2026.10.22 - Amelia County Voter Registrar - Sealed Construction Documents.pdf

PDF 4 MB Posted Oct 26, 2026

Attached to: Amelia County Voter Registration
Solicitation number: IFB-130742
Issued by: Albemarle County, Virginia

About this file

Written by GovTribe AI · Oct 28, 2026

Construction Documents Summary

This document is a comprehensive set of sealed construction documents for the Amelia County Voter Registrar renovation project located at 16360 Dunn Street, Amelia Courthouse, Virginia. The project involves the renovation of approximately 3,565 square feet on the first floor of an existing three-story municipal building classified as Type IIIB construction with Group B (Business) occupancy. The renovation includes modifications to the voter registration area with new raised flooring, updated mechanical and electrical systems, plumbing fixtures, fire protection systems, and interior finishes including carpet, luxury vinyl tile, and acoustic ceiling materials. The construction documents dated October 22, 2026, comprise 31 sheets including architectural, structural, civil, mechanical, plumbing, fire protection, and electrical plans with detailed specifications for all building systems, egress requirements, and life safety provisions. The project is designed to accommodate 23 occupants with full ADA compliance, including an accessible entrance ramp and renovated restroom facilities.

The construction documents establish specific requirements for contractor responsibilities including MEP (mechanical, electrical, and plumbing) system design and connection, verification of all finishes with the owner prior to bidding, and coordination with all trade contractors. Contractors must provide fixed-fee lump sum pricing with no allowances or unit prices permitted, utilizing the AIA A101-2017 and A201-2017 standard forms of agreement. The project includes optional bid alternates for a generator providing full power to the voter registrar renovation area and spaces directly above. All work must comply with the 2021 Virginia Construction Code, Virginia Energy Conservation Code, Virginia Statewide Fire Prevention Code, and applicable NFPA standards. The building features an automatic wet pipe sprinkler system throughout, fire alarm and detection systems with addressable control panels, and specific fire safety egress capacity requirements. Contractors are responsible for termite treatment with a three-year warranty and twelve-month continuation service, MISS Utility notification, and adherence to all local, state, and federal laws and regulations.

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EGRESS CAPACITY

EGRESS WIDTH CAPACITY - (VCC SECTION 1005)

LEVEL COMPONENTS AND RAMPS: 0.2 IN / PERSON

STAIRWAYS: 0.3 IN / PERSON

LEVEL COMPONENTS AND RAMPS

23 PEOPLE X 0.15 IN/PERSON = 3.45 IN. REQUIRED

(32 INCH MIN. REQUIRED)

(1 EXIT X 36 IN.) + (1 EXIT x 72 IN.) = 108 IN. PROVIDED

STAIRWAYS

23 PEOPLE X 0.2 IN/PERSON = 4.6 IN. REQUIRED

1 STAIRS x 46 IN. = 46 IN. PROVIDED

DEAD END CORRIDORS (VCC SECTION 1020.5)

BUSINESS OCCUPANCY - MAXIMUM LENGTH = 50 FT.

TOTAL TRAVEL DISTANCE TO EXITS (VCC TABLE 1017.2)

BUSINESS OCCUPANCY - MAXIMUM LENGTH = 300 FT.

FIRE PROTECTION SYSTEMS

THE ENTIRE BUILDING IS PROTECTED BY AN APPROVED AUTOMATIC WET PIPE SPRINKLER

SYSTEM.

FIRE ALARM AND DETECTION SYSTEMS

THE FIRE ALARM/MNS SYSTEM WILL CONSIST OF PERIPHERAL DEVICES CONNECTED TO

THE NEW ADDRESSABLE FIRE ALARM AND MASS NOTIFICATION CONTROL PANEL.

SMOKE DETECTORS AND MANUAL PULL STATIONS WILL BE PROVIDED WHERE REQUIRED.

SPEAKERS AND STROBES WILL BE PROVIDED THROUGHOUT AS NOTIFICATION DEVICES,

STROBES WILL BE LABELED "ALERT." CONTRACTOR MUST ALSO PROVIDE AND INSTALL AN

ANNUNCIATOR PANEL. DESIGN BY OTHERS.

PORTABLE FIRE EXTINGUISHERS/CABINET LOCATIONS

PORTABLE FIRE EXTINGUISHERS SHALL BE ADDED THROUGHOUT THE BUILDING

IN LOCATIONS AS REQUIRED BY NFPA 10, NFPA 101 AND AS SHOWN.

LOCATIONS DESIGNATED AS FE SHALL BE STORED ON A HOOK.

LOCATIONS DESIGNATED AS FEC SHALL BE SEMI-RECESSED CABINETS WITH BATTERY

POWERED ALARMS. NOT TO PROTRUDE MORE THAN 4" FROM WALL.

MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER - 75 FEET

MAXIMUM AREA PER EXTINGUISHER - 11,250 SQUARE FEET

FIRE DEPARTMENT KEY BOX

THE GENERAL CONTRACTOR IS TO PROVIDE AND INSTALL A KNOX (KEY) BOX. COORDINATE

LOCATION WITH THE LOCAL FIRE MARSHAL.

FOR NEW CONSTRUCTION, PROVIDE RECESSED KNOX BOX.

FOR RENOVATIONS, PROVIDE SURFACE MOUNTED KNOX BOX.

NUMBER OF MEANS OF EGRESS - VCC SECTION 1006.3.3 AND 1006.3.4(2)REFERENCE CODES

VIRGINIA CONSTRUCTION CODE (VCC), 2021 ED.

VIRGINIA ENERGY CONSERVATION CODE, 2021 ED.

VIRGINIA EXISTING BUILDING CODE (VEBC), 2021 ED.

VIRGINIA STATEWIDE FIRE PREVENTION CODE (SFPC), 2021 ED.

ALL APPLICABLE NFPA FIRE CODES INCLUDING BUT NOT LIMITED TO : NFPA, 2012 ED.

AMERICAN DISABILITY ACT - ADA ACCESSIBILITY GUIDELINES, 2010 ED.

BUILDING OCCUPANCY AND CLASSIFICATIONS:

THE OCCUPANCY IS CLASSIFIED AS "B" - BUSINESS.

RISK CATEGORY

THIS BUILDING IS TYPE-II RISK CATEGORY PER VCC TABLE 1604.5.

CONSTRUCTION TYPE

THIS BUILDING IS TYPE-IIIB CONSTRUCTION PER VCC (TABLE 601) AND TYPE-III (0,0,0)

PER NFPA 220.

GENERAL BUILDING LIMITATIONS

ACTUAL BUILDING AREA

PER TABLE 506.2, THE AREA OF A SPRINKLED GROUP B BUILDING IS LIMITED TO 57,000

SQUARE FEET PER STORY.

BUILDING GROSS AREA: 22,100 SF

BUILDING GROSS AREA STORY ONE: 3,565 SF

ALLOWABLE AREA / HEIGHT FOR B OCCUPANCY

PER TABLE 504.3, THE HEIGHT OF A SPRINKLED GROUP B BUILDING IS LIMITED TO 75

FEET.

BUILDING HEIGHT: +/- 25'-2"

PER TABLE 504.4, THE ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE FOR A

SPRINKLED GROUP B BUILDING IS LIMITED TO 4 STORIES.

BUILDING STORIES: 3 STORIES

BUILDING PERIMETER IS ISOLATED BY GREATER THAN 10'-0" (TABLE 705.5)

BUILDING DOES CONTAIN AN AUTOMATIC SPRINKLER SYSTEM

DESIGN OCCUPANCY: TABLE 1004.5

RENOVATION AREA (B): 3,565 SF / 150 SF PER OCCUPANT = 23 OCCUPANTS

TOTAL CALCULATED OCCUPANT LOAD: 23 (SUM OF ROOM-BY-ROOM BASIS)

SEE LIFE SAFETY PLAN FOR BREAKDOWN OF OCCUPANT LOADS PER SPACE.

OCCUPANT LOADS SHOWN ON LIFE SAFETY PLANS AREA CALCULATED BY THE

FOLLOWING CALCULATION(S):

AREA (SF) / 150 SF PER OCCUPANT = OCCUPANT LOAD

REMOTENESS BETWEEN EXITS - (VCC SECTION 1007.1.1)

WHERE TWO EXITS, EXIT ACCESS DOORWAYS, EXIT ACCESS STAIRWAYS OR RAMPS,

OR ANY COMBINATION THEREOF, ARE REQUIRED FROM ANY PORTION OF THE EXIT

ACCESS, THEY SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN

ONE-QUARTER OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE

BUILDING OR AREA TO BE SERVED MEASURED IN A STRAIGHT LINE BETWEEN THEM.

INTERLOCKING OR SCISSOR STAIRWAYS SHALL BE COUNTED AS ONE EXIT STAIRWAY.

DIAGONAL DIMENSION OF AREA BEING SERVED = 87'-8 1/8".

MINIMUM EXIT SEPARATION REQUIRED = 87'-8 1/8" / 4 = 21'-11 1/16" FT.

EXIT SEPARATION PROVIDED = VARIES, BUT EXCEEDS MINIMUM REQUIREMENTS

OCCUPANCY

OCCUPANT

LOAD SERVED

BY CORRIDOR

REQUIRED FIRE-RESISTANCE RATING

(HOURS)

WITH SPRINKLER

SYSTEMB

B 0GREATER THAN 30

A. FOR REQUIREMENTS FOR OCCUPANCIES IN GROUP I-2, SEE 407.2 AND 407.3.

B. BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN

ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 WHERE ALLOWED.

CORRIDOR FIRE-RESISTANCE RATING (TABLE 1020.2)

FUNCTION OF SPACE

TABLE 1004.5

MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

THIS BUILDING WILL BE PROTECTED THROUGHOUT BY AN APPROVED

AUTOMATIC SPRINKLER SYSTEM.

