IFB 10 4101 27 African American Heritage Trail Comfort Station Bid Set 8.31.2026.pdf

A. G.C. SHALL INSPECT ALL DRAWINGS IMMEDIATELY UPON RECEIPT & REPORT ANY DISCREPANCIES, CONFLICTS, ERRORS, OR OMISSIONS DISCOVERED. THIS INCLUDES COORDINATION WITH

MEP/OTHER TRADES.

B. G.C. IS RESPONSIBLE FOR ENSURING ALL WORK IS DONE IN ACCORDANCE WITH ACCEPTED

CONSTRUCTION STANDARDS & IN COMPLIANCE WITH ALL BUILDING CODES, ORDINANCES &

REGULATIONS OF ALL CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION.

C. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THESE PLANS & SPECIFICATIONS

UNLESS A WRITTEN VARIANCE IS APPROVED BY THE OWNER.

D. G.C. & ALL SUBCONTRACTORS SHALL VISIT & INSPECT THE PREMISES PRIOR TO SUBMITTING A PROPOSAL. SUBMISSION OF A PROPOSAL CONSTITUTES AN AGREEMENT THAT THE G.C. INCLUDED

ALL ITEMS NECESSARY TO ACCOMMODATE THE EXISTING CONDITIONS. ANY CONDITIONS IN

CONFLICT WITH THESE DRAWINGS & SPECIFICATIONS SHALL BE REPORTED TO THE DESIGNER

IMMEDIATELY UPON DISCOVERY. DESIGNER CANNOT BE HELD RESPONSIBLE FOR ANY HIDDEN

CONDITIONS.

E. G.C .SHALL OBTAIN ALL PERMITS & THE CERTIFICATE OF OCCUPANCY, UNLESS NOTED OTHERWISE.

F. MATERIALS SHALL BE DELIVERED & STORED IN ORIGINAL, UNOPENED PROTECTIVE PACKAGING.

INSPECT LABELS IMMEDIATELY UPON DELIVERY FOR ACCURACY. STORE & INSTALL ACCORDING TO

MANUFACTURER'S INSTRUCTIONS. PREVENT DAMAGE TO MATERIALS & SURROUNDING SURFACES

WHEN HANDLING.

G. G.C. SHALL KEEP A CLEAN & SECURE JOB SITE & TAKE ADEQUATE MEASURES TO PROTECT

BUILDING & SITE OCCUPANTS & ITEMS SALVAGED FOR REUSE & IS RESPONSIBLE FOR RETURNING ANY DAMAGED ITEMS TO "LIKE NEW" CONDITION. OCCUPIED/PUBLIC AREAS SHALL BE KEPT CLEAR OF CONSTRUCTION MATERIALS. SECURITY, NOISE, & DUST BARRIERS SHALL BE MAINTAINED BY G.C.

BETWEEN AREAS OF CONSTRUCTION & OCCUPIED/PUBLIC AREAS.

H. G.C. SHALL PERFORM FINAL CLEANING PRIOR TO END USE OCCUPANCY TO INCLUDE: VACUUMING & REMOVAL OF DUST, DEBRIS, OILS, STAINS, FINGERPRINTS, LABELS & WALLCOVERING ADHESIVE.

I. G.C. IS RESPONSIBLE FOR PROVIDING A COMPLETE & OPERATIONAL SPACE.

J. WITHIN 30 DAYS OF PROJECT COMPLETION, G.C. SHALL PROVIDE REPRODUCIBLE SCALED AS-

BUILTS TO THE OWNER & THE ARCHITECT. THESE AS-BUILTS SHALL REFLECT FINAL FIELD

CONDITIONS AT PROJECT COMPLETION.

K. WITHIN 60 DAYS OF PROJECT COMPLETION, G.C. SHALL PROVIDE THE END USER WRITTEN

DOCUMENTATION OF ALL WARRANTIES & RECOMMENDED MAINTENANCE PROCEDURES FOR ALL

EQUIPMENT & FINISH MATERIALS.

L. TO THE BEST OF OUR KNOWLEDGE & INFORMATION, THESE DRAWINGS HAVE BEEN PREPARED IN CONFORMITY WITH ANSI STANDARD A117.1 2009 & ADA TITLE III FOR MAKING BUILDINGS & FACILITIES

ACCESSIBLE TO & USABLE BY PERSONS WITH DISABILITIES. ALTERATIONS, EXCEPTIONS &

DELETIONS TO THESE RULES BY THE RESIDING JURISDICTION HAVE BEEN ACCOMMODATED TO THE

BEST OF OUR KNOWLEDGE.

M. HOLES & OPENINGS THROUGH WALLS & FLOORS FOR DUCTS, PIPING & VENTILATION SHALL BE

CHECKED BY THE CONTRACTOR WHO SHALL VERIFY SIZES & LOCATIONS OF SUCH HOLES OR

OPENINGS WITH PLUMBING, HEATING, VENTILATING & ELECTRICAL DRAWINGS & CONTRACTORS.

N. PENETRATIONS THROUGH FLOOR/CEILING & ROOF/CEILING ASSEMBLIES SHALL BE FIRE RATED NOT

LESS THAN THE ASSEMBLY BEING PENETRATED. THE CONTRACTOR SHALL PROVIDE

MANUFACTURER TESTED SYSTEMS & DETAILS OR AN ENGINEERED JUDGEMENT FOR EACH TYPE OF

PENETRATION REQ'D TO PERFORM THE WORK.

O. OMISSIONS: IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED OUT ON THE DRAWINGS OR NOTES, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS

THAT ARE SHOWN OR CALLED OUT.

P. INSTALLATION OF ALL PRODUCTS SHALL BE AS REQUIRED BY THE MANUFACTURER'S LATEST

WRITTEN INSTRUCTIONS AT THE TIME OF PERMITTING.

Q. CONTROLS & OPERATING MECHANISMS FOR ALL FIXTURES & FURNISHINGS SHALL BE OPERABLE BY A FORCE OF NO GREATER THAN 5 LBF WITH ONE HAND & NOT REQUIRE TIGHT GRASPING, PINCHING

OR TWISTING OF THE WRIST TO ACTIVATE CONTROLS.

R. THE SELECTED CONTRACTOR SHALL SUPPLY ALL MISC. BLOCKING, BRACING, METAL, TRIM, FASTENERS, HARDWARE, ETC AS REQUIRED TO COMPLETE THE WORK HERE-IN.

S. ALL REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY ADA/ACCESSIBILITY SIGNAGE HAVING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, TO BE INSTALLED IN ACCORDANCE WITH IBC SECTIONS 1011, 1109 & 1110 ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR OR NEAREST ADJACENT WALL. G.C. SHALL PROVIDE & INSTALL SAID SIGNAGE, INCLUDING BUT NOT

LIMITED TO: DIRECTIONAL SIGNS, EXIT SIGNS & ACCESSIBLE TOILET FACILITIES.

T. G.C. SHALL REVIEW SPECIFICATIONS & DRAWINGS & VERIFY LEAD TIMES AT TIME OF BID/PRICING SUBMISSION. FAILURE TO ORDER PRODUCTS IN A TIMELY FASHION SHALL REQUIRE ADHERANCE

TO THE SUBSTITUTION REQUIREMENTS DESCRIBED IN THE SPECIFICATIONS.

U. ITEMS INDICATED AS "SALVAGED" SHALL BE RELOCATED FROM THE EXISTING BUILDING &

INSTALLED BY THE CONTRACTOR.

