6320 restrooms

PATH OF TRAVEL
ONE-HOUR CONSTRUCTION
TWO-HOUR CONSTRUCTION
THREE-HOUR CONSTRUCTION
FOUR-HOUR CONSTRUCTION
78'-10" PATH OF TRAVEL
73'-0"PATHOFTRAVEL
84'-5"PATHOFTRAVEL
92'-9"PATHOFTRAVEL
60'-7"
BETW
EEN
EXIT
S90'-1"
DIAGONAL
66'-2" BETWEEN EXITS
96'-1" DIAGONAL
56'-10"BETW
EEN
EXITS
84'-1"DIA
GONAL
68'-8" BETWEEN EXITS
95'-10" DIAGONAL
83'-5"BETWEENEXITS
110'-7"DIAGONAL
70'-3"
BETW
EEN
EXITS
131'-4" DIAGONAL
PHASE ONE - RESTROOMS
PHASE TWO - CORE
PHASE THREE - STAIRS
PHASE TWO - CORE
PHASE TWO - CORE
NOT IN PROJECT SCOPE
FUTURE TENANT IMPROVEMENT
1 43 8 92 6
B
D
F
E
G
C
A
5 7 10 11
1438926
B
D
F
E
G
C
A
5710
11
14 389 26
B
D
F
E
G
C
A
571011
14
8
9 26
B
D
F
E
G
C
A
571011
1438926
B
D
F
E
G
C
A
571011
3
E
E EP
E EPE EP
UP
EEPEEP
UP
DN
1 1
4"
EEPEEP
UP DN
SOUTH
VESTIBULE
NIC
NORTH
VESTIBULE
NIC
SUITE -20
EXTERIOR STAIR
NIC
EXTERIOR STAIR
NIC
EXTERIOR STAIR
NIC
SUITE -30
EXTERIOR STAIR
NIC
SUITE -40
EXTERIOR STAIR
NIC
SOUTHWEST
CORE STAIR
NIC
NORTHEAST
CORE STAIR
NIC
TELE
NIC
ELECT
NIC
MECH
NIC
MAIN
ELECT
NIC
MECH
NIC
ELECT
NIC
ELECT
NIC
WATER
NIC
ELEVATOR
NIC
TENANT
SUITE
100
TENANT
SUITE
120
TENANT
SUITE
130
TENANT
SUITE
140
TENANT
SUITE
110
CORRIDOR
NIC
CORRIDOR
NIC
SOUTH
VESTIBULE
NIC
MENS
RESTROOM
102
WOMENS
RESTROOM
101
NORTH
VESTIBULE
NIC
JANITORIAL
CLOSET
104
RESTROOM
ENTRY
103
SUITE -20
EXTERIOR STAIR
NIC
SUITE -00
EXTERIOR STAIR
NIC
SUITE -10
EXTERIOR STAIR
NIC
SUITE -30
EXTERIOR STAIR
NIC
SUITE -40
EXTERIOR STAIR
NIC
SOUTHWEST
CORE STAIR
NIC
NORTHEAST
CORE STAIR
NIC
SUITE 110 (OCCUPIED)
4535 SQ FT
TELE
NIC
ELECT
NIC
MECH
NIC
MAIN
ELECT
NIC
MECH
NIC
ELECT
NIC
ELECT
NIC
WATER
NIC
ELEVATOR
NIC
TENANT
SUITE
100
4040 SQFT
TENANT
SUITE
120
3827 SQFT
TENANT
SUITE
130
3971 SQFT
TENANT
SUITE
140
4002 SQFT
TENANT
SUITE
110
4535 SQFT
CORRIDOR
NIC
CORRIDOR
NIC
SERVICE
SINK
105
ARCHITECT
RICHARD CLARK
REES MASILIONIS TURLEY
908 BROADWAY
6TH FLOOR
KANSAS CITY, MO 64105
816.842.1292
816.842.1878 f
richard.clark@architecturermt.com
MECH./ELECT./PLUMB. ENGINEER
Don Erisman, PE, CBCP, CxA
Principal
Lankford + associates
Consulting Engineers, Inc.
1730 Walnut Street
Kansas City, Missouri 64108
816.221.1411
816.221.1429 f
DonErisman@lankfordassoc.com
OWNER'S REPRESENTATIVE
William Corbett
Director of Facilities
Waddell & Reed, Inc.
6300 Lamar
Overland Park, KS 66202
913-236-1904 direct
913-236-1401
bcorbett@waddell.com
STRUCTURAL ENGINEER
Rich McGuire, PE
Sr. Project Manager
Structural Engineering
Associates, Inc.
1000 Walnut, Suite 1570
Kansas City, MO 64106
816-595-5627
816-595-5650 f
RMcGuire@seassociates.com
I HAVE REVIEWED THE DRAWINGS AND SPECIFICATIONS (HEREIN
REFERRED TO AS THE "CONTRACT DOCUMENTS") FOR THE PROJECT AND
AGREE TO ITS DRAWN AND WRITTEN CONTENTS. THIS REVIEW APPLIES
FOR CHECKING INFORMATION AND DESIGN CONCEPT EXPRESSED IN THE
CONTRACT DOCUMENTS OF THE PROJECT AND INCLUDES THE CONTENTS
OF THE DRAWINGS AND SPECIFICATIONS. SPECIAL CARE SHOULD BE
TAKEN TO REVIEW ROOM MATERIAL FINISHES, LOCATIONS OF ELECTRICAL
AND COMMUNICATION ITEMS, AND ANY OTHER SPECIALTY ITEMS
REQUIRED BY THE TENANT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR INFORMATION THAT
PERTAINS TO THE FABRICATION PROCESSES OR THE MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES.
IF THERE ARE ANY QUESTIONS OR OUTSTANDING ITEMS REGARDING
THESE DOCUMENTS, THE ARCHITECT AND / OR OWNER SHOULD BE
CONTACTED FOR CLARIFICATION.
I, HEREBY, AS AN AUTHORITY OF THE TENANT, DO REVIEW AND APPROVE
THE DRAWINGS AND SPECIFICATIONS RELATED TO THIS PROJECT.
SIGNED
DATE
A000 COVER SHEET
A004 TYPES, DETAILS, & SYMBOLS
A011 SPECIFICATIONS
A012 SPECIFICATIONS
A013 SPECIFICATIONS
A101 1/4" PLANS; FLOOR PLAN, DEMO, RCP, FF&E, & FINISHES
A201 1/2" ELEVATIONS
A601 SCHEDULES
P101 PARTIAL PLAN PLUMBING
P200 PLUMBING SCHEDULE AND DETAILS
M101 PARTIAL PLAN MECHANICAL
E101 PARTIAL PLAN ELECTRICAL
MEP100 MECHANICAL, ELECTRICAL, & PLUMBING SPECIFICATIONS
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE GOVERNING LAWS AND CODES,
AND IN ACCORDANCE WITH AUTHORITIES HAVING JURISDICTION.
2. GC TO VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR
TO CONSTRUCTION.
3. CALCULATE AND MEASURE REQUIRED DIMENSIONS. DO NOT SCALE DRAWINGS UNLESS
OTHERWISE INDICATED. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT.
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER GRAPHIC REPRESENTATION. DETAIL
DIMENSIONS TAKE PRECEDENCE OVER PLAN DIMENSIONS.
4. ALL ITEMS SUPPLIED BY THE OWNER AND INSTALLED BY THE CONTRACTOR WILL BE
COORDINATED BY THE CONTRACTOR FROM DELIVERY TO INSTALLATION.
5. DIMENSIONS ON DRAWINGS ARE FINISH FACE TO FINISH FACE OF PARTITIONS,
COLUMNS, ETC., OR TO WHERE SHOWN, UNLESS OTHERWISE NOTED.
6. THE GENERAL CONTRACTOR (GC, HEREAFTER) UPON SIGNING THE OWNER/GC
AGREEMENT, ACCEPTS THE CD (INCLUDING THESE DRAWINGS W/ THE INCLUDED NOTES &
DESCRIPTIVE MATERIAL) & AGREES TO EXECUTE THE NECESSARY WORK IN MANNER
DESCRIBED THEREIN.
A) UPON EXAMINATION / FAMILIARIZATION OF CD & JOB SITE VISIT, ANY
DISCREPANCIES, OMISSIONS, AMBIGUITIES AND/OR CONFLICTS NOTED, SHALL BE
BROUGHT TO THE ATTENTION OF REES MASILIONIS TURLEY ARCHITECTURE, L.L.C. IN
WRITING, FOR CORRECTION.
B) ANY ELEMENT, WHATSOEVER, REQUIRED BY BUILDING TO BE INCORPORATED IN
CONSTRUCTION BUT NOT SPECIFIED IN CD SHALL BE BROUGHT TO ATTENTION OF REES
MASILIONIS TURLEY ARCHITECTURE, L.L.C. FOR REVIEW/ACTION.
C) NO MODIFICATIONS / REVISIONS / CHANGES SHALL BE UNDERTAKEN UNLESS
SPECIFICALLY SO INSTRUCTED AND APPROVED BY OWNER.
D) DURING COURSE OF PROJECT, GENERAL CONTRACTOR SHALL MAKE EVERY
EFFORT TO FULLY INFORM ALL CONCERNED PARTIES REGARDING DECISIONS/ACTIONS
TAKEN WHICH, IN ANY WAY, MIGHT AFFECT ANY SAID CONSTRUCTION CONDITIONS.
7. ALL EXISTING HOLES/CRACKS IN SLAB AND THOSE RESULTING FROM THE
CONSTRUCTION PROCESS SHALL BE FILLED/REPAIRED AND THE SURFACE PATCHED
SMOOTH AND LEVEL WITH ADJACENT FLOOR SURFACE, IN A MANNER ACCEPTABLE TO
OWNER AND REES MASILIONIS TURLEY ARCHITECTURE, L.L.C..
