6320 restrooms

PATH OF TRAVEL

ONE-HOUR CONSTRUCTION

TWO-HOUR CONSTRUCTION

THREE-HOUR CONSTRUCTION

FOUR-HOUR CONSTRUCTION

78'-10" PATH OF TRAVEL



73'-

0" P

ATH

OF

TRAV

EL





84'-

5" P

ATH

OF

TRAV

EL

92'-

9" P

ATH

OF

TRAV

EL

60'-7" B

ETWEEN EXITS90'-1" D

IAGONAL

66'-2" BETWEEN EXITS

96'-1" DIAGONAL


84'-

1" D

IAGON

AL


95'-10" DIAGONAL

83' -

5 " B

ET

WEE

N E

XIT S

110' -7" DIAGON

AL

70'-3" BETW

EEN EXITS

131'-4" DIAGONAL


50'-1" PATH OF TRAVELPHASE ONE - RESTROOMS

PHASE TWO - CORE

PHASE THREE - STAIRS

PHASE TWO - CORE

PHASE TWO - CORE

NOT IN PROJECT SCOPEFUTURE TENANT IMPROVEMENT





1 43 8 92 6

B

D

F

E

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A

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14

38

92

6

BDF EG C A

57

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571011

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38

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1011

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UP

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UP

DN

1 14"

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UP DN

SOUTHVESTIBULE

NIC

NORTHVESTIBULE

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SUITE -20EXTERIOR STAIR

NIC

EXTERIOR STAIRNIC

EXTERIOR STAIR

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NIC


NIC

SOUTHWESTCORE STAIR

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NORTHEASTCORE STAIR

NIC

TELENIC

ELECTNIC

MECH

NIC

MAINELECT

NIC

MECHNIC

ELECTNIC

ELECT

NIC

WATERNIC

ELEVATORNIC

TENANTSUITE

100

TENANTSUITE

120

TENANTSUITE

130

TENANTSUITE

140

TENANTSUITE

110

CORRIDORNIC

CORRIDORNIC





SOUTHVESTIBULE

NIC

MENSRESTROOM

102

WOMENSRESTROOM

101

NORTHVESTIBULE

NIC

JANITORIALCLOSET

104

RESTROOMENTRY

103


NIC


NIC


NIC


NIC


NIC

SOUTHWESTCORE STAIR

NIC

NORTHEASTCORE STAIR

NIC

SUITE 110 (OCCUPIED)4535 SQ FT

TELENIC

ELECTNIC

MECH

NIC

MAINELECT

NIC

MECHNIC

ELECTNIC

ELECT

NIC

WATERNIC

ELEVATORNIC

TENANTSUITE

1004040 SQFT

TENANTSUITE

1203827 SQFT

TENANTSUITE

1303971 SQFT

TENANTSUITE

1404002 SQFT

TENANTSUITE

1104535 SQFT

CORRIDORNIC

CORRIDORNIC

SERVICESINK105

ARCHITECTRICHARD CLARKREES MASILIONIS TURLEY908 BROADWAY6TH FLOORKANSAS CITY, MO 64105816.842.1292816.842.1878 [email protected]

MECH./ELECT./PLUMB. ENGINEERDon Erisman, PE, CBCP, CxAPrincipalLankford + associatesConsulting Engineers, Inc.1730 Walnut StreetKansas City, Missouri 64108816.221.1411816.221.1429 [email protected]

OWNER'S REPRESENTATIVEWilliam CorbettDirector of FacilitiesWaddell & Reed, Inc.6300 LamarOverland Park, KS 66202913-236-1904 [email protected]

STRUCTURAL ENGINEERRich McGuire, PESr. Project ManagerStructural EngineeringAssociates, Inc.1000 Walnut, Suite 1570Kansas City, MO 64106816-595-5627816-595-5650 [email protected]

I HAVE REVIEWED THE DRAWINGS AND SPECIFICATIONS (HEREINREFERRED TO AS THE "CONTRACT DOCUMENTS") FOR THE PROJECT ANDAGREE TO ITS DRAWN AND WRITTEN CONTENTS. THIS REVIEW APPLIESFOR CHECKING INFORMATION AND DESIGN CONCEPT EXPRESSED IN THECONTRACT DOCUMENTS OF THE PROJECT AND INCLUDES THE CONTENTSOF THE DRAWINGS AND SPECIFICATIONS. SPECIAL CARE SHOULD BETAKEN TO REVIEW ROOM MATERIAL FINISHES, LOCATIONS OF ELECTRICALAND COMMUNICATION ITEMS, AND ANY OTHER SPECIALTY ITEMSREQUIRED BY THE TENANT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR INFORMATION THATPERTAINS TO THE FABRICATION PROCESSES OR THE MEANS, METHODS,TECHNIQUES, SEQUENCES AND PROCEDURES.

IF THERE ARE ANY QUESTIONS OR OUTSTANDING ITEMS REGARDINGTHESE DOCUMENTS, THE ARCHITECT AND / OR OWNER SHOULD BECONTACTED FOR CLARIFICATION.

I, HEREBY, AS AN AUTHORITY OF THE TENANT, DO REVIEW AND APPROVETHE DRAWINGS AND SPECIFICATIONS RELATED TO THIS PROJECT.

