African American Heritage Trail, Comfort Station

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) P. INSTALLATION OF ALL PRODUCTS SHALL BE AS REQUIRED BY THE MANUFACTURER'S LATEST
EXIT SIGNS: NOT REQUIRED (VEC SECTION 1013.1, EXCEPTION 1) WRITTEN INSTRUCTIONS AT THE TIME OF PERMITTING. 101
FIRE DETECTION SYSTEM: NO
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 PROJECT MANUAL.
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 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
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African American Heritage Trail Comfort Station
227 Virginia Ave, Williamsburg, Virginia 23185
07/01/26
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BUILDING CODE SUMMARY GENERAL CONSTRUCTION NOTES INDEX OF DRAWINGS PROJECT TEAM
S
L
A
IT
IN
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E T A
D
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L
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D
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C
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N N O O
S I IT P
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E E
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#
LIFE SAFETY PLAN
1/2" = 1'-0"
N
0 6" 1' 2' 3' 4' 5'
1/2" = 1' -0"

D05
D08
D02
DEMOLITION IN EXISTING:
WALLS SHADED GREY WITH BOLD GREY APPROXIMATE D01
OUTLINE, NO WALL LAYERS; OBJECTS TO LOCATION OF PUMP
BE DEMOLISHED SHOWN AS DASHED WITH PAD TO BE REMOVED, D03
WHITE FILL TYPICAL D06
D07
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
D08
3'-4" MIN. MASONRY
ALL NEW CONSTRUCTION:
WALLS WHITE FILL WITH BOLD BLACK OPENING REQUIRED
OUTLINE, THIN LINES & PATTERNS
SHOWING WALL LAYERS; NEW OBJECTS
BOLD BLACK OUTLINES WITH WHITE FILL
D04
2" +/-
EXISTING BRICK
VENEER TO REMAIN
GENERAL DEMOLITION NOTES:
A. THESE DEMOLITION PLANS ARE GUIDELINES FOR THE REMOVAL, MODIFICATIONS, ETC. OF EXISTING
CONSTRUCTION ELEMENTS IN PREPARATION FOR NEW WORK. THEY SERVE ONLY AS A
PRESCRIPTIVE REFERENCE AND SUPPLEMENT TO THE ADDITIONAL DRAWINGS PROVIDED HEREIN
AND DO NOT INCLUDE ALL MEASURES NECESSARY IN PREPARATION FOR NEW WORK.
B. PROVIDE ALL TEMPORARY SHORING, BRACING, AND STABILIZING AS REQUIRED FOR A
STRUCTURALLY SOUND AND SAFE WORKPLACE AT ALL TIMES.
C. WHERE CEILINGS AND WALLS ARE TO REMAIN, EXISTING PAINT SHOULD BE SCRAPED AND
REMOVED, AND THE SURFACE CLEANED AND PREPARED FOR NEW FINISH/PAINT AS REQUIRED.
COORDINATE WITH FINISH SCHEDULE.
D. UNLESS OTHERWISE NOTED, ALL REMOVED MATERIAL SHALL BE TURNED OVER THE CONTRACTOR
FOR PROPER DISPOSAL.
E. ROLL AND TAG ALL ELECTRICAL SERVICES TO THE NEAREST JUNCTION BOX AT REMOVED WALLS OR
OUTLETS.
F. PROVIDE TEMPORARY CAPS AT ALL PLUMBING PIPING AFFECTED BY DEMOLITION.
G. REPAIR/REPLACE ANY DAMAGED FINISHES OCCURRING AS A RESULT OF DEMOLITION WORK AND
NEW CONSTRUCTION.
H. ANY EXISTING PLUMBING, MECHANICAL, ELECTRICAL, FURNISHINGS OR EQUIPMENT ITEMS THAT
HAVE NOT BEEN INDICATED TO BE REMOVED SHOULD REMAIN AND/OR BE VERIFIED BY ARCHITECT
AS TO WHETHER TO REMAIN OR BE REMOVED.