FIRE RESISTANCE RATING OF BUILDING ELEMENTS AND AREAS (VCC TABLE 601)

PRIMARY STRUCTURAL FRAME 0 HOURS

BEARING WALLS (EXTERIOR) 2 HOURS

BEARING WALLS (INTERIOR) 0 HOURS

NON-BEARING WALLS AND PARTITIONS (EXTERIOR) 0 HOURS*

NON-BEARING WALLS AND PARTITIONS (INTERIOR) 0 HOURS

FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HOURS

ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HOURS

*THIS RATING IS DETERMINED BY APPLICATION OF VCC TABLE 705.5, FIRE RESISTANT

RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION

DISTANCE.

OCCUPANCY MIN. NO. OF

EXITS

REQUIRED

PROVIDED

BUSINESSB 2 2

UNCONCENTRATED (TABLES AND CHAIRS)

OCCUPANT LOAD FACTOR

15 NET

INTERIOR WALL AND CEILING FINISHES (SPRINKLER SYSTEM)

VCC TABLE 803.13

INTERIOR EXIT STAIRWAYS, INTERIOR EXIT RAMPS, AND EXIT

PASSAGEWAYS

CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS

AND EXIT ACCESS RAMPS C

ELEMENT CLASS ASTM 648

CRITICAL RADIANT FLUX

FLOOR FINISH II 0.22 W/SQ CM-MINIMUM

ELEMENT CLASS

ROOMS AND ENCLOSED SPACES C

INTERIOR FLOOR FINISHES - VCC SECTION 804

CLASSIFICATION IN ACCORDANCE WITH ASTM E 84

CLASS A: FLAME SPREAD INDEX 0-25; SMOKE DEVELOPED INDEX 0-450.

CLASS B: FLAME SPEAD INDEX 26-75; SMOKE DEVELOPED INDEX 0-450.

CLASS C: FLAME SPREAD INDEX 76-200; SMOKE DEVELOPED INDEX 0-450.

STORY

FIRST STORY

ABOVE OR

BELOW GRADE

PLANE

MAX

OCCUPANT

LOAD PER

STORY

MAX COMMON

PATH OF

EGRESS

TRAVEL

50 75 FT

NP = NOT PERMITTED.

NA = NOT APPLICABLE.

B. GROUP B, F, AND S OCCUPANCIES IN BUILDINGS EQUIPPED THROUGHOUT WITH AN

AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 SHALL

HAVE A MAXIMUM EXIT ACCESS TRAVEL DISTANCE OF 100 FEET.

PLUMBING FIXTURES - B OCCUPANCY (2021 VPC TABLE 403.1)

FIXTURE

WATER CLOSET

LAVATORIES

DRINKING FOUNTAINS

SERVICE SINK

RATIO REQUIRED

1 PER 25 FOR THE FIRST 50

1 PER 50 FOR THE REMAINDER

1 PER 40 FOR THE FIRST 80

1 PER 80 FOR REMAINDER

1 PER 100

QTY. REQ.

QTY. PROVIDED

1 1

* EXISTING DRINKING FOUNTAIN LOCATED UPSTAIRS.

A. FOR BUSINESS AND MERCANTILE OCCUPANCIES WITH A LOAD OF 15 OR FEWER,

SERVICE SINKS SHALL NOT BE REQUIRED.

BUSINESS AREAS 150 GROSS

ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 GROSS

SECTION C402.4.1 - THE VERTICAL FENESTRATION AREA, NOT INCLUDING

OPAQUE DOORS AND OPAQUE SPANDREL PANELS, SHALL BE NOT

GREATER THAN 30% OF THE GROSS ABOVE-GRADE WALL AREA. THE

SKYLIGHT AREA SHALL BE NOT GREATER THAN 3% OF THE GROSS ROOF

AREA

ACTUAL FENESTRATION (INCLUDING OPAQUE DOORS AND SPANDREL

PANELS) = UNCHANGED

TABLE C402.1.3 AND C402.1.4 - (CLIMATE ZONE 4A PER TABLE C301.1)

AIR BARRIER INSTALLATION TO BE CONTINUOUS IN COMPLIANCE WITH

THE 2021 VIRGINIA ENERGY CONSERVATION CODE SECTION 402.5.1.1.

*VALUES TO BE VERIFIED DURING SUBMITTAL REVIEW

OPAQUE THERMAL ENVELOPE REQUIREMENTS REQUIRED ACTUAL*

UNCHANGED

VIRGINIA ENERGY CODE

R-49

R-9.5ci R-13 + R-3.8ci or

R-20

R-7.5ci

R-30

R-15 (24" BELOW)

U-0.37

ALL OTHER

ATTIC AND OTHER

MASS WALLS ABOVE GRADE

BELOW-GRADE WALL

WOOD FRAMED AND OTHER WALLS ABOVE

GRADE

JOIST/ FRAMING FLOORS

UNHEATED SLAB-ON-GRADE FLOORS

SWINGING OPAQUE DOORS

ASSEMBLY WITHOUT FIXED SEATING

FIRE SPRINKLER AND FIRE ALARM ARE DELEGATED DESIGN ITEMS.

BASE BID: NO GENERATOR TO BE PROVIDED OR INSTALLED.

BID ALTERNATES:

PROVIDE GENERATOR FOR FULL POWER TO THE VOTER REGISTRAR

AREA OF RENOVATION AND ALL SPACES LOCATED DIRECTLY ABOVE THE

AREA OF RENOVATION ON THE LEVEL ABOVE. SEE CONSTRUCTION

DOCUMENTS FOR GENERATOR INFORMATION.

ALTERNATES

CONTRACTOR MUST PROVIDE A FIXED-FEE (LUMP SUM) FOR

CONSTRUCTION. NO ALLOWANCES OR UNIT PRICES ARE TO BE

USED. CONTRACTOR AND OWNER TO USE AIA A101-2017

“STANDARD FORM OF AGREEMENT BETWEEN OWNER AND

CONTRACTOR” AND A A201-2017 “GENERAL CONDITIONS OF THE

CONTRACT FOR CONSTRUCTION”. ALLCHANGES OR DEVIATIONS

FROM THE CONTRACT DOCUMENTS MUST BE APPROVED IN

WRITING BY ALL PARTIES PRIOR TO COMMENCING WORK. ANY

WORK COMPLETED WITHOUT A SIGNED CHANGE ORDER WILL BE

DONE AT THE CONTRACTOR’S SOLE EXPENSE.

CONTRACTOR RESPONSIBLE FOR VERIFYING ALL NEW FINISHES,

AND EXISTING FINISHES TO BE MATCHED, WITH THE OWNER PRIOR

TO BID. CONTRACTOR RESPONSIBLE FOR HAVING MECHANICAL,

ELECTRICAL AND PLUMBING SYSTEMS DESIGNED. CONTRACTOR

RESPONSIBLE FOR CONNECTING TO THE EXISTING BUILDING

SYSTEMS AND DETERMINING THE DISTANCE, ROUTING,

MODIFICATION OF EXISTING SYSTEMS, ETC. PRIOR TO BID.

A FIXED COST FOR DESIGN AND INSTALLATION OF THOSE ITEMS IS

TO BE INCLUDED IN

THE CONTRACT.

CRITICAL CONTRACTUAL NOTE:

ARCHITECTURAL

REVISIONS

PROJECT NO.

C H

E, IN

N S

T D

E, V

P H

O N

MECHANICAL / ELECTRICAL /

PLUMBING

STRUCTURAL

INSPECTION SIGN-OFF

DATE DESCRIPTION INITIAL

CIVIL

VOTER REGISTRAR RENOVATION

U N

N S

T, AM

C O

U R

T H

O U

2026.10.22

AMELIA COUNTY

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Scale: 3/8" = 1'-0"G-001

VA CODE99

DRAWINGS LIST

SHEET NO. SHEET NAME

GENERAL

G-001 TITLE SHEET

G-101 LIFE SAFTEY PLAN

CIVIL

C-1 GENERATOR SITE PLAN & DETAILS

STRUCTURAL

S1 RAISED FLOOR FRAMING PLAN

S2 1ST FLOOR FRAMING PLAN

SD1 STRUCTURAL DETAILS

ARCHITECTURAL

AD-101 EXISTING/DEMO PLAN

A-101 PROPOSED / DIMENSION PLAN

A-102 REFLECTED CEILING PLAN & SECOND FLOOR VENT DETAILS

A-401 ENLARGED TELLER DESK PLANS, ELEVATIONS & ENLARGED

RESTROOM PLANS

A-402 ENLARGED RESTROOM PLAN, FINISH SCHEDULE, & FINISH

LIST

A-451 STAIR & RAMP PLANS, SECTIONS, AND DETAILS

A-601 DOOR SCHEDULES, ELEVATIONS, AND DETAILS

PLUMBING

P-001 PLUMBING NOTES

P-101 SANITARY PLAN & RISER

P-102 DOMESTIC SUPPLY PLAN & RISER

P-301 PLUMBING SCHEDULES

MECHANICAL

M-001 MECHANICAL NOTES

M-101 MECHANICAL PLAN

M-301 MECHANICAL SCHEDULES

FIRE PROTECTION

FA-001 FIRE ALARM NOTES

FA-101 FIRE ALARM PLAN

ELECTRICAL

E-001 ELECTRICAL NOTES

E-101 DEMO PLAN

E-102 LIGHTING PLAN

E-103 POWER PLAN

E-301 PANEL SCHEDULE & POWER RISER

E-302 POWER RISER

E-303 DETAILS

NO. DESCRIPTION DATE

0 39

STORAGE

ELECTRICAL ROOM

OFFICE

RECEPTION

RISER ROOM

MEETING/VOTING

ADA ENT.

HALLWAY

STAIRS

STORAGE

HALLWAY

APPROXIMATE TRAVEL

DISTANCE = 43' - 3 1/2"

APPROXIM

ATE DIAGONAL DISTANCE = 87' - 8 1/8"

APPROXIMATE TRAVEL

DISTANCE = 42' - 2 5/8"

FIRE SAFETY PLAN LEGEND

XXA

CALCULATED OCCUPANT LOAD

ACTUAL OCCUPANT LOAD

CAPACITY OF EGRESS COMPONENT

ACTUAL EGRESS

FIRE EXTINGUISHER

EXIT SIGN

APPROXIMATE TRAVEL DISTANCE

CONTRACTOR TO PROVIDE

EMERGENCY LIGHTING PER CODE

PD PANIC DEVICE

54321

CHECKED BY

DRAWN BY

DATE

PROJECT NO.