V. G.C. TO PROVIDE REQUIRED FUEL/REFRIGERANT/ELEC./WATER SUPPLY, ROUGH-INS. EXHAUST, INTAKES, DRAINS, ETC. UNDER THE BASE BID FOR ALL EQUIPMENT ITEMS INDICATED IN THE PLANS.

THIS SHALL INCLUDE BUT NOT BE LIMITED TO EQUIPMENT & FIXTURES PROCURED & INSTALLED BY

THE CONTRACTOR, PROVIDED BY OWNER (WHETHER INSTALLED BY CONTRACTOR OR OWNER).

OCCUPANCY CLASSIFICATION: PROPOSED: B, BUSINESS

CONSTRUCTION TYPE: TYPE 5B, COMBUSTIBLE, UNPROTECTED

FIRE SUPPRESSION SYSTEM : NO

ALLOWABLE BUILDING AREA AND HEIGHT:

ALLOWABLE AREA (VCC TABLE 506.2): 9,000 SF

ACTUAL AREA: 146 SF

GROSS AREA: 146 SF < 9,000 SF

ALLOWABLE HEIGHT (VCC TABLES 504.3 & 504.4) : 2 STORIES, 40'-0"

ACTUAL HEIGHT: 1 STORY, 22'-6" < 40'-0"

BUILDING DATA:

OCCUPANCY:

OCCUPANT LOAD:

146 SF @ 1/50 GROSS AREA = 2 OCCUPANTS

STRUCTURAL FRAME:

BEARING EXTERIOR WALLS:

BEARING INTERIOR WALLS:

NON BEARING EXTERIOR WALLS:

NON BEARING INTERIOR WALLS:

FLOOR CONSTRUCTION:

ROOF CONSTRUCTION:

CORRIDOR WALLS:

FIRE RESISTANCE RATINGS:

CORRIDORS: CLASS II FLOORS AND CLASS B WALLS AND CEILINGS

ROOMS AND AREAS: CLASS II FLOORS AND CLASS C WALLS AND CEILINGS

MATERIAL FINISH RATINGS: (REQUIRED)

LIFE SAFETY SYSTEM

EXIT REQUIREMENTS

DESIGN LOADS:

N/A

REQUIRED PLUMBING FIXTURES:

BUSINESS:

DEAD-END LIMIT MAXIMUM: 20'

COMMON PATH OF EGRESS TRAVEL: 75'

MAXIMUM TRAVEL TO EXIT: 200'

ACTUAL (MAXIMUM) TRAVEL TO EXIT: 12'

MINIMUM NUMBER OF EXITS: 1 REQUIRED; 1 PROVIDED

EGRESS WIDTH: 36" DOOR, 32" MINIMUM CLEAR

WIDTH @ 0.2" PER OCCUPANT x 2 OCCUPANTS = 0.4" REQUIRED

EMERGENCY LIGHTING: NOT REQUIRED (VEC SECTION 1008.3); PROVIDED

EXIT SIGNS: NOT REQUIRED (VEC SECTION 1013.1, EXCEPTION 1); NOT PROVIDED

FIRE DETECTION SYSTEM: NOT REQUIRED; NOT PROVIDED

EXISTING TO REMAIN.

0 HOURS

0 HOURS

0 HOURS

0 HOURS

0 HOURS

0 HOURS

0 HOURS

0 HOURS

ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE VIRGINIA EXISTING

BUILDING CODE, 2021 EDITION, AND THE VIRGINIA CONSTRUCTION CODE, 2021 EDITION.

THE EXISTING BUILDING WAS BUILT IN APPROXIMATELY 1933 AND IS CURRENTLY A NON-

FUNCTIONING, ABANDONED PUMP STATION.

THIS IS THE RENOVATION OF THE INTERIOR OF THE BUILDING TO INCLUDE THE ADDITION OF NON-

STRUCTURAL WALLS AND PLUMBING FIXTURES TO CREATE A SINGLE-USER RESTROOM. MINOR

REPAIRS SHALL BE MADE TO THE EXTERIOR. AS SUCH, THIS WILL BE A LEVEL 2 ALTERATION IN

ACCORDANCE WITH SECTION 603 OF THE 2021 VIRGINIA EXISTING BUILDING CODE.

PROJECT SUMMARY:

OWNER

CITY OF WILLIAMSBURG

MUNICIPAL BUILDING, 401 LAFAYETTE ST

WILLIAMSBURG, VA 23185

757-220-6143

ARCHITECT

GUERNSEYTINGLE

4350 NEW TOWN AVENUE, SUITE 101

WILLIAMSBURG, VIRGINIA 23188

757-220-0220

STRUCTURAL ENGINEER

TERRACON (TAM CONSULTANTS)

4350 NEW TOWN AVENUE, SUITE 201

WILLIAMSBURG, VIRGINIA 23188

757-784-0559

CIVIL ENGINEER, LANDSCAPE ARCHITECT

KIMLEY-HORN

4350 NEW TOWN AVENUE, SUITE 203

WILLIAMSBURG, VIRGINIA 23188

757-213-8600

PLUMBING, MECHANICAL, & ELECTRICAL ENGINEER

INFINITY DESIGN GROUP (IDG)

723 THIMBLE SHOALS BLVD, SUITE 604

NEWPORT NEWS, VIRGINIA 23606

804-824-5267

RESTROOM

JAN.

T R

A V

E L D

IS

T

A N

C E

T O

E X

IT

BRACKET/ WALL-

MOUNTED

TYPE ABC FIRE

EXTINGUISHER;

OWNER PROVIDED,

GC TO INSTALL

GENERAL

G-101 COVER SHEET, LIFE SAFETY PLAN

ARCHITECTURAL

A-001 LEGENDS & ABBREVIATIONS

A-002 ACCESSIBILITY DETAILS

A-003 GENERAL SPECIFICATIONS

A-004 GENERAL SPECIFICATIONS

A-005 EXISTING DRAWINGS – FOR REFERENCE ONLY

AD-101 DEMOLITION PLAN AND INFILL DETAIL

A-101 FLOOR PLAN AND REFLECTED CEILING PLAN – NEW WORK

A-201 EXTERIOR ELEVATIONS

A-601 DOOR SCHEDULE & DETAILS

A-602 DOOR & WINDOW INFILL DETAILS

A-701 FINISH PLAN AND INTERIOR ELEVATIONS

PLUMBING

P-1 PLUMBING SCHEDULES AND NOTES

P-2 PLUMBING PLANS

P-3 PLUMBING PLANS

MECHANICAL

M-1 MECHANICAL NOTES AND DETAILS

M-2 MECHANICAL FLOOR PLAN

M-3 MECHANICAL SCHEDULES

M-4 MECHANICAL SPECIFICATIONS

ELECTRICAL

E-1 ELECTRICAL LEGEND AND ABBREVIATIONS

E-2 ELECTRICAL LIGHTING AND POWER FLOOR PLAN

E-3 ELECTRICAL SCHEDULES AND ONE LINE DIAGRAM

E-4 ELECTRICAL SPECIFICATIONS

KRISTIN C. CREASY

Lic. No. 013977

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Date:

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P lo tt e d o n

T h e s e d ra w in g s a n d t h is d e s ig n r e m a in t h e p ro p e rt y o f G u e rn s e y T in g le a n d m a y n o t b e a lt e re d re p ro d u c e d o r b u ilt w it h o u t w ri tt e n p e rm is s io n o f th e A rc h it e c t.