SIGNED

DATE

A000 COVER SHEETA004 TYPES, DETAILS, & SYMBOLSA011 SPECIFICATIONSA012 SPECIFICATIONSA013 SPECIFICATIONSA101 1/4" PLANS; FLOOR PLAN, DEMO, RCP, FF&E, & FINISHESA201 1/2" ELEVATIONSA601 SCHEDULES

P101 PARTIAL PLAN PLUMBINGP200 PLUMBING SCHEDULE AND DETAILSM101 PARTIAL PLAN MECHANICALE101 PARTIAL PLAN ELECTRICALMEP100 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 PRIORTO CONSTRUCTION.

3. CALCULATE AND MEASURE REQUIRED DIMENSIONS. DO NOT SCALE DRAWINGS UNLESSOTHERWISE INDICATED. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER GRAPHIC REPRESENTATION. DETAILDIMENSIONS TAKE PRECEDENCE OVER PLAN DIMENSIONS.

4. ALL ITEMS SUPPLIED BY THE OWNER AND INSTALLED BY THE CONTRACTOR WILL BECOORDINATED 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/GCAGREEMENT, ACCEPTS THE CD (INCLUDING THESE DRAWINGS W/ THE INCLUDED NOTES &DESCRIPTIVE MATERIAL) & AGREES TO EXECUTE THE NECESSARY WORK IN MANNERDESCRIBED THEREIN.

A) UPON EXAMINATION / FAMILIARIZATION OF CD & JOB SITE VISIT, ANYDISCREPANCIES, OMISSIONS, AMBIGUITIES AND/OR CONFLICTS NOTED, SHALL BEBROUGHT TO THE ATTENTION OF REES MASILIONIS TURLEY ARCHITECTURE, L.L.C. INWRITING, FOR CORRECTION.

B) ANY ELEMENT, WHATSOEVER, REQUIRED BY BUILDING TO BE INCORPORATED INCONSTRUCTION BUT NOT SPECIFIED IN CD SHALL BE BROUGHT TO ATTENTION OF REESMASILIONIS TURLEY ARCHITECTURE, L.L.C. FOR REVIEW/ACTION.

C) NO MODIFICATIONS / REVISIONS / CHANGES SHALL BE UNDERTAKEN UNLESSSPECIFICALLY SO INSTRUCTED AND APPROVED BY OWNER.

D) DURING COURSE OF PROJECT, GENERAL CONTRACTOR SHALL MAKE EVERYEFFORT TO FULLY INFORM ALL CONCERNED PARTIES REGARDING DECISIONS/ACTIONSTAKEN WHICH, IN ANY WAY, MIGHT AFFECT ANY SAID CONSTRUCTION CONDITIONS.

7. ALL EXISTING HOLES/CRACKS IN SLAB AND THOSE RESULTING FROM THECONSTRUCTION PROCESS SHALL BE FILLED/REPAIRED AND THE SURFACE PATCHEDSMOOTH AND LEVEL WITH ADJACENT FLOOR SURFACE, IN A MANNER ACCEPTABLE TOOWNER AND REES MASILIONIS TURLEY ARCHITECTURE, L.L.C..

8. GC SHALL BE RESPONSIBLE FOR FIELD MEASURING OF EXISTING CONDITIONS PRIOR TOSTART OF WORK AND DURING CONSTRUCTION, AS NECESSARY, TO ASSURECONSTRUCTION ADHERENCE TO DRAWINGS. BY ENTERING INTO A CONSTRUCTIONCONTRACT FOR THIS WORK, GC SHALL INDICATE HIS FAMILIARITY WITH THE SITE/FIELDCONDITIONS.

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: 2EXITS PROVIDED: 2

BUILDING FOOT PRINT = 24500 SQUARE FEET

ON GRADE:USE GROUP 'B' 23761 SF O.L. = 238ACCESSORY USES 'S-1' 739 SF O.L. = 3

TOTAL FOR FIRST FLOOR: O.L. = 241

SECOND FLOOR:USE GROUP 'B' 24091 SF O.L. = 241ACCESSORY 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 PEOPLE2 EXITS REQUIRED AND 2 EXITS PROVIDEDSTAIRS: 243 X 0.3 = 72.9" REQUIRED (44" MIN. @ EA. STAIR) & 90" PROVIDEDOTHER: 243 X 0.2 = 48.6" REQUIRED (34" MIN. @ EA. EXIT) & 68 INCHES PROVIDED

ALLOWABLE HEIGHT: 55'-0" OR 4-STORIESACTUAL 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 = 2858.6% = [(1426'-0"/1625'-4")-0.25] X 28/30

USE GROUP 'B' 23000 SF + (23000 SF X 58.6%) = 36478 SFUSE GROUP 'S-1' 17500 SF + (17500 SF X 58.6%) = 27755 SF

ALLOWABLE AREA: 36478 SF ALLOWABLE FOR CLASSIFICATION 'B'24091/36478 + 739/27755 = 0.6870.687 < 1 (OKAY)

ACTUAL AREA: 24500 SF < 36478 SF (OKAY)

PROTECTION:FIRE WALLS 2-HOUREXTERIOR

BEARING WALLS 0-HOURNON-BEARING WALLS 0-HOURROOF CONSTRUCTION 0-HOURROOF COVERING CLASS 'C'

