African American Heritage Trail Comfort Station HUD Grant B-23-CP-VA-1478

ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE VIRGINIA EXISTING A. G.C. SHALL INSPECT ALL DRAWINGS IMMEDIATELY UPON RECEIPT & REPORT ANY DISCREPANCIES, OWNER
BUILDING CODE, 2021 EDITION, AND THE VIRGINIA CONSTRUCTION CODE, 2021 EDITION. CONFLICTS, ERRORS, OR OMISSIONS DISCOVERED. THIS INCLUDES COORDINATION WITH
MEP/OTHER TRADES. CITY OF WILLIAMSBURG
MUNICIPAL BUILDING, 401 LAFAYETTE ST
B. G.C. IS RESPONSIBLE FOR ENSURING ALL WORK IS DONE IN ACCORDANCE WITH ACCEPTED WILLIAMSBURG, VA 23185
PROJECT SUMMARY:
CONSTRUCTION STANDARDS & IN COMPLIANCE WITH ALL BUILDING CODES, ORDINANCES & 757-220-6143
REGULATIONS OF ALL CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION.
THE EXISTING BUILDING WAS BUILT IN APPROXIMATELY 1933 AND IS CURRENTLY A NON-
FUNCTIONING, ABANDONED PUMP STATION. C. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THESE PLANS & SPECIFICATIONS ARCHITECT
UNLESS A WRITTEN VARIANCE IS APPROVED BY THE OWNER.
THIS IS THE RENOVATION OF THE INTERIOR OF THE BUILDING TO INCLUDE THE ADDITION OF NON- GUERNSEYTINGLE
STRUCTURAL WALLS AND PLUMBING FIXTURES TO CREATE A SINGLE-USER RESTROOM. MINOR D. G.C. & ALL SUBCONTRACTORS SHALL VISIT & INSPECT THE PREMISES PRIOR TO SUBMITTING A 4350 NEW TOWN AVENUE, SUITE 101
REPAIRS SHALL BE MADE TO THE EXTERIOR. AS SUCH, THIS WILL BE A LEVEL 2 ALTERATION IN PROPOSAL. SUBMISSION OF A PROPOSAL CONSTITUTES AN AGREEMENT THAT THE G.C. INCLUDED WILLIAMSBURG, VIRGINIA 23188
ACCORDANCE WITH SECTION 603 OF THE 2021 VIRGINIA EXISTING BUILDING CODE. ALL ITEMS NECESSARY TO ACCOMMODATE THE EXISTING CONDITIONS. ANY CONDITIONS IN 757-220-0220
CONFLICT WITH THESE DRAWINGS & SPECIFICATIONS SHALL BE REPORTED TO THE DESIGNER
IMMEDIATELY UPON DISCOVERY. DESIGNER CANNOT BE HELD RESPONSIBLE FOR ANY HIDDEN
BUILDING DATA: CONDITIONS. STRUCTURAL ENGINEER
E. G.C .SHALL OBTAIN ALL PERMITS & THE CERTIFICATE OF OCCUPANCY, UNLESS NOTED OTHERWISE. TERRACON (TAM CONSULTANTS)
OCCUPANCY CLASSIFICATION: PROPOSED: B, BUSINESS 4350 NEW TOWN AVENUE, SUITE 201
CONSTRUCTION TYPE: TYPE 5B, COMBUSTIBLE, UNPROTECTED F. MATERIALS SHALL BE DELIVERED & STORED IN ORIGINAL, UNOPENED PROTECTIVE PACKAGING. WILLIAMSBURG, VIRGINIA 23188
FIRE SUPPRESSION SYSTEM : NO INSPECT LABELS IMMEDIATELY UPON DELIVERY FOR ACCURACY. STORE & INSTALL ACCORDING TO 757-784-0559
ALLOWABLE BUILDING AREA AND HEIGHT: MANUFACTURER'S INSTRUCTIONS. PREVENT DAMAGE TO MATERIALS & SURROUNDING SURFACES
ALLOWABLE AREA (VCC TABLE 506.2): 9,000 SF WHEN HANDLING.
ACTUAL AREA: 146 SF CIVIL ENGINEER, LANDSCAPE ARCHITECT
GROSS AREA: 146 SF < 9,000 SF 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 KIMLEY-HORN
ALLOWABLE HEIGHT (VCC TABLES 504.3 & 504.4) : 2 STORIES, 40'-0" ANY DAMAGED ITEMS TO "LIKE NEW" CONDITION. OCCUPIED/PUBLIC AREAS SHALL BE KEPT CLEAR 4350 NEW TOWN AVENUE, SUITE 203
ACTUAL HEIGHT: 1 STORY, 22'-6" < 40'-0" OF CONSTRUCTION MATERIALS. SECURITY, NOISE, & DUST BARRIERS SHALL BE MAINTAINED BY G.C. WILLIAMSBURG, VIRGINIA 23188
BETWEEN AREAS OF CONSTRUCTION & OCCUPIED/PUBLIC AREAS. 757-213-8600
H. G.C. SHALL PERFORM FINAL CLEANING PRIOR TO END USE OCCUPANCY TO INCLUDE: VACUUMING &
OCCUPANCY: REMOVAL OF DUST, DEBRIS, OILS, STAINS, FINGERPRINTS, LABELS & WALLCOVERING ADHESIVE. PLUMBING, MECHANICAL, & ELECTRICAL ENGINEER
I. G.C. IS RESPONSIBLE FOR PROVIDING A COMPLETE & OPERATIONAL SPACE.
INFINITY DESIGN GROUP (IDG) OCCUPANT LOAD:
723 THIMBLE SHOALS BLVD, SUITE 604
146 SF @ 1/50 GROSS AREA = 2 OCCUPANTS J. WITHIN 30 DAYS OF PROJECT COMPLETION, G.C. SHALL PROVIDE REPRODUCIBLE SCALED AS- NEWPORT NEWS, VIRGINIA 23606
BUILTS TO THE OWNER & THE ARCHITECT. THESE AS-BUILTS SHALL REFLECT FINAL FIELD 804-824-5267
CONDITIONS AT PROJECT COMPLETION.