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COVER SHEET AND LIFE

SAFETY PLAN

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BID SET

V ir g in ia A v e

W ill ia m s b u rg

V ir g in ia

A fr ic a n A m e ri c a n

H e ri ta g e

T ra il C o m fo rt

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08/31/26

227 Virginia Ave, Williamsburg, Virginia 23185

African American Heritage Trail Comfort Station

A fr ic a n A m e ri c a n

H e ri ta g e

T ra il C o m fo rt

S ta ti o n

GENERAL CONSTRUCTION NOTESBUILDING CODE SUMMARY

R E

V

IS

IO

N

S C

H E

D U

L E

D

E S

C R

IP

T

IO

N

D A

T E

IN

IT

IA

LS

PROJECT TEAM

1/2" = 1'-0"

LIFE SAFETY PLAN

N 1/2" = 1' - 0" 0 1' 5'6" 2' 3' 4'

INDEX OF DRAWINGS

MIN MINIMUM, MINUTE

MIR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPP OPPOSITE

OTS OPEN TO STRUCTURE

PAR PARALLEL

PART PARTIAL

PC PRECAST

PCT PORCELAIN CERAMIC TILE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLUMB PLUMBING

PLY PLYWOOD

PREFAB PREFABRCATE, PREFABRICATED

PREFIN PREFINISHED

PREP PREPARE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

QTY QUANTITY

R RADIUS, RISER

RAD RADIUS

RB RESILIENT BASE, RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECEPTACLE

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

S SOUTH

SAN SANITARY

SECT SECTION

SF SQUARE FEET

SIM SIMILAR

SND SANITARY NAPKIN DISPOSAL

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL, SOLID SURFACE

STC SOURCE TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SYN SYNTHETIC

T TON, TREAD, TOP

T&G TONGUE AND GROOVE

TEMP TEMPERATURE, TEMPERED

TERR TERRAZZO

TG TEMPERED GLASS

THRU THROUGH

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TRTD TREATED

TV TELEVISION

TYP TYPICAL

UL UNDERWRITERS LABORATORY

UNF UNFINISHED

UNO, UON UNLESS NOTED OTHERWISE , UNLESS OTHERWISE NOTED

V VOLT

VCT VINYL COMPOSITION TILE

VEN VENEER

VERT VERTICAL

W WIDTH, WIDE, WEST

WAIN WAINSCOT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

W/ WITH

W/O WITHOUT

° DEGREE

&, + AND

@ AT

±, +/- PLUS OR MINUS

> GREATER THAN

≥ GREATER THAN OR EQUAL TO

< LESS THAN

≤ LESS THAN OR EQUAL TO

A/C AIR CONDITIONING

ACT ACOUSTICAL CEILING TILE

ADDL ADDITIONAL

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AGG AGGREGATE

AHU AIR HANDLING UNIT

ALUM ALUMINUM

ALT ALTERNATE

ANCH ANCHOR, ANCHORAGE

APPROX APPROXIMATE

ARCH ARCHITECT, ARCHITECTURAL

ATTEN ATTENUATION

AVG AVERAGE

BOT BOTTOM

BD BOARD

BFG BELOW FINISHED GRADE

BIT BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BRG BEARING

CAB CABINET

CJ CONTROL JOINT

CL CLEAR, CENTERLINE

CLO CLOSET

C/L CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CORD COORDINATE

CORR CORRIDOR, CORRUGATED

CPT CARPET

CT CERAMIC TILE

D DEEP, DEPTH, DRAIN

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG DRAWING

E EAST

EA EACH

EF EXHAUST FAN

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EQ EQUAL

ETR EXISTING TO REMAIN

EQUIP EQUIPMENT

EX, EXIST EXISTING

EXP JT EXPANSION JOINT

EXT EXTERIOR

FD FLOOR DRAIN, FIRE DAMPER

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FL, FLR FLOOR

FOM FACE OF MASONRY

FOS FACE OF STUD

FP FIREPROOF

FRP FIBERGLASS REINFORCED PLASTIC

FT FOOT, FEET

FUR FURRED, FURRING

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GL GLASS, GLAZING

GOVT GOVERNMENT

GWB GYPSUM WALLBOARD

GYP GYPSUM

H, HT HIGH, HEIGHT

HC HANDICAPPED, HOLLOW CORE

HORIZ HORIZONTAL

HM HOLLOW METAL

IN INCH

INSUL INSULATION, INSULATED

INHM INSULATED HOLLOW METAL

JAN JANITOR

JC JANITOR CLOSET

JT JOINT

L LONG, LENGTH

LED LIGHT EMITTING DIODE

LF LINEAR FOOT

LH LEFT HAND

MAINT MAINTENANCE

MAX MAXIMUM

MECH MECHANICAL

MED MEDIUM

MTL METAL

MFG MANUFACTURER

(CONTINUED NEXT COLUMN)

ROOM

15'-6" 16'-6"

32'-0"

CLO.

ROOM

5 4

7'-0" 7'-0"

A

8'-0" 7'-6" 8'-6" 8'-0"

'-0

'-0

'-0

FRAMED CONSTRUCTION

A

B

DIM FROM STRUCT.

WALL COMPONENT

OVERALL BUILDING WALL

OPENINGS

ALL DIMENSIONS ARE TAKEN FROM FACE OF MASONRY OR FACE OF STUD TO

FACE OF STUD OR CENTERLINE OF COLUMN

6'-0"

M.O.

5'-4" 4'-2" 7'-8"

M.O.

3'-4" 5'-6"

MASONRY CONSTRUCTION

15'-6" 16'-6"

32'-0"

ROOM

ROOM

DIM FROM FACE OF

STUD

CLO.

B

A

B 6

X#.## #

X#.## #

X#.##

X

ROOM

X#.##

BUILDING ELEVATION MARKER

INTERIOR ELEVATION MARKER

BUILDING/WALL SECTION TAG

DETAIL CALLOUT TAG

DOOR TAG

WINDOW TAG

WALL/PARTITION TAG

ROOM NAME & NUMBER

# ARCHITECTURAL KEYNOTE

VIEW NUMBER ON

SHEET

SHEET ON WHICH THE

SECTION OCCURS

VIEW NUMBER ON

SHEET

SHEET ON WHICH THE

DETAIL OCCURS

VIEW NUMBER

ON SHEET

SHEET ON WHICH THE

SECTION OCCURS

VIEW NUMBER

ON SHEET

SHEET ON WHICH THE

SECTION OCCURS

1/8" = 1' - 0" 0 5' 10' 15' 30'

DRAWING SCALE INDICATOR

NORTH ARROW

EGRESS PATH OF TRAVEL AND DISTANCE

REVISION

NUMBER

LIMIT OF

REVISION AREA

REVISION CLOUD AND NUMBER

INDICATOR

GRID LINE INDICATOR

BREAK LINE INDICATOR

ELEVATION/LEVEL INDICATOR

0' - 0"

# VIEW TITLE

Scale: # = #

DRAWING TITLE INDICATORVIEW NUMBER ON

SHEET

X#.##

# DEMOLITION KEYNOTE

X

TOILET ACCESSORY/ PLUMBING

FIXTURE TAG

X FURNITURE TAG

X-X FINISH TAG

TOP OF SLAB

120'

X

WOMEN

10"

7"

8"

8"

1/ 2"

5/

8"

1/ 2"

5/

3/

5/

8"

3/ 4" 1/ 2"

3/4" MIN.