INTERIORBEARING WALLS 0-HOURSTRUCTURAL FRAME 0-HOURFLOOR CONSTRUCTION 0-HOUR

SHAFT ENCLOSURES 1-HOUR

INTERIOR FINISHES: MINIMUM FLAME SPREAD CLASSIFICATIONSVERTICAL 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 FEETPROVIDED =

COMMON PATH DISTANCE:ALLOWABLE = 75 FEETPROVIDED =

DEAD-END DISTANCE:ALLOWABLE = 20 FEETPROVIDED =

A13CONTACT INFORMATION

9. ALL VERTICAL DIMENSIONS SHALL BE TAKEN FROM "BENCH MARK" OR OTHER SIMILARGUIDE ESTABLISHED PRIOR TO START OF CONSTRUCTION. HIGH POINTS, LOW POINTS,IRREGULARITIES IN FLOOR SLAB, PARTICULARLY, WHICH COULD IN ANY WAY AFFECTFABRICATION/INSTALLATION WORK OF OTHER TRADES OR VENDORS (I.E., CABINETCONTRACTORS), SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.

A) VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1/2" FOR EVERY 10'-0" IN EVERYDIRECTION WILL REQUIRE LEVELING OF SLAB BY G.C. LEVELING OF SLAB TO BE DONE ASREQUIRED 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 ALLJOB MATERIALS/EQUIPMENT.

11. ALL NECESSARY WOOD BLOCKING / GROUNDS, ETC., ARE TO BE SUPPLIED ASFIREPROOFED ELEMENTS. GC SHALL FULLY COORDINATE SETTING/PLACEMENT OF THESEELEMENTS AS REQUIRED BY LOCAL CODE/BUILDING OR SURROUNDINGS.

A) GROUND/BLOCKING MAY NOT BE WHOLLY SHOWN ON DRAWINGS AND GOODCONSTRUCTION PRACTICE SHALL GOVERN/DETERMINE SAID USE WHERE A QUESTIONARISES.

B) GC TO PAY PARTICULAR ATTENTION TO ALL LOCATIONS OF DRYWALL PARTITIONCONSTRUCTION THAT ABUT OR RECEIVE MILLWORK OR CABINET WORK CONSTRUCTION.INTERNAL WOOD BLOCKING SHALL BE SUPPLIED FOR STURDY ANCHORAGE ATINTERSECTIONS OF WOOD/GLASS BORROWED LIGHT PARTITIONS AND ADJACENTDRYWALL CONSTRUCTION AS REQUIRED.

A07TENANT REVIEW A01SHEET INDEX

J01CODE INFORMATION

A19BUILDING LOCATION MAPA25GENERAL NOTES

OWNER IMPROVEMENT FOR:

WADDELL & REEDADA RESTROOM RENOVATION

-6320 LAMAR STREETOVERLAND 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 & REEDPHASE 1 - ADA RESTROOM RENOVATIONS6320 LAMAROVERLAND PARK, KS

WADDELL & REED6320 LAMARPHASE ONEADA RESTROOM

DATE DESCRIPTIONMARK

CONSULTANT

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

L L C

f

ARCHITECTURERMT.COM

908 BROADWAY 6TH FLOORKANSAS CITY MO 64105

816.842.1878816.842.1292

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER

All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.

c 2011 Rees Masilionis Turley Architecture, LLC

MARCH 15, 2011

PROJECT NUMBER2010357.000

I have prepared the drawings and assumeresponsibility for the sheets numbered with an "A" prefixfor the project named below.

Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.

The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.

The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.

MATTHEW MASILIONIS - ARCHITECTKANSAS # 4053

0 16' 64'32'

N

A07A101

J25FLOOR LOCATOR PLAN1/32" = 1'-0"

PROJECT LOCATION

MALE FEMALE MALE FEMALE

BUSINESS B 4 4 4 4 N/A 3 14 4 4 4 0 3 1

BUSINESS B 4 4 4 4 N/A 3 14 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

FLOORWATER CLOSETS

OCCUPANCY OTHERDRINKING

FOUNTAINS

BATHTUBSOR

SHOWERSLAVATORIES

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. U419PARTITION 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" ONCENTER) REFERENCE SCHEDULE.

8

6"

9"

8"

5"

3"

20"

SOAP DISPENSER. REFERENCEELEVATIONS 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 WOODFACTORY FINISH TO MATCH EXISTINGDOORS.

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 24COMPLIANT

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

SYMBOLSWALL 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 STATIONWALL MOUNTED AT 46" A.F.F.


DIMMER SWITCH

THREE-WAY SWITCH

CABLE OUTLET

JUNCTION BOXFLOOR MOUNTED



FLOOR MOUNTED

FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED


WALL MOUNTED

CEILING MOUNTED

CEILING MOUNTED

CEILING MOUNTEDDOUBLE SIDED EXIT LIGHT

WALL MOUNTED

WALL MOUNTED


WALL MOUNTED


INCANDESCENT LIGHTCEILING MOUNTED

INCANDESCENT LIGHTWALL MOUNTED

TRACK LIGHT

FLUORESCENT LIGHT DIRECT/INDIRECT

FLUORESCENT LIGHT

FLUORESCENT LIGHT PARABOLIC LENS

EXISTING DOOR TO REMAIN

OFFICE101

1

1

101

A

A

1

CL

CENTER LINE

COLUMN NUMBER

ELEVATION INDICATOR

DETAIL INDICATOR

DETAIL NUMBER

DOOR NUMBER

X30A101

A101

A1

A2

A3

A4

X30A101

MATCH LINESEE A2/A101

REVISION NUMBER

ROOM NAME AND NUMBER

A SPECIALTY TYPE

DN STAIR DIRECTION INDICATOR

WALL TYPE

WINDOW TYPE






JUNCTION BOX

DUPLEX OUTLETFLOOR MOUNTED

FIRE EXTINGUISHERWALL MOUNTED AT 46" A.F.F.