REVISIONS

C H

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N S

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P H

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SCALE

SHEET NUMBER

SHEET INFORMATION

SHEET NAME

As indicated

G-101

LIFE SAFTEY

PLAN

JMW

KWW

2026.10.22

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Scale: 3/16" = 1'-0"A-451G-101

LIFE SAFETY PLAN1

N S

COUNTY ADMIN BUILDING

16360

3.0'

PROPOSED GENERATOR PAD

PROPOSED UNDERGROUND ELECTRICAL ROUTE

(SEE ELEC PLANS FOR CONDUITS & WIRES)

N.T.S.

NOTES:

1. GENERATOR ANCHOR BOLT SIZE AND LOCATION AS

REQUIRED BY MANUFACTURER.

2. ALL CONCRETE SHALL BE Fc=4,000psi

3. ALL STEEL REINFORCING SHALL BE Fy=60ksi

4. ACTUAL SIZE OF GENERATOR PAD IS DEPENDENT ON

MAXIMUM EXTERIOR DIMENSIONS OF GENERATOR

INSTALLED.

CONCRETE GENERATOR PAD DETAIL

2' -0

PROPOSED

GENERATOR

4" VDOT #57 STONE

1" CHAMFER (TYP)

8" THICKNESS

LENGTH & WIDTH

OF GENERATOR

#5s @ 8" O.C., T&B #5s @ 8" O.C.

(4) #5s CONT.

O R

C-1

En gi ne er s

- S ur ve yo rs

Pl an ne rs

La b

An al ys ts

C ha se C ity , S ou th

H ill, S ou th

B os to n, V irg in ia

COMMISSION NO.

DRAWN BY

CHECKED BY

ISSUE DATE

S H E E T N O.

B C o n su lta n ts

In c.

E R

T I

F I

C A

T I

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-7

Fa x:

) 4

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W eb si te

: w w w .b an db co ns

.c om

5' 30'20'10'0

SCALE: 1" = 10'

N O

GENERATOR SITE PLAN

EXISTING UTILITY NOTES:

MISS UTILITY

THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" 48 HOURS PRIOR TO THE START OF EXCAVATION.

CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN

ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT THE ENGINEER

IMMEDIATELY IF THE LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLAN, IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON

PLAN. "MISS UTILITY" VIRGINIA OFFICE 1-800-552-7001.

1. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF PROPOSED WORK ARE

NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY

CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE AND AT NO EXTRA COST, LOCATE

ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS OF DAMAGE OR

COMPENSATION SHALL OCCUR TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPES

OR OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF

SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND

UTILITIES AND/OR STRUCTURES AND COOPERATE FULLY WITH UTILITY COMPANIES

INVOLVED..

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/2 2/

OCTOBER 22, 2026

JONES

CARROLL

26023

RAISED FLOOR

FRAMING PLAN

1/4" = 1'-0"

CHECKED BY

S, P

.A .P

54321

SHEET NUMBER

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DRAWN BY

DATE

PROJECT NO.

REVISIONS

SCALE

SHEET INFORMATION

SHEET NAME

CMC

NBG

10/8/2026

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NO. DESCRIPTION DATE

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COMMONWEA

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1ST FLOOR

FRAMING PLAN

1/4" = 1'-0"

CHECKED BY

S, P

.A .P

54321

SHEET NUMBER

C H

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DRAWN BY

DATE

PROJECT NO.

REVISIONS

SCALE

SHEET INFORMATION

SHEET NAME

CMC

NBG

10/8/2026

20260026

NO. DESCRIPTION DATE

AINIGRIV

COMMONWEA

ENI GNE

ANOI

SSEFFORP

Co dy

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/8 /2

SD1

STRUCTURAL DETAILS

3/4" = 1'-0"

CHECKED BY

S, P

.A .P

54321

SHEET NUMBER

C H

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DRAWN BY

DATE

PROJECT NO.

REVISIONS

SCALE

SHEET INFORMATION

SHEET NAME

CMC

NBG

10/8/2026

20260026

NO. DESCRIPTION DATE

AINIGRIV

COMMONWEA

ENI GNE

ANOI

SSEFFORP

Co dy

M ich ael Ch ild res s Lic

. N o.

C od y M

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D001

D003

D004

D005

D003

D002

D015D015

D006

D011

D008

D011

D009

D009 D012

D009

D010

D012

D013

2 1/4"

-2' - 3 3/4"

D014

D014 D014

D014

D016

D017

D018

GENERAL DEMO NOTES

10.

11.

12.

13.

14.

15.

16.

DASHED LINES DENOTE ITEMS TO BE REMOVED.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL HEALTH

& OCCUPATIONAL REGULATIONS REGARDING PROTECTION OF WORKERS DURING

CONSTRUCTION AND PROVIDE RECEIPT OF PROPER DISPOSAL.

DEMOLITION SHALL BE ACCOMPANIED BY ALL SAFETY MEASURES NECESSARY AND

REQUIRED TO PROTECT WORKERS AND VISITORS AT THE SITE.

GENERAL CONTRACTORS, SUBS, SUPPLIERS, ETC. WORKING ON OR ASSOCIATED IN ANY

WAY WITH THIS PROJECT MUST ADHERE TO ALL APPLICABLE LOCAL, STATE, AND

FEDERAL LAWS, CODES, AND REGULATIONS.

THE GENERAL CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OVERVIEW

COORDINATION WITH ALL TRADES. FAILURE TO COORDINATE WORK OF EACH TRADE

SHALL NOT BE JUSTIFICATION FOR ADDITIONAL COMPENSATION.

THE GENERAL CONTRACTOR IS REQUIRED TO NOTIFY THE A/E OF ANY CONFLICT OF THE

PLANS AND SPECIFICATIONS. FAILURE TO NOTIFY THE A/E RESULTING IN ADDITIONAL

COST SHALL BE THE GENERAL CONTRACTOR'S EXPENSE.

IN THE EVENT A CONFLICT IS FOUND OR AN INTERPRETATION IS REQUIRED, THE

ARCHITECT SHALL RESPOND BASED ON THE OWNER'S APPROVAL.

MAINTAIN PORTIONS OF EXISTING BUILDING AFFECTED BY CONSTRUCTION OPERATIONS

IN A WEATHERTIGHT CONDITION THROUGHOUT CONSTRUCTION PERIOD. REPAIR

DAMAGE CAUSED BY DEMOLITION OPERATIONS.

NO WORK SHALL BE DONE BY CONTRACTORS THAT WILL REDUCE THE STRUCTURAL

INTEGRITY OF THE BUILDING OR ITS COMPONENTS, REDUCE THE CURRENT LEVEL OR

DEGREE OF FIRE PROTECTION OR LIFE-SAFETY MEASURES OR CONFLICT WITH ANY

APPLICABLE CODES, ORDINANCES, REGULATIONS, REQUIREMENTS, OR INSTRUCTIONS

OF INSPECTING AUTHORITIES.

GENERAL CONTRACTOR TO MAINTAIN EXISTING EXITS DURING CONSTRUCTION

ACTIVITIES UNLESS OTHERWISE INDICATED.

THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED

TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS SHOWN OR NOTED ON

DRAWINGS AND THOSE ITEMS REQUIRED TO BE REMOVED TO FULFILL THE INTENT OF

THE CONSTRUCTION DOCUMENTS.

DEMOLITION THAT INVOLVES ITEMS OR ASSEMBLIES WITH MECHANICAL, PLUMBING, OR

ELECTRICAL CONNECTIONS, SHALL HAVE SUCH CONNECTIONS DISCONNECTED,

DEACTIVATED, CAPPED, OR SEALED BY THE APPROPRIATE CONTRACTOR IN

ACCORDANCE WITH THE APPLICABLE CODES, ORDINANCES, REGULATIONS,

REQUIREMENTS, OR INSTRUCTIONS OF INSPECTING AUTHORITIES.

ALL PLUMBING, MECHANICAL, AND ELECTRICAL INDICATED TO BE REMOVED SHALL BE

DEMOLISHED BACK TO THE SOURCE. CONTRACTOR RESPONSIBLE FOR IDENTIFYING

SOURCE LOCATION PRIOR TO BID.

THE GENERAL CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR THE EXISTING

STRUCTURE, FACILITIES, AND IMPROVEMENTS ADJOINING THE AREA UNDER THIS

CONTRACT. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND

DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO

CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. ANY

DISTURBANCE OR DAMAGE TO ADJOINING PROPERTY RESULTING DIRECTLY OR

INDIRECTLY FROM THE CONTRACTOR'S OPERATIONS SHALL BE PROMPTLY RESTORED,

REPAIRED, OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL

COST.

IN CASE OF DAMAGE TO EXISTING FACILITY, CONTRACTOR'S PHOTOGRAPHIC

DOCUMENTATION WILL BE BASIS FOR OWNER'S DECISION. IF CONTRACTOR CANNOT

PROVIDE DOCUMENTATION, OWNER’S DECISION WILL BE FINAL.

DEBRIS SHALL BE REMOVED FROM THE SITE PER ALL APPLICABLE REGULATIONS. AREA

TO BE SWEPT CLEAN AT THE END OF EACH DAY.

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AD-101

EXISTING/DEMO

PLAN

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Scale: 1/4" = 1'-0"A-451AD-101

DEMOLITION PLAN2

KEYNOTES PER SHEET

NOTE DESCRIPTION

D001 EXISTING WALL AND DOOR TO BE REMOVED. PATCH ADJACENT WALLS, FLOOR AND CEILING.

D002 EXISTING FRAMED OPENING TO BE REMOVED AND REPLACED WITH NEW CASED OPENING. REPAIR PLASTER AROUND OPENING.

PROVIDE NEW HEADER. SEE STRUCTURAL.

D003 EXISTING DOOR TO BE REMOVED. INFILL EXISTING OPENING TO MATCH SURROUNDING WALL.

D004 EXISTING WALL TO BE REMOVED. PATCH ADJACENT OPENING TO MATCH SURROUNDING WALL.