8. GC SHALL BE RESPONSIBLE FOR FIELD MEASURING OF EXISTING CONDITIONS PRIOR TO
START OF WORK AND DURING CONSTRUCTION, AS NECESSARY, TO ASSURE
CONSTRUCTION ADHERENCE TO DRAWINGS. BY ENTERING INTO A CONSTRUCTION
CONTRACT FOR THIS WORK, GC SHALL INDICATE HIS FAMILIARITY WITH THE SITE/FIELD
CONDITIONS.
A) ALL "HOLD" DIMENSIONS SHALL BE MONITORED TO ASSURE CORRECTNESS.
B) ANY DIMENSION REVISIONS/MODIFICATIONS ARE TO BE BROUGHT TO ATTENTION
OF THE ARCHITECT FOR REVIEW/APPROVAL.
BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE
USE DESCRIPTION: USE GROUP 'B'
ACCESSORY USES 'S-1'
CONSTRUCTION TYPE: TYPE II - B (NON-SPRINKLERED)
OCCUPANCY TYPE: BUSINESS
FULLY SPRINKLED: NO
EXITS REQUIRED: 2
EXITS PROVIDED: 2
BUILDING FOOT PRINT = 24500 SQUARE FEET
ON GRADE:
USE GROUP 'B' 23761 SF O.L. = 238
ACCESSORY USES 'S-1' 739 SF O.L. = 3
TOTAL FOR FIRST FLOOR: O.L. = 241
SECOND FLOOR:
USE GROUP 'B' 24091 SF O.L. = 241
ACCESSORY USES 'S-1' 409 SF O.L. = 2
TOTAL FOR SECOND FLOOR: O.L. = 243
ACCESSORY USES: 24500 SF X 10% = 2450 SF & 739 SF < 2450 SF (OKAY)
LARGEST OCCUPANT LOAD FOR ANY ONE FLOOR = 243 PEOPLE
2 EXITS REQUIRED AND 2 EXITS PROVIDED
STAIRS: 243 X 0.3 = 72.9" REQUIRED (44" MIN. @ EA. STAIR) & 90" PROVIDED
OTHER: 243 X 0.2 = 48.6" REQUIRED (34" MIN. @ EA. EXIT) & 68 INCHES PROVIDED
ALLOWABLE HEIGHT: 55'-0" OR 4-STORIES
ACTUAL HEIGHT: 27'-0" & 2-STORY
ALLOWABLE AREA INCREASES:
SPRINKLER NOT USED (BUILDING IS NOT SPRINKLERED)
FRONTAGE W= (1426X20)+(38X30)+(161X100)/1625
P = 1625'-4" & F = 1426'-0" & W = 28
58.6% = [(1426'-0"/1625'-4")-0.25] X 28/30
USE GROUP 'B' 23000 SF + (23000 SF X 58.6%) = 36478 SF
USE GROUP 'S-1' 17500 SF + (17500 SF X 58.6%) = 27755 SF
ALLOWABLE AREA: 36478 SF ALLOWABLE FOR CLASSIFICATION 'B'
24091/36478 + 739/27755 = 0.687
0.687 < 1 (OKAY)
ACTUAL AREA: 24500 SF < 36478 SF (OKAY)
PROTECTION:
FIRE WALLS 2-HOUR
EXTERIOR
BEARING WALLS 0-HOUR
NON-BEARING WALLS 0-HOUR
ROOF CONSTRUCTION 0-HOUR
ROOF COVERING CLASS 'C'
INTERIOR
BEARING WALLS 0-HOUR
STRUCTURAL FRAME 0-HOUR
FLOOR CONSTRUCTION 0-HOUR
SHAFT ENCLOSURES 1-HOUR
INTERIOR FINISHES: MINIMUM FLAME SPREAD CLASSIFICATIONS
VERTICAL EXITS & EXIT PASSAGEWAYS 'A'
EXIT ACCESS CORRIDORS & OTHER EXITWAYS 'B'
ROOMS AND ENCLOSED SPACES 'C'
SEPARATED OCCUPANCIES:
REQUIRED SEPARATION BETWEEN CLASSIFICATIONS 'B' & 'S-1'/'F-1' NONE
A MANUAL FIRE ALARM SHALL BE PROVIDED PER SECTIONS 907.2.2 & 907.2.7
CORRIDOR FIRE-RESISTANCE RATING IS ONE-HOUR PER TABLE 1017.1
EXIT ACCESS TRAVEL DISTANCE:
ALLOWABLE = 200 FEET
PROVIDED =
COMMON PATH DISTANCE:
ALLOWABLE = 75 FEET
PROVIDED =
DEAD-END DISTANCE:
ALLOWABLE = 20 FEET
PROVIDED =
A13CONTACT INFORMATION
9. ALL VERTICAL DIMENSIONS SHALL BE TAKEN FROM "BENCH MARK" OR OTHER SIMILAR
GUIDE ESTABLISHED PRIOR TO START OF CONSTRUCTION. HIGH POINTS, LOW POINTS,
IRREGULARITIES IN FLOOR SLAB, PARTICULARLY, WHICH COULD IN ANY WAY AFFECT
FABRICATION/INSTALLATION WORK OF OTHER TRADES OR VENDORS (I.E., CABINET
CONTRACTORS), SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.
A) VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1/2" FOR EVERY 10'-0" IN EVERY
DIRECTION WILL REQUIRE LEVELING OF SLAB BY G.C. LEVELING OF SLAB TO BE DONE AS
REQUIRED READY TO RECEIVE FLOOR FINISHES, (I,E, VINYL TILE FLOORS, CARPETING, ETC).
G.C. TO VERIFY SLAB CONDITION PRIOR TO BID SUBMISSION AND CONTACT LANDLORD.
10. GC, SUBCONTRACTORS, AND ALL VENDORS ARE TO VERIFY ALL CLEARANCES
(CORRIDORS, STAIRS, ELEVATORS, ETC.) REQUIRED FOR DELIVERIES AND PASSAGE OF ALL
JOB MATERIALS/EQUIPMENT.
11. ALL NECESSARY WOOD BLOCKING / GROUNDS, ETC., ARE TO BE SUPPLIED AS
FIREPROOFED ELEMENTS. GC SHALL FULLY COORDINATE SETTING/PLACEMENT OF THESE
ELEMENTS AS REQUIRED BY LOCAL CODE/BUILDING OR SURROUNDINGS.
A) GROUND/BLOCKING MAY NOT BE WHOLLY SHOWN ON DRAWINGS AND GOOD
CONSTRUCTION PRACTICE SHALL GOVERN/DETERMINE SAID USE WHERE A QUESTION
ARISES.
B) GC TO PAY PARTICULAR ATTENTION TO ALL LOCATIONS OF DRYWALL PARTITION
CONSTRUCTION THAT ABUT OR RECEIVE MILLWORK OR CABINET WORK CONSTRUCTION.
INTERNAL WOOD BLOCKING SHALL BE SUPPLIED FOR STURDY ANCHORAGE AT
INTERSECTIONS OF WOOD/GLASS BORROWED LIGHT PARTITIONS AND ADJACENT
DRYWALL CONSTRUCTION AS REQUIRED.
A07TENANT REVIEW A01SHEET INDEX
J01CODE INFORMATION
A19BUILDING LOCATION MAPA25GENERAL NOTES
OWNER IMPROVEMENT FOR:
WADDELL & REED
ADA RESTROOM RENOVATION
-
6320 LAMAR STREET
OVERLAND PARK, KS
COVER SHEET
GH / KR / RC
JM / SH / MP
A000
010203040506070809101112131415161718192021222324252627282930313233343536
Z
Y
X
W
V
U
T
S
R
Q
P
N
M
L
K
J
H
G
F
E
D
C
B
A
PROJECT
WADDELL & REED
PHASE 1 - ADA RESTROOM RENOVATIONS
6320 LAMAR
OVERLAND PARK, KS
WADDELL & REED
6320 LAMAR
PHASE ONE
ADA RESTROOM
DATE DESCRIPTIONMARK
CONSULTANT
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOOR
KANSAS CITY MO 64105
816.842.1878
816.842.1292
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may be
reproduced or utilized in any form without the prior written
authorization of Rees Masilionis Turley Architecture, LLC.
c 2011 Rees Masilionis Turley Architecture, LLC
MARCH 15, 2011
PROJECT NUMBER
2010357.000
I have prepared the drawings and assume
responsibility for the sheets numbered with an "A" prefix
for the project named below.
Other drawings and specifications attached for the
above-mentioned project have been by and are the
responsibility of the licensed engineer whose stamp and
firm appear on that sheet.
The architect is not responsible for the design of
the mechanical, electrical, plumbing, civil, landscaping,
structural, signage (not specified), fire sprinkler or fire
suppression systems; and does not take responsibility for
the compliance of these areas with the laws of the above
governmental entities. The architect is not responsible for
materials, components or equipment, as well as the
method in which they are installed on the project by
others. The architect is not hired or responsible for
certification, during construction or upon completion of
construction. The architect is not responsible for
improper operation due to faulty installation or product
failure during construction or after completion of
construction when operation has begun by the landlord or
tenant.
The licensed professional whose stamp appears on
sheets other than those specifically noted above shall be
responsible for those items in paragraph three.
