIONAL DEMOLITION NOTES. REMOVAL WORK IS INTENDED TO INCLUDE ALL ASSOCIATED ITEMS SUCH AS ELECTRICAL OUTLETS, SWITCHES, CONDUITS, CONTROLS, PIPING, MOUNTING BLOCKS, ETC., AS NOTED. THE CONTRACTOR SHALL REFER TO ALL CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND SPECIFICATIONS FOR PROCEDURES CONCERNING RELATED TRADES IN AREAS WHICH REQUIRE DEMOLITION.

REPAIR AND PATCH ANY AREAS DAMAGED DURING REMOVAL WORK.

GENERAL DEMOLITION NOTES

10 11 12

M

REMOVE AND REINSTALL CEILING

PANELS IN NEW GRID. REMOVE

CEILING GRID AND ASSOC.

SUPPORT MEMBERS.

REMOVE LIGHT

FIXTURES, TYP.

GYP. BOARD CEILING ETR

RECESSED LIGHT FIXTURES ETC, TYP.

2X2 CEILING SYSTEM. SEE FINISH

SCHEDULE

2X4 CEILING SYSTEM. SEE FINISH

SCHEDULE

GYPSUM BOARD CEILING

NOTE: SPOT ELEVATION SUFFIX "C.H." INDICATES FLAT CEILING HEIGHT ABOVE FINISH FLOOR. SUFFIX "L.P."

AND "H.P." INDICATE LOW POINT AND HIGH POINT OF SLOPED CEILING. WHERE ADJACENT, TRANSITION BETWEEN FLAT AND SLOPED CEILINGS SHALL UTILIZE APPROVED PRE-FINISHED ALUMINUM TRANSITION

STRIP. REFER TO SPECIFICATIONS.

RCP LEGEND

RECESSED DOWNLIGHT - SEE ELEC

1'X4' RECESSED LIGHT FIXTURE - SEE ELEC

2'X2' RECESSED LIGHT FIXTURE - SEE ELEC

1'X4' LIGHT FIXTURE - SEE ELEC

SUPPLY DIFFUSER, REGISTER, OR GRILL

- SEE MECH

RETURN DIFFUSER, REGISTER, OR GRILL

- SEE MECH

EXISTING CEILING

SYSTEM - DEMO

8" OR 12" WIDE X 8" DEEP

PRECAST LINTEL OR CMU

BOND BEAM WITH (2) #4

BOTTOM.

PROVIDE MIN. 8" BEARING ON

EACH SIDE OF OPENING

8" OR 12" CMU

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JANUARY 9, 2025

BID SET

GP #22006.16

0 4' 8'2'

1/4" = 1'-0"A101

F10 PARTIAL FLOOR PLAN - AREA A NEW CONSTRUCTION

1/4" = 1'-0"A101

B10 PARTIAL FLOOR PLAN - AREA A DEMO

1/4" = 1'-0"A101

F16 PARTIAL REFLECTED CEILING PLAN - AREA A NEW CONSTRUCTION

1/4" = 1'-0"A101

B16 PARTIAL REFLECTED CEILING PLAN - AREA A DEMO

DATE DESCRIPTION

1 1/2" = 1'-0"A101A101

K10 LINTEL DETAIL

B

C

D

E

9' - 4" 9' - 4" 9' - 3 5/8"

WAITING

113 36' - 9 1/4" 3 5/8"

OFFICE

113A

OFFICE

113B

OFFICE

113C

113A 113B 113C

10' - 4 5/8" 10' - 4 7/8" 14' - 7 7/8"

K1

K1

K1

ROOM NOT IN SCOPEROOM NOT IN SCOPEROOM NOT IN SCOPE

FURNITURE N.I.C.

KEY PLAN

AREA A

AREA B

B

C

D

OFFICE

113A

OFFICE

113B

OFFICE

113C

WAITING

7' - 5 1/8"

B

C

D

WAITING

REMOVE EXISTING CUBICLES, TYP.

ROOM NOT IN SCOPEROOM NOT IN SCOPEROOM NOT IN SCOPE

B

C

D

REMOVE LIGHTING FIXTURES, TYP.

REMOVE AND SALVAGE

CEILING PANELS FOR

REUSE IN NEW GRID.

REMOVE CEILING GRID AND

ASSOC. SUPPORT

MEMBERS.

2X2 CEILING SYSTEM. SEE FINISH

SCHEDULE

2X4 CEILING SYSTEM. SEE FINISH

SCHEDULE

GYPSUM BOARD CEILING

NOTE: SPOT ELEVATION SUFFIX "C.H." INDICATES FLAT CEILING HEIGHT ABOVE FINISH FLOOR. SUFFIX "L.P."