FIRE RESISTANCE RATINGS:
K. WITHIN 60 DAYS OF PROJECT COMPLETION, G.C. SHALL PROVIDE THE END USER WRITTEN
DOCUMENTATION OF ALL WARRANTIES & RECOMMENDED MAINTENANCE PROCEDURES FOR ALL
STRUCTURAL FRAME: 0 HOURS EQUIPMENT & FINISH MATERIALS.
BEARING EXTERIOR WALLS: 0 HOURS
BEARING INTERIOR WALLS: 0 HOURS L. TO THE BEST OF OUR KNOWLEDGE & INFORMATION, THESE DRAWINGS HAVE BEEN PREPARED IN
NON BEARING EXTERIOR WALLS: 0 HOURS CONFORMITY WITH ANSI STANDARD A117.1 2009 & ADA TITLE III FOR MAKING BUILDINGS & FACILITIES
NON BEARING INTERIOR WALLS: 0 HOURS ACCESSIBLE TO & USABLE BY PERSONS WITH DISABILITIES. ALTERATIONS, EXCEPTIONS &
FLOOR CONSTRUCTION: 0 HOURS DELETIONS TO THESE RULES BY THE RESIDING JURISDICTION HAVE BEEN ACCOMMODATED TO THE
ROOF CONSTRUCTION: 0 HOURS BEST OF OUR KNOWLEDGE.
CORRIDOR WALLS: 0 HOURS
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
MATERIAL FINISH RATINGS: (REQUIRED)
OPENINGS WITH PLUMBING, HEATING, VENTILATING & ELECTRICAL DRAWINGS & CONTRACTORS.
N. PENETRATIONS THROUGH FLOOR/CEILING & ROOF/CEILING ASSEMBLIES SHALL BE FIRE RATED NOT
CORRIDORS: CLASS II FLOORS AND CLASS B WALLS AND CEILINGS
LESS THAN THE ASSEMBLY BEING PENETRATED. THE CONTRACTOR SHALL PROVIDE ROOMS AND AREAS: CLASS II FLOORS AND CLASS C WALLS AND CEILINGS
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
LIFE SAFETY SYSTEM NOTES, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS JAN.
THAT ARE SHOWN OR CALLED OUT.
102 RESTROOM
EMERGENCY LIGHTING: NOT REQUIRED (VEC SECTION 1008.3); PROVIDED P. INSTALLATION OF ALL PRODUCTS SHALL BE AS REQUIRED BY THE MANUFACTURER'S LATEST
EXIT SIGNS: NOT REQUIRED (VEC SECTION 1013.1, EXCEPTION 1); NOT PROVIDED WRITTEN INSTRUCTIONS AT THE TIME OF PERMITTING. 101
FIRE DETECTION SYSTEM: NOT REQUIRED; NOT PROVIDED
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
EXIT REQUIREMENTS OR TWISTING OF THE WRIST TO ACTIVATE CONTROLS.
R. THE SELECTED CONTRACTOR SHALL SUPPLY ALL MISC. BLOCKING, BRACING, METAL, TRIM,
BUSINESS: FASTENERS, HARDWARE, ETC AS REQUIRED TO COMPLETE THE WORK HERE-IN.
DEAD-END LIMIT MAXIMUM: 20'
COMMON PATH OF EGRESS TRAVEL: 75' S. ALL REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY ADA/ACCESSIBILITY SIGNAGE
MAXIMUM TRAVEL TO EXIT: 200' HAVING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, TO BE INSTALLED IN ACCORDANCE WITH
ACTUAL (MAXIMUM) TRAVEL TO EXIT: 12' IBC SECTIONS 1011, 1109 & 1110 ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR OR
MINIMUM NUMBER OF EXITS: 1 REQUIRED; 1 PROVIDED NEAREST ADJACENT WALL. G.C. SHALL PROVIDE & INSTALL SAID SIGNAGE, INCLUDING BUT NOT
LIMITED TO: DIRECTIONAL SIGNS, EXIT SIGNS & ACCESSIBLE TOILET FACILITIES.
EGRESS WIDTH: 36" DOOR, 32" MINIMUM CLEAR
WIDTH @ 0.2" PER OCCUPANT x 2 OCCUPANTS = 0.4" REQUIRED 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.
DESIGN LOADS: V. G.C. TO PROVIDE REQUIRED FUEL/REFRIGERANT/ELEC./WATER SUPPLY, ROUGH-INS. EXHAUST,
INTAKES, DRAINS, ETC. UNDER THE BASE BID FOR ALLEQUIPMENT ITEMS INDICATED IN THE PLANS.
THIS SHALL INCLUDE BUT NOT BE LIMITED TO EQUIPMENT & FIXTURES PROCURED & INSTALLED BY
EXISTING TO REMAIN.
THE CONTRACTOR, PROVIDED BY OWNER (WHETHER INSTALLED BY CONTRACTOR OR OWNER).