MATTHEW MASILIONIS - ARCHITECT
KANSAS # 4053
0 16' 64'32'
N
A07
A101
J25FLOOR LOCATOR PLAN
1/32" = 1'-0"
PROJECT LOCATION
MALE FEMALE MALE FEMALE
BUSINESS B 4 4 4 4 N/A 3 1
4 4 4 4 0 3 1
BUSINESS B 4 4 4 4 N/A 3 1
4 4 4 4 0 3 1
8 8 8 8 0 6 2
8 8 8 8 0 4 * 2
0 0 0 0 0 * 2 B.W. 0
CLASSIFICATION
2ND
TOTALS FOR THIS FLOOR LEVEL
NET DIFFERENCE
TOTAL PROVIDED
TOTAL REQUIRED
1ST
TOTALS FOR THIS FLOOR LEVEL
FLOOR
WATER CLOSETS
OCCUPANCY OTHER
DRINKING
FOUNTAINS
BATHTUBS
OR
SHOWERS
LAVATORIES
PLUMBING FIXTURES: PARKING SPACES:

1 PARTITION FROM FLOOR TO BOTTOM OF DECK ABOVE - NR
1a SAME AS TYPE '1' BUT WITH GYPSUM BOARD ON ONE SIDE ONLY
2
1 HOUR FIRE RATED ASSEMBLY PER U.L. DESIGN NO. U419
PARTITION FROM FLOOR TO BOTTOM OF DECK ABOVE
2a SAME AS TYPE '2' BUT WITHOUT INSULATION - REDUCED STC
WALL AT BASE
WALL AT HEAD
PARTITION PLAN
3 5/8" STUD - 1 HOUR RATED, ACOUSTICAL WALL
3 5/8"
4 7/8"
5/8"5/8"
1 HOUR FIRE RATED ASSEMBLY - U.L. DESIGN NO. U419
SOUND RATED ASSEMBLY 45 - 49 STC RATING
3-5/8" STUD, 1-HOUR RATED OR NON-RATED WALL
1
2
4
3
3 5/8"
4 7/8"
5/8"5/8"
1
2
4
3
1
2
4
3
5
6
7
8
9
10
11
EXISTING STRUCTURE
METAL RUNNER TRACK
CEILING PER PLAN
WALL PER PLAN
METAL STUDS AT 16" ON CENTER
GYPSUM BOARD; ONE LAYER ON EACH SIDE
NON-FACED FIBERGLASS BATT INSULATION; 3-1/2" THICK
WALL PER PLAN
WALL BASE PER SCHEDULE; INSTALL AFTER FLOOR FINISH
METAL RUNNER TRACK FASTENED TO STRUCTURE
FLOOR FINISH PER SCHEDULE
1
2
4
3
5
6
7
8
9
10
11
EXISTING STRUCTURE
METAL RUNNER TRACK
CEILING PER PLAN
WALL PER PLAN
METAL STUDS AT 16" ON CENTER
GYPSUM BOARD; ONE LAYER ON EACH SIDE
NON-FACED FIBERGLASS BATT INSULATION; 3-1/2" THICK
WALL PER PLAN
WALL BASE PER SCHEDULE; INSTALL AFTER FLOOR FINISH
METAL RUNNER TRACK FASTENED TO STRUCTURE
FLOOR FINISH PER SCHEDULE
5
6
7
5
6
8
9
10
11
8
9
10
11
WALL AT BASE
WALL AT HEAD
PARTITION PLAN
1
JOHNSONITE #CCA-63 'BURNT UMBER'
CARPET FLOORING / PLAN & SCHEDULE1
2
3 TILE FLOORING / PLAN & SCHEDULE
4
6 PLYWOOD / TRANSITION IN LEVEL PER ADA
23 4
SUB-FLOOR, SLAB OR UNDERLAY
6
GLASS MIRROR PER SCHEDULE AND ELEVATIONS.
2 FAUCET PER PLUMBING DRAWINGS
3
5
CODE COMPLIANT PIPE COVER
1/2" THICK SOLID SURFACE COUNTERTOP, APRON, AND BACKSPLASH.
SCRIBE TOP AND BACKSPLASH TO FIT WALL. REFERENCE J10/A201.
4
6
5"
1/2" PLYWOOD
7
2X4 WOOD BLOCKING
SINK. REFERENCE PLUMBING.
40"
18"x24" STEEL BRACKET AS MANUFACTURED BY A&M DIST. BY BAER MODEL
#AH-18X24, PREPRIMERED FINISH, PAINT PNT-01 (MAX SPACING AT 4'-0" ON
CENTER) REFERENCE SCHEDULE.
8
6"
9"
8"
5"
3"
20"
SOAP DISPENSER. REFERENCE
ELEVATIONS AND SCHEDULE.
9
29"
8'-6"
8"8 7/8"
3
2
4
6"
7'-10"
1
5
3
4
2
5
ACOUSTICAL CEILING TILE; RE: FINISH SCHEDULE
3-5/8" STEEL STUDS AT 16" ON CENTER SECURE TO STRUCTURE AS REQUIRED
GYPSUM BOARD
STAGGER STRIP FLUORESCENT FIXTURE PER ELECTRICAL
WALL TYPE PER PLAN
ALIGN TOP OF TILE AT 7'-10" AFF TYPICAL.
7'-8"
1
1
6"
7'-10"
1
2
3
3
2
1 ACOUSTICAL CEILING TILE; RE: FINISH SCHEDULE
3-5/8" STEEL STUDS AT 16" ON CENTER SECURE TO STRUCTURE AS REQUIRED
GYPSUM BOARD
2"
PNT-04
PNT-02
2"
PNT-04
6"2"
TIL-04
6
6
30"
44"
36"
84"
36"
84"
2"
2" 2"
DOOR TYPE 'F' FLUSH SOLID CORE WOOD
FACTORY FINISH TO MATCH EXISTING
DOORS.
FRAME TYPE '1'
DRYWALL FRAME BUILT IN PAINT 'GLOSS'
PER FINISH SCHEDULE.
OPERABLE HARDWARE REACH RANGE1
1
9"
R1/2"
6"
9"
R1/2"
6"
9"R1/2"
6"
9"
R1/2"
6"
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
RADIUS ALL CORNERS
COLOR 1 - TBD
COLOR 2 - TBD
GRADE II BRAILLE
ALL SIGNS - ADA COMPLIANT
ALL SIGNS - TITLE 24
COMPLIANT
1
2
3
4
5
6
SIGN TYPE 'A' SIGN TYPE 'B'
SIGN TYPE 'C' SIGN TYPE 'D'
1 WALL PER PLAN
2 2" HOLLOW METAL FRAME
3 DOOR PER PLAN
2
3
1
1
2 2" HOLLOW METAL FRAME
WALL PER PLAN
3
1
3 DOOR PER PLAN
2
1
4
1
2
4
3
5
6
7
WALL PER PLAN
GYPSUM BOARD PER WALL TYPE
INSULATION PER WALL TYPE
WALL BASE PER SCHEDULE
WALL TILE PER SCHEDULE
FLOOR TILE PER SCHEDULE
TILE SUBSTRATE, MORTAR BED, AND
GROUT PER TCNA AND SPECIFICATION
TRANSITION TILE PER SCHEDULE AND
ELEVATIONS
6
3
7
8
2
8
5
PER ELEV.
A01SYMBOLS LEGEND
SYMBOLS
WALL TYPES
GH / KR / RC
JM / SH / MP
A004
KEYNOTE
FURNITURE, FIXTURE OR
EXISTING WALL TO REMAIN
EXISTING WALL TO BE REMOVED
NEW WALL
NEW DOOR
EXISTING DOOR TO BE REMOVED
DATA OUTLET
DATA OUTLET
DATA / PHONE OUTLET
ELECTRICAL PANEL
EMERGENCY LIGHT
FIRE ALARM ANNUNCIATOR PANEL
DATA / PHONE OUTLET
HORN STROBE ALARM
FIRE / HORN / STROBE PULL STATION
DUPLEX OUTLET
QUADPLEX OUTLET
KEYPAD
SPECIALTY OUTLET
QUADPLEX OUTLET
PHONE OUTLET
PHONE OUTLET
ELECTRICAL TRANSFORMER
CAMERA
EXHAUST FAN
THERMOSTAT
STROBE LIGHT
SMOKE DETECTOR
EXIT LIGHT
SPEAKER
SPRINKLER HEAD
FLUORESCENT STRIP LIGHT
CAN LIGHT
CEILING FAN
CAN LIGHT
MECHANICAL SUPPLY GRILL
MECHANICAL RETURN GRILL
CORE DRILL
FLOOR DRAIN
WATER HEATER
GAS METER
LIGHT SWITCH
HORN
EMERGENCY LIGHT
CAN LIGHT
WALL MOUNTED AT 46" A.F.F.
FIRE ALARM PULL STATION
DIMMER SWITCH
THREE-WAY SWITCH
CABLE OUTLET
JUNCTION BOX
FLOOR MOUNTED
FLOOR MOUNTED
FLOOR MOUNTED
FLOOR MOUNTED
FLOOR MOUNTED
WALL MOUNTED
CEILING MOUNTED
CEILING MOUNTED
CEILING MOUNTED
DOUBLE SIDED EXIT LIGHT
WALL MOUNTED
WALL MOUNTED
WALL MOUNTED
INCANDESCENT LIGHT
CEILING MOUNTED
INCANDESCENT LIGHT
WALL MOUNTED
TRACK LIGHT
FLUORESCENT LIGHT
DIRECT/INDIRECT
FLUORESCENT LIGHT
FLUORESCENT LIGHT
PARABOLIC LENS
EXISTING DOOR TO REMAIN
OFFICE
101
1
1
101
A
A
1
CL CENTER LINE
COLUMN NUMBER
ELEVATION INDICATOR
DETAIL INDICATOR
DETAIL NUMBER
DOOR NUMBER
X30
A101
A101
A1
A2
A3
A4
X30
A101
MATCH LINE
SEE A2/A101
REVISION NUMBER
ROOM NAME AND NUMBER
A SPECIALTY TYPE
DN STAIR DIRECTION INDICATOR
WALL TYPE
WINDOW TYPE
JUNCTION BOX
DUPLEX OUTLET
FLOOR MOUNTED
FIRE EXTINGUISHER
CARD READER
CABLE OUTLET
FLOOR MOUNTED
ELECTRICAL METER
ELECTRICAL GENERATOR
ELECTRICAL MOTOR
SPECIALTY OUTLET
FLOOR MOUNTED
220 OUTLET
220 OUTLET
FLOOR MOUNTED
FP
FLUORESCENT LIGHT
EMERGENCY
EF
INSTA HOT
WATER METER
EQUIPMENT TYPE
MATCHLINE
ADJACENT SHEET NUMBER
SHEET NUMBER
INTERIOR ELEVATION NUMBER
SHEET NUMBER
INTERIOR ELEVATION NUMBER
SHEET NUMBER
EXTERIOR ELEVATION NUMBER
SHEET NUMBER
EXTERIOR SECTION NUMBER
SHEET NUMBER
BREAK LINE
N
NORTH ARROW
100'-0"
X30
A101
INTERIOR SECTION NUMBER
SHEET NUMBER
ELEVATION TAG
EP
S
S
S
C
C
CR
G
F
H
J
J
M
K
HS
MOTION DETECTOR
WALL MOUNTED
S
T
T
C
EXIT LIGHT
WALL MOUNTED
WALL MOUNTED
DOUBLE SIDED EXIT LIGHT
SD
S
IH
EMERGENCY
WALL WASHING
A101
X30
X30
A101
A
INDICATES GROUND FAULT INTERCEPT
INDICATES HEIGHT TO CENTERLINE42"
GFI
INDICATES EXISTING TO REMAINE
INDICATES EXISTING IN RELOCATED LOCATIONR
INDICATES SPECIAL VOLTAGE REQUIREMENT220
ABOVE FINISHED FLOOR (A.F.F.)