D005 EXISTING DOOR TO BE REMOVED. EXISTING OPENING TO HAVE SILL LOWERED TO BE FLUSH WITH EXISTING SIDEWALK. SEE PROPOSED.

D006 EXISTING STAIRS TO BE REMOVED. SEE PROPOSED FOR NEW RAISED FLOOR AND RAMP.

D008 EXISITNG FLOOR TO RECEIVE CONCRETE TOPPING TO LEVEL FLOOR. SEE PROPOSED.

D009 REMOVE ALL EXISTING TRIM, WAINSCOTTING, BULLETIN BOARDS AND CHALKBOARDS.

D010 EXISTING RAILING TO BE REMOVED.

D011 EXISTING DOOR TO REMAIN. REPAINT DOOR TO MATCH NEW.

D012 EXISTING FRAMED OPENING TO BE REMOVED AND REPLACED WITH NEW DOOR AND FRAME. PATCH EXISTING OPENING TO MATCH

SURROUNDING WALL AS NEEDED.

D013 EXISTING WALL TO BE PARTIALLY REMOVED. PREPARE FOR NEW DOOR AND FRAME. SEE PROPOSED.

D014 REPAIR PLASTER ON WALLS.

D015 EXISTING TRANSOM TO BE REMOVED. CASED OPENING TO REMAIN. REPAIR PLASTER AROUND OPENING.

D016 REMOVE EXISTING RAISED CONCRETE FLOOR WHERE INDICATED BY HATCH REGION. GRIND AND SMOOTH FLOOR AT HEIGHT OF

ADJACENT CONCRETE FLOOR AND NEW RAISED FLOOR. SEE PROPOSED.

D017 EXISTING WINDOW TO REMAIN. PREPARE WINDOW TO RECEIVE NEW WINDOW TRIM. SEE PROPOSED.

D018 EXISTING STAIRS TO BE REMOVED. SEE PROPOSED. NO. DESCRIPTION DATE

UP1"

1' -0

RISER ROOM

MEETING/VOTING

ADA ENT.

RECEPTION

OFFICE

HALLWAY

STAIRS

STORAGE

ELECTRICAL

ROOM

STORAGE

SPRINKLER RISER

CLOSET

101B

104103

E111

E110A

101C 107B

107A101A

EP EP EP EP EP

CAM

OUTLET

CAM - CAMERA

CR - CARD READER

LEGEND

A-401

A-101 A-401

A-101

HVAC

E105

A-101 A-401

OUTLET

A-101 A-451

A A

A-601

A-101

E110B

STORAGE

HALLWAY

3' - 0"

-2' - 3 3/4"

E201

ENTIRE RAISED FLOOR

TO RECEIVE R-30 BATT

INSULATION.

A-101 A-402

A-102A-101

2 1/4"

LVT TO BE RUN IN OPPOSITE

DIRECTION FROM FLOORING.

0" 0"

GENERAL NOTES

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

GENERAL CONTRACTORS, SUBS, SUPPLIERS, ETC. WORKING ON OR ASSOCIATED IN ANY WAY WITH THIS PROJECT MUST ADHERE TO ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS, CODES, AND REGULATIONS.

THE GENERAL CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OVERVIEW COORDINATION WITH ALL TRADES. FAILURE TO COORDINATE WORK OF EACH TRADE SHALL NOT BE

JUSTIFICATION FOR ADDITIONAL COMPENSATION.

THE GENERAL CONTRACTOR IS REQUIRED TO NOTIFY THE A/E OF ANY CONFLICT OF THE PLANS AND SPECIFICATIONS. FAILURE TO NOTIFY THE A/E RESULTING IN ADDITIONAL COST SHALL

BE THE GENERAL CONTRACTOR'S EXPENSE.

IN THE EVENT A CONFLICT IS FOUND OR AN INTERPRETATION IS REQUIRED, THE ARCHITECT SHALL RESPOND BASED ON THE OWNER'S APPROVAL.

CONTRACTOR RESPONSIBLE FOR VISITING SITE AS NECESSARY AND BECOMING FAMILIAR WITH ALL REQUIREMENTS PRIOR TO BID.

CONTRACTOR RESPONSIBLE FOR CONNECTING TO EXISTING UTILITIES AND/OR REPLACING AS SHOWN ON ENGINEERING DRAWINGS.

THE GENERAL CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR THE EXISTING STRUCTURE, FACILITIES, AND IMPROVEMENTS ADJOINING THE AREA UNDER THIS CONTRACT. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. ANY DISTURBANCE OR DAMAGE TO ADJOINING PROPERTY RESULTING DIRECTLY OR INDIRECTLY FROM THE CONTRACTOR'S OPERATIONS SHALL BE PROMPTLY RESTORED, REPAIRED, OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST.

IN CASE OF DAMAGE TO EXISTING FACILITY, CONTRACTOR'S PHOTOGRAPHIC DOCUMENTATION WILL BE BASIS FOR OWNER'S DECISION. IF CONTRACTOR CANNOT PROVIDE

DOCUMENTATION, OWNER'S DECISION WILL BE FINAL.

PATCH AND REPAIR CEILINGS AND WALLS ASSOCIATED WITH CONSTRUCTION ACTIVITIES.

CONTROL JOINTS IN MASONRY ARE TO BE PLACED AT INTERVALS NO GREATER THAN 30' -0". IF CONTROL JOINTS ARE NOT SHOWN ON PLANS OR ELEVATIONS, CONSULT ARCHITECT FOR

LOCATIONS PRIOR TO PLACEMENT.

EXPANSION JOINTS IN DRYWALL ARE TO BE PLACED AT INTERVALS NO GREATER THAN 25' -0".

CONTRACTOR TO PROVIDE AND INSTALL SMOKE / CARBON MONOXIDE DETECTOR AS PER ALL APPLICABLE CODES. (SEE ELECTRICAL) ELEVATIONS SHOWN ON ARCHITECTURAL DRAWINGS ARE RELATIVE. SEE CIVIL FOR EXACT ELEVATIONS ABOVE SEA LEVEL.

CONTRACTOR TO PROVIDE KNOX BOX. COORDINATE LOCATION WITH LOCAL FIRE DEPARTMENT.

CONTRACTOR RESPONSIBLE FOR COORDINATING ALL MECHANICAL AND ELECTRICAL FIXTURES, EQUIPMENT, SWITCHES, THERMOSTATS, ETC. WITH FURNISHINGS, SHELVING, ETC.

GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY TEMPORARY MEASURES NECESSARY TO TEMPER THE SPACE IF THE PERMANENT ENCLOSURE IS NOT COMPLETE AND THE

SCHEDULE MAY BE IMPACTED. ALL FINISHES ARE TO BE INSTALLED PER THE MANUFACTURER'S REQUIREMENTS.

PROVIDE TERMITE TREATMENT FOR NEW OR RENOVATED PROJECTS.

CONTRACTOR TO PROVIDE A SOIL TREATMENT WITH TERMITICIDE BY A LICENSED SPECIALIST. RECORD TERMITICIDE BRAND NAME, MANUFACTURER, AND QUANTITIES USED. PROVIDE A

THREE YEAR WARRANTY FROM THE DATE OF SUBSTANTIAL COMPLETION. PROVIDE TWELVE MONTHS CONTINUATION SERVICE INCLUDING MONITORING, INSPECTION, AND RETREATMENT

FROM THE DATE OF SUBSTANTIAL COMPLETION.

ALL WALLS ABUTTING MASONRY ARE TO USE TREATED STUDS, HAVE COMPRESSIBLE ACOUSTIC SEAL AND RECEIVE ACOUSTIC SEALANT.

DECKING MANUFACTURER'S RECOMMENDED JOIST SPACING SUPERSEDES INFORMATION CONTAINED IN THESE DOCUMENTS.

ARCHITECT TO REVIEW ALL SHOP DRAWINGS AND MOCKUPS PRIOR TO INSTALLATION. GENERAL CONTRACTOR ASSUMES ALL LIABILITY FOR MATERIALS AND INSTALLATION, INCLUDING BUT

NOT LIMITED TO CODE COMPLIANCE, FLASHING, AND DETAILING.

THESE PLANS ARE THE PROPERTY OF SOLEX ARCHITECTURE INC. AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION.

WALL LEGEND

1/ 8"

2x6 WOOD STUD WITH (1) LAYER

OF 5/8" GPDW EACH SIDE.

2x4 WOOD STUD WITH (1) LAYER

OF 5/8" GPDW ONE SIDE.

2x4 WOOD STUD WITH (1) LAYER

OF 5/8" GPDW EACH SIDE.

NOTE: ALL INTERIOR WALLS TO RECEIVE SOUND

ATTENUATION BATTS FULL HEIGHT.

EXISTING MASONRY WALL

EXISTING WALL

14' - 4 7/8" 4 3/4" 5' - 0"

0" 5'

2' - 0"

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

9' - 8 5/8"

3/ 4"

4" 5'

19' - 9 5/8"

2' - 0" 2' - 0"

1' - 8"

1' -0

SPRINKLER RISER

EP EP EP EP EP

HVAC

3/ 4"

5' - 0" 4 3/4" 22' - 6 3/4"

2' - 6" 5'

4" 2'

12' - 11 1/2"

4 3/4"

6' - 5 3/8"

4 1/8" 6' - 2 1/8"

3' - 4 1/4"

3' - 0"

2' - 2 1/2"

3' - 4 5/8"

1' - 1" 51' - 5 1/2" 1' - 1 1/2"

1' - 1 1/2" 47' - 9 3/4" 1' - 1 1/2"

19' - 9 7/8"

7/ 8"

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A-101

PROPOSED /

DIMENSION

PLAN

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Scale: 3/16" = 1'-0"A-451A-101

PROPOSED PLAN1

Scale: 3/16" = 1'-0"A-451A-101

DIMENSION PLAN4

EXPOSED UNFINISHED

10' - 11 3/4"

ACT-1

10' - 11 3/4"

ACT-1

10' - 11 3/4"

ACT-1

10' - 11 3/4"

ACT-1

10' - 11 3/4"

ACT-1

10' - 11 3/4"

ACT-1

12' - 5 7/8"

ACT-1

EXPOSED UNFINISHED

10' - 11 3/4"

EXPOSED UNFINISHED

ACT-1

10' - 11 3/4"

7' - 6"

ACT-1

10' - 0"

ACT-1

EXPOSED UNFINISHED

A-102A-101

10' - 11 3/4"

7' - 6"

10' - 0"

GENERAL CEILING NOTES

10.