AND "H.P." INDICATE LOW POINT AND HIGH POINT OF SLOPED CEILING. WHERE ADJACENT, TRANSITION BETWEEN FLAT AND SLOPED CEILINGS SHALL UTILIZE APPROVED PRE-FINISHED ALUMINUM TRANSITION

STRIP. REFER TO SPECIFICATIONS.

RCP LEGEND

RECESSED DOWNLIGHT - SEE ELEC

1'X4' RECESSED LIGHT FIXTURE - SEE ELEC

2'X2' RECESSED LIGHT FIXTURE - SEE ELEC

1'X4' LIGHT FIXTURE - SEE ELEC

SUPPLY DIFFUSER, REGISTER, OR GRILL

- SEE MECH

RETURN DIFFUSER, REGISTER, OR GRILL

- SEE MECH

EXISTING CEILING

SYSTEM - DEMO

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JANUARY 9, 2025

BID SET

GP #22006.16

1/4" = 1'-0"A102A002

F9 PARTIAL FLOOR PLAN - AREA B NEW CONSTRUCTION1/4" = 1'-0"A102A002

F16 PARTIAL REFLECTED CEILING PLAN - AREA B NEW CONSTRUCTION

1/4" = 1'-0"A102

A9 PARTIAL FLOOR PLAN - AREA B DEMOLITION

1/4" = 1'-0"A102

A16 PARTIAL REFLECTED CEILING PLAN - AREA B DEMOLITION

1. ROOM SIGNAGE IS BEING PROVIDED UNDER SEPARATE CONTRACT BY OWNER.

CONTRACTOR TO COORDINATE DIRECTLY WITH OWNER TO ENSURE TEMPORARY AND

PERMANENT SIGNAGE IS COMPLETED PRIOR TO SUBSTANTIAL COMPLETION.

2. COORDINATE AND PROVIDE HARDWARE AS DETAILED IN THE SPECIFICATIONS OR, IF NOT

SPECIFIED, PROVIDE HARDWARE (OF EQUAL QUALITY TO THAT SPECIFIED, AND MOST

SIMILAR IN FUNCTION TO TYPE OF DOOR) REQUIRED FOR DOORS TO OPERATE AND APPEAR

AS INTENDED ON DRAWINGS.

3. PROVIDE EXPOSED HARDWARE WITH BRUSHED-IN FINISH AND "SILVER" METALLIC IN COLOR

(ALUMINUM, CHROME, OR STEEL) TO MATCH EXISTING.

4. IF CONFLICT EXISTS BETWEEN DOOR RATING AS SCHEDULED AND WALL/PARTITION TYPE

FIRE RATING AS SHOWN ON PLANS, PROVIDE DOOR(S) WITH THE GREATER FIRE RATING OF

THE TWO.

5. VERIFY ALL DIMENSIONS AND CLEARANCES, AND COORDINATE UNDERCUTTING REQUIRED

TO CLEAR ADJACENT FLOOR MATERIALS.

6. IF A DISCREPANCY EXISTS BETWEEN THE DOOR SCHEDULE REMARKS AND THE HARDWARE

SCHEDULE IN THE SPECIFICATIONS, PROVIDE THE HARDWARE NEEDED TO MEET THE MORE

STRINGENT OF THE REQUIREMENTS.

7. SEE SPECIFICATIONS FOR SCHEDULED HARDWARE SETS.

DOORS NOT LISTED ON THE SCHEDULE TO HAVE THE TYPICAL FINISHES LISTED BELOW:

DOOR: FRAME:

WIDTH: 3'-0" MATERIAL: HM

HEIGHT: 7'-0" TYPE: 1

THICKNESS: 1-3/4" JAMB: J1

TYPE: HG HEAD: H1

MATERIAL: SCWD SILL: NONE

DOOR LABEL: NONE

TYPICAL DETAILS

TYPICAL DOOR NOTES

NOTE: NOT ALL NOTES MAY BE USED ON THIS PROJECT. SEE SPECIFICATIONS FOR ADDITIONAL

DOOR INFORMATION. REFERENCE SPECIFICATIONS FOR DETAILED HARDWARE REQUIREMENTS.

1. PROVIDE HARDWARE WITH PRIVACY SET.

NOTES FOR REMARKS COLUMN

PROVIDE THE FOLLOWING UNDERCUTS AT ALL DOORS:

• DOOR WITH AUTOMATIC DOOR BOTTOMS: AMOUNT REQUIRED BY DOOR BOTTOM MFR

• DOORS WITH THRESHOLD AND AUTOMATIC DOOR BOTTOM: HEIGHT OF THRESHOLD AND

AMOUNT REQUIRED BY DOOR BOTTOM MFR

• ALL OTHER DOORS: 5/8" ABOVE FINISH FLOOR

DOOR UNDERCUTS

HG

NOTE: (UNLESS OTHERWISE NOTED)

ALL GLASS IN INTERIOR DOORS TO BE G-1

DOOR TYPES

A S

S C

H E

D

AS SCHED.