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PROJECT
WADDELL & REED
6320 LAMAR
OVERLAND PARK, KS
WADDELL & REED
6320 LAMAR
PHASE ONE
ADA RESTROOM
CONSULTANT
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
816.842.1878
816.842.1292
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
MARCH 15, 2011
PROJECT NUMBER
2010357.000
tenant.
KANSAS # 4053
A07WALL TYPE '1'
3" = 1'-0"
0 3" 9"6"
J31DOOR JAMB
3" = 1'-0"
S31SIGN TYPES
3" = 1'-0"
S19SECTION DETAIL
1-1/2" = 1'-0"
0 1/2' 1 1/2'1'
J19SECTION DETAIL
1-1/2" = 1'-0"
0 1/2' 1 1/2'1'
A19SECTION DETAIL
1-1/2" = 1'-0"
0 1/2' 1 1/2'1'
A25DOOR TYPE
3" = 1'-0"
0 2' 4'1'
J25FRAME TYPE
3" = 1'-0"
0 2' 4'1'
A31TRANSITIONS
1" = 1"
N31DOOR HEAD
3" = 1'-0"
A13WALL TYPE '2'
3" = 1'-0"
0 3" 9"6"
S25TILE FINISH DETAIL
3" = 1'-0"

A01SPECIFICATIONS
SPECIFICATIONS
GH / KR / RC
JM / SH / MP
A011
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PROJECT
WADDELL & REED
6320 LAMAR
OVERLAND PARK, KS
WADDELL & REED
6320 LAMAR
PHASE ONE
ADA RESTROOM
CONSULTANT
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
816.842.1878
816.842.1292
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
MARCH 15, 2011
PROJECT NUMBER
2010357.000
tenant.
KANSAS # 4053
SECTION 013000 - ADMINISTRATIVE REQUIREMENTS
1.1PROJECT MANAGEMENT AND COORDINATION
A. Coordinate construction operations included in different
Sections of the Specifications to ensure efficient and
orderly installation of each part of the Work.
B. Requests for Information (RFIs): On discovery of the
need for additional information or interpretation of
the Contract Documents, Contractor shall prepare and
submit an RFI. Use AIA Document G716-2004.
C. Schedule and conduct progress meetings at Project site
at regular intervals. Notify Owner and Architect of
meeting dates and times. Require attendance of
each subcontractor or other entity
concerned with current progress or involved in planning,
coordination, or performance of future activities.
1. Record minutes and distribute to everyone
concerned, including Owner and Architect.
1.2 SUBMITTAL ADMINISTRATIVE REQUIREMENTS
A. Coordinate each submittal with fabrication, purchasing,
testing, delivery, other submittals, and related
activities that require sequential activity.
1. No extension of the Contract Time will be authorized
because of failure to transmit submittals
enough in advance of the Work to permit
processing, including resubmittals.
2. Submit three copies of each action submittal.
Architect will return two copies.
3. Submit two copies of each informational submittal.
Architect will not return copies.
4. Architect will discard submittals received from
sources other than Contractor.
B. Place a permanent label or title block on each
submittal for identification. Provide a
space approximately 6 by 8 inches (150 by 200 mm)
on label or beside title block to record Contractor's
review and approval markings and action taken by
Architect. Include the following information on
the label:
1. Project name.
2. Date.
3. Name and address of Contractor.
4. Name and address of subcontractor or supplier.
5. Number and title of appropriate Specification
Section.
C. Identify deviations from the Contract Documents on
submittals.
D. Contractor's Construction Schedule Submittal
Procedure: Submit two copies of schedule within
10 days after date established for
Commencement of the Work.
1.3 ACTION SUBMITTALS
A. Product Data: Mark each copy to show applicable
products and options. Include the
following:
1. Manufacturer's written recommendations, product
specifications, and installation
instructions.
2. Wiring diagrams showing factory-installed wiring.
3. Printed performance curves and operational range
diagrams.
4. Testing by recognized testing agency.
5. Compliance with specified standards and
requirements.
B. Shop Drawings: Prepare Project-specific information,
drawn accurately to scale. Do not base Shop
Drawings on reproductions of the Contract
Documents or standard printed data. Submit on
sheets at least 8-1/2 by 11 inches (215 by 280 mm) but no
larger than 30 by 42 inches (762 by 1067 mm). Include
the following:
1. Dimensions and identification of products.
2. Fabrication and installation drawings and
roughing-in and setting diagrams.
3. Wiring diagrams showing field-installed wiring.
4. Notation of coordination requirements.
5. Notation of dimensions established by field
measurement.
C. Samples: Submit Samples for review of kind, color,
pattern, and texture and for a comparison of these
characteristics between submittal and actual
component as delivered and installed.
Include name of manufacturer and product name on label.
1. If variation is inherent in material or product, submit
at least three sets of paired units that show
variations.
1.4INFORMATIONAL SUBMITTALS
A. Qualification Data: Include lists of completed projects
with project names and addresses, names and
addresses of architects and owners, and
other information specified.
B. Product Certificates: Prepare written statements on
manufacturer's letterhead certifying that product
complies with requirements in the Contract
Documents.
SECTION 014000 - QUALITY REQUIREMENTS
1.1 SECTION REQUIREMENTS
A. Testing and inspecting services are required to verify
compliance with requirements specified or indicated.
These services do not relieve Contractor of
responsibility for compliance with the Contract
Document requirements.
1. Testing and inspecting services shall be performed
by independent testing agencies.
B. Referenced Standards: If compliance with two or more
standards is specified and the standards establish
different or conflicting requirements, comply
with the most stringent requirement. Refer
uncertainties to Architect for a decision.
C. Minimum Quantity or Quality Levels: The quantity or
quality level shown or specified shall be the minimum.
The actual installation may exceed the minimum
within reasonable limits. Indicated numeric
values are minimum or maximum, as appropriate, for the
context of requirements. Refer uncertainties to
Architect for a decision.
D. Test and Inspection Reports: Prepare and submit
certified written reports specified in other Sections.
Include the following:
1. Date of issue.
2. Project title and number.
3. Name, address, and telephone number of testing
agency.
4. Dates and locations of samples and tests or
inspections.
5. Record of temperature and weather conditions at
time of sample taking and testing and
inspecting.
6. Names of individuals making tests and inspections.
7. Description of the Work and test and inspection
method.
8. Complete test or inspection data, test and inspection
results, an interpretation of test results, and
comments or professional opinion on
whether tested or inspected Work complies with the
Contract Document requirements.
9. Name and signature of laboratory inspector.
10.Recommendations on retesting and reinspecting.
E. Permits, Licenses, and Certificates: For Owner's
records, submit copies of permits, licenses,
certifications, inspection reports, notices,
receipts for fee payments, and similar documents,
established for compliance with standards and regulations
bearing on performance of the Work.
F. Testing Agency Qualifications: An independent agency
with the experience and capability to conduct testing
and inspecting indicated; and where required by
authorities having jurisdiction, that is
acceptable to authorities.
G. Retesting/Reinspecting: Regardless of whether
original tests or inspections were Contractor's
responsibility, provide quality-control
services, including retesting and reinspecting, for
construction that replaced Work that failed to comply with the
Contract Documents.
H. Testing Agency Responsibilities: Cooperate with
Architect and Contractor in performance of duties.
Provide qualified personnel to perform required
tests and inspections.
1. Promptly notify Architect and Contractor of
irregularities or deficiencies in the
Work observed during performance of its
services.
2. Do not release, revoke, alter, or increase
requirements of the Contract
Documents or approve or accept any portion of
the Work.
3. Do not perform any duties of Contractor.
I. Associated Services: Cooperate with testing agencies
and provide reasonable auxiliary services as requested.
Provide the following:
1. Access to the Work.
2. Incidental labor and facilities necessary to facilitate
tests and inspections.
3. Adequate quantities of representative samples of
materials that require testing and inspecting.
Assist agency in obtaining
samples.
4. Facilities for storage and field curing of test
samples.
5. Security and protection for samples and for testing
and inspecting equipment.
J. Coordination: Coordinate sequence of activities to
accommodate required quality-assurance and -control
services with a minimum of delay and to avoid necessity
of removing and replacing
construction to accommodate testing and inspecting.
1. Schedule times for tests, inspections, obtaining
samples, and similar activities.
SECTION 014200 - REFERENCES
1.1 GENERAL REQUIREMENTS
A. Publication Dates: Comply with standards in effect as
of date of
the Contract Documents unless otherwise indicated.
B. Abbreviations and Acronyms:
1. Industry Organizations: Where abbreviations and
acronyms are used in Specifications or other
Contract Documents, they shall
mean the recognized name of entities indicated in
Thomson Gale's “Encyclopedia of
Associations” or in Columbia Books'
“National Trade & Professional Associations of the
U.S.”
2. Code Agencies: Where abbreviations and acronyms
are used in Specifications or other Contract
Documents, they shall mean the recognized
name of the entities in the following list:
APMO International Association of Plumbing and
Mechanical Officials
ICC International Code Council
ICC-ES ICC Evaluation Service, Inc.