CARD READERWALL MOUNTED AT 46" A.F.F.

CABLE OUTLETFLOOR MOUNTED

ELECTRICAL METER

ELECTRICAL GENERATOR

ELECTRICAL MOTOR

SPECIALTY OUTLETFLOOR MOUNTED

220 OUTLETWALL MOUNTED AT 18" A.F.F.

220 OUTLETFLOOR MOUNTED

FP

FLUORESCENT LIGHT EMERGENCY

EF

INSTA HOT

WATER METER

EQUIPMENT TYPE

MATCHLINEADJACENT SHEET NUMBER

SHEET NUMBER

INTERIOR ELEVATION NUMBERSHEET NUMBER

INTERIOR ELEVATION NUMBERSHEET NUMBER

EXTERIOR ELEVATION NUMBERSHEET NUMBER

EXTERIOR SECTION NUMBERSHEET NUMBER

BREAK LINE

N

NORTH ARROW

100'-0"

X30A101

INTERIOR SECTION NUMBERSHEET NUMBER

ELEVATION TAG

EP

S

S

S

C

C

CR

G

F

H

J

J

M

K

HS

MOTION DETECTORWALL MOUNTED

S

T

T

C

EXIT LIGHTWALL MOUNTED

WALL MOUNTEDDOUBLE SIDED EXIT LIGHT

SD

S

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A101X30

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INDICATES GROUND FAULT INTERCEPT

INDICATES HEIGHT TO CENTERLINE 42"

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INDICATES EXISTING TO REMAINE

INDICATES EXISTING IN RELOCATED LOCATIONR

INDICATES SPECIAL VOLTAGE REQUIREMENT220

ABOVE FINISHED FLOOR (A.F.F.)

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A07WALL TYPE '1'3" = 1'-0"

0 3" 9"6"

J31DOOR JAMB3" = 1'-0"

S31SIGN TYPES3" = 1'-0"

S19SECTION DETAIL1-1/2" = 1'-0"

0 1/2' 1 1/2'1'

J19SECTION DETAIL1-1/2" = 1'-0"

0 1/2' 1 1/2'1'

A19SECTION DETAIL1-1/2" = 1'-0"

0 1/2' 1 1/2'1'

A25DOOR TYPE3" = 1'-0"

0 2' 4'1'

J25FRAME TYPE3" = 1'-0"

0 2' 4'1'

A31TRANSITIONS1" = 1"

N31DOOR HEAD3" = 1'-0"

A13WALL TYPE '2'3" = 1'-0"

0 3" 9"6"

S25TILE FINISH DETAIL3" = 1'-0"

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SECTION 013000 - ADMINISTRATIVE REQUIREMENTS

1.1 PROJECT MANAGEMENT AND COORDINATIONA. Coordinate construction operations included in different

Sections of the Specifications to ensure efficient andorderly installation of each part of the Work.

B. Requests for Information (RFIs): On discovery of theneed for additional information or interpretation ofthe Contract Documents, Contractor shall prepare andsubmit an RFI. Use AIA Document G716-2004.

C. Schedule and conduct progress meetings at Project siteat regular intervals. Notify Owner and Architect ofmeeting dates and times. Require attendance ofeach 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 relatedactivities that require sequential activity.

1. No extension of the Contract Time will be authorizedbecause of failure to transmit submittals

enough in advance of the Work to permitprocessing, 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 fromsources other than Contractor.

B. Place a permanent label or title block on eachsubmittal for identification. Provide aspace 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 byArchitect. Include the following information onthe 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 within10 days after date established for Commencement of the Work.1.3 ACTION SUBMITTALS

A. Product Data: Mark each copy to show applicableproducts and options. Include thefollowing:

1. Manufacturer's written recommendations, productspecifications, 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 ShopDrawings on reproductions of the ContractDocuments or standard printed data. Submit on

sheets at least 8-1/2 by 11 inches (215 by 280 mm) but nolarger than 30 by 42 inches (762 by 1067 mm). Includethe 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 thesecharacteristics between submittal and actualcomponent as delivered and installed. Include name of manufacturer and product name on label.

1. If variation is inherent in material or product, submitat least three sets of paired units that showvariations.1.4 INFORMATIONAL SUBMITTALS

A. Qualification Data: Include lists of completed projectswith project names and addresses, names andaddresses of architects and owners, andother information specified.

B. Product Certificates: Prepare written statements onmanufacturer's letterhead certifying that product

complies with requirements in the ContractDocuments.

SECTION 014000 - QUALITY REQUIREMENTS

1.1 SECTION REQUIREMENTSA. Testing and inspecting services are required to verify

compliance with requirements specified or indicated.These services do not relieve Contractor ofresponsibility for compliance with the ContractDocument requirements.