7 1/4"

DIRECTIONAL SIGN

DEMOLITION IN EXISTING:

WALLS SHADED GREY WITH BOLD GREY

OUTLINE, NO WALL LAYERS; OBJECTS TO

BE DEMOLISHED SHOWN AS DASHED WITH

WHITE FILL

NEW OBJECTS IN EXISTING CONSTRUCTION:

WALLS SHADED GREY WITH BOLD GREY

OUTLINE, NO WALL LAYERS; NEW OBJECTS

BOLD BLACK OUTLINES WITH WHITE FILL

TOTAL DEMOLITION:

WHITE FILL; DASHED LINES INDICATING

EXTENT OF DEMOLITION

ALL NEW CONSTRUCTION:

WALLS WHITE FILL WITH BOLD BLACK

OUTLINE, THIN LINES & PATTERNS

SHOWING WALL LAYERS; NEW OBJECTS

BOLD BLACK OUTLINES WITH WHITE FILL

BRICK (PLAN)

GROUT OR GYPSUM

BRICK (ELEVATION)

CMUSTEEL, ALUM, OR

OTHER METAL

EARTH

POROUS FILL SAND

CONT. ROUGH WOOD

FRAMING

WOOD

BLOCKING

PLYWOOD

(ROUGH)

FINISH WOOD FOR

ARCHITECTURAL

FINISH WOOD FOR

ARCHITECTURAL

FINISH WOOD FOR

ARCHITECTURAL

CONCRETE

BATT INSULATIONRIGID INSULATION

KRISTIN C. CREASY

Lic. No. 013977

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P lo tt e d o n

T h e s e d ra w in g s a n d t h is d e s ig n r e m a in t h e p ro p e rt y o f G u e rn s e y T in g le a n d m t b e a lt e re d re p ro d u c e d o r b u ilt w it h o u t w ri tt e n p e rm is s io n o f th e A rc h it e c t.

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LEGENDS &

ABBREVIATIONS

08/31/26

222042

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BID SET

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A fr ic a n A m e ri c a n

H e ri ta g e

T ra il C o m fo rt

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ABBREVIATIONS

ANNOTATION STANDARDS

SYMBOL LEGENDSIGN DETAILS

NEW/EXISTING LEGEND

PATTERN LEGEND

R E

V

IS

IO

N

S C

H E

D U

L E

D

E S

C R

IP

T

IO

N

D A

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IN

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TOP OF OPERABLE PART OF SOAP

DISPENSER

TOP OF WORK SURFACE WHEN

OPEN

FINISHED FLOOR

TOP OF OPERABLE PART (IE: THE PULL

WHEN CLOSED AND USABLE

COMPARTMENTS WHEN OPEN)

SENSOR ACTIVATION/

SOAP FLOW

SENSOR ACTIVATION/ HANDLES &

WATER/ SOAP FLOW

FAUCET

SI

D

E

SO

AP

D

IS

PE

N

SE

R

TRANSFER SIDE

TOP OF GRIPPING

SURFACE

CENTER OF BAR

FINISHED FLOOR

BOTTOM OF BAR

(A)

SIDE WALL GRAB BARS AT WATER CLOSET

(APPLIES TO BOTH FLOOR AND WALL MOUNTED

W.C.)

(B)

REAR WALL GRAB BARS AT WATER CLOSET

(APPLIES TO BOTH FLOOR AND WALL MOUNTED

W.C.)

FINISHED FLOOR

TOP OF GRIPPING

SURFACE

OUTLET

O U

TL

ET

OUTLET = LOCATION PAPER DISPENSES OUT

TOP OF TOILET SEAT

NOTE: ENHANCED REACH RANGES ARE REQUIRED AT ROOMS

WITH SIX (6) OR MORE LAVATORIES WITHIN THEM. REFER TO

PLANS FOR LOCATIONS.

S O

A P

ACCESSIBLE MOUNTING HEIGHTS AND CLEARANCES

POSITION OF CLEAR FLOOR SPACE AT FORWARD APPROACH

BABY CHANGING STATION

MOUNTING HEIGHT AND DEPTH OF

BABY CHANGING STATION

REACH DEPTH & POSITION OF SOAP DISPENSER

AT ACCESSIBLE LAVATORY

POSITION OF SOAP DISPENSER (SIDE & REAR MOUNT

OPTIONS) AT ALL ADULT LAVATORIES

WHEELCHAIR ACCESSIBLE

TOILET TISSUE DISPENSER AND

SANITARY NAPKIN DISPOSAL LOCATIONS

ACCESSIBLE TOILET COMPARTMENT GRAB BARS

AND TOILET SEAT HEIGHT

POSITION OF FAUCET AND SOAP DISPENSERS AT ENHANCED

REACH RANGE LAVATORY

NOTES:

1. THE MEASUREMENTS NOTED ON THIS SHEET FOLLOW CURRENT ADA AND 2009 ANSI A117.1 MINIMUM REQUIREMENTS.

2. THE TERM "IDEAL" DENOTES DIMENSIONS NOT NECESSARILY DICTATED BY CODE OR WHERE THE OWNER/ARCHITECT REQUIRE DIMENSIONS THAT EXCEED CODE

REQUIREMENTS. WHERE THE TERM "IDEAL" IS NOTED IT SHALL SUPERCEDE ALL OTHER DIMENSIONS AND THE CONTRACTOR SHALL USE IT AS THEIR BASIS FOR

INSTALLATION.

3. ALL DIMENSIONS ARE "CLEAR" DIMENSIONS AND ARE FROM FINISHED FACE OF ALL ELEMENTS.

CL

CL

TOILET TISSUE

DISPENSER

1.

5"

M

IN

7" MIN. - 9" MAX.

42" MAX.

24" MIN.

1' -6

M

IN

CL

EQ EQ

TO

E

C

LE

A R

A N

C E

M

IN

5"

M A

X

M

IN

M

A X

K

N E

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LE

A

R A

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4' -0

M

IN

2'-6" MIN.

M A

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H E

R E

D E

P

TH

M A

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H E

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D E

P T

H

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0"

REACH RANGE

25" MAX.

TOE CLEARANCE

17" MIN.

K N

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C

LE

A R

A N

C E

M

IN

2' -1

0" M

A X

4'-6" MIN. FROM REAR WALL

1'-0" MAX.

3'-6" MIN.

41" MAX.

3'-3" MIN.

CL

CL

1' -6

M

IN

B O

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V E

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TI

C A

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A R

3' -3

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IN

M A

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9" M

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3'-0" MIN.

2'-0" MIN. 1'-0" MIN.

CL

CL CL

4' -0

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IN

2'-6" MIN.