-/+
"4
EXISTING 1/2" DIAMETER STEEL
REINFORCING BARS @ 18" O.C. TO
REMAIN, TYPICAL
EXISTING REINFORCED CONCRETE
SLAB TO REMAIN, TYPICAL
EXISTING 5/8" DIAMETER STEEL
REINFORCING BARS @ 6 1/2" O.C. TO
REMAIN, TYPICAL
.NIM
"3
.RLC
EXISTING 5/8" DIAMETER STEEL
REINFORCING BARS @ 12" O.C. BOTH
WAYS TO REMAIN, TYPICAL
.NIM
"3
.RLC
-/+
"4
NEW 1" SAWCUT AT
PERIMETER OF
EXISTING OPENING
"1
EXISTING DOUBLE
WYTHE BRICK VENEER
WALL TO REMAIN
USE SMALL CHIPPING
NEW 1" SAWCUT AT
HAMMER TO CUT BACK
PERIMETER OF
EXISTING SLAB AS SHOWN
EXISTING OPENING
GREY = EXISTING
CONSTRUCTION
NEW INFILL CONCRETE
USE SMALL CHIPPING
2" +/- SLAB WITH 4 x 4 W2.9 x HAMMER TO CUT BACK
W2.9 WELDED WIRE EXISTING SLAB AS SHOWN
FABRIC
4" EMBEDMENT 4" EMBEDMENT
DEPTH DEPTH
EDGE OF EXISTING SLAB EDGE OF EXISTING SLAB
EMBED (3) 12" LONG #5 REBAR EMBED (3) 12" LONG #5 REBAR
DOWELS 4" INTO EXISTING DOWELS 4" INTO EXISTING
CONCRETE SLAB; GROUT WITH CONCRETE SLAB; GROUT WITH
NONSHRINKING EPOXY NONSHRINKING EPOXY
COMPOUND; POUR NEW SLAB COMPOUND; POUR NEW SLAB
AROUND REMAINING LENGTH AROUND REMAINING LENGTH
OF DOWELS OF DOWELS
AFTER REMOVING AND
DISCARDING EXISTING PUMP EXISTING REINFORCED CONCRETE
EQUIPMENT, PIPES, AND PUMP WALL TO REMAIN
ACCESSORIES, INFILL REMAINING
PIT WITH COMPACTED VDOT 57
STONE GRANULAR BASE
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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DEMOLITION PLAN AND
INFILL DETAIL
BID SET
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NEW/EXISTING LEGEND
FLOOR PLAN - DEMOLITION
1/2" = 1'-0"
DEMOLITION KEYNOTES:
D01 REMOVE AND DISCARD ALL EXISTING PUMP EQUIPMENT, PIPES, PUMP ACCESSORIES, AND
WALL-MOUNTED EQUIPMENT THROUGHOUT, INCLUDING (2) CONCRETE PADS AT PUMPS
(APPROXIMATELY 24" W. x 33" L. x 9" H). PATCH AND REPAIR ANY DAMAGED PORTIONS OF CONCRETE
SLAB AND PREPARE SUMP PIT BELOW SLAB FOR INFILL; SEE DETAIL 1/AD-101 FOR SLAB AND PIT INFILL
DETAIL. NOTE THAT NEW FLOOR DRAIN WILL BE LOCATED IN EXISTING SLAB; COORDINATE WITH
PLUMBING DRAWINGS. PREPARE REMAINING SLAB AS NEEDED FOR INSTALLATION OF EPOXY FLOOR;
SEE SPECIFICATIONS FOR REQUIREMENTS.
S
D01 REMOVE AND DISCARD ALL EXISTING PUMP EQUIPMENT, PIPES, PUMP ACCESSORIES, AND L
A
WALL-MOUNTED EQUIPMENT THROUGHOUT, INCLUDING (2) CONCRETE PADS AT PUMPS IT
(APPROXIMATELY 24" W. x 33" L. x 9" H). PATCH AND REPAIR ANY DAMAGED PORTIONS OF CONCRETE
IN
I
SLAB AND PREPARE SUMP PIT BELOW SLAB FOR INFILL; SEE DETAILS, SHEET A-101. NOTE THAT NEW
FLOOR DRAIN WILL BE LOCATED IN EXISTING SLAB; COORDINATE WITH PLUMBING DRAWINGS.
E
PREPARE REMAINING SLAB AS NEEDED FOR INSTALLATION OF EPOXY FLOOR; SEE SPECIFICATIONS. T A
D
D02 REMOVE AND DISCARD ACCESS COVER AND INFILL SLAB AND PREPARE PIT FOR INFILL; SEE DETAIL E
1/AD-101. L
U
D03 REMOVE AND DISCARD EXISTING LATH AND PLASTER CEILING; EXISTING 2 x 6 FRAMING TO REMAIN. D
FOR THE PURPOSES OF BIDDING, ASSUME THAT 50% OF EXISTING 2 x 6 CEILING JOISTS WILL NEED TO E
BE REPLACED AND/OR SISTERED WITH NEW JOISTS. H
C
D04 REMOVE AND DISCARD EXISTING DOOR, FRAME, AND TRIM. IF NECESSARY, CAREFULLY REMOVE AND
S
SALVAGE ADDITIONAL COURSE OF BRICK VENEER IN SAWTOOTH PATTERN AS REQUIRED TO INSTALL
N N
NEW DOOR (MINIMUM NEW MASONRY OPENING SHALL BE 3'-4" WIDE x 6'-10-1/4" HIGH; COORDINATE O O
WITH DOOR DETAILS, SHEET A-601. NO SAWCUTTING OF EXTERIOR (VISIBLE) BRICK MASONRY WYTHE S I IT P
IS PERMITTED.