1. Testing and inspecting services shall be performedby independent testing agencies.

B. Referenced Standards: If compliance with two or morestandards is specified and the standards establishdifferent or conflicting requirements, complywith the most stringent requirement. Refer uncertainties to Architect for a decision.

C. Minimum Quantity or Quality Levels: The quantity orquality level shown or specified shall be the minimum.The actual installation may exceed the minimumwithin reasonable limits. Indicated numericvalues are minimum or maximum, as appropriate, for the

context of requirements. Refer uncertainties toArchitect for a decision.

D. Test and Inspection Reports: Prepare and submitcertified 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 andinspecting.

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, andcomments or professional opinion onwhether 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'srecords, submit copies of permits, licenses,certifications, inspection reports, notices,receipts for fee payments, and similar documents,

established for compliance with standards and regulationsbearing on performance of the Work.

F. Testing Agency Qualifications: An independent agencywith the experience and capability to conduct testingand inspecting indicated; and where required byauthorities having jurisdiction, that isacceptable to authorities.

G. Retesting/Reinspecting: Regardless of whetheroriginal tests or inspections were Contractor'sresponsibility, provide quality-controlservices, 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 requiredtests and inspections.

1. Promptly notify Architect and Contractor ofirregularities or deficiencies in theWork observed during performance of its

services.2. Do not release, revoke, alter, or increase

requirements of the ContractDocuments or approve or accept any portion of

the Work.3. Do not perform any duties of Contractor.

I. Associated Services: Cooperate with testing agenciesand 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 obtainingsamples.

4. Facilities for storage and field curing of testsamples.

5. Security and protection for samples and for testingand inspecting equipment.

J. Coordination: Coordinate sequence of activities toaccommodate required quality-assurance and -controlservices with a minimum of delay and to avoid necessityof removing and replacing construction to accommodate testing and inspecting.

1. Schedule times for tests, inspections, obtainingsamples, and similar activities.

SECTION 014200 - REFERENCES

1.1 GENERAL REQUIREMENTSA. 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 otherContract Documents, they shall

mean the recognized name of entities indicated inThomson Gale's “Encyclopedia ofAssociations” or in Columbia Books'

“National Trade & Professional Associations of theU.S.”

2. Code Agencies: Where abbreviations and acronymsare used in Specifications or other ContractDocuments, they shall mean the recognizedname of the entities in the following list:

APMO International Association of Plumbing and

Mechanical OfficialsICC International Code CouncilICC-ES ICC Evaluation Service, Inc.UBC Uniform Building Code

3. Federal Government Agencies: Where abbreviationsand

acronyms are used in Specifications or otherContract

Documents, they shall mean the recognized name ofthe

entities in the following list:CE Army Corps of EngineersCPSC Consumer Product Safety CommissionDOC Department of CommerceDOD Department of DefenseDOE Department of EnergyEPA Environmental Protection AgencyFAA Federal Aviation AdministrationFCC Federal Communications CommissionFDA Food and Drug AdministrationGSA General Services AdministrationHUD Department of Housing and Urban

DevelopmentLBL Lawrence Berkeley National LaboratoryNCHRP National Cooperative Highway Research

ProgramNIST National Institute of Standards and

TechnologyOSHA Occupational Safety & Health

AdministrationPBS Public Buildings ServicePHS Office of Public Health and ScienceRUS Rural Utilities ServiceSD State DepartmentTRB Transportation Research BoardUSDA Department of AgricultureUSPS Postal Service

4. Standards and Regulations: Where abbreviationsand acronyms are used in Specificationsor other Contract

Documents, they shall mean the recognized name ofthe

standards and regulations in the following list:

ADAAG Americans with Disabilities Act (ADA)Architectural Barriers Act (ABA)Accessibility Guidelines for Buildings and

FacilitiesAvailable from U.S. Access Board

UFAS Uniform Federal Accessibility StandardsAvailable from Access Board

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

1.1 SECTION REQUIREMENTSA. Use Charges: Installation and removal of and use

charges for temporary facilities shall be included inthe Contract Sum unless otherwise indicated.

B. Water and Electric Power: Available from Owner'sexisting system without metering and without paymentof use charges, unless otherwise indicated onDrawings. Provide connections and extensions ofservices as required for construction operations.

C. Electric Service: Comply with NECA, NEMA, and ULstandards and regulations for temporary electric service.Install service to comply with NFPA 70.

D. Accessible Temporary Egress: Comply with applicableprovisions in ICC/ANSI A117.1.1.2 TEMPORARY FACILITIES

A. Provide field offices, storage and fabrication sheds, andother support facilities as necessary for constructionoperations. Store combustible materials apart frombuilding.1.3 EQUIPMENT

A. Fire Extinguishers: Portable, UL rated; with class andextinguishing 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-oilheaters with individual space thermostatic control.

1. Use of gasoline-burning space heaters, open-flameheaters, or salamander-type heating units isprohibited.

2. Heating Units: Listed and labeled for type of fuelbeing consumed, by a testing agency acceptable toauthorities having jurisdiction, and marked forintended use.

3. Permanent HVAC System: If Owner authorizes useof permanent HVAC system for temporary useduring construction, provide filter with MERVof 8 at each return-air grille in systemand remove at end of construction.1.4 TEMPORARY UTILITY INSTALLATION

A. General: Install temporary service or connect toexisting service.

1. Arrange with utility company, Owner, and existingusers for time when service can be interrupted, ifnecessary, to make connections fortemporary services.