>10"-24" MAX.(WHERE TOP OF OPERABLE PART IS ≤ 46")

10" MAX. (WHERE TOP OF OPERABLE PART. IS ≤ 48")

M O

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IN

G H

E

IG

H T

<2

-2 5"

M A

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C O

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D . W

REAR SOAP DISPENSER

SIDE SOAP DISPENSER

CL

6"

ID

E A

L

FOR REACH TO A SIDE DISPENSER:

REAR SOAP DISPENSER LOCATION:

REAR WALL ABOVE BOTH AN ACCESSIBLE &

INACCESSIBLE SINK

SIDE SOAP DISPENSER LOCATION:

SIDE WALL ABOVE BOTH AN ACCESSIBLE &

INACCESSIBLE SINK

M A

X

W H

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E A

C C

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S D

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T H

M A

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H E

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0"

M

A X

ID

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A L

6" IDEAL

CL

M A

X

ID

E

A L

CL

SOAP DISPENSER LOCATION:

CL

OPTION 2 - SIDE WALL MOUNT

OPTION 1 - COUNTER MOUNT

COORD. W/ MTG HGT

<20" - 25" MAX.-

ID

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A L

H E

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H

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SANITARY NAPKIN DISPOSAL

CL

M

IN

'-0

M A

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SE

R

SOAP DISPENSER LOCATION:

6"

SENSOR ACTIVATION/

SOAP FLOW

NOTE: THIS DISPOSAL IS ONLY

REQUIRED TO BE WITHIN

"REACH" FROM A SITTING

POSITION. IT CAN BE TO THE

BACK SIDE OR FORWARD SIDE

OF THE TISSUE DISPENSER. IT IS

RECOMMENDED THEY BE

MOUNTED BELOW GRAB BARS.

HEIGHT OF SINK RIM OR

COUNTER SURFACE

FINISHED FLOOR

FRONT EDGE OF

COUNTERTOP OR

WALL HUNG SINK

M

IR

R O

R

TOE & KNEE CLEARANCES AT ACCESSIBLE ADULT LAVATORIES & SINKS/

HEIGHT OF ACCESSIBLE ADULT LAVATORIES & SINKS/

HEIGHT OF ACCESSIBLE ADULT MIRRORS

POSITION OF CLEAR FLOOR SPACE AT

ACCESSIBLE FORWARD APPROACH

2'-6" MIN.

4' -0

M

IN

EQ EQ

T O

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A

R

1' -5

M

IN

BOTTOM OF PANEL SHOULD BE AS HIGH AS

POSSIBLE AND STILL CONCEAL AND PROTECT

PIPES. WHERE A PANEL IS NOT USED,

PROVIDE CODE COMPLIANT PIPE WRAPS.

8" MIN. KNEE CLEARANCE

3' -4

M

A X

BOTTOM OF REFLECTIVE SURFACE

11" MIN. KNEE CLEAR.

WHERE KNEE CLEAR. IS 9"

6" MAX. TOE CLEAR.

K N

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C

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A R

2' -3

M

IN

K N

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C

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A R

9"

M

IN

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2' -1

0" M

A X

CL

K N

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C

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A R

M

IN

5" M

A X

17" MIN. - 25" MAX.

COUNTERTOP WITH SINK OR

SINGLE WALL HUNG LAVATORY

NOTE: TOE AND KNEE CLEARANCES ARE

NOT REQUIRED TO APPLY TO MORE THAN

ONE BOWL OF A MULTIBOWL SINK.

WHEELCHAIR ACCESSIBLE

WATER CLOSET LOCATIONS

CL

16" - 18"

COAT HOOKS

S T

A N

D A

R D

: 6 0"

D

A A

C C

E S

S

IB

LE

: 4

8" M

A X

FINISHED FLOOR

NOTE: THE 48" MAX. MOUNTING HEIGHT

APPLIES TO DISPENSERS ACCESSIBLE BY A

30"X48" CLEAR FRONT OR SIDE FLOOR

SPACE WITH AN UNOBSTRUCTED REACH.

FOR DISPENSERS LOCATED WITH ANY

PORTION ABOVE COUNTERTOPS OR OTHER

OBSTRUCTIONS, THE MOUNTING HEIGHT

SHALL BE DETERMINED BY A117.1, TABLE

603.6

PAPER TOWEL DISPENSERS/

AUTOMATIC HAND DRYERS

SPOUT

1'-3" MIN.5" MAX. CL

W H

E E

LC

H

A

IR

A C

C E

S S

M A

X

S T

A N

D

IN

G P

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S O

N S

M

IN

M

A X

ID

E A

L)

SPOUT OUTLET

NOTE: ADA COMPLIANT SKIRT

MUST BE PROVIDED ON WATER

COOLERS IF NOT LOCATED IN AN

ALCOVE.

POSITION OF

WATER FOUNTAIN SPOUTS

POSITION OF CLEAR FLOOR SPACE AT ACCESSIBLE WATER

FOUNTAIN

2'-6" MIN.

4' -0

M

IN

EQ EQ

CL

M A

X

A

LC

O V

E S

4"

FINISHED FLOOR

H

IG

H E

S T

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P

A R

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U N

B O

S T

R U

C T

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R E

A C

H

M A

X . T

O T

O P

O F

FORWARD APPROACH

REQUIRED AT ACCESSIBLE

FOUNTAINS. SIDE

APPROACH NOT ALLOWED.

KRISTIN C. CREASY

Lic. No. 013977

C O

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HCR

Drawn:

Date:

Checked:

Project:

P lo tt e d o n

T h e s e d ra w in g s a n d t h is d e s ig n r e m a in t h e p ro p e rt y o f G u e rn s e y T in g le a n d m t b e a lt e re d re p ro d u c e d o r b u ilt w it h o u t w ri tt e n p e rm is s io n o f th e A rc h it e c t.

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ACCESSIBILITY DETAILS

08/31/26

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BID SET

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KRISTIN C. CREASY

Lic. No. 013977

C O

M M

O N

W

E A LTH O F

V

IR

G

I N

A I

I T

T E C A

HCR

Drawn:

Date:

Checked:

Project:

P lo tt e d o n

T h e s e d ra w in g s a n d t h is d e s ig n r e m a in t h e p ro p e rt y o f G u e rn s e y T in g le a n d m t b e a lt e re d re p ro d u c e d o r b u ilt w it h o u t w ri tt e n p e rm is s io n o f th e A rc h it e c t.

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GENERAL

SPECIFICATIONS

08/31/26

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BID SET

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GENERAL REQUIREMENTS

SECTION 01 25 00 - SUBSTITUTION PROCEDURES

Indicated “Basis of Design” manufacturer's standard specifications apply to the extent that fair competing equivalent products can present similar substituting specifications for review. Substitution submittal applications must clearly indicate any significant deviations from the Basis of Design specifications and differences in dimension, quality, configuration, or performance. Other information may be requested to determine if a substitution is "equal."

Basis of Design equipment, manufacturer, model and capacity are listed in schedules on drawings. any other manufacturer or model is considered a substitution. Substitutions are subject to the approval of the Owner/Architect/Engineer.

Basis of Design equipment manufacturer's specifications are considered part of this contract to the extent that the design intended level of quality is invoked when the Contractor considers substitutions.

A. Substitutions: Changes from Contract Documents requirements proposed by Contractor to materials, products, assemblies, and equipment.

1. Substitutions for Cause: Proposed due to changed Project circumstances beyond Contractor's control.

a. Unavailability.

b. Regulatory changes.

2. Substitutions for Convenience: Proposed due to possibility of offering substantial advantage to the Project.

a. Substitution requests offering advantages solely to the Contractor will not be considered.

B. A Substitution Request for products, assemblies, materials, and equipment constitutes a representation that the submitter:

1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product, equipment, assembly, or system.

2. Agrees to provide the same warranty for the substitution as for the specified product.

3. Agrees to provide same or equivalent maintenance service and source of replacement parts, as applicable.

4. Agrees to coordinate installation and make changes to other work that may be required for the work to be complete, with no additional cost to

Owner.