I
IR
V C
D05 REMOVE AND DISCARD EXISTING PLYWOOD COVER OVER EXISTING WINDOW, EXISTING WINDOW, AND E S E
TRIM TO CREATE CLEAN MASONRY OPENING; EXISTING BRICK VENEER (INCLUDING HEADER AND SILL) R D
TO REMAIN. PREPARE REMAINING OPENING FOR INFILL AND BLOCKING; COORDINATE WITH NEW
WORK.
D06 CAREFULLY REMOVE AND SALVAGE EXISTING SLATE ROOFING SHINGLES. EXAMINE REMAINING ROOF
SHEATHING FOR DAMAGE AND REPLACE EXISTING SHEATHING AS NEEDED. FOR THE PURPOSES OF
BIDDING, ASSUME 50% OF SHEATHING WILL REQUIRE REPLACEMENT WITH 3/4" APA-RATED PLYWOOD
ROOF SHEATHING AND THAT 30% OF EXISTING 2 x 6 ROOF RAFTERS WILL NEED TO BE REPLACED
#
AND/OR SISTERED WITH NEW RAFTERS.
D07 SAND AND REPAIR ALL EXTERIOR PAINTED WOODEN TRIM AND PREPARE FOR NEW PAINT. FOR THE
PURPOSES OF BIDDING, ASSUME 10% OF EXISTING WOODEN TRIM AND DENTILS WILL NEED TO BE
REPLACED.
D08 EXISTING DOUBLE-WYTHE BRICK MASONRY WALLS AND FOUNDATION TO REMAIN, TYPICAL.
DETAIL AT SLAB AND PIT INFILL
1 0 3" 6" 1'
AD-101 3" = 1'-0" 3" = 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:
MP
74:51:1
6202/11/7
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LEGENDS &
ABBREVIATIONS
BID SET
07/01/26
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
TAES
TELIOT
FO
POT
POT
OT
.XAM
"0-'3
-.NIM
"33
ECAFRUS
GNIPPIRG
FO
OT
.XAM
"14-.NIM
"3-'3
RAB
LACITREV
FO
MOTTOB
CL
3'-0" MIN.
CL
CL
2'-0" MIN. 1'-0" MIN.
.NIM
"0-'4
2'-6" MIN.
10" MAX. (WHERE TOP OF OPERABLE PART. IS 48")
>10"-24" MAX.(WHERE TOP OF OPERABLE PART IS 46")
/W
.DROOC
-.XAM
"52-
02<
THGIEH
GNITNUOM
REAR SOAP DISPENSER
SIDE SOAP DISPENSER
C L
LAEDI
"6
SIDESOAP DISPENSER LOCATION:
SIDE WALL ABOVE BOTHAN ACCESSIBLE &
INACCESSIBLE SINK
"0 2 > H
T P E D
S S
E C C
A
E R E
H W
.X A
M
"4
4
REARSOAP DISPENSER LOCATION:
FOR REACH TO A SIDEDISPENSER: REAR WALL ABOVE BOTHAN ACCESSIBLE &
INACCESSIBLE SINK
"02 HTPED
SSECCA
EREHW
.XAM
"84
).X
A
M "4
4 (
LAEDI
"04
C L
6" IDEAL
LAEDI
"01
.XAM
"11
SOAP DISPENSER LOCATION: <20" - 25" MAX.-
COORD. W/ MTG HGT
OPTION 1 -COUNTER MOUNT
OPTION 2 -SIDE WALL MOUNT
C L C L
"03-"72
THGIEH
LAEDI
SANITARY NAPKIN DISPOSAL
C L
.XAM
"0-'3
-.NIM
"33
:RESNEPSID
PAOS
RAER
SOAP DISPENSER LOCATION:
"6
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
"0-'4
EQ EQ
.NIM
"5-'1
.RAELC
EOT
BOTTOM OF PANEL SHOULD BE AS HIGH AS
8" MIN. KNEE CLEARANCE
POSSIBLE AND STILL CONCEAL AND PROTECT
PIPES. WHERE A PANEL IS NOT USED,
PROVIDE CODE COMPLIANT PIPE WRAPS.
.XAM
"4-'3
BOTTOM OF REFLECTIVE SURFACE
11" MIN. KNEE CLEAR.
6" MAX. TOE CLEAR.
WHERE KNEE CLEAR. IS 9"
&
EOT
.NIM
"9
.NIM
"3-'2
.RAELC
EENK
.RAELC
EENK
.XAM
"01-'2
C L
.R
A
E L C E E
N K
XAM
"52 - NIM
"71
C
L
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
"63
.SSECCA
RIAHCLEEHW
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
:HCAER
DETCURTSOBNU
FO POT
OT
.XAM
"84
TRAP
ELBAREPO
TSEHGIH
FORWARD APPROACH
REQUIRED AT ACCESSIBLE
FOUNTAINS. SIDE
APPROACH NOT ALLOWED.