UBC Uniform Building Code
3. Federal Government Agencies: Where abbreviations
and
acronyms are used in Specifications or other
Contract
Documents, they shall mean the recognized name of
the
entities in the following list:
CE Army Corps of Engineers
CPSC Consumer Product Safety Commission
DOC Department of Commerce
DOD Department of Defense
DOE Department of Energy
EPA Environmental Protection Agency
FAA Federal Aviation Administration
FCC Federal Communications Commission
FDA Food and Drug Administration
GSA General Services Administration
HUD Department of Housing and Urban
Development
LBL Lawrence Berkeley National Laboratory
NCHRP National Cooperative Highway Research
Program
NIST National Institute of Standards and
Technology
OSHA Occupational Safety & Health
Administration
PBS Public Buildings Service
PHS Office of Public Health and Science
RUS Rural Utilities Service
SD State Department
TRB Transportation Research Board
USDA Department of Agriculture
USPS Postal Service
4. Standards and Regulations: Where abbreviations
and acronyms are used in Specifications
or other Contract
Documents, they shall mean the recognized name of
the
standards and regulations in the following list:
ADAAG Americans with Disabilities Act (ADA)
Architectural Barriers Act (ABA)
Accessibility Guidelines for Buildings and
Facilities
Available from U.S. Access Board
UFAS Uniform Federal Accessibility Standards
Available from Access Board
SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS
A. Use Charges: Installation and removal of and use
charges for temporary facilities shall be included in
the Contract Sum unless otherwise indicated.
B. Water and Electric Power: Available from Owner's
existing system without metering and without payment
of use charges, unless otherwise indicated on
Drawings. Provide connections and extensions of
services as required for construction operations.
C. Electric Service: Comply with NECA, NEMA, and UL
standards and regulations for temporary electric service.
Install service to comply with NFPA 70.
D. Accessible Temporary Egress: Comply with applicable
provisions in ICC/ANSI A117.1.
1.2 TEMPORARY FACILITIES
A. Provide field offices, storage and fabrication sheds, and
other support facilities as necessary for construction
operations. Store combustible materials apart from
building.
1.3 EQUIPMENT
A. Fire Extinguishers: Portable, UL rated; with class and
extinguishing agent as required by locations and
classes of fire exposures.
B. HVAC Equipment: Unless Owner authorizes use of
permanent HVAC system, provide vented,
self-contained, liquid-propane-gas or fuel-oil
heaters with individual space thermostatic control.
1. Use of gasoline-burning space heaters, open-flame
heaters, or salamander-type heating units is
prohibited.
2. Heating Units: Listed and labeled for type of fuel
being consumed, by a testing agency acceptable to
authorities having jurisdiction, and marked for
intended use.
3. Permanent HVAC System: If Owner authorizes use
of permanent HVAC system for temporary use
during construction, provide filter with MERV
of 8 at each return-air grille in system
and remove at end of construction.
1.4 TEMPORARY UTILITY INSTALLATION
A. General: Install temporary service or connect to
existing service.
1. Arrange with utility company, Owner, and existing
users for time when service can be interrupted, if
necessary, to make connections for
temporary services.
B. Sanitary Facilities: Use of Owner's existing toilet
facilities will be permitted, as long as facilities are
cleaned and maintained in a condition
acceptable to Owner. At Substantial Completion, restore
these facilities to condition existing before initial use.
C. Heating and Cooling: Provide temporary heating and
cooling required for curing or drying of completed
installations or for protecting installed construction
from adverse effects of low temperatures or
high humidity. Select equipment that will not
have a harmful effect on completed installations or
elements being installed.
D. Provide temporary lighting with local switching that
provides adequate illumination for construction
operations, observations and inspections.
1.5 SUPPORT FACILITIES INSTALLATION
A. Install project identification and other signs in locations
approved by Owner to inform the public and persons
seeking entrance to Project.
B. Waste Disposal Facilities: Provide waste-collection
containers in sizes adequate to handle waste from
construction operations. Comply with
requirements of authorities having jurisdiction.
SECTION 016000 - PRODUCT REQUIREMENTS
A. The term "product" includes the terms "material,"
"equipment," "system," and terms of similar intent.
B. Comparable Product Requests:
1. Submit request for consideration of each
comparable product. Do not submit unapproved
products on Shop Drawings or other
submittals.
2. Identify product to be replaced and show compliance
with requirements for comparable product
requests. Include a detailed comparison of
significant qualities of proposed
substitution with those of the Work specified.
3. Architect will review the proposed product and notify
Contractor of its acceptance or rejection.
C. Basis-of-Design Product Specification Submittal: Show
compliance with requirements.
D. Compatibility of Options: If Contractor is given option of
selecting between two or more products, select product
compatible with products previously selected.
E. Deliver, store, and handle products using means and
methods that will prevent damage, deterioration, and
loss, including theft. Comply with manufacturer's
written instructions.
1. Schedule delivery to minimize long-term storage at
Project site and to prevent overcrowding of
construction spaces.
2. Deliver products to Project site in manufacturer's
original sealed container or packaging, complete
with labels and instructions for handling,
storing, unpacking, protecting, and
installing.
3. Inspect products on delivery to ensure compliance
with the Contract Documents and to ensure that
products are undamaged and properly
protected.
4. Store materials in a manner that will not endanger
Project structure.
5. Store products that are subject to damage by the
elements, under cover in a weathertight
enclosure above ground, with ventilation
adequate to prevent condensation.
F. Warranties specified in other Sections shall be in
addition to, and run concurrent with, other warranties
required by the Contract Documents.
Manufacturer's disclaimers and limitations on
product warranties do not relieve Contractor of obligations
under requirements of the Contract Documents.
1.2PRODUCT SELECTION PROCEDURES
A. Provide products that comply with the Contract
Documents, are undamaged, and are new at the time
of installation.
1. Provide products complete with accessories, trim,
finish, and other devices and components
needed for a complete installation and
the intended use and effect.
2. Descriptive, performance, and reference standard
requirements in the Specifications
establish salient characteristics of
products.
B. Product Selection Procedures:
1. Where Specifications name a single manufacturer
and product, provide the named product that
complies with requirements.
2. Where Specifications name a single manufacturer
or source, provide a product by the named
manufacturer or source that complies
with requirements.
3. Where Specifications include a list of names of both
available manufacturers and products,
provide one of the products listed, or an
unnamed product, that complies with
requirements. Comply with requirements for "comparable
product requests" for consideration of an
unnamed product.
4. Where Specifications include a list of manufacturers'
names, provide a product by one of the manufacturers
listed that complies with requirements.
Comparable products or
substitutions for Contractor's convenience will be considered.
5. Where Specifications include a list of available
manufacturers, provide a product by one of
the manufacturers listed, or a product by
an unnamed manufacturer, that complies
with requirements. Comply with
requirements for "comparable product requests" for
consideration of an unnamed manufacturer's
product.
6. Where Specifications name a single product, or
refer to a product indicated on Drawings, provide
the named product. Comply with provisions
for "comparable product requests" for
consideration of an unnamed product by another
manufacturer.
C. Where Specifications require "match Architect's
sample," provide a product that complies with
requirements and matches Architect's
sample. Architect's decision will be final on whether a
proposed product matches.
D. Unless otherwise indicated, Architect will select color,
gloss, pattern, density, or texture from
manufacturer's product line that includes both
standard and premium items.
SECTION 017000 - EXECUTION AND CLOSEOUT
REQUIREMENTS
1.1 CLOSEOUT SUBMITTALS
A. Record Drawings: Maintain a set of prints of the
Contract Drawings as record Drawings. Mark to show
actual installation where installation varies from that
shown originally.
1. Identify and date each record Drawing; include the
designation "PROJECT RECORD DRAWING" in a
prominent location.
B. Operation and Maintenance Data: Submit one copy of
manual. Organize data into three-ring binders with
identification on front and spine of each binder, and
envelopes for folded drawings. Include the
following:
1. Manufacturer's operation and maintenance
documentation.
2. Maintenance and service schedules.
3. Maintenance service contracts.
4. Emergency instructions.
5. Spare parts list.
6. Wiring diagrams.
7. Copies of warranties.
1.2 CLOSEOUT PROCEDURES
A. Substantial Completion: Before requesting Substantial
Completion inspection, complete the following:
1. Prepare a list of items to be completed and
corrected (punch list), the value of items on the list,
and reasons why the Work is not complete.
2. Advise Owner of pending insurance changeover
requirements.
3. Submit specific warranties, maintenance service
agreements, and similar documents.
4. Obtain and submit releases permitting Owner
unrestricted use of the Work and access to services
and utilities. Include occupancy permits,
operating certificates, and similar releases.
5. Submit record Drawings, operation and
maintenance manuals, and similar final
record information.
6. Deliver tools, spare parts, extra materials, and
similar items.
7. Make final changeover of permanent locks and
deliver keys to Owner.
8. Complete startup testing of systems.
9. Remove temporary facilities and controls.
10. Submit changeover information related to Owner's
occupancy, use, operation, and maintenance.
11. Complete final cleaning requirements, including
touchup painting.
12. Touch up and otherwise repair and restore marred
exposed finishes to eliminate visual defects.
B. Submit a written request for inspection for Substantial
Completion. On receipt of request, Architect will
proceed with inspection or advise
Contractor of unfulfilled requirements. Architect will
prepare the Certificate of Substantial Completion after
inspection or will advise Contractor of items that must be
completed or corrected before certificate will be
issued.
C. Request inspection for Final Completion, once the
following are complete:
1. Submit a copy of Substantial Completion inspection
list stating that each item has been completed or
otherwise resolved for acceptance.
2. Instruct Owner's personnel in operation,
adjustment, and maintenance of products,
equipment, and systems.
D. Request reinspection when the Work identified in
previous inspections as incomplete is completed or
corrected.