5. Waives claims for additional costs or time extension that may subsequently become apparent.

6. Agrees to reimburse Owner and Architect for review or redesign services associated with re-approval by authorities.

C. A Substitution Request for specified installer constitutes a representation that the submitter:

1. Has acted in good faith to obtain services of specified installer, but was unable to come to commercial, or other terms.

D. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. Burden of proof is on proposer.

1. Note explicitly any non-compliant characteristics.

E. Content: Include information necessary for tracking the status of each Substitution Request, and information necessary to provide an actionable response.

1. No specific form is required. Contractor's Substitution Request documentation must include the following:

a. Project Information

b. Substitution Request Information:

• Discrete and consecutive Substitution Request number, and descriptive subject/title.

• Indication of whether the substitution is for cause or convenience.

• Issue date.

• Reference to particular Contract Document(s) specification section number, title, and article/paragraph(s).

• Description of Substitution.

• Reason why the specified item cannot be provided.

• Differences between proposed substitution and specified item.

• Description of how proposed substitution affects other parts of work.

c. Attached Comparative Data: Provide point-by-point, side-by-side comparison addressing essential attributes specified, as appropriate and relevant for the item:

• Physical characteristics.

• In-service performance.

• Expected durability.

• Visual effect.

• Sustainable design features.

• Warranties.

• Other salient features and requirements.

• Include, as appropriate or requested, the following types of documentation:

• a. Product Data.

• b. Samples.

• c. Certificates, test, reports or similar qualification data

• d. Drawings, when required to show impact on adjacent construction elements.

d. Impact of Substitution:

• Savings to Owner for accepting substitution.

• Change to Contract Time due to accepting substitution.

F. Limit each request to a single proposed substitution item.

1. Submit an electronic document, combining the request form with supporting data into single document.

G. Substitution Procedures During Construction:

1. Submit request for Substitution for Cause within 14 days of discovery of need for substitution, but not later than 14 days prior to time required for review and approval by Architect, in order to stay on approved project schedule.

2. Submit request for Substitution for Convenience within 14 days of discovery of its potential advantage to the project, but not later than 14 days prior to time required for review and approval by Architect, in order to stay on approved project schedule.

a. In addition to meeting general documentation requirements, document how the requested substitution benefits the Owner through cost savings, time savings, greater energy conservation, or in other specific ways.

b. Document means of coordinating of substitution item with other portions of the work, including work by affected subcontractors.

c. Bear the costs engendered by proposed substitution of:

• Owner's compensation to the Architect for any required redesign, time spent processing and evaluating the request.

• Other construction by Owner.

• Other unanticipated project considerations.

3. Substitutions will not be considered under one or more of the following circumstances:

a. When they are indicated or implied on shop drawing or product data submittals, without having received prior approval.

b. Without a separate written request.

H. Resolution

1. Architect and/or Owner may request additional information and documentation prior to rendering a decision.

2. Provide this data in an expeditious manner.

3. Architect will notify Contractor in writing of decision to accept or reject request.

a. Architect's decision following review of proposed substitution will be noted on the submitted form.

I. Acceptance

1. Accepted substitutions change the work of the Project. They will be documented and incorporated into work of the project by Change Order, Construction Change Directive, Architectural Supplementary Instructions, or similar instruments provided for in the Conditions of the Contract.

01 30 00 – ADMINISTRATIVE REQUIREMENTS

A. Submittal Procedures: See 01 40 00, 01 60 00, 01 78 00, and product specifications for submittals required.

1. Submittals for Review

a. Shop Drawings, product data: (1) electronic copy.

b. Samples: (2) of each, unless more are specified, one of which will be retained for project record, for review only for aesthetic characteristics or color or finish selection.

c. Submittals for Information: Certificates and certifications, test reports: (1) electronic copy.

2. Preparing Submittals:

a. Submit related information together or in appropriate sequence; submit all information required for an individual review together.

b. If verification of field conditions is required, do not submit until verified.

c. Do not make requests for deviations from contract documents via shop drawings, product data, or samples; deviations will not be valid unless specifically approved under specified modification procedures.

d. Coordinate with other submittals and with construction schedule.

e. For submittals for review, allow minimum of 7 calendar days for review, excluding transit time.

f. Use a standard transmittal form; identify project, entities involved, and relevant contract document drawing, detail, or specification.

g. Number each initial submittal with sequential number; number resubmissions with original number plus sequential alphabetic suffix.

h. Manufacturers' Standard Printed Data: Cross out inapplicable data or otherwise annotate to show applicable products, options, models, etc.

i. Clearly mark changes from previous submissions.

j. Provide space for review/approval stamps.

01 40 00 – QUALITY REQUIREMENTS

A. Reference Standards: Where products or workmanship is specified by reference to a document not included in the contract documents, comply with the requirements of the document, except where more stringent requirements are specified.

B. Quality Control:

1. Certificates: Where specified or required by code, certify in writing that work complies with code and with contract documents.

2. Field Testing and Inspection: Perform all testing, observation, and inspection required by code and as specified.

a. Exception: Tests and inspections indicated to be performed by Colonial Williamsburg Foundation’s agent or other independent agency.

b. Reports: Make written report of each test/inspection; include complete details of conditions, methods, and results.

c. Submittals Required:

1). Design Data: For each assembly specified to be designed or engineered by manufacturer or fabricator, submit calculations or test reports showing compliance with design criteria; or, for engineering design, submit certification by licensed professional engineer; or as specified; submit for review.

2). Reports: On each factory and field test, inspection, or other procedure specified; submit for information.

01 60 00 – PRODUCT REQUIREMENTS

A. Basic Product Requirements:

1. Salvage: Do not use materials or equipment removed from existing premises, unless specifically allowed or required.

2. Multiple Instances of same Item: Use the same brand name product for each instance of the same item.

B. Product Options: Submit equals for approval by A/E.

C. Product Submittals Required:

1. Substantiations: Submittals must be provided to the Architect, Engineer, and Owner in electronic pdf format (e-mail, fileshare, etc.).

Provide dated transmittal letter with Contractor contact information and vendor information. Submittals must be legible and signed by the General Contractor’s project manager certifying the information has been reviewed by them and is ready for review by Owner and Architect/Engineer.

2. Design Data: For each assembly specified to be designed or engineered by manufacturer or fabricator, submit calculations or test reports showing compliance with design criteria; or, for engineering design, submit certification by licensed professional engineer; or as specified;

submit for review.

3. Shop Drawings: As required.

4. Product Data: On each product specified; include manufacturer's catalog data showing compliance and installation instructions.

5. Samples: For each product for which color, pattern, texture, or other optional characteristics must be selected and are not specified.

6. Warranties: Submit specimen warranty for review; submit actual warranty at project closeout.

7. Operation and Maintenance Data: See 01 78 00.

D. Product Delivery Requirements: Transport and handle in accordance with manufacturer's instructions; inspect promptly upon delivery; handle by methods that prevent soiling and damage.

E. Product Storage and Handling Requirements: Store and protect in accordance with manufacturer's instructions, with packaging, seals, and labels intact; store in manner required to prevent damage.

01 70 00 – EXECUTION REQUIREMENTS

A. Examination:

1. Before starting work, verify that substrates are ready for and capable of supporting subsequent work.

2. Verify that utility characteristics of equipment are compatible with utilities installed.

3. Verify that field dimensions that would affect installation are as required.

B. Preparation:

1. Conduct preinstallation meetings to familiarize installers and others affected with procedures for installation and protection after installation.