VERIFY DIMS IN

FIELD TO MATCH

EXISTING DOORS

T.

O

. G

LA

S S

S

TO

P

3'

6" M

A X

8"

6" 6"

S E

E D

O O

R S

C H

E D

U

LE

4"

SEE DOOR SCHEDULE

2"2"

WALL THICKNESS

COORD W/

9/16" 9/16"

2" 5/

8"

1 15/16"1 15/16"

METAL STUD TRACK

SCHEDULED GYP BD WALL

SEALANT TYP. BOTH

SIDES FULL PERIMETER

HOLLOW METAL FRAME

FILL FRAME WITH MINERAL

WOOL INSULATION

W A

LL

T

H

IC

K N

E S

S

C O

O R

D W

9/

9/

UON

4"

2" 5/8"

/1 6"

/1 6"

WALL WHERE SHOWN IN PLAN

HOLLOW METAL FRAME

FILL FRAME WITH MINERAL WOOL

INSULATION

SCHEDULED DOOR WHERE

INDICATED ON PLANS

JAMB ANCHOR

SCHEDULED GYP BD WALL

SEALANT TYP. BOTH SIDES

FULL PERIMETER

K1 ABUSE RESISTANT GYP. BD. WALL (AS SHOWN), STC 49

3-5/8" METAL STUDS @

16" O.C.

3-1/2" SOUND

ATTENUATING BATT

INSULATION

5/8" ABUSE RESISTANT

GYP. BD ON EACH SIDE

NOTES:

1. STAGGER HORIZ. AND VERT. GYP.

BD. JOINTS.

2. OFFSET OPPOSING PENETRATIONS

MIN. ONE STUD BAY

ACOUSTIC SEALANT

(BOTH SIDES, TYP.)

SCHEDULED CEILING

1. REFER TO FLOOR PLANS, CEILING PLANS, INTERIOR ELEVATIONS, SECTIONS AND DETAILS

FOR ADDITIONAL INFORMATION AND EXTENT OF EACH FINISH WHEN MORE THAN ONE

FINISH IS INDICATED FOR ANY SPACE.

2. SEE CEILING PLANS FOR HEIGHTS OF CEILINGS AND LOCATIONS AND HEIGHTS OF

BULKHEADS, SOFFITS, ETC.

3. PAINT ALL EXPOSED STEEL LADDERS, LINTELS, HUNG PLATES, HAND AND GUARD RAILS,

STAIRS AND STRINGERS.

4. PAINT ALL EXPOSED STEEL COLUMNS, TRUSSES, JOISTS, BEAMS, DECK, AND

MISCELLANEOUS BRIDGING, ANGLES, PLATES, ETC.

5. INSTALL CERAMIC/PORCELAIN TILE COVE BASE FLUSH WITH FLOOR TILE AND FLUSH WITH

CERAMIC/PORCELAIN WALL TILE.

6. FIELD PAINT ALL EXPOSED, NON-FACTORY FINISHED STRUCTURAL AND MEP COMPONENTS.

7. PROVIDE SEALANT AT INTERSECTIONS OF DISSIMILAR MATERIALS, COMPLYING WITH

SPECIFICATIONS.

8. REFER TO INTERIOR ELEVATIONS AND SECTIONS FOR ADDITIONAL FINISH INFORMATION.

PROVIDE ALL FINISH MATERIALS SHOWN IN PLANS, ELEVATIONS OR SECTIONS AS NOTED

OR DEPICTED ON THE DRAWINGS AND SPECIFICATIONS.

9. BRING CONFLICTS TO THE ARCHITECTS ATTENTION DURING THE BIDDING PERIOD FOR

CLARIFICATION.

10. WALL AND CEILING FINISHES TO INCLUDE ALL PROJECTIONS, BEAM ENCLOSURES,

RECESSES, BULKHEADS, MATERIAL CHANGES, OR OTHER ENCLOSURES.

11. ELECTRICAL OUTLETS, CLOCKS, P.A. SPEAKERS OR OTHER DEVICES SHOWN ON THE

ARCHITECTURAL DRAWINGS SERVE TO CALL ATTENTION TO THE PRESENCE OF SUCH

DEVICES. NOT ALL DEVICES MAY BE SHOWN ON ARCHITECTURAL DRAWINGS. CONSULT

THE OTHER DRAWINGS FOR FURTHER INFORMATION AND ADVISE ARCHITECT OF ANY

CONFLICT OF LOCATION OR TYPE OF DEVICES SHOWN. COORDINATE ALL WORK, FINISHES

AND DEVICES.

12. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT TOILET ROOMS, & SERVICE CLOSETS

FOR WALLS DESIGNATED AS GYPSUM BOARD WALL TYPES. PROVIDE TILE BACKER BOARD

AT WALLS DESIGNATED AS GYPSUM BOARD WALL TYPES WITH TILE FINISH.

13. FIELD PAINT ELECTRICAL PANELS EXCEPT PANELS LOCATED IN ELECTRICAL CLOSETS AND

MECHANICAL ROOMS.

14. BRING CONFLICTS BETWEEN THE FINISH SCHEDULE AND MATERIALS SHOWN ON OTHER

DRAWINGS (AND/OR SPECIFICATIONS) TO THE ATTENTION OF THE ARCHITECT

IMMEDIATELY. IF A CONFLICT EXISTS IN/BETWEEN DRAWINGS (AND/OR SPECIFICATIONS),

THE MORE STRINGENT AND MORE COSTLY REQUIREMENT TO APPLY.

15. PAINT COLUMN COVERS TO MATCH ADJACENT WALL PATTERN AND COLOR REGARDLESS

OF MATERIAL.

SPACES NOT LISTED ON THE SCHEDULE TO HAVE THE TYPICAL FINISHES LISTED BELOW:

FLOORS: CPT

BASE: RST

WALLS: PTD

CEILING: APC2

GYP. BD. ABOVE H.M. FRAMES AS INDICATED ON SECTIONS. DETAILS TO RECEIVE SAME TOP

COATS AS ADJACENT WALLS UNLESS OTHERWISE NOTED.

CONC1 CONCRETE WITH HARDENER

CONC2 CONCRETE WITH TRAFFIC COATING

CPT CARPET

CT CERAMIC TILE

PT PORCELAIN TILE

QT QUARRY TILE

RES RESINOUS FLOORING W/ INTEGRAL BASE

RBR RUBBER FLOORING, TREADS, RISERS,

SKIRTINGS

SPORT RUBBER SPORTS FLOOR

VCT VINYL COMPOSITION TILE

WD WOOD FLOOR

HRF1 HYBRID RESILIENT FLOORING, TILE

HRF2 HYBRID RESILIENT FLOORING, SHEET

TYPICAL FINISHES

FINISH MATERIALS

FLOORS

APC1 ACOUSTIC PANEL CLG. - 2'X4'

APC2 ACOUSTIC PANEL CLG. - 2'X2'

EXP EXPOSED CONSTRUCTION - PAINTED

GFC GLASS FIBER SANITARY CEILING

GYP GYPSUM BOARD CEILING - PAINTED

WS WOOD SLAT CEILING

CEILINGS

BASES

NONE NO BASE

CT CERAMIC TILE

PT PORCELAIN TILE

QT QUARRY TILE

RES RESINOUS BASE

RST RESILIENT BASE

VRB VENTED RUBBER BASE

WALLS

CT CERAMIC TILE

PT PORCELAIN TILE

PTD PAINTED

HPC HIGH PERFORMANCE

COATING

WALL KEY

WALLS ON FINISH SCHEDULE ARE DENOTED THUS:

AXXX

A

C

D B

TYPICAL UNLESS OTHERWISE NOTED.

TYPICAL NOTES

/1 6"

/1 6"

1/ 2"

1/ 2"

TYPICAL FRAME

NOTE: 9/16" RETURN DIMENSION

INDICATED ON PLANS IS FROM FACE

OF FRAME TO FACE OF WALL

1 15/16"

COORD. W/ WALL THICKNESS

1 15/16"

9/16"9/16"

5/ 8"

S E

E F

R A

M E

T Y

P

E SOLID PRE-ENGINEERED LINTEL

SEALANT TYP. BOTH SIDES,

FULL PERIMETER

FILL FRAME WITH MINERAL

WOOL INSULATION

HOLLOW METAL FRAME

/1 6"

W A

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T

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K N

E S

S

C O

O R

D . W

/1 6"

2" MIN. UON

2"

5/8"

9/

9/

WALL WHERE SHOWN IN PLAN

SEALANT TYP. BOTH SIDES,

FULL PERIMETER

JAMB ANCHOR

HOLLOW METAL FRAME

FILL FRAME WITH MINERAL

WOOL INSULATION

SOLID GROUT AT JAMBS.

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DEB #

260-B4260-030

A301

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, V irg ini a

JANUARY 9, 2025

BID SET

GP #22006.16

DOOR SCHEDULE

DOOR NO.