E. Submit a written request for final inspection for
acceptance. On receipt of request, Architect will
proceed with inspection or advise Contractor of
unfulfilled requirements. Architect will prepare final
Certificate for Payment after inspection or will advise
Contractor of items that must be completed or corrected
before certificate will be issued.
1.3EXAMINATION AND PREPARATION
A. Before proceeding with each component of the Work,
examine substrates, areas, and conditions, with
Installer or Applicator present where
indicated, for compliance with requirements for
installation tolerances and other conditions affecting
performance.
1. Verify compatibility with and suitability of substrates.
2. Examine roughing-in for mechanical and electrical
systems.
3. Examine walls, floors, and roofs for suitable
conditions.
B. Proceed with installation only after unsatisfactory
conditions have been corrected.
C. Take field measurements as required to fit the Work
properly. Where portions of the Work are indicated
to fit to other construction, verify dimensions of
other construction by field measurements
before fabrication.
D. Verify space requirements and dimensions of items
shown diagrammatically on Drawings.
1.4INSTALLATION
A. Locate the Work and components of the Work
accurately, in correct alignment and elevation, as
indicated. Make vertical work plumb and make
horizontal work level.
1. Make joints of uniform width. Where joint locations
in exposed work are not indicated, arrange joints for
the best visual effect. Fit exposed connections to
form hairline joints.
2. Conceal pipes, ducts, and wiring in finished areas
unless otherwise indicated.
3. Maintain minimum headroom clearance of 96 inches
(2440 mm) in occupied spaces and 90 inches (2300
mm) in unoccupied spaces.
B. Comply with manufacturer's written instructions and
recommendations.
C. Conduct construction operations so no part of the Work
is subjected to damaging operations or loading in
excess of that expected during normal conditions of
occupancy.
D. Use products, cleaners, and installation materials that
are not considered hazardous.
E. Provide blocking and attachment plates and anchors
and fasteners of adequate size and number to securely
anchor each component in place. Obtain and
distribute to the parties involved templates for
work specified to be factory prepared and field installed.
1.5 CUTTING AND PATCHING
A. Provide temporary support of work to be cut. Do not
cut structural members or operational elements without
prior written approval of Architect.
B. Where existing services/systems are required to be
removed, relocated, or abandoned, bypass such
services/systems before cutting to prevent
interruption to occupied areas.
C. Patch with durable seams that are as invisible as
possible. Provide materials and comply with installation
requirements specified in other Sections.
1. Restore exposed finishes of patched areas and
extend finish restoration into adjoining
construction in a manner that will
minimize evidence of patching and refinishing.
2. Where patching occurs in a painted surface, prepare
substrate and apply primer and intermediate paint
coats appropriate for substrate over the patch, and
apply final paint coat over entire unbroken
surface containing the patch. Provide additional
coats until patch blends with adjacent surfaces.
SECTION 011000 - SUMMARY
1.1PROJECT INFORMATION
A. Project: Waddell & Reed, ADA Restroom Renovations,
6320 Lamar - Architect's Project # 2010357.000.
1. Project Location: 6320 Lamar, Overland Park, KS.
B. Owner: William Corbett, Director of Facilities, Waddell &
Reed, Inc., 6300 Lamar, Overland Park, KS 66202,
913/236-1904 direct 913/236-1401 f
C. Architect: Rees Masilionis Turley Architecture, LLC.
D. Contractor: T.B.D.
E. The Work consists of typical interior office construction /
remodel - ADA restroom renovation.
F. Work Under Separate Contracts:
1. As indicated on Drawings.
G. Owner-Furnished Items: The following products will be
furnished by Owner and shall be installed by
Contractor as part of the Work:
1. As indicated on Drawings.
1.2 WORK RESTRICTIONS
A. Contractor's Use of Premises: During construction,
Contractor will have full use of area indicated.
Contractor's use of premises is
limited only by Owner's right to perform
work or employ other contractors on portions of Project
and as indicated on Drawings.
1. Owner will occupy premises during construction. Perform
construction only during normal working hours 8
AM to 5 PM Monday thru Friday, other than
holidays), unless otherwise agreed to
in advance by Owner. Clean up work areas and
return to usable condition at the end of each work
period.
2. Driveways, Walkways, and Entrances: Keep driveways,
parking garages, loading areas, and entrances
serving premises clear and available to
Owner, Owner's employees, and
emergency vehicles at all times. Do not use these areas
for parking or storage of materials.
B. Nonsmoking Building: Smoking is not permitted within the
building or within 25 feet (8 m) of entrances,
operable windows, or outdoor-air intakes.
SECTION 012000 - PRICE AND PAYMENT PROCEDURES
1.1 ALLOWANCES
A. Allowance shall include cost to Contractor of specific
products and materials ordered by Owner or selected by
Architect under allowance and shall include
freight and delivery to Project site.
B. Unless otherwise indicated, Contractor's costs for
receiving and handling at Project site, labor, installation,
overhead and profit, and similar costs
related to products and materials under
allowance shall be included as part of the Contract Sum and
not part of the allowance.
C. Obtain a minimum of two proposals for each allowance
and submit to Architect, in the form specified for Change
Orders, with recommendations. Purchase
products selected by Architect.
D. Advise Architect of the date when selection and
purchase of each product or system described by an
allowance must be completed to avoid delaying the
Work.
E. Submit invoices to show cost and actual quantities of
materials delivered.
1.2UNIT PRICES
A. Unit price is an amount incorporated in the Agreement,
applicable during the duration of the Work as a price per
unit of measurement for materials, equipment, or
services, or a portion of the Work, added to
or deducted from the Contract Sum by appropriate
modification, if the scope of Work or estimated quantities
of Work required by the Contract Documents are
increased or decreased.
B. Unit prices include all necessary material, plus cost for
delivery, installation, insurance, applicable taxes,
overhead, and profit.
1.3 ALTERNATES
A. Alternate: An amount proposed by bidders and stated
on the Bid Form for certain work defined in the bidding
requirements that may be added to or deducted
from the Base Bid amount if Owner decides to
accept a corresponding change either in the amount of
construction to be completed or in the products, materials,
equipment, systems, or installation methods
described in the Contract Documents.
1. Alternates described in this Section are part of the
Work only if enumerated in the Agreement.
2. The cost or credit for each alternate is the net
addition to or deduction from the Contract
Sum to incorporate alternate into the
Work. No other adjustments are made to the
Contract Sum.
1.4 SUBSTITUTION PROCEDURES
A. Substitutions include changes in products, materials,
equipment, and methods of construction from those
required by the Contract Documents and proposed by
Contractor after award of the Contract.
1. Substitution Request Form: Use CSI Form 13.1A.
2. Submit three copies of each request for product
substitution.
3. Submit requests within 15 days after the Notice to
Proceed.
4. Do not submit unapproved substitutions on Shop
Drawings or other submittals.
5. Identify product to be replaced and show compliance
with requirements for substitutions. Include a
detailed comparison of significant qualities
of proposed substitution with those of the
Work specified, a list of changes needed to other parts of the
Work required to accommodate proposed
substitution, and any proposed changes in
the Contract Sum or the Contract Time
should the substitution be accepted.
6. Architect will review the proposed substitution and
notify Contractor of its acceptance or rejection.
1.5 CONTRACT MODIFICATION PROCEDURES
A. Architect will issue supplemental instructions
authorizing minor changes in the Work, not involving
adjustment to the Contract Sum or the Contract
Time.
B. Owner-Initiated Proposal Requests: Architect will issue
a detailed description of proposed changes in the Work.
1. Proposal Requests are not instructions either to
stop work in progress or to execute the
proposed change.
2. Within time specified in Proposal Request after
receipt of Proposal Request, submit a
quotation estimating cost
adjustments to the Contract Sum and the Contract Time.
C. Contractor-Initiated Proposals: If latent or changed
conditions require modifications to the Contract,
Contractor may initiate a claim by submitting a
request for a change to Architect.
D. On Owner's approval of a Proposal Request, Contractor
will issue a Change Order for signatures of Owner and
Contractor on AIA Document G701, for all
changes to the Contract Sum or the Contract
Time.
E. Architect may issue a Construction Change Directive on
AIA Document G714. Construction Change Directive
instructs Contractor to proceed with a change in the
Work, for subsequent inclusion in a Change Order.
1. Construction Change Directive contains a complete
description of change in the Work. It also
designates method to be followed to
determine change in the Contract
Sum or the Contract Time.
SECTION 012000 - PRICE AND PAYMENT PROCEDURES
(continued)
F. Documentation: Maintain detailed records on a time
and material basis of work required by the Construction
Change Directive. After completion of change, submit
an itemized account and supporting data necessary
to substantiate cost and time adjustments to the
Contract.
1.6PAYMENT PROCEDURES
A. Submit a Schedule of Values at least seven days before
the initial Application for Payment. Break down the
Contract Sum into at least one line item for
each Specification Section in the Project
Manual table of contents. Coordinate the schedule of values
with Contractor's construction schedule.
1. Arrange schedule of values consistent with format
of AIA Document G703.
2. Round amounts to nearest whole dollar; total shall
equal the Contract Sum.
3. Provide separate line items in the schedule of
values for initial cost of materials and for total
installed value of that part of the Work.
B. Application for Payment Forms: Use AIA Document
G702 and AIA Document G703 as form for Applications
for Payment.
C. Submit three copies of each application for payment
according to the schedule established in
Owner/Contractor Agreement.
1. With each Application for Payment, submit waivers
of mechanic's liens from subcontractors,
sub-subcontractors, and suppliers for
construction period covered by the
previous application.
2. Submit final Application for Payment with or
preceded by conditional final waivers from every
entity involved with performance of
the Work covered by the application who is
lawfully entitled to a lien.
a. Include insurance certificates, proof that taxes,
fees, and similar obligations were paid, and
evidence that claims have been
settled.
b. Submit final meter readings for utilities, a record
of stored fuel, and similar data as of the date of
Substantial Completion or when
Owner took possession of and assumed
responsibility for corresponding elements of the Work.