2. Lay out work precisely, for accurate location, lines, and levels.

3. Before starting work, prepare substrates and surfaces by cleaning and patching, as required, and as recommended by manufacturer of product to be installed.

4. Remove debris from areas of installation.

5. Before starting finishing work, broom and vacuum clean interior spaces and continue cleaning as required to eliminate dust.

C. Execution:

1. Install products in manner specified and as required or recommended by manufacturer; if manufacturer's instructions conflict with contract documents, request clarification before proceeding.

2. Comply with specified standards as minimum quality, except where more stringent tolerances or other specified requirements indicate higher standards or more precise workmanship.

3. Have work performed by persons qualified to produce specified quality.

4. Install products level, straight, plumb, and in correct location, within tolerances specified, if any.

5. Install fixtures and fittings plumb and level and nicely aligned with each other and with finish materials.

6. Where one product covers another, install so covered product is completely concealed.

7. Where a product covers an opening, install so opening is completely covered.

8. Install sequential work in proper order; fit subsequent work to previous work neatly.

9. Where subsequent work alters previous work, replace and refinish previous work to correct condition.

10. Do not permanently enclose waste materials, debris, or rubbish in finished work.

11. In finished areas, conceal pipes, ducts, and wiring within the construction, unless otherwise indicated.

12. Secure products in place with positive anchorage devices designed and sized to withstand reasonably anticipatable loads, stresses, vibration, and distortion.

D. Penetrating Items: Cut holes in previous work as required to fit, unless otherwise indicated.

1. Conceal holes in finished work; use escutcheons unless otherwise indicated.

2. Sound-Rated Assemblies: Pack openings around penetrations with noncombustible material.

3. Other Assemblies: Make airtight seal around openings.

4. If openings have been made too large, patch with matching materials to original condition before sealing or covering.

E. Cleaning:

1. Remove temporary labels, stains, and spots.

2. During construction, keep all project areas and site free of waste materials, debris, and rubbish.

3. Place waste materials, debris, and rubbish in containers provided every day.

4. Final Cleaning:

a. Clean interior and exterior surfaces exposed to view and equipment.

b. Polish transparent and glossy surfaces.

c. Vacuum clean carpet and other soft surfaces; broom clean other floors.

d. Clean equipment, clean filters, and clean strainers.

e. Clean light bulbs and lamps.

f. Broom clean exterior paved areas; rake clean landscaped areas.

F. Starting Equipment and Systems:

1. Before starting, verify that:

a. Equipment or system has been properly installed, lubricated, and adjusted, eliminating conditions that might cause damage.

b. Proper utility connections have been made correctly.

c. Electrical characteristics, meter readings, and test results agree with those required by the equipment or system manufacturer.

2. Execute start-up in accordance with manufacturer's instructions, under supervision of appropriate contractor personnel.

a. Where specified or appropriate, require presence and supervision of manufacturer's representative.

b. Operate for sufficient time to show proper functioning; test and adjust for proper operation.

G. Protecting Installed Construction: Once work is installed, protect from damage due to subsequent construction operations whether or not relevant to installed work.

1. If necessary for complete protection, provide temporary coverings, warning signs, or barriers.

2. Positively protect sensitive finishes with durable materials capable of preventing damage, securely fastened.

3. Where possible avoid the need for traffic over sensitive materials like waterproofing, roofing, plantings, finished floorings, by proper sequencing of work; if traffic is unavoidable follow manufacturer's recommendations for protection, at a minimum.

4. Prohibit storage of materials on finished work.

5. Remove protective materials prior to final cleaning.

01 78 00 – CLOSEOUT SUBMITTALS

A. Operation and Maintenance Data:

1. Provide five copies of all required information.

2. Products, Including Equipment:

a. Manufacturer's catalog sheets, marked to clearly identify products actually used and data applicable to actual installation.

b. Complete operation, adjustment, shut-down, troubleshooting, cleaning, preventative maintenance, inspection, and repair instructions and precautions, prepared especially for project if necessary, incorporating manufacturer's recommendations and diagrams.

c. Original manufacturer's replaceable parts list, with current prices, and recommended quantities to be kept in storage.

d. Name and source of recommended tools, lubricants, and supplies.

3. Operating Equipment, Assemblies, and Systems: Prepare project-specific data, including:

a. Functional description, normal operating characteristics, limiting conditions.

b. System design parameters, flow diagrams, one-line diagrams, and other data prepared during design that shows how systems are intended to operate.

c. Sequence of operation, including but not limited to controls.

d. Commissioning data showing as-adjusted characteristics.

e. As-installed wiring and control diagrams.

f. Valve charts, with location and function of each valve, indexed to functional diagrams.

g. Coordination drawings prepared during construction.

4. Warranties: Minimum of two year warranty. Execute, notarize, and mark with applicable specification number. Provide (5) copies.

SECTION 07 21 00 – THERMAL INSULATION

PART ONE – GENERAL

1.01 SUBMITTALS

A. Product Data: Provide data on product characteristics, performance criteria, and product limitations.

B. Manufacturer's Installation Instructions: Include information on special environmental conditions required for installation and installation techniques.

C. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.

1.02 FIELD CONDITIONS

A. Do not install insulation adhesives when temperature or weather conditions are detrimental to successful installation.

PART TWO - PRODUCTS

2.01 APPLICATIONS

A. Insulation in Wood Framed Walls: Batt insuation with no vapor retarder.

B. Insulation above Gypsum Wallboard Ceilings: Batt insulation with no vapor retarder.

2.02 BATT INSULATION MATERIALS

A. Where batt insulation is indicated, either glass fiber or mineral fiber batt insulation may be used, at contractor’s option.

B. Glass Fiber Batt Insulation: Flexible preformed batt or blanket, complying with ASTM C 665; friction fit.

1) Flame Spread Index: 25 or less, when tested in accordance with ASTM E 84.

2) Smoke Developed Index: 450 or less, when tested in accordance with ASTM E 84.

3) Combustibility: Non-combustible, when tested in accordance with ASTM E 136, except for facing, if any.

4) Facing: Unfaced.

C. Mineral Fiber Batt Insulation: Flexible preformed batt or blanket, complying with ASTM C 665; friction fit; unfaced flame spread index of 0 (zero) when tested in accordance with ASTM E 84.

1) Smoke Developed Index: 0 (zero), when tested in accordance with ASTM E 84.

PART THREE – EXECUTION

3.01 EXAMINATION

A. Verify that substrate, adjacent materials, and insulation materials are dry and that substrates are ready to receive insulation and adhesive.

B. Verify substrate surfaces are flat, free of honeycomb, fins, irregularities, or materials or substances that may impede adhesive bond.

3.02 BATT INSTALLATION

A. Install insulation in accordance with manufacturer's instructions.

B. Install in exterior wall and roof spaces without gaps or voids. Do not compress insulation.

C. Trim insulation neatly to fit spaces. Insulate miscellaneous gaps and voids.

D. Fit insulation tightly in cavities and tightly to exterior side of mechanical and electrical services within the plane of the insulation.

3.03 PROTECTION

A. Do not permit installed insulation to be damaged prior to its concealment.

SECTION 07 62 00 – SHEET METAL FLASHING AND TRIM

PART ONE - GENERAL

1.01 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods, flashings, terminations, and installation details.