DOOR FRAME DOOR

LABEL

FIRE

RATING HARDWARE SET REMARKS

NOMINAL SIZE

TYPE MATL MATL TYPE

SECTIONS

WIDTH HEIGHT THK. JAMB HEAD SILL

113A 3' - 0" 7' - 0" 1 3/4" HG SCWD HM 1 J1 H1 - - 1

113B 3' - 0" 7' - 0" 1 3/4" HG SCWD HM 1 J1 H1 - - 1

113C 3' - 0" 7' - 0" 1 3/4" HG SCWD HM 1 J1 H1 - - 1

182B 3' - 0" 7' - 0" 1 3/4" HG SCWD HM 1 J1 H1 - - 1

H1 - HEAD DETAIL J1 - JAMB DETAIL

NON-RATED PARTITIONS

FINISH SCHEDULE

RM. NO. NAME

COLOR

SCHEME FLOOR BASE

WALLS CLG.

MATL. REMARKSA B C D

113 WAITING ETR RST/ETR PTD PTD PTD PTD APC2

113A OFFICE ETR RST/ETR PTD PTD PTD PTD APC2

113B OFFICE ETR RST/ETR PTD PTD PTD PTD APC2

113C OFFICE ETR RST/ETR PTD PTD PTD PTD APC2

182 CONFERENCE ETR RST/ETR PTD PTD PTD PTD APC2/ GYP

ETR

182B OFFICE ETR RST/ETR PTD PTD PTD PTD APC2/ GYP

ETR

DATE DESCRIPTION

TYPICAL HOLLOW METAL FRAME

PROFILE

HOLLOW METAL FRAME TYPES

H2 - HEAD DETAIL J2 - JAMB DETAIL

X

DESIGN CODES/STANDARDS

CODE/STANDARD YEAR/VERSION

VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC) 2021

VIRGINIA EXISTING BUILDING CODE (VEBC) 2021

VIRGINIA MECHANICAL CODE (VMC) 2021

VIRGINIA PLUMBING CODE (VPC) 2021

VIRGINIA ENERGY CONSERVATION CODE (VECC) 2021

NATIONAL ELECTRICAL CODE (NEC) 2020

NFPA 13 2019

NFPA 72 2019

NOTES:

1. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THE

CURRENTLY ENFORCED BUILDING CODES.

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CODES

INDICATED.

2. PROVIDE SINGLE THICKNESS, 1.1/2 INCHES SPACED, TURNING

VANES IN ALL MITERED DUCTWORK ELBOWS AND BULL HEAD DUCT

TEES.

3. COORDINATE LOCATIONS OF ALL DEVICES, ACCESS PANELS,

DIFFUSERS, GRILLES, & LOUVERS WITH ARCHITECTURAL

REFLECTED CEILING PLANS, INTERIOR & EXTERIOR ELEVATIONS.

4. ALL DUCTWORK DIMENSIONS CITED ARE THE INSIDE CLEAR

DIMENSIONS. CONTRACTOR SHALL MAKE ALLOWANCE FOR DOUBLE

WALL AND DUCT LINER.

5. ALL PIPING AND CONTROL WIRING SHALL BE CONCEALED IN WALLS

OR ABOVE CEILINGS OF FINISHED SPACES, UNLESS NOTED

OTHERWISE. IN FINISHED SPACES WITH EXPOSED STRUCTURE

CEILINGS, CONTRACTOR SHALL CLOSELY COORDINATE ROUTING

WITH OTHER TRADES.

6. CONTRACTOR SHALL COORDINATE LOCATION OF ALL EQUIPMENT,

PIPING AND DUCTWORK WITH OTHER TRADES. MAINTAIN REQUIRED

SERVICE ACCESS.

7. PAINT ALL EXPOSED DUCTWORK, PIPING AND ASSOCIATED

COMPONENTS (EXCLUDING MECHANICAL AND STORAGE SPACES)

PER DIVISION 9.

8. AIRFLOW QUANTITIES INDICATED ON THE PLANS ARE FOR

OCCUPIED OPERATING MODE, UNO.

9. UNLESS OTHERWISE NOTED, ALL DUCT & PIPING MAINS SHALL BE

INSTALLED AS HIGH AS POSSIBLE TO UNDERSIDE OF STRUCTURE.

ROUTE DUCTS BETWEEN AND/OR THROUGH STRUCTURE WHERE

INDICATED. VERIFY ROUTING OF DUCTS WITH CEILING HEIGHTS,

STRUCTURAL SYSTEMS AND OTHER TRADES PRIOR TO DUCT

FABRICATION. INSTALL PIPING BELOW DUCTWORK, UNO.