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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ACCESSIBILITY DETAILS
BID SET
M
P
9
4
:
5
1
:
1
6
2 07/01/26
0
2 KCC KCC /
1
1
222042 /
7
A-002
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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
#

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:
:no
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GENERAL
SPECIFICATIONS
BID SET
M
P
0
5
:
5
1
: 1
6
2 07/01/26 0
2 KCC KCC /
1
1
222042 /
7
A-003
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GENERAL REQUIREMENTS SECTION 07 21 00 -THERMAL INSULATION 3.04 CLEANING
A. Clean adjacent soiled surfaces.
01 30 00 -ADMINISTRATIVE REQUIREMENTS PART ONE -GENERAL
3.05 PROTECTION
A. Submittal Procedures: See 01 40 00, 01 60 00, 01 78 00, and product specifications for submittals required. 1.01 SUBMITTALS A. Protect sealants until cured.
1. Submittals for Review A. Product Data: Provide data on product characteristics, performance criteria, and product limitations.
a. Shop Drawings, product data: (1) electronic copy. B. Manufacturer's Installation Instructions: Include information on special environmental conditions required for installation and installation 3.06 SCHEDULE
b. Samples: (2) of each, unless more are specified, one of which will be retained for project record, for review only for aesthetic techniques. A. Exterior Joints for Which No Other Sealant Type is Indicated: Type 1; colors as selected.
characteristics or color or finish selection. C. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. B. Exterior Wall Expansion Joints: Type 1 and 2.
c. Submittals for Information: Certificates and certifications, test reports: (1) electronic copy. C. Control, Expansion, and Soft Joints in Masonry, and Between Masonry and Adjacent Work: Type 1.
2. Preparing Submittals: 1.02 FIELD CONDITIONS D. Lap Joints in Exterior Sheet Metal Work: Type 3.
a. Submit related information together or in appropriate sequence; submit all information required for an individual review together. A. Do not install insulation adhesives when temperature or weather conditions are detrimental to successful installation. E. Joints Between Exterior Metal Frames and Adjacent Work (except masonry): Type 1.
b. If verification of field conditions is required, do not submit until verified. F. Under Exterior Door Thresholds: Type 1.
c. Do not make requests for deviations from contract documents via shop drawings, product data, or samples; deviations will not be valid PART TWO -PRODUCTS G. Interior Joints for Which No Other Sealant is Indicated: Type 4; colors as shown on the drawings.
unless specifically approved under specified modification procedures. H. Joints Between Plumbing Fixtures and Walls and Floors, and Between Countertops and Walls: Type 5.
d. Coordinate with other submittals and with construction schedule. 2.01 APPLICATIONS
e. For submittals for review, allow minimum of 7 calendar days for review, excluding transit time. A. Insulation in Wood Framed Walls: Batt insuation with no vapor retarder. SECTION 08 11 13 -HOLLOW METAL DOORS AND FRAMES
f. Use a standard transmittal form; identify project, entities involved, and relevant contract document drawing, detail, or specification. B. Insulation above Gypsum Wallboard Ceilings: Batt insulation with no vapor retarder.
g. Number each initial submittal with sequential number; number resubmissions with original number plus sequential alphabetic suffix. PART ONE -GENERAL
h. Manufacturers' Standard Printed Data: Cross out inapplicable data or otherwise annotate to show applicable products, options, 2.02 BATT INSULATION MATERIALS
models, etc. A. Where batt insulation is indicated, either glass fiber or mineral fiber batt insulation may be used, at contractor's option. 1.01 SUBMITTALS
i. Clearly mark changes from previous submissions. B. Glass Fiber Batt Insulation: Flexible preformed batt or blanket, complying with ASTM C 665; friction fit. A. See Section 01 30 00 -Administrative Requirements for submittal procedures.
j. Provide space for review/approval stamps. 1) Flame Spread Index: 25 or less, when tested in accordance with ASTM E 84. B. Product Data: Materials and details of design and construction, hardware locations, reinforcement type and locations, anchorage and fastening
2) Smoke Developed Index: 450 or less, when tested in accordance with ASTM E 84. methods, and finishes; and one copy of referenced grade standard.
01 40 00 -QUALITY REQUIREMENTS 3) Combustibility: Non-combustible, when tested in accordance with ASTM E 136, except for facing, if any. C. Shop Drawings: Details of each opening, showing elevations, glazing, frame profiles, and identifying location of different finishes, if any.
4) Facing: Unfaced.