REQUIRED PLUMBING FIXTURES:
N/A
'21
=
TIXE
OT
ECNATSID
LEVART
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
BRACKET/ WALL-
MOUNTED
TYPE ABC FIRE
EXTINGUISHER;
OWNER PROVIDED,
GC TO INSTALL
E
ALTH OF
W V
N I
O R
M G
M I
N
O I
C KRISTIN C. CREASY A
Lic. No. 013977
ARCHITECT
Date:
Drawn: Checked:
Project:
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COVER SHEET AND LIFE
SAFETY PLAN
BID SET
M
A
2
4
:
1
5
:
1
1
6 08/31/26
2
0 BNR KCC 2
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222042 /
9
G-101
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African American Heritage Trail Comfort Station
227 Virginia Ave, Williamsburg, Virginia 23185
08/31/26
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BUILDING CODE SUMMARY GENERAL CONSTRUCTION NOTES INDEX OF DRAWINGS PROJECT TEAM
S
L
A
IT
IN
I
E T A
D
E
L
U
D
E
H
C
S
N N O O
S I IT P
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IR
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#
LIFE SAFETY PLAN
1/2" = 1'-0"
N
0 6" 1' 2' 3' 4' 5'
1/2" = 1' -0"

A/C AIR CONDITIONING MIN MINIMUM, MINUTE
ACT ACOUSTICAL CEILING TILE MIR MIRROR
ADDL ADDITIONAL MISC MISCELLANEOUS
ADJ ADJUSTABLE MO MASONRY OPENING
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE N NORTH
AGG AGGREGATE NIC NOT IN CONTRACT
AHU AIR HANDLING UNIT NO NUMBER
ALUM ALUMINUM NOM NOMINAL
ALT ALTERNATE NRC NOISE REDUCTION COEFFICIENT
ANCH ANCHOR, ANCHORAGE NTS NOT TO SCALE
APPROX APPROXIMATE
ARCH ARCHITECT, ARCHITECTURAL OC ON CENTER
ATTEN ATTENUATION OD OUTSIDE DIAMETER
AVG AVERAGE OH OVERHEAD
OPP OPPOSITE
BOT BOTTOM OTS OPEN TO STRUCTURE
BD BOARD
BFG BELOW FINISHED GRADE PAR PARALLEL
BIT BITUMINOUS PART PARTIAL
BLDG BUILDING PC PRECAST
BLKG BLOCKING PCT PORCELAIN CERAMIC TILE
BRG BEARING PL PROPERTY LINE
PLAM PLASTIC LAMINATE
CAB CABINET PLUMB PLUMBING
CJ CONTROL JOINT PLY PLYWOOD
CL CLEAR, CENTERLINE PREFAB PREFABRCATE, PREFABRICATED
CLO CLOSET PREFIN PREFINISHED
C/L CENTERLINE PREP PREPARE
CLG CEILING PSF POUNDS PER SQUARE FOOT
CLR CLEAR PSI POUNDS PER SQUARE INCH
CMU CONCRETE MASONRY UNIT PT PAINT
COL COLUMN PVC POLYVINYL CHLORIDE
COMM COMMUNICATION
CONC CONCRETE QT QUARRY TILE
CONST CONSTRUCTION QTY QUANTITY
CONT CONTINUOUS
CORD COORDINATE R RADIUS, RISER
CORR CORRIDOR, CORRUGATED RAD RADIUS
CPT CARPET RB RESILIENT BASE, RUBBER BASE
CT CERAMIC TILE RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
D DEEP, DEPTH, DRAIN REC RECEPTACLE
DBL DOUBLE REF REFERENCE
DEG DEGREE REINF REINFORCING
DEMO DEMOLITION REQD REQUIRED
DIA DIAMETER RH RIGHT HAND
DIM DIMENSION RM ROOM
DN DOWN RO ROUGH OPENING
DWG DRAWING
S SOUTH
E EAST SAN SANITARY
EA EACH SECT SECTION
EF EXHAUST FAN SF SQUARE FEET 1
EJ EXPANSION JOINT SIM SIMILAR 32'-0"
ELEC ELECTRICAL SND SANITARY NAPKIN DISPOSAL
15'-6" 16'-6"
ELEV ELEVATION SPEC SPECIFICATION
EQ EQUAL SQ SQUARE 8'-0" 7'-6" 8'-6" 8'-0"
ETR EXISTING TO REMAIN SS STAINLESS STEEL, SOLID SURFACE
EQUIP EQUIPMENT STC SOURCE TRANSMISSION COEFFICIENT
EX, EXIST EXISTING STD STANDARD 3
EXP JT EXPANSION JOINT STL STEEL
EXT EXTERIOR STOR STORAGE
STRUCT STRUCTURAL
FD FLOOR DRAIN, FIRE DAMPER SUSP SUSPENDED
FDN FOUNDATION SYN SYNTHETIC ROOM ROOM
FE FIRE EXTINGUISHER
101 102
FEC FIRE EXTINGUISHER CABINET T TON, TREAD, TOP
A
FF FINISH FLOOR T&G TONGUE AND GROOVE
FL, FLR FLOOR TEMP TEMPERATURE, TEMPERED
7'-0" 7'-0" FOM FACE OF MASONRY TERR TERRAZZO
FOS FACE OF STUD TG TEMPERED GLASS
FP FIREPROOF THRU THROUGH
FRP FIBERGLASS REINFORCED PLASTIC TO TOP OF 5 4
FT FOOT, FEET TOB TOP OF BEAM
1
FUR FURRED, FURRING TOC TOP OF CONCRETE
TOS TOP OF STEEL CLO.
GA GAUGE TRTD TREATED
GALV GALVANIZED TV TELEVISION
GC GENERAL CONTRACTOR TYP TYPICAL
GEN GENERAL
GL GLASS, GLAZING UL UNDERWRITERS LABORATORY GOVT GOVERNMENT UNF UNFINISHED
GWB GYPSUM WALLBOARD UNO, UON UNLESS NOTED OTHERWISE , UNLESS OTHERWISE NOTED
GYP GYPSUM
V VOLT
H, HT HIGH, HEIGHT VCT VINYL COMPOSITION TILE
HC HANDICAPPED, HOLLOW CORE VEN VENEER
HORIZ HORIZONTAL VERT VERTICAL
HM HOLLOW METAL
W WIDTH, WIDE, WEST
IN INCH WAIN WAINSCOT
INSUL INSULATION, INSULATED WB WOOD BASE
INHM INSULATED HOLLOW METAL WC WATER CLOSET
WD WOOD
JAN JANITOR WH WATER HEATER
JC JANITOR CLOSET WT WEIGHT
JT JOINT WWF WELDED WIRE FABRIC
WWM WELDED WIRE MESH
L LONG, LENGTH W/ WITH
LED LIGHT EMITTING DIODE W/O WITHOUT
LF LINEAR FOOT
LH LEFT HAND degrees DEGREE
&, + AND
MAINT MAINTENANCE @ AT
MAX MAXIMUM , +/- PLUS OR MINUS
MECH MECHANICAL > GREATER THAN
MED MEDIUM GREATER THAN OR EQUAL TO
MTL METAL < LESS THAN
MFG MANUFACTURER LESS THAN OR EQUAL TO
(CONTINUED NEXT COLUMN)
"0-'01
"0-'01
"0-'02
VIEW NUMBER
ON SHEET
X#.## # BUILDING ELEVATION MARKER
SHEET ON WHICH THE
SECTION OCCURS
# VIEW NUMBER
ON SHEET
X#.## # INTERIOR ELEVATION MARKER
SHEET ON WHICH THE
SECTION OCCURS
WOMEN VIEW NUMBER ON
SHEET
# BUILDING/WALL SECTION TAG
X#.##
SHEET ON WHICH THE
SECTION OCCURS
10"
VIEW NUMBER ON
SHEET # DETAIL CALLOUT TAG
X#.##
SHEET ON WHICH THE
DETAIL OCCURS
VIEW NUMBER ON # VIEW TITLE DRAWING TITLE INDICATOR
SHEET X#.## Scale: # = #
ROOM
ROOM NAME & NUMBER
###
# DOOR TAG
X WINDOW TAG
# WALL/PARTITION TAG
TOILET ACCESSORY/ PLUMBING
X
FIXTURE TAG
FRAMED CONSTRUCTION OVERALL BUILDING WALL MASONRY CONSTRUCTION
2 OPENINGS 32'-0" X FURNITURE TAG
15'-6" 16'-6"
DIM FROM STRUCT. 6'-0" 5'-4" 4'-2" 7'-8" 3'-4" 5'-6" X-X FINISH TAG
WALL COMPONENT M.O. M.O.