EXISTING CEILING PLAN SHOWN FOR REFERENCE ONLY. THE CONTRACTOR IS TO VERIFY THE EXISTING CONDITIONS AND

COORDINATE ALL WORK WITH PROPOSED PLANS.

CONTRACTOR TO COORDINATE NEW WORK WITH HVAC AND ELECTRICAL. CONTRACTOR IS RESPONSIBLE FOR REQUIRED

MODIFICATIONS TO HVAC DUCT AND DIFFUSERS/RETURNS TO ACCOMMODATE NEW LAYOUT.

CONTRACTOR RESPONSIBLE FOR REQUIRED MODIFICATIONS TO THE LIGHTING SYSTEM TO ACCOMMODATE THE NEW LAYOUT. EACH ROOM IS TO BE INDIVIDUALLY CONTROLLED. CONTRACTOR RESPONSIBLE FOR ENSURING THE LIGHTING

FOOTCANDLE LEVELS ARE ADEQUATE AS REQUIRED BY CODE.

CONTRACTOR RESPONSIBLE FOR COORDINATING THE INSTALLATION OF ALL CEILING MOUNTED AND LAY-IN FIXTURES, DIFFUSERS, ETC.

CONTRACTOR TO PERFORM FINAL SETTING OF ALL CEILING MOUNTED ITEMS. CONTRACTOR RESPONSIBLE FOR FINAL

CLEANING OF ALL CEILING MOUNTED ITEMS.

ALL CEILINGS ARE TO REMAIN AT EXISTING HEIGHTS UNLESS OTHERWISE NOTED.

CONTRACTOR TO COORDINATE ALL ABOVE CEILING TRADES TO AVOID CONFLICT.

CONTRACTOR RESPONSIBLE FOR PROVIDING AND INSTALLING NEW EXIT SIGNS AND EMERGENCY LIGHTING AS REQUIRED

BY ALL APPLICABLE CODES AND REGULATIONS.

CEILING HEIGHTS INDICATED ON DRAWINGS ARE MINIMUM. CONTRACTOR TO RAISE CEILING AS HIGH AS POSSIBLE FOR

PROJECT. COORDINATE WITH ARCHITECT PRIOR TO INSTALLATION.

ALL CEILINGS TO CONTAIN R-19 FIBERGLASS BATTS INSTALLED ABOVE THE ENTIRE CEILING.

E202

E203A E203B

E204

E205

E206

E207

E208

E209 E210 E211 E212

1/ 8"

1' - 4 1/4"

NEW CHASE FOR VENT PIPE TO ROOF.

GPDW (BOTH SIDES)

SOUND ATTENUATION

BLANKET

SOUND ATTENUATION BLANKET.

EXTEND 24" AT CEILING ON BOTH

SIDES OF WALL.

ACOUSTIC SEALANT (BOTH SIDES)

STUDS

SECOND FLOOR

13' - 1 3/8"

EXISTING WINDOW

EXISTING MASONRY

WALL

EXISTING MASONRY

WALL

10' - 0"

ACT-1

VERTICAL ACT

DRYWALL HANGER.

BASIS OF DESIGN:

ARMSTRONG CEILING

SOLUTIONS, F-MOLDING

TRANSITIONS GREATER

THAN 10".

7' - 6"

2' - 5 1/4"

R O

U N

T H

EPDM FLASHING

BONDING ADHESIVE

CONTINUOUS BEAD

OF SEALANT

STAINLESS STEEL

CLAMPING RING

EPDM FLASHING

NOTES:

PIPE SURFACE MUST BE FREE

OF ALL RUST, GREASE,

INSULATION, ETC.

PIPE MUST BE ANCHORED TO

ENSURE STABILITY.

NO WRINKLES OR FOLDS

UNDER CLAMPING RING.

BONDING ADHESIVE

REQUIRED BETWEEN

MEMBRANE AND INSULATION

FOR FULLY ADHERED

SYSTEMS.

EPDM

MEMBRANE

BONDING ADHESIVE

(SEE NOTES)

8" M

EPDM ROOFING

SPLICE TAPE

MOLDED PIPE SEAL

POURABLE SEALER

STAINLESS STEEL

CLAMPING RING

ROUND PENETRATIONS

LESS THAN 6" IN DIAMETER

RIGID INSULATION

AND/OR RECOVERY

BOARD

RIGID

INSULATION

AND/OR

RECOVERY

BOARD

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SHEET NAME

As indicated

A-102

REFLECTED

CEILING PLAN &

SECOND FLOOR

VENT DETAILS

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Scale: 3/16" = 1'-0"A-451A-102

REFLECTED CEILING PLAN1 Scale: 3/16" = 1'-0"A-102A-102

SECOND FLOOR ANNOTATION PLAN3

Scale: 3/4" = 1'-0"A-102

TYP. SOUND ATTENUATION DETAIL5

Scale: 1/2" = 1'-0"A-101A-102

STORAGE ROOM CEILING DETAIL6

Scale: 3" = 1'-0"A-102

TYPICAL PIPE PENETRATION DETAILS - EPDM7

GENERAL CASEWORK NOTES

VERIFY ALL FINISHES SHOWN WITH OWNER PRIOR TO CONSTRUCTION.

WHERE BASE MOULDINGS ARE INDICATED, PROFILE TO MATCH ADJACENT

WALL BASE PROFILE. FINISH TO MATCH CASEWORK.

ALL EXPOSED SURFACES (INTERIOR AND EXTERIOR) TO BE STAINED WOOD.

ALL FASTENERS TO BE CONCEALED.

DOOR / DRAWER PULLS TO BE MATCHING STAINLESS PULLS AS APPROVED BY

ARCHITECT (BASIS OF DESIGN - 6" W x 1/2" H.)

ALL DOORS TO RECEIVE SOFT-CLOSE CONCEALED HINGES. MATERIAL TO

MATCH THAT OF SELECTED PULLS.

ALL DRAWERS TO RECEIVE 100 LB FULL EXTENSION SOFT-CLOSE DRAWER

SLIDES.

16' - 2 1/2"

2"5' - 1 7/8"2"5' - 2 7/8"2"5' - 1 7/8"2"

2" 5'

2"2

1/ 2"

2" 2'

0" 2'

2' - 6 7/8" 2' - 6 7/8" 2' - 7 3/8" 2' - 7 3/8" 2' - 6 7/8" 2' - 6 7/8"

6" SPEAK THRU WITH 10"

BACKER PANEL. MIN.

SAFETY GLAZING.

ST-1

4" 2' - 3 3/4" 4" 2' - 3 3/4" 4" 2' - 3 3/4" 4" 2' - 3 3/4" 4" 2' - 3 3/4" 4" 2' - 3 3/4" 4"

8" 2'

3/ 4"

6" SPEAK THRU WITH 10"

BACKER PANEL. MIN.

SAFETY GLAZING.

6" SPEAK THRU WITH 10"

BACKER PANEL. MIN.

SAFETY GLAZING.

H1, J1, S1

H1, J1, S1 H1, J1, S1

LS LS

16' - 2 1/2"

2" 5' - 1 7/8" 2" 5' - 2 7/8" 2" 5' - 1 7/8" 2"

2" 6"

2" 1'

6" SPEAK THRU WITH 10"

BACKER PANEL. MIN.

SAFETY GLAZING.

6" SPEAK THRU WITH 10"

BACKER PANEL. MIN.

SAFETY GLAZING.

6" SPEAK THRU WITH 10"

BACKER PANEL. MIN.

SAFETY GLAZING.

H1, J1, S2

1' - 6" 3' - 6" 1' - 6" 3' - 6" 1' - 6" 3' - 6" 1' - 2 1/2"

LOCKABLE TELLER

DRAWERS (ST-1)

18" DEEP CASH

DRAWER

CPU HANGER.

PROVIDED BY OWNER.

LOCKABLE TELLER

DRAWERS (ST-1)

18" DEEP CASH

DRAWER

CPU HANGER.

PROVIDED BY OWNER.

LOCKABLE TELLER

DRAWERS (ST-1)

18" DEEP CASH

DRAWER

CPU HANGER.

PROVIDED BY OWNER.

H1, J1, S2 H1, J1, S2

LOCKABLE TELLER

DRAWER (ST-1)

LSLSLS

A-401

A-101 A-401

A-101

3' - 4 5/8"

2' - 0 1/8" 4 1/2" 1' - 0"

A-401A-401

6" 3'

18" DEEP CASH

DRAWER

1' - 6"

18" DEEP CASH

DRAWER

18" DEEP CASH

DRAWER

2" GROMMET

RAISED FLOOR

SOUND ATTENUATION BATTS

5/8" GPDW BOTH SIDES

CAULK CONT. ON

BOTH SIDES

2"x 4 1/2" ALUMINUM

STOREFRONT FRAME

HEADER. SEE STRUCTURAL.

COUNTER TOP. QT-1.

SPEAKER HOLE

STAINLESS STEEL

STANDOFFS FOR

BACKER PANEL

6" 1'

CONCEALED BRACKET

PASS THROUGH

A-401 A-401

GENERAL STOREFRONT NOTES

NOTE: LS SYMBOL INDICATES PANELS OF LAMINATED SAFETY GLAZING

RAISED FLOOR

8" 1'

5/ 8"

3/4"

1/2"

8" 2'

3/ 4"

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As indicated

A-401

ENLARGED

TELLER DESK

PLANS,

ELEVATIONS &

ENLARGED

RESTROOM

PLANS

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Scale: 3/4" = 1'-0"A-101A-401

TELLER DESK ELEVATION B5

Scale: 3/4" = 1'-0"A-101A-401

TELLER DESK ELEVATION A4

Scale: 3/4" = 1'-0"A-101A-401

ENLARGED TELLER DESK6

Scale: 3/4" = 1'-0"A-401A-401

CASEWORK SECTION7

Scale: 3" = 1'-0"A-401A-401

PROFILE DETAIL1

NOTES:

PROVIDE BLOCKING AS REQUIRED FOR MOUNTING ACCESSORIES

EQUIPMENT SHOWN IN THE MOUNTING HEIGHT LEGEND MAY OR MAY NOT BE USED IN THE CONSTRUCTION OF THIS PROJECT. THE ABOVE LEGEND

REPRESENTS A MASTER LIST OF TYPICAL EQUIPMENT COMPILED BY THE ARCHITECT.