10. HVAC CONTRACTOR(S) SHALL COORDINATE THEIR WORK WITH ALL

OTHER TRADES PRIOR TO FABRICATIONS OF SYSTEMS AND

COMMENCEMENT OF INSTALLATION. IT SHALL BE THE

RESPONSIBILITY OF EACH CONTRACTOR TO REVIEW THE WORK OF

OTHER TRADES (INCLUDING, BUT NOT LIMITED TO ARCHITECTURAL,

CIVIL, ELECTRICAL, EQUIPMENT, FIRE PROTECTION, FIRE ALARM,

PLUMBING, AND STRUCTURAL) AS IT AFFECTS THEIR WORK, AND AS

THEIR WORK AFFECTS OTHER TRADES, TO INSURE THAT THE

CONSTRUCTION DOCUMENTS ARE CLOSELY FOLLOWED. WHERE

DISCREPANCIES ARISE, THEY SHALL BE REFERRED TO THE A/E FOR

RESOLUTION BEFORE PROCEEDING WITH THE WORK.

11. FLEX-DUCT RUNS SHALL BE 3' MINIMUM AND 5' MAXIMUM LENGTH.

PROVIDE STAINLESS STEEL ADJUSTABLE BANDS TO FASTEN FLEX

TO DUCTWORK COLLAR AND EQUIPMENT SERVED. PLASTIC TIES

ARE UNACCEPTABLE.

12. PROVIDE MANUAL BALANCING DAMPERS IN EACH BRANCH OF

SUPPLY, RETURN, VENTILATION, AND EXHAUST DUCTWORK.

13. COORDINATE WORK PRIOR TO INSTALLATION OF ARCHITECTURAL

FINISHES AS REQUIRED.

14. INSTALL ALL DUCTWORK TERMINATING WITH WWM ABOVE FINISHED

CEILING, UNO. TERMINATE DUCT COMPLETE WITH ELBOW

DIRECTED TOWARDS UNDERSIDE OF ROOF DECK, UNO.

15. CONTRACTOR SHALL PROVIDE COORDINATED 3-D SHOP DRAWINGS

OF DIVISION 23 SYSTEMS. SHOP DRAWINGS SHALL BE PREPARED IN

ELECTRONIC FORMAT AND SUBMITTED IN PRINTED FORM.

16. INSTALL ALL HVAC WALL MOUNTED SENSORS 48" AFF, MEASURED

FROM TOP OF OUTLET BOX, UNO.

17. NOMENCLATURE FOR FINAL ROOM NAMES AND NUMBERS MAY

VARY FROM THE CONSTRUCTION DOCUMENTS. FINAL NAMES AND

NUMBERS USED IN THE SHOP DRAWINGS, EQUIPMENT TAGS, BAS

LABELING AND CLOSEOUT DOCUMENTATION SHALL BE

COORDINATED WITH FINAL ROOM NAMES AND NUMBERS ASSIGNED

BY THE OWNER AND ARCHITECT.

1. DOCUMENTATION OF EXISTING SYSTEMS IS BASED ON AVAILABLE

RECORD DRAWINGS AND CASUAL FIELD OBSERVATION. MAJOR

DISCREPANCIES SHALL BE REFERRED TO THE A/E FOR

RESOLUTION PRIOR TO PROCEEDING WITH THE WORK.

2. PRIOR TO BIDDING, THE CONTRACTOR SHALL VISIT THE SITE TO

BECOME FAMILIAR WITH EXISTING CONDITIONS, AND TO VERIFY

LOCATION, SIZE AND QUANTITY OF ITEMS TO BE REMOVED.

SUBMITTAL OF A BID SHALL SIGNIFY WILLINGNESS TO COMPLY

WITH THE DESIGN AND ACCEPTANCE OF ON-SITE CONDITIONS AS

THEY EXIST.

3. CONTRACTOR SHALL COORDINATE DEMOLITION OF MECHANICAL

SYSTEMS WITH OTHER TRADES PRIOR TO REMOVAL.

4. WHERE QUESTIONS OR DISCREPANCIES ARISE, THE A/E SHALL BE

NOTIFIED IMMEDIATELY FOR RESOLUTION PRIOR TO PROCEEDING

WIITH THE WORK.

5. THE CONTRACTOR SHALL AVOID DISRUPTION OF THE ACTIVITIES

OF THE ADJACENT SPACES. COORDINATE NEW WORK

REQUIREMENTS WITH OTHER TRADES TO ACCOMPLISH THE

WORK WHILE THE FACILITY REMAINS IN OPERATION. SCHEDULE

ANY DISRUPTIONS TO THE SPACE ADJACENT TO THE PROJECT

AREA WITH THE PROJECT MANAGER.

6. PRE-TAB ALL EXISTING SYSTEMS INCLUDING BUT NOT LIMITED TO,

AIRSIDE AND WATERSIDE COMPONENTS INSIDE AREA OF SCOPE.

NEW WORK EQUIPMENT SUBMITTALS WILL NOT BE APPROVED

UNTIL PRE-TAB HAS BEEN SUBMITTED TO THE A/E.