A. Reference Standards: Where products or workmanship is specified by reference to a document not included in the contract documents, comply C. Mineral Fiber Batt Insulation: Flexible preformed batt or blanket, complying with ASTM C 665; friction fit; unfaced flame spread index of 0 (zero) PART TWO -PRODUCTS
with the requirements of the document, except where more stringent requirements are specified. when tested in accordance with ASTM E 84.
B. Quality Control: 1) Smoke Developed Index: 0 (zero), when tested in accordance with ASTM E 84. 2.01 DOORS AND FRAMES:
1. Certificates: Where specified or required by code, certify in writing that work complies with code and with contract documents. A. Requirements for all Doors and Frames:
2. Field Testing and Inspection: Perform all testing, observation, and inspection required by code and as specified. PART THREE -EXECUTION 1) Accessibility: Comply with ANSI/ICC A117.1.
a. Exception: Tests and inspections indicated to be performed by Colonial Williamsburg Foundation's agent or other independent agency. 2) Door Edge Profile: Beveled on both edges.
b. Reports: Make written report of each test/inspection; include complete details of conditions, methods, and results. 3.01 EXAMINATION 3) Door Texture: Smooth faces.
c. Submittals Required: A. Verify that substrate, adjacent materials, and insulation materials are dry and that substrates are ready to receive insulation and adhesive. 4) Hardware Preparation: In accordance with BHMA A156.115, with reinforcement welded in place, in addition to other requirements
1).Design Data: For each assembly specified to be designed or engineered by manufacturer or fabricator, submit calculations or B. Verify substrate surfaces are flat, free of honeycomb, fins, irregularities, or materials or substances that may impede adhesive bond. specified in door grade standard.
test reports showing compliance with design criteria; or, for engineering design, submit certification by licensed professional 5) Galvanizing for Units in Wet Areas: All components hot-dipped zinc-iron alloy-coated (galvannealed), manufacturer's standard coating
engineer; or as specified; submit for review. 3.02 BATT INSTALLATION thickness.
2).Reports: On each factory and field test, inspection, or other procedure specified; submit for information. A. Install insulation in accordance with manufacturer's instructions. 6) Finish: Factory primed, for field finishing.
B. Install in exterior wall and roof spaces without gaps or voids. Do not compress insulation. B. Combined Requirements: If a particular door and frame unit is indicated to comply with more than one type of requirement, comply with all the
01 60 00 -PRODUCT REQUIREMENTS C. Trim insulation neatly to fit spaces. Insulate miscellaneous gaps and voids. specified requirements for each type; for instance, an exterior door that is also indicated as being sound-rated must comply with the
D. Fit insulation tightly in cavities and tightly to exterior side of mechanical and electrical services within the plane of theinsulation. requirements specified for exterior doors and for sound-rated doors; where two requirements conflict, comply with the most stringent.
A. Basic Product Requirements:
1. Salvage: Do not use materials or equipment removed from existing premises, unless specifically allowed or required. 3.03 PROTECTION 2.02 STEEL DOORS
2. Multiple Instances of same Item: Use the same brand name product for each instance of the same item. A. Do not permit installed insulation to be damaged prior to its concealment. A. Exterior Doors:
B. Product Options: Submit equals for approval by A/E. 1) Grade: ANSI A250.8 Level 3, physical performance Level A, Model 2, seamless.
C. Product Submittals Required: 2) Top Closures for Outswinging Doors: Flush with top of faces and edges.
1. Substantiations: one electronic copy. SECTION 07 62 00 -SHEET METAL FLASHING AND TRIM 3) Galvanizing: All components hot-dipped zinc-iron alloy-coated (galvannealed) in accordance with ASTM A 653/A 653M, with
2. Design Data: For each assembly specified to be designed or engineered by manufacturer or fabricator, submit calculations or test reports manufacturer's standard coating thickness.
showing compliance with design criteria; or, for engineering design, submit certification by licensed professional engineer; or as specified; PART ONE -GENERAL 4) Insulating Value: U-value of 0.091, when tested in accordance with ASTM C 518.
submit for review.
3. Shop Drawings: As required. 1.01 SUBMITTALS 2.03 STEEL FRAMES
4. Product Data: On each product specified; include manufacturer's catalog data showing compliance and installation instructions. A. See Section 01 30 00 -Administrative Requirements, for submittal procedures. A. General:
5. Samples: For each product for which color, pattern, texture, or other optional characteristics must be selected and are not specified. B. Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods, flashings, terminations, and installation details. 1) Comply with the requirements of grade specified for corresponding door.
6. Warranties: Submit specimen warranty for review; submit actual warranty at project closeout. C. Samples: Submit two samples 4x4 inch in size illustrating metal finish color. a. Frames for Wood Doors: Comply with frame requirements specified in ANSI A250.8 for Level 1, 18 gage.