MOUNT EQUIPMENT AT HEIGHTS INDICATED UNLESS OTHERWISE NOTED

REFER TO THE TOILET AND BATH ACCESSORIES SCHEDULE IN THE SPECIFICATIONS.

COMPLIANCE WITH ADA FOR INSTALLATION OF ALL THE ACCESSORIES AND EQUIPMENT IS RESPONSIBILITY OF THE GENERAL CONTRACTOR.

FIRE

EXTINGUISHER

E H

" M

BOTTOM

EDGE OF

REFLECTIVE

SURFACE

" M

FF 76

" M

ACCESS MIRROR

18" TO FINISH FACE

OF WALL OR

PARTITION AT

ACCESSIBLE

WATER CLOSETS

" M

1/ 2"

7"- 9"AF

FINISH WALL SURFACES OR

CEILING HUNG PARTITION

" M

1" A

MAX.

12" 42" MIN

54" MIN

39"- 41"

42 GB

42" GRAB BAR

18" GRAB BAR

24" 12" 6" MAX

42" MIN

36 GB

ONE PIECE 36" GRAB

BAR W/ USE OF

CONCEALED FLUSH

VALVE

18 GB/

WATER CLOSET

WC TPH

JUMBO ROLL TOILET

PAPER HOLDER

CONTROL ON

OPEN SIDE

" M

PTD

PAPER TOWEL

DISPENSER

LIGHT SWITCH FIRE PULL VISUAL ALARMCONVENIENCE

OUTLET (U.N.O.)

" M

(4 8"

SURFACE MOUNTED

SOAP DISPENSER

NOTE: INSULATE

EXPOSED HOT WATER

& DRAIN PIPES

N K

" M

17"- 25"

8" MIN

9" M

11" MIN

ACCESSIBLE LAVATORY

OR SURFACE MOUNTED

COUNTERTOP SINK

DASHED LINES

INDICATE REQUIRED

KNEE CLEARANCE

GENERAL FINISH NOTES

VERIFY ALL FINISHES SHOWN IN SCHEDULE WITH OWNER.

IF NOT SPECIFIED IN THE FINISH SCHEDULE, OWNER TO SELECT BASIS OF DESIGN FOR ALL FINISHES.

CONTACT OWNER FOR THIS INFORMATION PRIOR TO SUBMITTING BID.

ALL ROOMS SCHEDULED TO RECEIVE NEW FLOORING ARE TO HAVE EXISTING FLOORING AND

ADHESIVES REMOVED AND SUBSTRATE CLEANED AND PREPARED TO RECEIVE NEW FLOORING PER

MANUFACTURER'S RECOMMENDATIONS.

THE ENTIRE RENOVATION AREA IS TO RECEIVE NEW PAINT. VERIFY COLORS WITH OWNER.

CONTRACTOR TO TEMPORARILY CONDITION THE SPACE IF THE PERMANENT ENCLOSURE IS NOT

COMPLETE. INSTALL ALL FINISHES PER THE MANUFACTURER'S REQUIREMENTS.

PTD

42 GB

18 GB

TPD

36 GB

4 1/8" 6' - 2 1/8"

4" 9'

7/ 8"

1' - 8"

1' - 6"

8" 4 1/8"

8" 8"

FINISH SCHEDULE

ROOM MATERIALS AND FINISHES CASEWORK

NOTE NO.

NUMBER NAME FLOOR

MATERIAL

FLOOR

FINISH

BASE

MATERIAL

BASE

FINISH

WALL

MATERIAL

WALL

FINISH

CEILING

MATERIAL

CEILING

FINISH COUNTERTOPS CABINETS

100 ADA ENT. LVT-1 CLEAN RB-1 CLEAN GPDW PNT-1 ACT-1 CLEAN N/A N/A

101 RECEPTION LVT-2 CLEAN RB-1 CLEAN GPDW PNT-1 ACT-1 CLEAN QT-1 ST-1

102 RISER ROOM EXIST. CLEAN EXIST. CLEAN EXIST. CLEAN EXPOSED CLEAN N/A N/A

103 OFFICE CPT-1 CLEAN RB-1 CLEAN GPDW PNT-2 ACT-1 CLEAN N/A N/A

104 OFFICE CPT-1 CLEAN RB-1 CLEAN GPDW PNT-2 ACT-1 CLEAN N/A N/A

105 HALLWAY LVT-2 CLEAN RB-1 CLEAN GPDW PNT-1 ACT-1 CLEAN N/A N/A

106 RR LVT-2 CLEAN RB-1 CLEAN GPDW PNT-1 ACT-1 CLEAN N/A N/A

107 MEETING/VOTING LVT-2 CLEAN RB-1 CLEAN GPDW PNT-1 ACT-1 CLEAN N/A N/A

108 CLOSET LVT-2 CLEAN RB-1 CLEAN GPDW PNT-1 ACT-1 CLEAN N/A N/A

109 STORAGE CONCRETE SEAL RB-1 CLEAN GPDW PNT-1 ACT-1 CLEAN N/A N/A

110 ELECTRICAL ROOM EXIST. CLEAN EXIST. CLEAN EXIST. CLEAN EXPOSED CLEAN N/A N/A

111 STORAGE EXIST. CLEAN EXIST. CLEAN EXIST. CLEAN EXPOSED CLEAN N/A N/A

112 STORAGE CONCRETE SEAL EXIST. CLEAN GPDW PNT-1 ACT-1 CLEAN N/A N/A

113 STORAGE EXIST. CLEAN EXIST. CLEAN GPDW PNT-1 EXPOSED CLEAN N/A N/A

114 HALLWAY LVT-2 CLEAN RB-1 CLEAN GPDW PNT-1 ACT-1 CLEAN N/A N/A

201 STAIRS LVT-2 CLEAN RB-1 CLEAN EXIST. CLEAN ACT-1 CLEAN N/A N/A

Scale: 3/8" = 1'-0"A-402

STANDARD FIXTURE MOUNTING HEIGHTS2

FINISH LIST

COMMENTS

FLOOR FINISHES

CARPET TILE (CPT)

CPT-1 ALADDIN COMMERCIAL, 2B198 SYNDICATED BUZZ, 559 ONLINE NEWS, 12" X 36"

LUXURY VINYL TILE (LVT)

LVT-1 PHILADELPHIA COMMERCIAL, RESILIENT LUXURY VINYL TILE, 5602V VECCHIO, 00724, BRECCIA, 24" X 24" LVT-2 PHILADELPHIA COMMERCIAL, RESILIENT LUXURY VINYL TILE, 5715V WILLOW OAK ,07366 GROUNDED OAK, 6" X 48"

BASE FINISHES

RESILIENT BASE (RB)

RB-1 TARKETT, TRADITIONAL WALL BASE, CB/DC-XX, TH3 INKWELL

WALL FINISHES

PAINT (PNT)

PNT-1 SHERWIN WILLIAMS, SW9173, SHIITAKE

PNT-2 SHERWIN WILLIAMS, SW7065, ARGOS

CEILING FINISHES

ACOUSTIC CEILING TILE (ACT)

ACT-1 ARMSTRONG CEILING SOLUTIONS, CALLA, TEGULAR 15/16", 24" X 24", WHITE, WITH PRELUDE XL, WHITE

MISCELLANEOUS

PAINT (PNT)

PNT-3 SHERWIN WILLIAMS, SW2739, CHARCOAL BLUE

QUARTZ (QT)

QT-1 WILSONART QUARTZ, NEVIS RIDGE Q4075

STAIN (ST)

ST-1 MINWAX, TOASTED BARREL, MW405

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SHEET NAME

As indicated

A-402

ENLARGED

RESTROOM

PLAN, FINISH

SCHEDULE, &

FINISH LIST

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ENLARGED RESTROOM PLAN1

FRAMING DESIGN BY

CONTRACTOR PER CODE

METAL RAILING. PAINT.

SUPPORT BRACKETS

(TYP.)

1' - 0"

A-451A-451

2' - 0"

A-451

1' - 0" 1' - 0"

3' - 8" 6' - 2"

1' - 0"

A-451A-451

1' - 0"

A-451A-451

0" 5'

6' - 6 1/4"

1' -0

101A 107A

RUN FLOORING ON RAMP

PERPENDICULAR TO

ADJACENT FLOORING.

RAISED FLOOR

5' - 0" MAX.

METAL HANDRAIL. PAINT.

BALUSTERS TO BE LOCATED NO FURTHER

THAN 5'-0" APART

SURFACE MOUNTED BALUSTERS

RAISED FLOOR

METAL HANDRAIL.

PAINT.

1" 1'

1" 4"

FIRST FLOOR

-2' - 3 3/4"

RAISED FLOOR

ENTRANCE FLOOR

3' - 0"

5' - 0"

3/ 4"

1" / 1'-0"

EXISTING MASONRY WALL

PRECAST CONCRETE

THRESHOLD

EXISTING MASONRY WALL

6 3/8"

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SHEET NAME

3/4" = 1'-0"

A-451

STAIR & RAMP

PLANS,

SECTIONS, AND

DETAILS

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STAIR SECTION1

Scale: 3/4" = 1'-0"A-101A-451

RISER ROOM STAIR PLAN3

Scale: 3/4" = 1'-0"A-101A-451

ADA RAMP PLAN4

Scale: 3/4" = 1'-0"A-451A-451

RAIL ELEVATION5

Scale: 3/4" = 1'-0"A-451A-451

RAIL SECTION6

Scale: 3/4" = 1'-0"A-451A-451

RAMP SECTION2

SOUND

ATTENUATION

BATTS

1/2" GPDW

CAULK CONT. ON

BOTH SIDES

H.M. FRAME

WOOD STUDS

MIN. 3 ANCHORS

PER JAMB

WOOD DOOR

SOUND

ATTENUATION

BATTS

1/2" GPDW

CAULK CONT. ON

BOTH SIDES

H.M. FRAME

MIN. 3 ANCHORS

PER JAMB

WOOD STUDS

WOOD DOOR

1/2" GPDW

H.M. FRAME

VARIES

TYPICAL DOOR HEAD AND JAMB DETAILS

CAULK CONT.