B B 6 # ARCHITECTURAL KEYNOTE
A
2 DIM FROM FACE OF # DEMOLITION KEYNOTE
STUD
#
ROOM ROOM GRID LINE INDICATOR
A X 7 103 104
BREAK LINE INDICATOR
B CLO. TOP OF SLAB
ELEVATION/LEVEL INDICATOR
0' -0"
ALL DIMENSIONS ARE TAKEN FROM FACE OF MASONRY OR FACE OF STUD TO
FACE OF STUD OR CENTERLINE OF COLUMN 0 5' 10' 15' 30'
1/8" = 1' -0"
DRAWING SCALE INDICATOR
NORTH ARROW
120'
EGRESS PATH OF TRAVEL AND DISTANCE
REVISION
NUMBER
1
REVISION CLOUD AND NUMBER
INDICATOR
LIMIT OF
REVISION AREA
"7
8"
"8
"8/5
"61/3
"4/3
"61/5
1
"2/1
"8/5
1
"2/1
2
"2/1
BRICK (ELEVATION) BRICK (PLAN) CONCRETE
STEEL, ALUM, OR EARTH CMU
OTHER METAL
7 1/4"
3/4" MIN. POROUS FILL SAND GROUT OR GYPSUM
CONT. ROUGH WOOD WOOD PLYWOOD
FRAMING BLOCKING (ROUGH)
FINISH WOOD FOR FINISH WOOD FOR FINISH WOOD FOR
ARCHITECTURAL ARCHITECTURAL ARCHITECTURAL
DIRECTIONAL SIGN
RIGID INSULATION BATT INSULATION
DEMOLITION IN EXISTING:
WALLS SHADED GREY WITH BOLD GREY
OUTLINE, NO WALL LAYERS; OBJECTS TO
BE DEMOLISHED SHOWN AS DASHED WITH
WHITE FILL
TOTAL DEMOLITION:
WHITE FILL; DASHED LINES INDICATING
EXTENT OF DEMOLITION
NEW OBJECTS IN EXISTING CONSTRUCTION:
WALLS SHADED GREY WITH BOLD GREY
OUTLINE, NO WALL LAYERS; NEW OBJECTS
BOLD BLACK OUTLINES WITH WHITE FILL
E
ALTH OF
W V
N I
ALL NEW CONSTRUCTION: O R
M G
WALLS WHITE FILL WITH BOLD BLACK M I
N
OUTLINE, THIN LINES & PATTERNS O I
SHOWING WALL LAYERS; NEW OBJECTS C KRISTIN C. CREASY A
BOLD BLACK OUTLINES WITH WHITE FILL Lic. No. 013977
ARCHITECT
Date:
Drawn: Checked:
Project:
MA
62:15:11
6202/4/9
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LEGENDS &
ABBREVIATIONS
BID SET
08/31/26
KCC KCC
222042
A-001
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ABBREVIATIONS SIGN DETAILS PATTERN LEGEND SYMBOL LEGEND
ANNOTATION STANDARDS
S L
A
IT
IN
I
E
T A
D
E
L
U
D E
H
C
S
N N
O O S I IT P
I
IR
V C
S
E E
R D
NEW/EXISTING LEGEND
#

TOP OF OPERABLE PART (IE: THE PULL
WHEN CLOSED AND USABLE
COMPARTMENTS WHEN OPEN)
TOP OF WORK SURFACE WHEN
OPEN
FINISHED FLOOR
FAUCET
SENSOR ACTIVATION/
TOP OF OPERABLE PART OF SOAP
SOAP FLOW DISPENSER
SENSOR ACTIVATION/ HANDLES &
WATER/ SOAP FLOW
:RESNEPSID
PAOS
EDIS
CENTER OF BAR
BOTTOM OF BAR
TOP OF GRIPPING TOP OF GRIPPING
SURFACE SURFACE
TRANSFER SIDE
OUTLET
FINISHED FLOOR FINISHED FLOOR
(A) (B)
SIDE WALL GRAB BARS AT WATER CLOSET REAR WALL GRAB BARS AT WATER CLOSET
(APPLIES TO BOTH FLOOR AND WALL MOUNTED (APPLIES TO BOTH FLOOR AND WALL MOUNTED
W.C.) W.C.)
TELTUO
TOP OF TOILET SEAT
OUTLET = LOCATION PAPER DISPENSES OUT
NOTE: ENHANCED REACH RANGES ARE REQUIRED AT ROOMS
WITH SIX (6) OR MORE LAVATORIES WITHIN THEM. REFER TO
PLANS FOR LOCATIONS.
PAOS
ACCESSIBLE MOUNTING HEIGHTS AND CLEARANCES
C
L
TOILET TISSUE
CL
DISPENSER
WHEELCHAIR ACCESSIBLE
ACCESSIBLE TOILET COMPARTMENT GRAB BARS TOILET TISSUE DISPENSERAND
AND TOILET SEAT HEIGHT SANITARY NAPKIN DISPOSALLOCATIONS
POSITION OF CLEAR FLOOR SPACE AT FORWARD APPROACH MOUNTING HEIGHT AND DEPTH OF
BABY CHANGING STATION BABY CHANGING STATION
POSITION OF FAUCET AND SOAP DISPENSERS AT ENHANCED REACH DEPTH & POSITION OF SOAP DISPENSER POSITION OF SOAP DISPENSER (SIDE & REAR MOUNT
REACH RANGE LAVATORY AT ACCESSIBLE LAVATORY OPTIONS) AT ALL ADULT LAVATORIES
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.