B. Sanitary Facilities: Use of Owner's existing toiletfacilities will be permitted, as long as facilities arecleaned and maintained in a conditionacceptable 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 completedinstallations or for protecting installed constructionfrom adverse effects of low temperatures orhigh humidity. Select equipment that will not

have a harmful effect on completed installations orelements being installed.

D. Provide temporary lighting with local switching thatprovides adequate illumination for constructionoperations, observations and inspections.1.5 SUPPORT FACILITIES INSTALLATION

A. Install project identification and other signs in locationsapproved by Owner to inform the public and personsseeking entrance to Project.

B. Waste Disposal Facilities: Provide waste-collectioncontainers in sizes adequate to handle waste fromconstruction operations. Comply withrequirements of authorities having jurisdiction.

SECTION 016000 - PRODUCT REQUIREMENTS

1.1 SECTION REQUIREMENTSA. The term "product" includes the terms "material,"

"equipment," "system," and terms of similar intent.B. Comparable Product Requests:

1. Submit request for consideration of eachcomparable product. Do not submit unapprovedproducts on Shop Drawings or other submittals.

2. Identify product to be replaced and show compliancewith requirements for comparable productrequests. Include a detailed comparison ofsignificant qualities of proposed substitution with those of the Work specified.

3. Architect will review the proposed product and notifyContractor of its acceptance or rejection.

C. Basis-of-Design Product Specification Submittal: Showcompliance with requirements.

D. Compatibility of Options: If Contractor is given option ofselecting between two or more products, select productcompatible with products previously selected.

E. Deliver, store, and handle products using means andmethods that will prevent damage, deterioration, andloss, including theft. Comply with manufacturer'swritten instructions.

1. Schedule delivery to minimize long-term storage atProject site and to prevent overcrowding ofconstruction spaces.

2. Deliver products to Project site in manufacturer'soriginal sealed container or packaging, completewith labels and instructions for handling,storing, unpacking, protecting, and installing.

3. Inspect products on delivery to ensure compliancewith the Contract Documents and to ensure thatproducts are undamaged and properlyprotected.

4. Store materials in a manner that will not endangerProject structure.

5. Store products that are subject to damage by theelements, under cover in a weathertightenclosure above ground, with ventilationadequate to prevent condensation.

F. Warranties specified in other Sections shall be inaddition to, and run concurrent with, other warrantiesrequired by the Contract Documents.Manufacturer's disclaimers and limitations on

product warranties do not relieve Contractor of obligationsunder requirements of the Contract Documents.1.2 PRODUCT SELECTION PROCEDURES

A. Provide products that comply with the ContractDocuments, are undamaged, and are new at the timeof installation.

1. Provide products complete with accessories, trim,finish, and other devices and componentsneeded for a complete installation andthe intended use and effect.

2. Descriptive, performance, and reference standardrequirements in the Specifications

establish salient characteristics ofproducts.

B. Product Selection Procedures:1. Where Specifications name a single manufacturer

and product, provide the named product thatcomplies with requirements.

2. Where Specifications name a single manufactureror source, provide a product by the namedmanufacturer or source that complieswith requirements.

3. Where Specifications include a list of names of bothavailable manufacturers and products,

provide one of the products listed, or anunnamed product, that complies with requirements. Comply with requirements for "comparable

product requests" for consideration of anunnamed product.

4. Where Specifications include a list of manufacturers'names, provide a product by one of the manufacturerslisted 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 byan unnamed manufacturer, that complieswith requirements. Comply with requirements for "comparable product requests" for

consideration of an unnamed manufacturer'sproduct.

6. Where Specifications name a single product, orrefer to a product indicated on Drawings, providethe named product. Comply with provisionsfor "comparable product requests" forconsideration of an unnamed product by another

manufacturer.C. Where Specifications require "match Architect's

sample," provide a product that complies withrequirements and matches Architect'ssample. 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 frommanufacturer's product line that includes bothstandard and premium items.

SECTION 017000 - EXECUTION AND CLOSEOUTREQUIREMENTS

1.1 CLOSEOUT SUBMITTALSA. Record Drawings: Maintain a set of prints of the

Contract Drawings as record Drawings. Mark to showactual installation where installation varies from thatshown originally.

1. Identify and date each record Drawing; include thedesignation "PROJECT RECORD DRAWING" in aprominent location.

B. Operation and Maintenance Data: Submit one copy ofmanual. Organize data into three-ring binders withidentification on front and spine of each binder, andenvelopes for folded drawings. Include thefollowing:

1. Manufacturer's operation and maintenancedocumentation.

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 PROCEDURESA. 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 changeoverrequirements.

3. Submit specific warranties, maintenance serviceagreements, and similar documents.

4. Obtain and submit releases permitting Ownerunrestricted use of the Work and access to servicesand utilities. Include occupancy permits,operating certificates, and similar releases.

5. Submit record Drawings, operation andmaintenance manuals, and similar finalrecord information.

6. Deliver tools, spare parts, extra materials, andsimilar items.

7. Make final changeover of permanent locks anddeliver 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 willproceed with inspection or adviseContractor of unfulfilled requirements. Architect will

prepare the Certificate of Substantial Completion afterinspection or will advise Contractor of items that must becompleted or corrected before certificate will beissued.