ON BOTH SIDES4"

MIN. 3 ANCHORS

PER JAMBH.M. FRAME

CAULK CONT. ON

BOTH SIDES

H.M. FRAME

MIN. 3 ANCHORS

PER JAMB

EXISTING

MASONRY WALL

VARIES

EQ.

EXISTING

MASONRY

OPENING

EXISTING MASONRY

OPENING

WOOD DOOR TRIM

3/4" WOOD

1/4"

3 1/2"

WOOD DOOR

TRIM

3/4" WOOD

2" 1/

CAULK CONT.

ON BOTH SIDES

MIN. 3 ANCHORS

PER JAMBH.M. FRAME

VARIES

G H

WIDTH

G H

WIDTH

G H

WIDTH

6" 6"

0" 3'

6"6"

G H

WIDTH

NO PANEL

ALL FRAMES TO BE 2" WIDE UNLESS NOTED OTHERWISE.

SOME OF THE FRAME TYPES SHOWN IN THIS LEGEND MAY

NOT BE USED IN THIS PROJECT.

D O

O R

G H

DOOR WIDTH X

LEAF QTY

4" D

O O

R H

H T

DOOR WIDTH X

LEAF QTY

D O

O R

G H

DOOR WIDTH X

LEAF QTY

G H

GENERAL WINDOW NOTES

IF THE WINDOW OPENING CONTROL DEVICE DOES NOT

ALLOW THE WINDOW TO BE OPENED MORE THAN 4", THERE

IS NO SILL HEIGHT REQUIREMENT.

CAULK INTERIOR AND EXTERIOR AT ALL EXISTING

WINDOWS.

TYPICAL WINDOW & STOREFRONT HEAD, JAMB, & SILL DETAILS

SOUND ATTENUATION BATTS

5/8" GPDW BOTH SIDES

CAULK CONT. ON

BOTH SIDES

2"x 4 1/2" ALUMINUM

STOREFRONT FRAME

HEADER. SEE STRUCTURAL.

CAULK CONT. ON

BOTH SIDES

WOOD STUDS

SOUND ATTENUATION BATTS

2"x 4 1/2" ALUMINUM

STOREFRONT FRAME

SOUND ATTENUATION

BATTS (FULL HEIGHT

OF WALL)

WOOD STUDS

CAULK CONT. ON

BOTH SIDES

5/8" GPDW EACH SIDE

2" x 4 1/2" ALUMINUM

STOREFRONT FRAME

WOOD STUDS

SOUND ATTENUATION

BATTS

2"x 4 1/2" ALUMINUM

STOREFRONT FRAME

QUARTZ COUNTERTOP -

ALIGN WITH TOP OF FRAME

4 3/4"

CONCEALED BRACKET

CASEWORK

PASS THROUGH

RAISED FLOOR

2"2' - 8"2"

3' - 0"

0" A

EXISTING WINDOW HEAD, JAMB,

& SILL DETAILS

VARIES

EXISTING

MASONRY

WALL

WOOD TRIM.

VERIFY PROFILE

WITH OWNER

PRIOR TO BID.

EXISTING

WOOD-CLAD

WINDOW

WOOD TRIM.

VERIFY

PROFILE WITH

OWNER PRIOR

TO BID.

EXISTING

MASONRY

WALL

EXISTING

WOOD-CLAD

WINDOW

VARIES

EXISTING

WOOD-CLAD

WINDOW

WOOD TRIM.

VERIFY PROFILE

WITH OWNER

PRIOR TO BID.

EXISTING

MASONRY

WALL

EXISTING

PRECAST

CONCRETE SILL

EXISTING PLASTER

EXISTING

PLASTER

EXISTING

PLASTER

DOOR SCHEDULE

D O

O R

N U

DOOR PANEL FRAME DETAILS

D W

D O

O R

N U

SIZE

G H

100 1 3' - 0" 7' - 0" FG WD PNT-3 TEMP. 03 HM PNT-3 2' - 4 1/2" H4 J3 001 100

101A 1 3' - 0" 7' - 0" C WD N/A 01 WD PNT-3 H2 J2 N/A 101A

101B 1 3' - 0" 7' - 0" N WD PNT-3 TEMP. 01 HM PNT-3 H1 J1 101 101B

101C 1 3' - 0" 7' - 0" C WD N/A 01 WD PNT-3 H2 J2 N/A 101C

102 1 3' - 0" 7' - 0" F WD PNT-3 01 HM PNT-3 H1 J1 102 102

103 1 3' - 0" 7' - 0" N WD PNT-3 TEMP. 01 HM PNT-3 H1 J1 104 103

104 1 3' - 0" 7' - 0" N WD PNT-3 TEMP. 01 HM PNT-3 H1 J1 104 104

106 1 3' - 0" 7' - 0" F WD PNT-3 02 HM PNT-3 H3 J3 103 106

107A 1 3' - 0" 7' - 0" C WD N/A 01 WD PNT-3 H2 J2 N/A 107A

107B 1 3' - 0" 7' - 0" C WD N/A 01 WD PNT-3 H2 J2 N/A 107B

108 1 3' - 0" 7' - 0" F WD PNT-3 01 HM PNT-3 H1 J1 102 108

109 1 3' - 0" 7' - 0" F WD PNT-3 01 HM PNT-3 H2 J2 101 109

112 1 3' - 0" 7' - 0" F WD PNT-3 01 HM PNT-3 H1 J1 105 112

113 1 3' - 0" 7' - 0" F WD PNT-3 01 HM PNT-3 H1 J1 106 113

114 1 3' - 0" 7' - 0" F WD PNT-3 01 HM PNT-3 H1 J1 105 114

E105 1 3' - 0" 6' - 8" EXIST. EXIST. PNT-3 EXIST. EXIST. PNT-3 EXIST. EXIST. 107 E105 E110A 1 3' - 0" 7' - 0 3/8" EXIST. EXIST. PNT-3 EXIST. EXIST. PNT-3 EXIST. EXIST. EXIST. E110A E110B 1 3' - 0" 6' - 8 1/2" EXIST. EXIST. PNT-3 EXIST. EXIST. PNT-3 EXIST. EXIST. EXIST. E110B E111 1 3' - 0" 6' - 7 1/2" EXIST. EXIST. PNT-3 EXIST. EXIST. PNT-3 EXIST. EXIST. N/A E111 E201 2 6' - 0" 7' - 0" EXIST. EXIST. PNT-3 EXIST. EXIST. PNT-3 EXIST. EXIST. EXIST. E201

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A-601

DOOR

SCHEDULES,

ELEVATIONS,

AND DETAILS

JMW

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STANDARD DOOR PANEL TYPES2

Scale: 1/4" = 1'-0"A-601

STANDARD DOOR FRAME TYPES3

DOOR HARDWARE SCHEDULE

SET HARDWARE DEFINITION

001 CONTINUOUS HINGE, ENTRY LOCKSET WITH PANIC DEVICE, DEADLOCK, MORTISE CYLINDER CAM, LOCK INDICATOR/CYL GUARD, HD CLOSER WITH COMP STOP, POWER SUPPLY, POWER TRANSFER, KEYCARD ACCESS CONTROL (MATCH EXISTING SYSTEM), WEATHERSTRIPPING, DOOR SWEEP, SADDLE THRESHOLD

101 (3) BUTT HINGES, OFFICE LOCKSET, HD CLOSER, POWER SUPPLY, POWER TRANSFER, KEYCARD ACCESS CONTROL (MATCH EXISTING SYSTEM), WALL BUMPER, (3) SILENCERS

102 (3) BUTT HINGES, STOREROOM LOCKSET, WALL BUMPER, (3) SILENCERS

103 (3) BUTT HINGES, PRIVACY SET, WALL BUMPER, MOP PLATE, KICK PLATE, (3) SILENCERS 104 (3) BUTT HINGES, OFFICE LOCKSET, POWER SUPPLY, POWER TRANSFER, KEYCARD ACCESS CONTROL (MATCH EXISTING SYSTEM), WALL BUMPER,

(3) SILENCERS

105 (3) BUTT HINGES, PASSAGE SET, OVERHEAD STOP, (3) SILENCERS

106 (3) BUTT HINGES, PASSAGE SET, WALL BUMPER, (3) SILENCERS

107 MODIFY EXISTING HARDWARE TO ACCOMODATE NEW KEYCARD ACCESS CONTROL (MATCH EXISTING SYSTEM), PROVIDE POWER SUPPLY, POWER

TRANSFER, HD CLOSER, AND LOCKSET IF NEEDED.

WINDOW SCHEDULE

Type Mark Width Height Sill Height

A 3' - 0" 3' - 0" 4' - 2"

Scale: 1/2" = 1'-0"A-101A-601

WINDOW A6

GENERAL PLUMBING NOTES:

ADMINISTRATIVE:

1. THE FOLLOWING ABBREVIATIONS SHALL APPLY TO NOTES AND PLANS:

PC - PLUMBING CONTRACTOR,

EC - ELECTRICAL CONTRACTOR,

MC - MECHANICAL CONTRACTOR,

GC - GENERAL CONTRACTOR,

FASC - FIRE ALARM SYSTEM CONTRACTOR.

SPC- CURRENT STATE PLUMBING CODE (VIRGINIA PLUMBING CODE)

2. "PROVIDE" MEANS TO FURNISH AND INSTALL. THE PLUMBING CONTRACTOR SHALL ALSO

INSTALL MATERIALS FURNISHED BY OTHERS AND THE GENERAL CONTRACTOR.