A AMPERE

ABV ABOVE

A/E ARCHITECT/ENGINEER

ACT ACOUSTICAL CEILING TILE

AD ACCESS DOOR

AFF ABOVE FINISHED FLOOR

AFMS AIR FLOW MONITORING STATION

AFR ABOVE FINISHED ROOF

AHU AIR HANDLING UNIT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APD AIR PRESSURE DROP

APPROX APPROXIMATELY

ARCH ARCHITECT

ARCH'L ARCHITECTURAL

ARI AMERICAN REFRIGERATION INSTITUTE

AS AIR SEPARATOR

ASHRAE AMERICAN SOCIETY OF HEATING AND

REFRIGERATION AND AIR-CONDITIONING ENGINEERS

ATU AIR TERMINAL UNIT

AUX AUXILIARY

BAS BUILDING AUTOMATION SYSTEM

BC BLOWER COIL

BLDG BUILDING

BTUH BRITISH THERMAL UNITS PER HOUR

CD CEILING DIFFUSER, CONDENSATE DRAIN

CEG CEILING EXHAUST GRILLE

CFM CUBIC FEET PER MINUTE

CKT CIRCUIT

CLG CEILING

CO2 CARBON DIOXIDE

CONC CONCRETE

COND CONDENSATE

CRG CEILING RETURN GRILLE

CV CONSTANT VOLUME

dB DECIBELS

DB DRY BULB

DDC DIRECT DIGITAL CONTROL

DIA DIAMETER

DP DIFFERENTIAL PRESSURE

EA EXHAUST AIR

EAD EXHAUST AIR DUCT

EAL EXHAUST AIR LOUVER

EAT ENTERING AIR TEMPERATURE

EF EXHAUST FAN

EQPT EQUIPMENT

ESP EXTERNAL STATIC PRESSURE

EWT ENTERING WATER TEMPERATURE

F DEGREE FAHRENHEIT

FC FAN COIL

FLA FULL LOAD AMPS

FLR FLOOR

FPI FINS PER INCH

FPM FEET PER MINUTE

FT FEET OR FOOT

GAL GALLON

GALV GALVANIZED

GPM GALLONS PER MINUTE

HP HORSEPOWER

HVAC HEATING, VENTILATION & AIR CONDITIONING

IN INCH, INCHES

LAT LEAVING AIR TEMPERATURE

LBS, # POUNDS

LBS/HR POUNDS PER HOUR

LWT LEAVING WATER TEMPERATURE

MA MIXED AIR

MAX MAXIMUM

MBH THOUSAND BTUH

MCA MINIMUM CIRCUIT AMPS

MFR MANUFACTURE

MTD MOUNTED

NTS NOT TO SCALE

OA OUTDOOR AIR

OAU OUTSIDE AIR UNIT

OAD OUTSIDE AIR DUCT

OAL OUTSIDE AIR LOUVER

OBD OPPOSED BLADE DAMPER

OED OPEN END DUCT W/ 1/2" WIRE MESH

NOM NOMINAL

NPT NATIONAL PIPE THREAD

PD PRESSURE DROP

PSI POUNDS PER SQUARE INCH

RTU ROOFTOP UNIT

RA RETURN AIR

RAD RETURN AIR DUCT

RCP REFLECTED CEILING PLAN

RG RETURN GRILLE

SA SUPPLY AIR

SAD SUPPLY AIR DUCT

SENS SENSIBLE

SIM SIMILAR

SP STATIC PRESSURE

SWRG SIDEWALL RETURN GRILLE

SWSG SIDEWALL SUPPLY GRILLE

SWTG SIDEWALL TRANSFER GRILLE

TOD TOP OF DUCT

TRNS TRANSITION

TTL TOTAL

TU TERMINAL UNIT

TYP TYPICAL

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

V-PH VOLTAGE-PHASE

VFD VARIABLE FREQUENCY DRIVE

W WATT

WB WET BULB

WC WATER COLUMN

WWM WOVEN WIRE MESH, 1/2" UNO

VAV VARIABLE AIR VOLUME TERMINAL UNIT

TH

SP

T

SP

TH

X

AD

TEMPERATURE & HUMIDITY SENSOR WITH SET

POINT CONTROL, 48" AFF. COORDINATE EXACT

LOCATION WITH A/E PRIOR TO ROUGH-IN.

TEMPERATURE SENSOR WITH SET POINT

CONTROL, 48" AFF. COORDINATE EXACT

LOCATION WITH A/E PRIOR TO ROUGH-IN.

TEMPERATURE & HUMIDITY SENSOR WITHOUT

SET POINT CONTROL, 48" AFF. COORDINATE

EXACT LOCATION WITH A/E PRIOR TO ROUGH-

IN.