1.7 SCHEDULE OF ALLOWANCES
A. As indicated on Drawings.
1.8 SCHEDULE OF UNIT PRICES
1.9 SCHEDULE OF ALTERNATES
SECTION 013000 - ADMINISTRATIVE REQUIREMENTS
(continued)
1.5DELEGATED DESIGN SERVICES
A. Performance and Design Criteria: Where professional
design services or certifications by a design
professional are specifically required of Contractor
by the Contract Documents, provide products
and systems complying with specific performance and
design criteria indicated.
1. If criteria indicated are not sufficient to perform
services or certification required, submit
a written request for additional information to
Architect.
B. Delegated-Design Submittal: In addition to Shop
Drawings, Product Data, and other required
submittals, submit three copies of a statement,
signed and sealed by the responsible design
professional, for each product and system specifically
assigned to Contractor to be designed or certified by a
design professional.
1. Indicate that products and systems comply with
performance and design criteria in the
Contract Documents. Include list of codes,
loads, and other factors used in
performing these services.
1.6 CONTRACTOR'S CONSTRUCTION SCHEDULE
A. Gantt-Chart Schedule: Submit a comprehensive, fully
developed, horizontal Gantt-chart-type schedule
within 15 days of date established for the
Notice to Proceed.
B. Preparation: Indicate each significant construction
activity separately. Identify first workday of each
week with a continuous vertical line.
1.7 SUBMITTAL REVIEW
A. Review each submittal and check for coordination with
other Work of the Contract and for compliance with
the Contract Documents. Note corrections and
field dimensions. Mark with approval stamp before
submitting to Architect.
B. Architect will review each action submittal, make
marks to indicate corrections or modifications
required, will stamp each submittal with an action
stamp and will mark stamp appropriately to indicate
action.
C. Submittals not required by the Contract Documents
may not be reviewed and may be discarded.
1.8 CONTRACTOR'S CONSTRUCTION SCHEDULE
A. Updating: At regular intervals, update schedule to
reflect actual construction progress and activities.
Issue schedule two days before each regularly
scheduled progress meeting.
1. As the Work progresses, indicate Actual Completion
percentage for each activity.
B. Distribute copies of approved schedule to Owner,
Architect, subcontractors, testing and
inspecting agencies, and parties identified
by Contractor with a need-to-know schedule
responsibility. When revisions are made, distribute
updated schedules to the same parties.
SECTION 014000 - QUALITY REQUIREMENTS (continued)
K. Special Tests and Inspections: Engage a qualified
special inspector to conduct special tests and
inspections required by authorities having
jurisdiction.
SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS
(continued)
C. Use of Owner's existing elevators will be permitted,
provided elevators are cleaned and maintained in a
condition acceptable to Owner. Provide protective
coverings, barriers, devices, signs, or other procedures
to protect elevator car and entrance doors and
frame. At Substantial Completion, restore elevators to
condition existing before initial use, including replacing
worn cables, guide shoes, and similar items of limited
life.
1.6 SECURITY AND PROTECTION FACILITIES INSTALLATION
A. Provide protection, operate temporary facilities, and
conduct construction as required to comply with
environmental regulations and that minimize
possible air, waterway, and subsoil
contamination or pollution or other undesirable effects.
B. Provide temporary enclosures for protection of
construction, in progress and completed, from
exposure, foul weather, other construction
operations, and similar activities.
C. Provide floor-to-ceiling dustproof partitions to limit
dust and dirt migration and to separate areas occupied
by Owner and tenants from fumes and noise.
D. Install and maintain temporary fire-protection facilities.
Comply with NFPA 241.
1.7 OPERATION, TERMINATION, AND REMOVAL
A. Supervision: Enforce strict discipline in use of
temporary facilities. To minimize waste and abuse, limit
availability of temporary facilities to essential
and intended uses.
B. Remove each temporary facility when need for its
service has ended, when it has been replaced by
authorized use of a permanent facility, or
no later than Substantial Completion.
SECTION 017000 - EXECUTION AND CLOSEOUT
REQUIREMENTS (continued)
1.6 CLEANING
A. Clean Project site and work areas daily, including
common areas. Dispose of materials lawfully.
1. Remove liquid spills promptly.
2. Where dust would impair proper execution of the
Work, broom-clean or vacuum the entire work
area, as appropriate.
3. Remove debris from concealed spaces before
enclosing the space.
B. Complete the following cleaning operations before
requesting inspection for certification of Substantial
Completion:
1. Remove labels that are not permanent.
2. Clean transparent materials, including mirrors.
Remove excess glazing compounds. Replace
chipped or broken glass.
3. Clean exposed finishes to a dust-free condition, free
of stains, films, and foreign substances. Sweep
concrete floors broom clean.
4. Vacuum carpeted surfaces and wax resilient
flooring.
5. Wipe surfaces of mechanical and electrical
equipment. Remove excess lubrication. Clean
plumbing fixtures. Clean light fixtures,
lamps, globes, and reflectors.
6. Clean Project site, yard, and grounds, in areas
disturbed by construction activities. Sweep paved
areas; remove stains, spills, and foreign
deposits. Rake grounds to a smooth,
even-textured surface.
1.7DEMONSTRATION AND TRAINING
A. Engage qualified instructors to instruct Owner's
personnel to adjust, operate, and maintain systems,
subsystems, and equipment not part of a
system. Include a detailed review of the following:
1. Include instruction for basis of system design and
operational requirements, review of documentation,
emergency procedures, operations,
adjustments, troubleshooting,
maintenance, and repairs.
SECTION 024119 - SELECTIVE STRUCTURE DEMOLITION
A. Items indicated to be removed and salvaged remain
Owner's property. Carefully detach from existing
construction, in a manner to prevent damage, and
deliver to Owner ready for reuse. Include fasteners
or brackets needed for reattachment elsewhere.
B. Comply with EPA regulations and hauling and disposal
regulations of authorities having jurisdiction. Comply with
ANSI A10.6 and NFPA 241.
C. Owner will occupy portions of building immediately
adjacent to selective demolition area. Conduct
selective demolition so Owner's operations will
not be disrupted.
D. It is not expected that hazardous materials will be
encountered in the Work. If materials suspected of
containing hazardous materials are encountered, do
not disturb; immediately notify Architect and
Owner. Hazardous materials will be removed by
Owner under a separate contract.
1.2DEFINITIONS
A. Remove: Detach items from existing construction and
legally dispose of them off-site, unless indicated to
be removed and salvaged or removed and
reinstalled.
B. Remove and Salvage: Detach items from existing
construction and deliver them to Owner ready for reuse.
C. Remove and Reinstall: Detach items from existing
construction, prepare them for reuse, and reinstall them
where indicated.
D. Existing to Remain: Existing items of construction that
are not to be removed and that are not otherwise
indicated to be removed, removed and salvaged,
or removed and reinstalled.
1.3DEMOLITION
A. Requirements for Building Reuse:
1. Maintain existing building structure (including
structural floor and roof decking) and envelope
(exterior skin and framing, excluding
window assemblies and nonstructural roofing
material) not indicated to be demolished; do not
demolish such existing construction beyond indicated
limits.
2. Maintain existing interior nonstructural elements
(interior walls, doors, floor coverings, and ceiling
systems) not indicated to be demolished; do
not demolish such existing construction
beyond indicated limits.
B. Maintain services/systems indicated to remain and
protect them against damage during selective
demolition operations. Before proceeding with
demolition, provide temporary services/systems that
bypass area of selective demolition and that maintain
continuity of services/systems to other parts of the
building.
C. Locate, identify, shut off, disconnect, and seal or cap off
indicated utility services and mechanical/electrical
systems serving areas to be selectively demolished.
D. Provide temporary barricades and other protection
required to prevent injury to people and damage to
adjacent buildings and facilities to remain.
E. Provide and maintain shoring, bracing, and structural
supports as required to preserve stability and prevent
movement, settlement, or collapse of construction
and finishes to remain, and to prevent unexpected or
uncontrolled movement or collapse of construction
being demolished.
F. Provide temporary weather protection as required to
prevent water leakage and damage to structure and
interior areas.
G. Protect walls, ceilings, floors, and other existing finish
work that are to remain. Erect and maintain dustproof
partitions. Cover and protect furniture, furnishings, and
equipment that have not been removed.
H. Neatly cut openings and holes plumb, square, and true
to dimensions required. Use cutting methods least
likely to damage construction to remain or adjoining
construction.
I. Promptly remove demolition waste materials from
Project site and legally dispose of them. Do not burn
demolished materials.
J. Clean adjacent structures and improvements of dust,
dirt, and debris caused by demolition operations.
Return adjacent areas to condition existing before
demolition operations began.
SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY
A. Submittals: ICC-ES evaluation reports for treated
wood.
1.2 WOOD PRODUCTS, GENERAL
A. Lumber: Provide dressed lumber, S4S, marked with
grade stamp of inspection agency.
1.3 TREATED MATERIALS
A. Preservative-Treated Materials: AWPA C2.
1. Use treatment containing no arsenic or chromium.
2. Kiln-dry lumber after treatment to a maximum
moisture content of 19 percent.
3. Mark lumber with treatment quality mark of an
inspection agency approved by the ALSC Board
of Review.
B. Provide preservative-treated materials for items
indicated on Drawings, and the following:
1. Wood members in connection with roofing, flashing,
vapor barriers, and waterproofing.
2. Concealed members in contact with masonry or
concrete.
3. Wood framing members that are less than 18 inches
(460 mm) above the ground.
C. Fire-Retardant-Treated Materials: Comply with
performance requirements in AWPA C20.
1. Use Interior Type A, High Temperature (HT) where
indicated.
2. Use Interior Type A unless otherwise indicated.
3. Identify with appropriate classification marking of a
testing and inspecting agency acceptable to
authorities having jurisdiction.
D. Provide fire-retardant treated materials for all
miscellaneous rough carpentry, unless
otherwise indicated on Drawings.