3. THE PC SHALL BE RESPONSIBLE FOR A COMPLETE AND OPERATIONAL SYSTEM AS

DESCRIBED BY THESE PLANS AND SPECIFICATIONS.

4. ALL MATERIALS AND EQUIPMENT SHALL BE DELIVERED TO THE SITE AND UNLOADED AT AN

APPROVED LOCATION. PC SHALL PROTECT ALL MATERIALS AND EQUIPMENT FROM

BREAKAGE, THEFT, AND THE ELEMENTS. ALL MATERIALS AND EQUIPMENT SHALL REMAIN

THE PROPERTY OF THE PC UNTIL THE PROJECT HAS BEEN COMPLETED AND TURNED OVER

TO THE OWNER.

5. ALL MATERIALS USED SHALL BE NEW AND FREE OF DEFECTS. ANY MATERIALS FOUND TO

BE DEFECTIVE SHALL BE REPLACED AT NO EXPENSE TO THE OWNER. ALL MATERIALS AND

EQUIPMENT SHALL BEAR APPROVAL FROM UL OR AN APPROVED THIRD-PARTY AGENCY.

WHERE A MANUFACTURER AND MODEL NUMBER IS GIVEN, IT IS TO ESTABLISH A STANDARD

OF QUALITY AND NOT TO LIMIT PRODUCTS TO A PARTICULAR MANUFACTURER. PRODUCTS

DETERMINED TO BE EQUAL BY THE ENGINEER WILL BE ACCEPTED.

6. THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE SPC AND ANY

APPLICABLE LOCAL CODES. WHERE A CONFLICT EXISTS BETWEEN THE ABOVE

REQUIREMENTS, THE CONTRACTOR SHALL OBTAIN CLARIFICATION FROM THE ENGINEER

OR IN THE EVENT ANY PART OF THESE PLANS CONFLICTS WITH THE ABOVE

REQUIREMENTS.

7. THE PC SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS NECESSARY

FOR THE COMPLETION OF THE WORK UNDER THIS CONTRACT.

8. DO NOT SCALE THESE DRAWINGS-REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS.

9. THESE PLANS ARE DIAGRAMMATIC. THE PC SHALL ADJUST THE LOCATIONS OF EQUIPMENT,

FIXTURES, PIPING, ETC, TO ACCOMMODATE PLANNED AND ENCOUNTERED

INTERFERENCES. THE DRAWINGS DO NOT SHOW ALL BENDS, OFFSETS, AND FITTINGS THAT

MAY BE REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM. THE PC SHALL MAKE

ALLOWANCES FOR SUCH DEVIATIONS AND CONTINGENCIES IN BID TO IMPLEMENT THEM

WITHOUT ADDITIONAL COST TO THE OWNER.

10. THE PC SHALL VISIT THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH EXISTING

CONDITIONS. CONTRACTOR SHALL CONTACT THE ENGINEER TO RESOLVE ANY

DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THESE PLANS. TO AVOID POTENTIAL

CONFLICTS, COORDINATE WITH OTHER TRADES PRIOR TO THE START OF CONSTRUCTION.

11. ALL UNDERGROUND UTILITIES SHALL BE LOCATED PRIOR TO ANY DIGGING.

12. TRENCHING, COMPACTION, AND BACKFILL SHALL BE BY PC AND SHALL BE IN ACCORDANCE

WITH SECTION 306 OF THE SPC. UNDERGROUND LINES SHALL BE LOCATED SUCH THAT

THEY DO NOT ENDANGER FOOTINGS OR FOUNDATION WALLS.

13. THE PC SHALL PROVIDE FIRESTOPPING AT ALL PENETRATIONS OF RATED FLOOR/CEILING

ASSEMBLIES AND RATED WALL ASSEMBLIES TO PRESERVE OR RESTORE THE FIRE

RESISTANCE RATING. SEAL ALL PENETRATIONS USING A UL LISTED SYSTEM FOUND IN THE

UL DIRECTORY SPECIFIC TO THE UL LISTING OF THE ASSEMBLY BEING PENETRATED. SEE

ARCHITECTURAL PLANS FOR UL RATED ASSEMBLIES SPECIFIC TO THE PROJECT.

14. SYSTEM TESTING SHALL BE PERFORMED BY PLUMBING CONTRACTOR IN ACCORDANCE

WITH SPC, SECTIONS 312.2, 312.3, AND 312.5.

15. PC SHALL DISINFECT THE ENTIRE DOMESTIC WATER PIPING SYSTEM IN ACCORDANCE WITH

THE AMERICAN WATER WORKS ASSOCIATION'S SPECIFICATIONS AND LOCAL HEALTH

DEPARTMENT REGULATIONS.

16. AT THE COMPLETION OF WORK AND PRIOR TO ACCEPTANCE BY OWNER, THE PC SHALL

CLEAN ALL EXPOSED FIXTURES, MATERIALS, AND EQUIPMENT UNDER THIS CONTRACT.

17. PC SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO ENSURE ALL APPLICABLE

CONSTRUCTION WASTE IS RECYCLED DURING THE CONSTRUCTION PHASE OF THE

PROJECT.

18. ALL PLUMBING SCOPE IS WITHIN FIVE (5) FEET OF EXTERIOR OF BUILDING OR AS SHOWN

ON PLANS.

METHODS:

1. EXTEND DOMESTIC WATER PIPE AS INDICATED ON THE PLANS AND INSTALL DOMESTIC

WATER DISTRIBUTION PIPING TO ALL FIXTURES AND EQUIPMENT REQUIRING THE SAME.

WATER SERVICE PIPE AND THE BUILDING SEWER SHALL BE SEPARATED BY 5 FEET OF

UNDISTURBED OR COMPACTED EARTH IN ACCORDANCE WITH 603.2 SPC. PROVIDE ALL

FITTINGS, VALVES, AND OTHER ACCESSORIES AS NECESSARY FOR A COMPLETE

INSTALLATION. ALL DOMESTIC WATER PIPING SHALL BE CONCEALED IN FINISHED AREAS.

ANY OPEN ENDS SHALL BE PROTECTED UNTIL FINAL CONNECTIONS ARE MADE.

2. ABOVE GRADE DOMESTIC WATER PIPING SHALL BE SLOPED AT A MINIMUM OF 1/32 INCH

PER FOOT AND ARRANGED TO DRAIN AT LOW POINTS. INSTALL PIPING TO ALLOW FOR

EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS, OR CONNECTED

EQUIPMENT. ROUTE PIPING IN AN ORDERLY MANNER-PARALLEL OR PERPENDICULAR TO

WALLS WHEN POSSIBLE-AND MAINTAIN GRADIENT. EACH SUPPLY BRANCH LINE SERVING

MORE THAN ONE FIXTURE SHALL HAVE A SHUTOFF VALVE INSTALLED TO ISOLATE ALL

FIXTURES AND PIECES OF EQUIPMENT SUPPLIED BY THE BRANCH LINE. THE SHUTOFF

VALVE SHALL BE LABELED AND LOCATED AS CLOSE TO THE CONNECTION TO THE SUPPLY

MAIN AND RISER AS POSSIBLE. PROVIDE A FULL-OPEN VALVE ON THE BASE OF EVERY

WATER RISER PIPE AND ON THE TOP OF EVERY WATER DOWN-FEED PIPE. PROVIDE VALVE

HANDLE EXTENSIONS AS NECESSARY FOR INSULATION.

3. IT SHALL BE THE RESPONSIBILITY OF THE PC TO SUSPEND AND SUPPORT ALL PIPING

SYSTEMS FOLLOWING RECOGNIZED ENGINEERING PRACTICES AND USING STANDARD,

COMMERCIALLY ACCEPTED PIPE HANGERS AND SUSPENSION EQUIPMENT. ALL FIXTURES,

DEVICES, AND EQUIPMENT SHALL BE SECURELY MOUNTED TO THE BUILDING STRUCTURE

AND SHALL NOT RELY ON CEILING OR WALL SURFACES FOR SUPPORT. THE SUPPORT

ATTACHMENT SHALL SUPPORT THE WEIGHT OF THE FIXTURE OR EQUIPMENT PLUS THE

WEIGHT OF THE SUPPORT ATTACHMENT ITSELF. SUPPORT FROM THE TOP CHORD OF THE

ROOF JOISTS, GIRDERS, AND BEAMS. THE BOTTOM CHORD IS NOT TO BE USED FOR

EQUIPMENT AND PIPING SUPPORT. HANGERS SHALL NOT BE ATTACHED TO CORRUGATED

STEEL DECKING. USE STEEL HANGERS FOR STEEL AND PLASTIC PIPE AND COPPER OR

COPPER-PLATED HANGERS FOR COPPER PIPE. PROVIDE PROTECTION FOR COPPER PIPING

IN CONTACT WITH DISSIMILAR METALS. WHERE COPPER PIPING IS SUPPORTED ON

HANGERS WITH OTHER PIPING, PROVIDE A PERMANENT ELECTROLYTIC ISOLATION

MATERIAL TO PREVENT CONTACT WITH OTHER METALS. IN GENERAL, HANGERS SHALL BE

CLEVIS TYPE, STANDARD WEIGHT. FOR PIPING, HANGER SPACING SHALL BE IN

ACCORDANCE WITH TABLE 308.5 OF THE SPC. HANGERS AND ACCESSORIES SHALL BE

GRINNEL, MASON, OR B-LINE.

4. SLEEVE ALL PIPES PASSING THROUGH PARTITIONS, WALLS, AND FLOORS. SLEEVES IN

FLOORS AND INTERIOR WALLS OF POURED IN PLACE CONCRETE, BRICK, TILE, OR

MASONRY SHALL BE SCHEDULE 40 STEEL PIPE, MACHINE CUT. SLEEVES IN GYPSUM BOARD

WALLS SHALL BE 22 GAUGE, ROLLED GALVANIZED SHEET METAL. TACK WELD ON THE

LONGITUDINAL SEAM. PROVIDE SLEEVES WHERE PIPES PASS THROUGH FLOORS AND

WALLS ABOVE AND…

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