7. Operation and Maintenance Data: See 01 78 00. 2) Finish: Factory primed, for field finishing.
D. Product Delivery Requirements: Transport and handle in accordance with manufacturer's instructions; inspect promptly upondelivery; handle by 1.02 QUALITY ASSURANCE 3) Provide mortar guard boxes for hardware cut-outs in frames to be installed in masonry or to be grouted.
methods that prevent soiling and damage. A. Perform work in accordance with SMACNA Architectural Sheet Metal Manual requirements and standard details, except as otherwise indicated. B. Exterior Door Frames: FAce welded, seamless with joints filled.
E. Product Storage and Handling Requirements: Store and protect in accordance with manufacturer's instructions, with packaging, seals, and C. Galvanizing: All components hot-dipped zinc-iron alloy-coated (galvannealed) in accordance with ASTM A 653/A 653M, with manufacturer's
labels intact; store in manner required to prevent damage. 2.01 SHEET MATERIALS standard coating thickness.
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 D. Weather-stripping: Separate, see Section 08 71 00.
01 70 00 -EXECUTION REQUIREMENTS modified silicone coating. E. Interior Door Frames, Non-Fire-Rated: Knock-down type.
1. Modified Silicone Polyester Coating: Pigmented Organic Coating System, AAMA 2603; baked enamel finish system; color to match F. Interior Door Frames, Fire-Rated: Fully welded type.
A. Examination: adjoining material as approved by A/E. G. Fire Rating: Same as door, labeled.
1. Before starting work, verify that substrates are ready for and capable of supporting subsequent work. H. Frames for Interior Glazing or Borrowed Lights: Construction and face dimensions to match door frames, and as indicated on drawings.
2. Verify that utility characteristics of equipment are compatible with utilities installed. 2.02 FABRICATION
3. Verify that field dimensions that would affect installation are as required. A. Form sections true to shape, accurate in size, square, and free from distortion or defects. 2.04 ACCESSORY MATERIALS
B. Preparation: B. Fabricate cleats of same type sheet metal, minimum 6 inches wide, interlocking with sheet. A. Louvers: Roll formed steel with overlapping frame; finish same as door components; factory-installed.
1. Conduct preinstallation meetings to familiarize installers and others affected with procedures for installation and protection after C. Form pieces in longest possible lengths. B. In Fire-Rated Doors: UL-listed fusible link louver, same rating as door.
installation. D. Hem exposed edges on underside 1/2 inch; miter and seam corners. C. Style: Standard straight slat blade.
2. Lay out work precisely, for accurate location, lines, and levels. E. Form material with flat lock seams, except where otherwise indicated. At moving joints, use sealed lapped, bayonet-type or interlocking hooked D. Glazing: As specified in Section 08 80 00, factory installed.
3. Before starting work, prepare substrates and surfaces by cleaning and patching, as required, and as recommended by manufacturer of seams. E. Removable Stops: Formed sheet steel, shape as indicated on drawings, mitered or butted corners.
product to be installed. F. Fabricate corners from one piece with minimum 18 inch long legs; seam for rigidity, seal with sealant. F. Silencers: Resilient rubber, fitted into drilled hole; 3 on strike side of single door, 3 on center mullion of pairs, and 2 on head of pairs without S L
4. Remove debris from areas of installation. G. Fabricate vertical faces with bottom edge formed outward 1/4 inch (6 mm) and hemmed to form drip. center mullions. A IT
5. Before starting finishing work, broom and vacuum clean interior spaces and continue cleaning as required to eliminate dust. G. Temporary Frame Spreaders: Provide for all factory-or shop-assembled frames. IN
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C. Execution: PART THREE -EXECUTION
1. Install products in manner specified and as required or recommended by manufacturer; if manufacturer's instructions conflict with contract 2.05 FINISH MATERIALS
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documents, request clarification before proceeding. 3.01 INSTALLATION A. Primer: Rust-inhibiting, complying with ANSI A250.10, door manufacturer's standard. T A
2. Comply with specified standards as minimum quality, except where more stringent tolerances or other specified requirements indicate A. Secure flashings ure flashings in place using concealed fasteners. Use exposed fasteners only where permitted. D
E higher standards or more precise workmanship. B. Apply plastic cement compound between metal flashings and felt flashings. PART THREE -EXECUTION
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3. Have work performed by persons qualified to produce specified quality. C. Fit flashings tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles. U
4. Install products level, straight, plumb, and in correct location, within tolerances specified, if any. D. Seal metal joints watertight. 3.01 INSTALLATION D
5. Install fixtures and fittings plumb and level and nicely aligned with each other and with finish materials. A. Install in accordance with the requirements of the specified door grade standard and NAAMM HMMA 840. E
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6. Where one product covers another, install so covered product is completely concealed. SECTION 07 90 05 -JOINT SEALERS B. In addition, install fire rated units in accordance with NFPA 80. C
7. Where a product covers an opening, install so opening is completely covered. C. Coordinate frame anchor placement with wall construction. S
8. Install sequential work in proper order; fit subsequent work to previous work neatly. PART ONE -GENERAL D. Coordinate installation of hardware. N N
9. Where subsequent work alters previous work, replace and refinish previous work to correct condition. E. Coordinate installation of glazing. O O
10. Do not permanently enclose waste materials, debris, or rubbish in finished work. 1.01 SUBMITTALS F. Touch up damaged factory finishes. S I IT P
11. In finished areas, conceal pipes, ducts, and wiring within the construction, unless otherwise indicated. A. See Section 01 30 00 -Administrative Requirements, for submittal procedures. V I
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12. Secure products in place with positive anchorage devices designed and sized to withstand reasonably anticipatable loads, stresses, B. Product Data: Provide data indicating sealant chemical characteristics. 3.02 TOLERANCES E S E
vibration, and distortion. C. Samples: Submit two samples, illustrating sealant colors for selection. A. Maximum Diagonal Distortion: 1/16 in measured with straight edge, corner to corner. R D
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. 1.02 FIELD CONDITIONS 3.03 ADJUSTING
2. Sound-Rated Assemblies: Pack openings around penetrations with noncombustible material. A. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation. A. Adjust for smooth and balanced door movement.