1.4LUMBER
A. Dimension Lumber:
1. Maximum Moisture Content: 15 percent.
2. Miscellaneous Framing: Construction or No. 2:
Hem-fir (north): NLGA; Southern pine: SPIB;
Douglas fir-larch: WCLIB, or WWPA;
Spruce-pine-fir: NLGA; Douglas fir south: WWPA;
Hem-fir: WCLIB, or WWPA; Douglas fir-larch (north):
NLGA; or Spruce-pine-fir (south): NeLMA, WCLIB,
or WWPA.
B. Miscellaneous Lumber: Construction, or No. 2 grade
with 15 percent maximum moisture content of any
species. Provide for nailers, blocking, and
similar members.
1.5PLYWOOD BACKING PANELS
A. Telephone and Electrical Equipment Backing Panels:
Plywood, fire-retardant treated, not less than 3/4-inch
(19-mm) nominal thickness.
1.6FASTENERS
A. Fasteners: Size and type indicated. Where rough
carpentry is exposed to weather, in ground contact, or
in area of high relative humidity, provide
fasteners with hot-dip zinc coating complying with
ASTM A 153/A 153M.
1. Power-Driven Fasteners: CABO NER-272.
1.7INSTALLATION
A. Set miscellaneous rough carpentry to required levels
and lines, with members plumb, true to line, cut, and
fitted. Locate nailers, blocking, and similar
supports to comply with requirements for
attaching other construction.
B. Securely attach miscellaneous rough carpentry to
substrates, complying with the following:
1. CABO NER-272 for power-driven fasteners.
2. Table 2304.9.1, "Fastening Schedule," in the IBC.
SECTION 064023 - INTERIOR ARCHITECTURAL WOODWORK
A. Submittals: Product Data for solid-surfacing materials,
Shop Drawings and Samples showing the full range of
colors, textures, and patterns available for each type of
finish.
B. Quality Standard: Architectural Woodwork Institute's
"Architectural Woodwork Quality Standards."
C. Environmental Limitations: Do not deliver or install
woodwork until building is enclosed, wet work is
completed, and HVAC system is operating.
1.2MATERIALS
A. Hardboard: AHA A135.4.
B. Medium-Density Fiberboard: ANSI A208.2, Grade 130.
C. Particleboard: ANSI A208.1, Grade M-2.
D. Softwood Plywood: DOC PS 1.
E. Hardwood Plywood and Face Veneers: HPVA HP-1.
F. Thermoset Decorative Panels: Comply with LMA SAT -
1.
G. High-Pressure Decorative Laminate: NEMA LD 3.
1. Products:
a. As indicated on Drawings.
H. Solid-Surfacing Material: Homogeneous solid sheets of
filled plastic resin complying with ISSFA-2.
1. Products:
a. As indicated on Drawings.
1.3 CABINET HARDWARE AND ACCESSORY MATERIALS
A. Butt Hinges: 2-3/4-inch (70-mm), 5-knuckle steel
hinges made from 0.095-inch- (2.4-mm-) thick metal,
and as follows:
1. Semiconcealed Hinges for Flush Doors: BHMA
A156.9, B01361.
2. Semiconcealed Hinges for Overlay Doors: BHMA
A156.9, B01521.
B. Frameless Concealed Hinges (European Type): BHMA
A156.9, B01602, 100 degrees of opening.
C. Wire Pulls: Back mounted, solid metal, 4 inches (100
mm) long, 5/16 inch (8 mm) in diameter.
D. Catches: Magnetic catches, BHMA A156.9, B03141.
E. Adjustable Shelf Standards and Supports: BHMA
A156.9, B04071; with shelf rests, B04081.
F. Drawer Slides: BHMA A156.9, B05091.
1. Box Drawer Slides: Grade 1HD-100.
2. File Drawer Slides: Grade 1HD-200.
3. Pencil Drawer Slides: Grade 1.
4. Keyboard Slides: Grade 1HD-100.
5. Trash Bin Slides: Grade 1HD-200.
G. Drawer Locks: BHMA A156.11, E07041.
H. Grommets for Cable Passage through Countertops:
2-inch (51-mm) OD, molded-plastic grommets and
matching plastic caps with slot for wire passage.
I. Exposed Hardware Finishes: Comply with BHMA
A156.18 for BHMA code number indicated.
1. Finish: As indicated on Drawings.
J. Furring, Blocking, Shims, and Hanging Strips:
Fire-retardant-treated lumber, kiln dried to 15
percent moisture content.
SECTION 064023 - INTERIOR ARCHITECTURAL WOODWORK
(continued)
1.4INTERIOR WOODWORK
A. Complete fabrication to maximum extent possible
before shipment to Project site. Disassemble
components only as necessary for shipment
and installation. Where necessary for fitting at site,
provide ample allowance for scribing, trimming, and
fitting.
B. Backout or groove backs of flat trim members and kerf
backs of other wide, flat members, except for members
with ends exposed in finished work.
C. Interior Standing and Running Trim for Transparent
Finish: Premium grade, made from species as
indicated on Drawings.
D. Interior Standing and Running Trim for Opaque Finish:
Premium grade, made from any closed-grain hardwood.
E. Flush Wood Paneling for Transparent Finish: Premium
grade.
1. Wood Species: As indicated on Drawings.
2. Matching of Adjacent Veneer Leaves: Book match,
unless otherwise indicated on Drawings.
3. Veneer Matching within Panel Face: Center-balance
match, unless otherwise indicated on Drawings.
4. Panel Matching: Match panels within each area by
using sequence-matched, uniform size-sets, unless
F. Interior Ornamental Work for Transparent Finish:
Premium grade, made from species as indicated on
Drawings.
G. Interior Ornamental Work for Opaque Finish: Premium
grade, made from any closed-grain hardwood.
H. Wood Cabinets for Transparent Finish: Premium grade.
1. AWI Type of Cabinet Construction: Flush overlay,
unless otherwise indicated on drawings.
2. Wood Species and Cut for Exposed Surfaces: As
indicated on Drawings.
3. Grain Direction: As indicated on Drawings.
4. Matching of Veneer Leaves: Book match, unless
match, unless otherwise indicated on Drawings.
6. Semi-exposed Surfaces Other Than Drawer Bodies:
Same species and cut indicated for exposed
surfaces.
7. Drawer Sides and Backs: Solid-hardwood lumber,
same species indicated for exposed surfaces.
8. Drawer Bottoms: Hardwood plywood.
I. Wood Cabinets for Opaque Finish: Premium grade.
unless otherwise indicated on drawings.
2. Wood Species for Exposed Surfaces: Any
closed-grain hardwood.
3. Panel Product for Exposed Surfaces:
Medium-density fiberboard.
match.
5. Semi-exposed Surfaces Other Than Drawer Bodies:
Match materials indicated for exposed surfaces.
6. Drawer Sides and Backs: Solid-hardwood lumber.
7. Drawer Bottoms: Hardwood plywood.
J. Plastic-Laminate Cabinets: Custom grade.
unless otherwise indicated on Drawings.
2. Laminate Cladding: Horizontal surfaces other than
tops, HGS; postformed surfaces, HGP; vertical
surfaces, VGS; Edges, PVC tape, 0.018 inch
(0.460 mm) thick, matching laminate in color,
pattern and finish; semiexposed surfaces, VGS.
3. Drawer Sides and Backs: Thermoset decorative
panels.
4. Drawer Bottoms: Thermoset decorative panels.
K. Plastic-Laminate Countertops: Custom grade.
1. Laminate Grade: HGS for flat countertops, HGP for
post-formed countertops.
2. Edge Treatment: Same as laminate cladding on
horizontal surfaces.
L. Solid-Surfacing Material Countertops: Premium grade.
1. Solid-Surfacing Material Thickness: As indicated on
Drawings.
2. Fabricate tops in one piece with shop-applied
backsplashes and edges.
3. Install integral sink bowls in countertops in shop.
1.5 SHOP FINISHING OF INTERIOR ARCHITECTURAL
WOODWORK
A. Finishes: Same grades as items to be finished.
B. Finish architectural woodwork at the fabrication shop;
defer only final touch up until after installation.
1. Apply one coat of sealer or primer to concealed
surfaces of woodwork. Apply two coats to back of
paneling and to end-grain surfaces.
2. Apply a vinyl wash coat to woodwork made from
closed-grain wood before staining and finishing.
3. After staining, if any, apply paste wood filler to
open-grain woods and wipe off excess. Tint filler to
match stained wood.
C. Transparent and Opaque Finish: AWI finish system
conversion varnish.
1.6INSTALLATION
A. Before installation, condition woodwork to average
prevailing humidity conditions in installation areas.
B. Install woodwork to comply with referenced quality
standard for grade specified.
C. Install woodwork level, plumb, true, and straight. Shim
as required with concealed shims. Install level and plumb
(including tops) to a tolerance of 1/8 inch in 96 inches (3
mm in 2400 mm).
D. Scribe and cut woodwork to fit adjoining work, refinish
cut surfaces, and repair damaged finish at cuts.
E. Anchor woodwork to anchors or blocking built in or
directly attached to substrates. Fasten with
countersunk concealed fasteners and blind
nailing. Use fine finishing nails or finishing
screws for exposed nailing, countersunk and filled flush with
woodwork.
F. Standing and Running Trim: Install with minimum
number of joints possible, using full-length pieces
(from maximum length of lumber available) to
greatest extent possible. Do not use pieces less than
36 inches (900 mm) long, except where shorter
single-length pieces are necessary. Scarf running
joints and stagger in adjacent and related members.
G. Anchor paneling to supports with concealed
panel-hanger clips and by blind nailing on
back-up strips, splined-connection strips, and
similar associated trim and framing.
H. Cabinets: Install so doors and drawers are accurately
aligned. Adjust hardware to center doors and drawers
in openings and to provide unencumbered operation.
1. Fasten wall cabinets through back, near top and
bottom, at ends and not more than 16 inches (400
mm) o.c. with No. 10 wafer-head screws
sized for 1-inch (25-mm) penetration into
wood framing, blocking, or hanging strips.
I. Anchor countertops securely to base units. Seal space
between backsplash and wall.

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