EXISTING TO BE REMOVED

EXISTING TO REMAIN

POINT OF CONNECTION, NEW-TO-EXISTING

POINT OF DISCONNECTION FOR DEMOLITION

X/X

X"Ø

DUCTWORK

RECTANGULAR DUCT, FIRST DIMENSION

IS SIDE SHOWN. DIMENSION IN INCHES

ROUND DUCT, DIMENSION IN INCHES

FLEXIBLE CONNECTION

TRANSITION, SLOPE NOT TO EXCEED

4-TO-1. FOT = FLAT ON TOP, FOB = FLAT

ON BOTTOM

CHANGE OF ELEVATION IN DIRECTION OF

AIR FLOW (R = RISE, D = DROP)

TURNING VANES

STANDARD BRANCH, SUPPLY OR

RETURN, NO SPLITTER

MANUAL VOLUME DAMPER

DUCT ACCESS DOOR

RECTANGULAR DUCT SECTION

(SUPPLY)

RECTANGULAR DUCT SECTION

(RETURN)

RECTANGULAR DUCT SECTION

(EXHAUST)

RECTANGULAR ELBOW TURNING UP

(SUPPLY)

RECTANGULAR ELBOW TURNING UP

(RETURN)

RECTANGULAR ELBOW TURNING UP

(EXHAUST)

RECTANGULAR ELBOW TURNING DOWN

(SUPPLY)

RECTANGULAR ELBOW TURNING DOWN

(RETURN)

RECTANGULAR ELBOW TURNING DOWN

(EXHAUST)

ROUND DUCT SECTION (SUPPLY)

ROUND DUCT SECTION (RETURN)

ROUND DUCT SECTION (EXHAUST)

ROUND ELBOW TURNING UP

(SUPPLY)

ROUND ELBOW TURNING UP

(RETURN)

ROUND ELBOW TURNING UP

(EXHAUST)

ROUND ELBOW TURNING DOWN

(SUPPLY)

ROUND ELBOW TURNING DOWN

(RETURN)

ROUND ELBOW TURNING DOWN

(EXHAUST)

RETURN GRILLE, TYPE AS INDICATED

EXHAUST GRILLE, TYPE AS INDICATED

RECTANGULAR CEILING SUPPLY DIFFUSER,

ROUND CONNECTION, TYPE AS INDICATED

FLEXIBLE DUCT

FABRIC DUCT

1. THE DESIGN IS BASED ON MANUFACTURERS AND MODELS

INDICATED, AND IS INTENDED TO SHOW THE GENERAL SIZE,

CONFIGURATION, LOCATION, CONNECTIONS AND/OR SUPPORT FOR

EQUIPMENT OR SYSTEM OR SYSTEMS SPECIFIED WITH RELATION

TO THE OTHER BUILDING/SYSTEMS. SEE SPECIFICATION SECTIONS

FOR TECHNICAL REQUIREMENTS.

NO. 51922

MATTHEW R. LEWISC

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I N

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C h a rl o tt e s v ill e

V A l:

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DEB #

260-B4260-030

M000

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W ars aw , V irg ini a

JANUARY 9, 2025

BID SET

GP #22006.15/ 20166.02

1/9/2025

GENERAL NOTES (NEW WORK)GENERAL NOTES (DEMO)ABBREVIATIONSMECHANICAL LEGENDBASIS OF DESIGN

SHEET LIST - MECHANICAL

SHEET NO SHEET NAME

M000 LEGENDS, ABBREVIATIONS & GENERAL NOTES

MD101 PARTIAL FIRST FLOOR PLAN - DEMOLITION

M101 PARTIAL FIRST FLOOR PLAN - DUCTWORK

M501 DETAILS

M701 SCHEDULES & SPECIFICATIONS

1 2 3 4 5 6 7 8 9 10 11 12 13

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10/12

10"Ø

10"Ø

.300 CFM

CD-E

.300 CFM

CD-E

.355 CFM

CD-1

12"Ø

VAV-9N10/12

32/16

VAV-14B

/1

30/16

40/12

10/10 8/8

"Ø

8" Ø

/1

14/12

10"Ø8"Ø 6/10

16/8

/8

20/8

20/8 8"Ø

12/10

6"Ø

8" Ø

12/12 10/1010"Ø

/1

VAV-6B

VAV-5B

.140 CFM

CD-1

.140 CFM

CD-1

.140 CFM

CD-1

.140 CFM

CD-1

.620 CFM

CRG-1

.245 CFM

CRG-1

CRG-E

530 CFM

.220 CFM

CD-1

.155 CFM

CD-1

.160 CFM

CD-1

.70 CFM

CD-1

OFFICE

OFFICE

OFFICE

EXISTING

OFFICE SUITE

MEETING

T

SP

T

SP

NO.…