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. 1.03 WARRANTY 3.04 SCHEDULE
E. Cleaning: A. See Section 01 78 00 -Closeout Submittals, for additional warranty requirements. A. Refer to Door and Frame Schedule on the drawings.
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1. Remove temporary labels, stains, and spots. B. Correct defective work within a two-year period after Date of Substantial Completion.
2. During construction, keep all project areas and site free of waste materials, debris, and rubbish. C. Warranty: Include coverage for installed sealants and accessories which fail to achieve airtight seal, exhibit loss of adhesion or cohesion, or do SECTION 09 21 16 -GYPSUM BOARD ASSEMBLIES
3. Place waste materials, debris, and rubbish in containers provided every day. not cure.
4. Final Cleaning: PART ONE -GENERAL
a. Clean interior and exterior surfaces exposed to view and equipment. PART TWO -PRODUCTS
b. Polish transparent and glossy surfaces. 1.01 SECTION INCLUDES:
c. Vacuum clean carpet and other soft surfaces; broom clean other floors. 2.01 SEALANTS A. Performance criteria for gypsum board assemblies.
d. Clean equipment, clean filters, and clean strainers. A. Type 1 -General Purpose Exterior Sealant: Polyurethane; ASTM C 920, Grade NS, Class 25, Uses M, G, and A; single component. B. Acoustic insulation.
e. Clean light bulbs and lamps. 1) Color: Standard colors matching finished surfaces. C. Gypsum wallboard.
f. Broom clean exterior paved areas; rake clean landscaped areas. B. Type 2 -Exterior Expansion Joint Sealer: Precompressed foam sealer; urethane with water-repellent. D. Joint treatment and accessories.
F. Starting Equipment and Systems: 1) Size as required to provide weathertight seal when installed.
1. Before starting, verify that: 2) Applications: Use for exterior wall expansion joints. 1.02 SUBMITTALS
a. Equipment or system has been properly installed, lubricated, and adjusted, eliminating conditions that might cause damage. C. Type 3 -Exterior Metal Lap Joint Sealant: Butyl or polyisobutylene, nondrying, nonskinning, noncuring. A. Section 01 30 00 -Administrative Requirements, for submittal procedures.
b. Proper utility connections have been made correctly. D. Type 4 -General Purpose Interior Sealant: Acrylic emulsion latex; ASTM C 834, Type OP, Grade NF single component, paintable. B. Product Data: Provide data on gypsum board, accessories, and joint finishing system.
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.
2. Execute start-up in accordance with manufacturer's instructions, under supervision of appropriate contractor personnel. E. Type 5 -Tile Sealant: White silicone; ASTM C 920, Uses I, M and A; single component, mildew resistant. PART TWO -PRODUCTS
a. Where specified or appropriate, require presence and supervision of manufacturer's representative. 1) Applications: Use for: A. Gypsum Board Assemblies
b. Operate for sufficient time to show proper functioning; test and adjust for proper operation. a. Joints between plumbing fixtures and floor and wall surfaces. 1. Provide completed assemblies complying with ASTM C 840 and GA-216.
G. Protecting Installed Construction: Once work is installed, protect from damage due to subsequent construction operations whether or not b. Joints between countertops and wall surfaces. B. Board Materials
relevant to installed work. 1. Gypsum Wallboard: Paper-faced gypsum panels as defined in ASTM C 1396/C 1396M; sizes to minimize joints in place; ends square cut.