.NIM
"5.1
24" MIN.
42" MAX.
7" MIN. - 9" MAX.
.NIM
"6-'1
CL
EQ EQ
.NIM
"0-'4
.XAM
"52
-
.NIM
"71
/ECNARAELC
EOT
XAM
"52-
NIM
"11
ECNARAELC
EENK
"5
2 -"0
2
> H T
P
E
D
E R E
H
W
.X A M
"4
4
2'-6" MIN.
"02
=
RO
< HTPED
EREHW
.XAM
"84
25" MAX.
REACH RANGE
17" MIN.
TOE CLEARANCE
.NIM
"72
ECNARAELC
EENK
.XAM
"01-'2
CL
4'-6" MIN. FROM REAR WALL
1'-0" MAX. CL
3'-6" MIN.
3'-3" MIN.
41" MAX.
OT
.XAM
"91
-
.NIM
"5-'1
.NIM
"6-'1
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>10"-24" MAX.(WHERE TOP OF OPERABLE PART IS 46")
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SIDE SOAP DISPENSER
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SIDESOAP DISPENSER LOCATION:
SIDE WALL ABOVE BOTHAN ACCESSIBLE &
INACCESSIBLE SINK
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REARSOAP DISPENSER LOCATION:
FOR REACH TO A SIDEDISPENSER: REAR WALL ABOVE BOTHAN ACCESSIBLE &
INACCESSIBLE SINK
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SOAP DISPENSER LOCATION: <20" - 25" MAX.-
COORD. W/ MTG HGT
OPTION 1 -COUNTER MOUNT
OPTION 2 -SIDE WALL MOUNT
C L C L
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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.
SENSOR ACTIVATION/ HEIGHT OF SINK RIM OR
SOAP FLOW COUNTER SURFACE
FRONT EDGE OF
COUNTERTOP OR
WALL HUNG SINK
FINISHED FLOOR
RORRIM
2'-6" MIN.
TOE & KNEE CLEARANCES AT ACCESSIBLE ADULT LAVATORIES & SINKS/
POSITION OF CLEAR FLOOR SPACE AT HEIGHT OF ACCESSIBLE ADULT LAVATORIES & SINKS/
ACCESSIBLE FORWARD APPROACH HEIGHT OF ACCESSIBLE ADULT MIRRORS
.NIM
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EQ EQ
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BOTTOM OF PANEL SHOULD BE AS HIGH AS
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POSSIBLE AND STILL CONCEAL AND PROTECT
PIPES. WHERE A PANEL IS NOT USED,
PROVIDE CODE COMPLIANT PIPE WRAPS.
.XAM
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BOTTOM OF REFLECTIVE SURFACE
11" MIN. KNEE CLEAR.
6" MAX. TOE CLEAR.
WHERE KNEE CLEAR. IS 9"
&
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16" - 18"
WHEELCHAIR ACCESSIBLE
WATER CLOSETLOCATIONS
COAT HOOKS
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.
.XAM
"84
:ELBISSECCA
ADA
"06
:DRADNATS
5" MAX. CL1'-3" MIN.
SPOUT
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
FINISHED FLOOR
PAPER TOWEL DISPENSERS/
AUTOMATIC HAND DRYERS
)LAEDI
"24(
.XAM
"84-.NIM
"83
SNOSREP
GNIDNATS .XAM
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.SSECCA
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SPOUT OUTLET
NOTE: ADA COMPLIANT SKIRT
MUST BE PROVIDED ON WATER
COOLERS IF NOT LOCATED IN AN
ALCOVE.
2'-6" MIN.
POSITION OF CLEAR FLOOR SPACE AT ACCESSIBLE WATER POSITION OF
FOUNTAIN WATER FOUNTAIN SPOUTS
.NIM
"0-'4
CL
EQ EQ
"4
SEVOCLA
@
.XAM
FINISHED FLOOR
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DETCURTSOBNU
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TRAP
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FORWARD APPROACH
REQUIRED AT ACCESSIBLE
FOUNTAINS. SIDE
APPROACH NOT ALLOWED.
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Lic. No. 013977
ARCHITECT
Date:
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Project:
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ACCESSIBILITY DETAILS
BID SET
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Lic. No. 013977
ARCHITECT
Date:
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GENERAL
SPECIFICATIONS
BID SET
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GENERAL REQUIREMENTS 01 60 00 -PRODUCT REQUIREMENTS PART THREE -EXECUTION
SECTION 01 25 00 -SUBSTITUTION PROCEDURES A. Basic Product Requirements: 3.01 EXAMINATION
1. Salvage: Do not use materials or equipment removed from existing premises, unless specifically allowed or required. A. Verify that substrate, adjacent materials, and insulation materials are dry and that substrates are ready to receive insulation and adhesive.
2. Multiple Instances of same Item: Use the same brand name product for each instance of the same item. B. Verify substrate surfaces are flat, free of honeycomb, fins, irregularities, or materials or substances that may impede adhesive bond.
Indicated "Basis of Design"manufacturer's standard specifications apply to the extent that fair competing equivalent products can present similar B. Product Options: Submit equals for approval by A/E.
substituting specifications for review. Substitution submittal applications must clearly indicate any significant deviationsfrom the Basis of Design C. Product Submittals Required: 3.02 BATT INSTALLATION
specifications and differences in dimension, quality, configuration, or performance. Other information may be requested to determine if a substitution 1. Substantiations: Submittals must be provided to the Architect, Engineer, and Owner in electronic pdf format (e-mail, fileshare, etc.). A. Install insulation in accordance with manufacturer's instructions.
is "equal." Provide dated transmittal letter with Contractor contact information and vendor information. Submittals must be legible and signed by the B. Install in exterior wall and roof spaces without gaps or voids. Do not compress insulation.
General Contractor's project manager certifying the information has been reviewed by them and is ready for review by Owner and C. Trim insulation neatly to fit spaces. Insulate miscellaneous gaps and voids.
Architect/Engineer. D. Fit insulation tightly in cavities and tightly to exterior side of mechanical and electrical services within the plane of theinsulation.