C. Request inspection for Final Completion, once thefollowing are complete:

1. Submit a copy of Substantial Completion inspectionlist stating that each item has been completed orotherwise 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 inprevious inspections as incomplete is completed orcorrected.

E. Submit a written request for final inspection foracceptance. On receipt of request, Architect willproceed with inspection or advise Contractor ofunfulfilled requirements. Architect will prepare final

Certificate for Payment after inspection or will adviseContractor of items that must be completed or correctedbefore certificate will be issued.1.3 EXAMINATION AND PREPARATION

A. Before proceeding with each component of the Work,examine substrates, areas, and conditions, withInstaller or Applicator present whereindicated, for compliance with requirements for

installation tolerances and other conditions affectingperformance.

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 indicatedto fit to other construction, verify dimensions ofother construction by field measurementsbefore fabrication.

D. Verify space requirements and dimensions of itemsshown diagrammatically on Drawings.1.4 INSTALLATION

A. Locate the Work and components of the Workaccurately, in correct alignment and elevation, asindicated. Make vertical work plumb and makehorizontal work level.

1. Make joints of uniform width. Where joint locationsin exposed work are not indicated, arrange joints forthe best visual effect. Fit exposed connections toform hairline joints.

2. Conceal pipes, ducts, and wiring in finished areasunless otherwise indicated.

3. Maintain minimum headroom clearance of 96 inches(2440 mm) in occupied spaces and 90 inches (2300mm) in unoccupied spaces.

B. Comply with manufacturer's written instructions andrecommendations.

C. Conduct construction operations so no part of the Workis subjected to damaging operations or loading inexcess of that expected during normal conditions ofoccupancy.

D. Use products, cleaners, and installation materials thatare not considered hazardous.

E. Provide blocking and attachment plates and anchorsand fasteners of adequate size and number to securelyanchor each component in place. Obtain anddistribute to the parties involved templates forwork specified to be factory prepared and field installed.1.5 CUTTING AND PATCHING

A. Provide temporary support of work to be cut. Do notcut structural members or operational elements withoutprior written approval of Architect.

B. Where existing services/systems are required to beremoved, relocated, or abandoned, bypass suchservices/systems before cutting to preventinterruption to occupied areas.

C. Patch with durable seams that are as invisible aspossible. Provide materials and comply with installationrequirements specified in other Sections.

1. Restore exposed finishes of patched areas andextend finish restoration into adjoiningconstruction in a manner that will minimize evidence of patching and refinishing.

2. Where patching occurs in a painted surface, preparesubstrate and apply primer and intermediate paintcoats appropriate for substrate over the patch, andapply final paint coat over entire unbrokensurface containing the patch. Provide additional

coats until patch blends with adjacent surfaces.

SECTION 011000 - SUMMARY

1.1 PROJECT INFORMATIONA. 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 fC. 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 byContractor as part of the Work:1. As indicated on Drawings.1.2 WORK RESTRICTIONSA. Contractor's Use of Premises: During construction,

Contractor will have full use of area indicated.Contractor's use of premises islimited only by Owner's right to performwork 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 8AM to 5 PM Monday thru Friday, other thanholidays), unless otherwise agreed toin advance by Owner. Clean up work areas and

return to usable condition at the end of each workperiod.2. Driveways, Walkways, and Entrances: Keep driveways,

parking garages, loading areas, and entrancesserving premises clear and available toOwner, Owner's employees, andemergency 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 ALLOWANCESA. Allowance shall include cost to Contractor of specific

products and materials ordered by Owner or selected byArchitect under allowance and shall includefreight and delivery to Project site.

B. Unless otherwise indicated, Contractor's costs forreceiving and handling at Project site, labor, installation,overhead and profit, and similar costsrelated to products and materials under allowance shall be included as part of the Contract Sum andnot part of the allowance.

C. Obtain a minimum of two proposals for each allowanceand submit to Architect, in the form specified for ChangeOrders, with recommendations. Purchaseproducts selected by Architect.

D. Advise Architect of the date when selection andpurchase of each product or system described by anallowance must be completed to avoid delaying theWork.

E. Submit invoices to show cost and actual quantities ofmaterials delivered.1.2 UNIT PRICES

A. Unit price is an amount incorporated in the Agreement,applicable during the duration of the Work as a price perunit of measurement for materials, equipment, orservices, or a portion of the Work, added toor deducted from the Contract Sum by appropriate

modification, if the scope of Work or estimated quantitiesof Work required by the Contract Documents areincreased or decreased.

B. Unit prices include all necessary material, plus cost fordelivery, installation, insurance, applicable taxes,overhead, and profit.1.3 ALTERNATES

A. Alternate: An amount proposed by bidders and statedon the Bid Form for certain work defined in the biddingrequirements that may be added to or deductedfrom the Base Bid amount if Owner decides toaccept 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 ContractSum to incorporate alternate into theWork. 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 thoserequired by the Contract Documents and proposed byContractor 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 adetailed comparison of significant qualitiesof proposed substitution with those of the Work specified, a list of changes needed to other parts of the

Work required to accommodate proposedsubstitution, and any proposed changes inthe 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 instructionsauthorizing minor changes in the Work, not involvingadjustment to the Contract Sum or the ContractTime.