C. Samples: Submit two samples 4x4 inch in size illustrating metal finish color.

1.02 QUALITY ASSURANCE

A. Perform work in accordance with SMACNA Architectural Sheet Metal Manual requirements and standard details, except as otherwise indicated.

2.01 SHEET MATERIALS

A. Pre-Finished Galvanized Steel: ASTM A 653/A 653M, with G90/Z275 zinc coating; minimum 0.02 inch thick base metal, shop pre-coated with modified silicone coating.

1. Modified Silicone Polyester Coating: Pigmented Organic Coating System, AAMA 2603; baked enamel finish system; color to match adjoining material as approved by A/E.

2.02 FABRICATION

A. Form sections true to shape, accurate in size, square, and free from distortion or defects.

B. Fabricate cleats of same type sheet metal, minimum 6 inches wide, interlocking with sheet.

C. Form pieces in longest possible lengths.

D. Hem exposed edges on underside 1/2 inch; miter and seam corners.

E. Form material with flat lock seams, except where otherwise indicated. At moving joints, use sealed lapped, bayonet-type or interlocking hooked seams.

F. Fabricate corners from one piece with minimum 18 inch long legs; seam for rigidity, seal with sealant.

G. Fabricate vertical faces with bottom edge formed outward 1/4 inch (6 mm) and hemmed to form drip.

PART THREE - EXECUTION

3.01 INSTALLATION

A. Secure flashings ure flashings in place using concealed fasteners. Use exposed fasteners only where permitted.

B. Apply plastic cement compound between metal flashings and felt flashings.

C. Fit flashings tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles.

D. Seal metal joints watertight.

SECTION 07 90 05 – JOINT SEALERS

PART ONE – GENERAL

1.01 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide data indicating sealant chemical characteristics.

C. Samples: Submit two samples, illustrating sealant colors for selection.

1.02 FIELD CONDITIONS

A. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation.

1.03 WARRANTY

A. See Section 01 78 00 - Closeout Submittals, for additional warranty requirements.

B. Correct defective work within a two-year period after Date of Substantial Completion.

C. Warranty: Include coverage for installed sealants and accessories which fail to achieve airtight seal, exhibit loss of adhesion or cohesion, or do not cure.

PART TWO - PRODUCTS

2.01 SEALANTS

A. Type 1 - General Purpose Exterior Sealant: Polyurethane; ASTM C 920, Grade NS, Class 25, Uses M, G, and A; single component.

1) Color: Standard colors matching finished surfaces.

B. Type 2 - Exterior Expansion Joint Sealer: Precompressed foam sealer; urethane with water-repellent.

1) Size as required to provide weathertight seal when installed.

2) Applications: Use for exterior wall expansion joints.

C. Type 3 - Exterior Metal Lap Joint Sealant: Butyl or polyisobutylene, nondrying, nonskinning, noncuring.

D. Type 4 - General Purpose Interior Sealant: Acrylic emulsion latex; ASTM C 834, Type OP, Grade NF single component, paintable.

1) Color: Standard colors matching finished surfaces.

E. Type 5 - Tile Sealant: White silicone; ASTM C 920, Uses I, M and A; single component, mildew resistant.

1) Applications: Use for:

a. Joints between plumbing fixtures and floor and wall surfaces.

b. Joints between countertops and wall surfaces.

2.02 ACCESSORIES

A. Primer: Non-staining type, recommended by sealant manufacturer to suit application.

B. Joint Backing: Round foam rod compatible with sealant; ASTM D 1667, closed cell PVC; oversized 30 to 50 percent larger than joint width.

C. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application.

PART THREE – EXECUTION

3.01 EXAMINATION

A. Verify that substrate surfaces are ready to receive work.

B. Verify that joint backing and release tapes are compatible with sealant.

3.02 PREPARATION

A. Remove loose materials and foreign matter that could impair adhesion of sealant.

B. Clean and prime joints in accordance with manufacturer's instructions.

C. Perform preparation in accordance with manufacturer's instructions and ASTM C 1193.

D. Protect elements surrounding the work of this section from damage or disfigurement.

3.03 INSTALLATION

A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions.

B. Perform installation in accordance with ASTM C 1193.

C. Install bond breaker where joint backing is not used.

D. Install sealant free of air pockets, foreign embedded matter, ridges, and sags.

E. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges.

F. Tool joints concave.

G. Precompressed Foam Sealant: Do not stretch; avoid joints except at corners, ends, and intersections; install with face 1/8 to 1/4 inch below adjoining surface.

3.04 CLEANING

A. Clean adjacent soiled surfaces.

3.05 PROTECTION

A. Protect sealants until cured.

3.06 SCHEDULE

A. Exterior Joints for Which No Other Sealant Type is Indicated: Type 1; colors as selected.

B. Exterior Wall Expansion Joints: Type 1 and 2.

C. Control, Expansion, and Soft Joints in Masonry, and Between Masonry and Adjacent Work: Type 1.

D. Lap Joints in Exterior Sheet Metal Work: Type 3.

E. Joints Between Exterior Metal Frames and Adjacent Work (except masonry): Type 1.

F. Under Exterior Door Thresholds: Type 1.

G. Interior Joints for Which No Other Sealant is Indicated: Type 4; colors as shown on the drawings.

H. Joints Between Plumbing Fixtures and Walls and Floors, and Between Countertops and Walls: Type 5.

C O

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GENERAL

SPECIFICATIONS

08/31/26

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NOTE: REFER TO SHEET A-701

FINISH PLAN AND FINISH

SCHEDULE FOR INTERIOR FINISHES

AND PRODUCT SELECTIONS.

SECTION 09 67 26 – ACRYLIC RESIN FLOOR

PART ONE – GENERAL

1.01 SECTION INCLUDES:

A. Surface preparation for application of acrylic resin floor.

B. Testing of surface preparation.

C. Acrylic flake floor topping system.

1.02 SUBMITTALS:

A. Product Data including descriptive data and specific recommendations for surface preparation, mixing, and application of materials.

B. Samples of one square foot of specified acrylic resin flooring system applied to hardboard or similar backing for rigidity and handling.

1.03 QUALITY ASSURANCE:

A. Manufacturer Qualifications:

a. Acceptable Manufacturer: Sika Corporation, 201 Polito Drive, Lyndhurst, NJ 07071.

b. No request for substitution shall be considered that would change the generic type of system specified. Equivalent materials of other manufacturers may be substituted only on approval of the Architect or Engineer. Requests for substitution will be considered only if submitted 10 days prior to bid date. Requests shall include the respective manufacturer’s technical literature for each product giving the name, generic type, descriptive information, recommended dry film thickness (DFT), Material Safety Data Sheet (MSDS), and certified test reports showing results to equal performance criteria of products specified herein.

B. Applicator Qualifications:

a. Applicator shall be approved by the manufacturer for application of the specified products. Approved applicator shall have a minimum of 5 years experience installing the specified flooring system.

1. Sub-contractor: The only sub-contractor to the installer shall be for concrete surface preparation and shot-blast cleaning of the concrete surfaces. The sub-contractor shall be approved by the manufacturer.

2. Bond Testing: Surface preparation shall be evaluated by conducting the manufacturer's specified bond test at the site prior to application of the topping. The manufacturer shall perform and document all bond testing. Quantity of bond test shall be two per bay minimum.