Basis of Design equipment, manufacturer, model and capacity are listed in schedules on drawings. any other manufacturer or model is considered a
2. Design Data: For each assembly specified to be designed or engineered by manufacturer or fabricator, submit calculations or test reports
substitution. Substitutions are subject to the approval of the Owner/Architect/Engineer.
showing compliance with design criteria; or, for engineering design, submit certification by licensed professional engineer; or as specified; 3.03 PROTECTION
submit for review. A. Do not permit installed insulation to be damaged prior to its concealment.
Basis of Design equipment manufacturer's specifications are considered part of this contract to the extent that the design intended level of quality is
3. Shop Drawings: As required.
invoked when the Contractor considers substitutions.
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. SECTION 07 62 00 -SHEET METAL FLASHING AND TRIM
A. Substitutions: Changes from Contract Documents requirements proposed by Contractor to materials, products, assemblies, and equipment.
6. Warranties: Submit specimen warranty for review; submit actual warranty at project closeout.
1. Substitutions for Cause: Proposed due to changed Project circumstances beyond Contractor's control.
7. Operation and Maintenance Data: See 01 78 00. PART ONE -GENERAL
a. Unavailability.
D. Product Delivery Requirements: Transport and handle in accordance with manufacturer's instructions; inspect promptly upondelivery; handle by
b. Regulatory changes.
methods that prevent soiling and damage. 1.01 SUBMITTALS
2. Substitutions for Convenience: Proposed due to possibility of offering substantial advantage to the Project.
E. Product Storage and Handling Requirements: Store and protect in accordance with manufacturer's instructions, with packaging, seals, and A. See Section 01 30 00 -Administrative Requirements, for submittal procedures.
a. Substitution requests offering advantages solely to the Contractor will not be considered.
labels intact; store in manner required to prevent damage. 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.
B. A Substitution Request for products, assemblies, materials, and equipment constitutes a representation that the submitter:
01 70 00 -EXECUTION REQUIREMENTS
1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product, equipment, assembly, or
1.02 QUALITY ASSURANCE
system.
A. Examination: A. Perform work in accordance with SMACNA Architectural Sheet Metal Manual requirements and standard details, except as otherwise indicated.
2. Agrees to provide the same warranty for the substitution as for the specified product.
1. Before starting work, verify that substrates are ready for and capable of supporting subsequent work.
3. Agrees to provide same or equivalent maintenance service and source of replacement parts, as applicable.
2. Verify that utility characteristics of equipment are compatible with utilities installed. 2.01 SHEET MATERIALS
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
3. Verify that field dimensions that would affect installation are as required. 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
Owner.
B. Preparation: modified silicone coating.
5. Waives claims for additional costs or time extension that may subsequently become apparent.
1. Conduct preinstallation meetings to familiarize installers and others affected with procedures for installation and protection after 1. Modified Silicone Polyester Coating: Pigmented Organic Coating System, AAMA 2603; baked enamel finish system; color to match
6. Agrees to reimburse Owner and Architect for review or redesign services associated with re-approval by authorities.
installation. adjoining material as approved by A/E.
2. Lay out work precisely, for accurate location, lines, and levels.
C. A Substitution Request for specified installer constitutes a representation that the submitter:
3. Before starting work, prepare substrates and surfaces by cleaning and patching, as required, and as recommended by manufacturer of 2.02 FABRICATION 1. Has acted in good faith to obtain services of specified installer, but was unable to come to commercial, or other terms.
product to be installed. A. Form sections true to shape, accurate in size, square, and free from distortion or defects.
4. Remove debris from areas of installation. B. Fabricate cleats of same type sheet metal, minimum 6 inches wide, interlocking with sheet.
D. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. Burden of proof is on proposer.
5. Before starting finishing work, broom and vacuum clean interior spaces and continue cleaning as required to eliminate dust. C. Form pieces in longest possible lengths.
1. Note explicitly any non-compliant characteristics.
C. Execution: D. Hem exposed edges on underside 1/2 inch; miter and seam corners.
1. Install products in manner specified and as required or recommended by manufacturer; if manufacturer's instructions conflict with contract E. Form material with flat lock seams, except where otherwise indicated. At moving joints, use sealed lapped, bayonet-type or interlocking hooked
E. Content: Include information necessary for tracking the status of each Substitution Request, and information necessary to provide an actionable response.
documents, request clarification before proceeding. seams.
1. No specific form is required. Contractor's Substitution Request documentation must include the following:
2. Comply with specified standards as minimum quality, except where more stringent tolerances or other specified requirements indicate F. Fabricate corners from one piece with minimum 18 inch long legs; seam for rigidity, seal with sealant.
a. Project Information
higher standards or more precise workmanship. G. Fabricate vertical faces with bottom edge formed outward 1/4 inch (6 mm) and hemmed to form drip.
b. Substitution Request Information:
3. Have work performed by persons qualified to produce specified quality.
* Discrete and consecutive Substitution Request number, and descriptive subject/title.
4. Install products level, straight, plumb, and in correct location, within tolerances specified, if any. PART THREE -EXECUTION * Indication of whether the substitution is for cause or convenience.
5. Install fixtures and fittings plumb and level and nicely aligned with each other and with finish materials.
* Issue date.
6. Where one product covers another, install so covered product is completely concealed. 3.01 INSTALLATION
* Reference to particular Contract Document(s) specification section number, title, and article/paragraph(s).
7. Where a product covers an opening, install so opening is completely covered. A. Secure flashings ure flashings in place using concealed fasteners. Use exposed fasteners only where permitted.
* Description of Substitution. 8. Install sequential work in proper order; fit subsequent work to previous work neatly. B. Apply plastic cement compound between metal flashings and felt flashings.
* Reason why the specified item cannot be provided.
9. Where subsequent work alters previous work, replace and refinish previous work to correct condition. C. Fit flashings tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles.
* Differences between proposed substitution and specified item.
10. Do not permanently enclose waste materials, debris, or rubbish in finished work. D. Seal metal joints watertight.
* Description of how proposed substitution affects other parts of work.
11. In finished areas, conceal pipes, ducts, and wiring within the construction, unless otherwise indicated.
c. Attached Comparative Data: Provide point-by-point, side-by-side comparison addressing essential attributes specified, as appropriate and
12. Secure products in place with positive anchorage devices designed and sized to withstand reasonably anticipatable loads, stresses, SECTION 07 90 05 -JOINT SEALERS
relevant for the item:
vibration, and distortion.