1. If necessary for complete protection, provide temporary coverings, warning signs, or barriers. 2.02 ACCESSORIES 1) Application: Use for vertical surfaces and ceilings, unless otherwise indicated.
2. Positively protect sensitive finishes with durable materials capable of preventing damage, securely fastened. A. Primer: Non-staining type, recommended by sealant manufacturer to suit application. 2) Thickness:
3. Where possible avoid the need for traffic over sensitive materials like waterproofing, roofing, plantings, finished floorings, by proper B. Joint Backing: Round foam rod compatible with sealant; ASTM D 1667, closed cell PVC; oversized 30 to 50 percent larger than joint width. a. Vertical Surfaces: 5/8 inch.
sequencing of work; if traffic is unavoidable follow manufacturer's recommendations for protection, at a minimum. C. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. b. Horizontal Surfaces: 5/8 inch,
4. Prohibit storage of materials on finished work. 2. Backing Board for Wet Areas:
5. Remove protective materials prior to final cleaning. PART THREE -EXECUTION 1) ANSI Cement-Based Board: Non-gypsum-based; aggregated Portland cement panels with glass fiber mesh embedded in front and
back surfaces complying with ANSI A118.9 or ASTM C 1325.
01 78 00 -CLOSEOUT SUBMITTALS 3.01 EXAMINATION a. Thickness: 1/2 inch.
A. Verify that substrate surfaces are ready to receive work. 3. Backing Board for Non-Wet Areas: Water-resistant gypsum backing board as defined in ASTM C 1396/C 1396M; sizes to minimum joints in
A. Operation and Maintenance Data: B. Verify that joint backing and release tapes are compatible with sealant. place; ends square cut.
1. Provide five copies of all required information. 1) Application: Vertical surfaces behind thinset tile, except in wet areas.
2. Products, Including Equipment: 3.02 PREPARATION 2) Edges: Tapered.
a. Manufacturer's catalog sheets, marked to clearly identify products actually used and data applicable to actual installation. A. Remove loose materials and foreign matter that could impair adhesion of sealant. 4. Ceiling Board: Special sag-resistant gypsum ceiling board as defined in ASTM C 1396/C 1396M; sizes to minimize joints in place; ends
b. Complete operation, adjustment, shut-down, troubleshooting, cleaning, preventative maintenance, inspection, and repair instructions B. Clean and prime joints in accordance with manufacturer's instructions. square cut.
and precautions, prepared especially for project if necessary, incorporating manufacturer's recommendations and diagrams. C. Perform preparation in accordance with manufacturer's instructions and ASTM C 1193. 1) Application: Ceilings, unless otherwise indicated.
c. Original manufacturer's replaceable parts list, with current prices, and recommended quantities to be kept in storage. D. Protect elements surrounding the work of this section from damage or disfigurement. 2) Thickness: 1/2 inch.
d. Name and source of recommended tools, lubricants, and supplies. 3) Edges: Tapered.
3. Operating Equipment, Assemblies, and Systems: Prepare project-specific data, including: 3.03 INSTALLATION C. Accessories
a. Functional description, normal operating characteristics, limiting conditions. A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions. 1. Acoustic Insulation: ASTM C 665; preformed glass fiber, friction fit type, unfaced.
b. System design parameters, flow diagrams, one-line diagrams, and other data prepared during design that shows how systems are B. Perform installation in accordance with ASTM C 1193. 2. Acoustic Sealant: Non-hardening, non-skinning, for use in conjunction with gypsum board.
intended to operate. C. Install bond breaker where joint backing is not used. 3. Joint Materials: ASTM C 475 and as recommended by gypsum board manufacturer for project conditions.
c. Sequence of operation, including but not limited to controls. D. Install sealant free of air pockets, foreign embedded matter, ridges, and sags. 4. Screws for Attachment to Steel Members Less Than 0.03 inch In Thickness, to Wood Members, and to Gypsum Board: ASTM C 1002; self-
d. Commissioning data showing as-adjusted characteristics. E. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these piercing tapping type; cadmium-plated for exterior locations.
e. As-installed wiring and control diagrams. temperature ranges. 5. Screws for Attachment to Steel Members From 0.033 to 0.112 inch in Thickness: ASTM C 954; steel drill screws for applicationof gypsum
f. Valve charts, with location and function of each valve, indexed to functional diagrams. F. Tool joints concave. board to loadbearing steel studs.
g. Coordination drawings prepared during construction. 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 6. Anchorage to Substrate: Tie wire, nails, screws, and other metal supports, of type and size to suit application; to rigidly secure materials in
4. Warranties: Minimum of two year warranty. Execute, notarize, and mark with applicable specification number. Provide (5) copies. adjoining surface. place.
7. Finishing Accessories: Special shapes, provide rounded corners on upper windows as shown in drawings.