* Physical characteristics.
D. Penetrating Items: Cut holes in previous work as required to fit, unless otherwise indicated. PART ONE -GENERAL
* In-service performance.
1. Conceal holes in finished work; use escutcheons unless otherwise indicated.
* Expected durability.
2. Sound-Rated Assemblies: Pack openings around penetrations with noncombustible material. 1.01 SUBMITTALS
* Visual effect.
3. Other Assemblies: Make airtight seal around openings. A. See Section 01 30 00 -Administrative Requirements, for submittal procedures.
* Sustainable design features.
4. If openings have been made too large, patch with matching materials to original condition before sealing or covering. B. Product Data: Provide data indicating sealant chemical characteristics.
* Warranties.
E. Cleaning: C. Samples: Submit two samples, illustrating sealant colors for selection. * Other salient features and requirements.
1. Remove temporary labels, stains, and spots.
* Include, as appropriate or requested, the following types of documentation:
2. During construction, keep all project areas and site free of waste materials, debris, and rubbish. 1.02 FIELD CONDITIONS
* a. Product Data.
3. Place waste materials, debris, and rubbish in containers provided every day. A. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation.
* b. Samples.
4. Final Cleaning:
* c. Certificates, test, reports or similar qualification data
a. Clean interior and exterior surfaces exposed to view and equipment. 1.03 WARRANTY
* d. Drawings, when required to show impact on adjacent construction elements.
b. Polish transparent and glossy surfaces. A. See Section 01 78 00 -Closeout Submittals, for additional warranty requirements.
d. Impact of Substitution:
c. Vacuum clean carpet and other soft surfaces; broom clean other floors. B. Correct defective work within a two-year period after Date of Substantial Completion.
* Savings to Owner for accepting substitution.
d. Clean equipment, clean filters, and clean strainers. C. Warranty: Include coverage for installed sealants and accessories which fail to achieve airtight seal, exhibit loss of adhesion or cohesion, or do
* Change to Contract Time due to accepting substitution.
e. Clean light bulbs and lamps. not cure.
f. Broom clean exterior paved areas; rake clean landscaped areas.
F. Limit each request to a single proposed substitution item.
F. Starting Equipment and Systems: PART TWO -PRODUCTS
1. Submit an electronic document, combining the request form with supporting data into single document.
1. Before starting, verify that: S
L
G. Substitution Procedures During Construction: a. Equipment or system has been properly installed, lubricated, and adjusted, eliminating conditions that might cause damage. 2.01 SEALANTS A IT
b. Proper utility connections have been made correctly. A. Type 1 -General Purpose Exterior Sealant: Polyurethane; ASTM C 920, Grade NS, Class 25, Uses M, G, and A; single component. IN
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 I
c. Electrical characteristics, meter readings, and test results agree with those required by the equipment or system manufacturer. 1) Color: Standard colors matching finished surfaces.
review and approval by Architect, in order to stay on approved project schedule.
2. Execute start-up in accordance with manufacturer's instructions, under supervision of appropriate contractor personnel. B. Type 2 -Exterior Expansion Joint Sealer: Precompressed foam sealer; urethane with water-repellent.
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 E
a. Where specified or appropriate, require presence and supervision of manufacturer's representative. 1) Size as required to provide weathertight seal when installed. T to time required for review and approval by Architect, in order to stay on approved project schedule. A
b. Operate for sufficient time to show proper functioning; test and adjust for proper operation. 2) Applications: Use for exterior wall expansion joints. D
a. In addition to meeting general documentation requirements, document how the requested substitution benefits the Owner throughcost E G. Protecting Installed Construction: Once work is installed, protect from damage due to subsequent construction operations whether or not C. Type 3 -Exterior Metal Lap Joint Sealant: Butyl or polyisobutylene, nondrying, nonskinning, noncuring.
savings, time savings, greater energy conservation, or in other specific ways. L
relevant to installed work. D. Type 4 -General Purpose Interior Sealant: Acrylic emulsion latex; ASTM C 834, Type OP, Grade NF single component, paintable. U
b. Document means of coordinating of substitution item with other portions of the work, including work by affected subcontractors.
1. If necessary for complete protection, provide temporary coverings, warning signs, or barriers. 1) Color: Standard colors matching finished surfaces. D
c. Bear the costs engendered by proposed substitution of: 2. Positively protect sensitive finishes with durable materials capable of preventing damage, securely fastened. E. Type 5 -Tile Sealant: White silicone; ASTM C 920, Uses I, M and A; single component, mildew resistant. E
* Owner's compensation to the Architect for any required redesign, time spent processing and evaluating the request. H
3. Where possible avoid the need for traffic over sensitive materials like waterproofing, roofing, plantings, finished floorings, by proper 1) Applications: Use for:
* Other construction by Owner. C
sequencing of work; if traffic is unavoidable follow manufacturer's recommendations for protection, at a minimum. a. Joints between plumbing fixtures and floor and wall surfaces. S
* Other unanticipated project considerations.
3. Substitutions will not be considered under one or more of the following circumstances: 4. Prohibit storage of materials on finished work. b. Joints between countertops and wall surfaces. N N
5. Remove protective materials prior to final cleaning. O O
a b . . W W h ith e o n u t t h a e y s e a p re a r in a d te ic w at r e it d te o n r r i e m q p u l e ie s d t. on shop drawing or product data submittals, without having received prior approval.
01 78 00 -CLOSEOUT SUBMITTALS
2.02 ACC
A.
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Non-staining type, recommended by sealant manufacturer to suit application.
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H. Resolution B. Joint Backing: Round foam rod compatible with sealant; ASTM D 1667, closed cell PVC; oversized 30 to 50 percent larger than joint width. E S E
A. Operation and Maintenance Data: C. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. R D
1. Architect and/or Owner may request additional information and documentation prior to rendering a decision.
1. Provide five copies of all required information.
2. Provide this data in an expeditious manner.
2. Products, Including Equipment: PART THREE -EXECUTION
3. Architect will notify Contractor in writing of decision to accept or reject request.
a. Manufacturer's catalog sheets, marked to clearly identify products actually used and data applicable to actual installation.
a. Architect's decision following review of proposed substitution will be noted on the submitted form.
b. Complete operation, adjustment, shut-down, troubleshooting, cleaning, preventative maintenance, inspection, and repair instructions 3.01 EXAMINATION
and precautions, prepared especially for project if necessary, incorporating manufacturer's recommendations and diagrams. A. Verify that substrate surfaces are ready to receive work.
I. Acceptance
c. Original manufacturer's replaceable parts list, with current prices, and recommended quantities to be kept in storage. B. Verify that joint backing and release tapes are compatible with sealant.
1. Accepted substitutions change the work of the Project. They will be documented and incorporated into work of the project by Change Order, #
d. Name and source of recommended tools, lubricants, and supplies.
Construction Change Directive, Architectural Supplementary Instructions, or similar instruments provided for in the Conditions of the Contract.
3. Operating Equipment, Assemblies, and Systems: Prepare project-specific data, including: 3.02 PREPARATION
a. Functional description, normal operating characteristics, limiting conditions. A. Remove loose materials and foreign matter that could impair adhesion of sealant.
b. System design parameters, flow diagrams, one-line diagrams, and other data prepared during design that shows how systems are B. Clean and prime joints in accordance with manufacturer's instructions.
01 30 00 -ADMINISTRATIVE REQUIREMENTS
intended to operate. C. Perform preparation in accordance with manufacturer's instructions and ASTM C 1193.
c. Sequence of operation, including but not limited to controls. D. Protect elements surrounding the work of this section from damage or disfigurement.
A. Submittal Procedures: See 01 40 00, 01 60 00, 01 78 00, and product specifications for submittals required.
d. Commissioning data showing as-adjusted characteristics.
1. Submittals for Review
e. As-installed wiring and control diagrams. 3.03 INSTALLATION
a. Shop Drawings, product data: (1) electronic copy.
f. Valve charts, with location and function of each valve, indexed to functional diagrams. A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions.
b. Samples: (2) of each, unless more are specified, one of which will be retained for project record, for review only for aesthetic
g. Coordination drawings prepared during construction. B. Perform installation in accordance with ASTM C 1193.
characteristics or color or finish selection.
4. Warranties: Minimum of two year warranty. Execute, notarize, and mark with applicable specification number. Provide (5) copies. C. Install bond breaker where joint backing is not used.
c. Submittals for Information: Certificates and certifications, test reports: (1) electronic copy.
D. Install sealant free of air pockets, foreign embedded matter, ridges, and sags.
2. Preparing Submittals:
E. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these
a. Submit related information together or in appropriate sequence; submit all information required for an individual review together.
SECTION 07 21 00 -THERMAL INSULATION temperature ranges.
b. If verification of field conditions is required, do not submit until verified.
F. Tool joints concave.
c. Do not make requests for deviations from contract documents via shop drawings, product data, or samples; deviations will not be valid
PART ONE -GENERAL 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
unless specifically approved under specified modification procedures.
adjoining surface.
d. Coordinate with other submittals and with construction schedule.
1.01 SUBMITTALS
e. For submittals for review, allow minimum of 7 calendar days for review, excluding transit time.
A. Product Data: Provide data on product characteristics, performance criteria, and product limitations. 3.04 CLEANING
f. Use a standard transmittal form; identify project, entities involved, and relevant contract document drawing, detail, or specification.
B. Manufacturer's Installation Instructions: Include information on special environmental conditions required for installation and installation A. Clean adjacent soiled surfaces.
g. Number each initial submittal with sequential number; number resubmissions with original number plus sequential alphabetic suffix.
techniques.
h. Manufacturers' Standard Printed Data: Cross out inapplicable data or otherwise annotate to show applicable products, options,
C. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. 3.05 PROTECTION
models, etc.
A. Protect sealants until cured.
i. Clearly mark changes from previous submissions.
1.02 FIELD CONDITIONS
j. Provide space for review/approval stamps.
A. Do not install insulation adhesives when temperature or weather conditions are detrimental to successful installation. 3.06 SCHEDULE
A. Exterior Joints for Which No Other Sealant Type is Indicated: Type 1; colors as selected.
01 40 00 -QUALITY REQUIREMENTS
PART TWO -PRODUCTS 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.
A. Reference Standards: Where products or workmanship is specified by reference to a document not included in the contract documents, comply 2.01 APPLICATIONS D. Lap Joints in Exterior Sheet Metal Work: Type 3. with the requirements of the document, except where more stringent requirements are specified. A. Insulation in Wood Framed Walls: Batt insuation with no vapor retarder. E. Joints Between Exterior Metal Frames and Adjacent Work (except masonry): Type 1.
B. Quality Control: B. Insulation above Gypsum Wallboard Ceilings: Batt insulation with no vapor retarder. F. Under Exterior Door Thresholds: Type 1.
1. Certificates: Where specified or required by code, certify in writing that work complies with code and with contract documents. G. Interior Joints for Which No Other Sealant is Indicated: Type 4; colors as shown on the drawings.
2. Field Testing and Inspection: Perform all testing, observation, and inspection required by code and as specified. 2.02 BATT INSULATION MATERIALS H. Joints Between Plumbing Fixtures and Walls and Floors, and Between Countertops and Walls: Type 5. a. Exception: Tests and inspections indicated to be performed by Colonial Williamsburg Foundation's agent or other independent agency.
A. Where batt insulation is indicated, either glass fiber or mineral fiber batt insulation may be used, at contractor's option.
b. Reports: Make written report of each test/inspection; include complete details of conditions, methods, and results.
B. Glass Fiber Batt Insulation: Flexible preformed batt or blanket, complying with ASTM C 665; friction fit.
c. Submittals Required:
1) Flame Spread Index: 25 or less, when tested in accordance with ASTM E 84.
1).Design Data: For each assembly specified to be designed or engineered by manufacturer or fabricator, submit calculations or
2) Smoke Developed Index: 450 or less, when tested in accordance with ASTM E 84.
test reports showing compliance with design criteria; or, for engineering design, submit certification by licensed professional
3) Combustibility: Non-combustible, when tested in accordance with ASTM E 136, except for facing, if any.
engineer; or as specified; submit for review.
4) Facing: Unfaced.
2).Reports: On each factory and field test, inspection, or other procedure specified; submit for information.
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.