B. Owner-Initiated Proposal Requests: Architect will issuea detailed description of proposed changes in the Work.

1. Proposal Requests are not instructions either tostop work in progress or to execute theproposed change.

2. Within time specified in Proposal Request afterreceipt of Proposal Request, submit aquotation estimating cost adjustments to the Contract Sum and the Contract Time.

C. Contractor-Initiated Proposals: If latent or changedconditions require modifications to the Contract,Contractor may initiate a claim by submitting arequest for a change to Architect.

D. On Owner's approval of a Proposal Request, Contractorwill issue a Change Order for signatures of Owner andContractor on AIA Document G701, for allchanges to the Contract Sum or the ContractTime.

E. Architect may issue a Construction Change Directive onAIA Document G714. Construction Change Directiveinstructs Contractor to proceed with a change in theWork, for subsequent inclusion in a Change Order.

1. Construction Change Directive contains a completedescription of change in the Work. It also

designates method to be followed todetermine change in the Contract Sum or the Contract Time.

SECTION 012000 - PRICE AND PAYMENT PROCEDURES(continued)

F. Documentation: Maintain detailed records on a timeand material basis of work required by the ConstructionChange Directive. After completion of change, submitan itemized account and supporting data necessaryto substantiate cost and time adjustments to the Contract.1.6 PAYMENT PROCEDURES

A. Submit a Schedule of Values at least seven days beforethe initial Application for Payment. Break down theContract Sum into at least one line item foreach Specification Section in the Project Manual table of contents. Coordinate the schedule of valueswith Contractor's construction schedule.

1. Arrange schedule of values consistent with formatof AIA Document G703.

2. Round amounts to nearest whole dollar; total shallequal the Contract Sum.

3. Provide separate line items in the schedule ofvalues for initial cost of materials and for totalinstalled value of that part of the Work.

B. Application for Payment Forms: Use AIA DocumentG702 and AIA Document G703 as form for Applicationsfor Payment.

C. Submit three copies of each application for paymentaccording to the schedule established inOwner/Contractor Agreement.

1. With each Application for Payment, submit waiversof mechanic's liens from subcontractors,sub-subcontractors, and suppliers forconstruction period covered by the

previous application.2. Submit final Application for Payment with or

preceded by conditional final waivers from everyentity involved with performance ofthe 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, andevidence that claims have beensettled.

b. Submit final meter readings for utilities, a recordof stored fuel, and similar data as of the date of Substantial Completion or whenOwner 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

A. As indicated on Drawings.1.9 SCHEDULE OF ALTERNATES

A. As indicated on Drawings.

SECTION 013000 - ADMINISTRATIVE REQUIREMENTS(continued)

1.5 DELEGATED DESIGN SERVICESA. Performance and Design Criteria: Where professional

design services or certifications by a designprofessional are specifically required of Contractorby the Contract Documents, provide productsand systems complying with specific performance and

design criteria indicated.1. If criteria indicated are not sufficient to perform

services or certification required, submita written request for additional information toArchitect.

B. Delegated-Design Submittal: In addition to ShopDrawings, Product Data, and other requiredsubmittals, submit three copies of a statement,signed and sealed by the responsible design professional, for each product and system specificallyassigned to Contractor to be designed or certified by adesign 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, fullydeveloped, horizontal Gantt-chart-type schedulewithin 15 days of date established for theNotice to Proceed.

B. Preparation: Indicate each significant constructionactivity separately. Identify first workday of eachweek with a continuous vertical line.1.7 SUBMITTAL REVIEW

A. Review each submittal and check for coordination withother Work of the Contract and for compliance withthe Contract Documents. Note corrections andfield dimensions. Mark with approval stamp beforesubmitting to Architect.

B. Architect will review each action submittal, makemarks to indicate corrections or modificationsrequired, will stamp each submittal with an actionstamp 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 toreflect actual construction progress and activities.Issue schedule two days before each regularlyscheduled progress meeting.

1. As the Work progresses, indicate Actual Completionpercentage for each activity.

B. Distribute copies of approved schedule to Owner,Architect, subcontractors, testing andinspecting agencies, and parties identifiedby Contractor with a need-to-know schedule

responsibility. When revisions are made, distributeupdated schedules to the same parties.

SECTION 014000 - QUALITY REQUIREMENTS (continued)

K. Special Tests and Inspections: Engage a qualifiedspecial inspector to conduct special tests andinspections required by authorities havingjurisdiction.

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS(continued)

C. Use of Owner's existing elevators will be permitted,provided elevators are cleaned and maintained in acondition acceptable to Owner. Provide protectivecoverings, barriers, devices, signs, or other proceduresto protect elevator car and entrance doors and frame. At Substantial Completion, restore elevators tocondition existing before initial use, including replacingworn cables, guide shoes, and similar items of limitedlife.

1.6 SECURITY AND PROTECTION FACILITIES INSTALLATIONA. Provide protection, operate temporary facilities, and

conduct construction as required to comply withenvironmental regulations and that minimizepossible air, waterway, and subsoil contamination or pollution or other undesirable effects.

B. Provide temporary enclosures for protection ofconstruction, in progress and completed, fromexposure, foul weather, other constructionoperations, and similar activities.

C. Provide floor-to-ceiling dustproof partitions to limitdust and dirt migration and to separate areas occupiedby Owner and tenants from fumes and noise.

D. Install and maintain temporary fire-protection facilities.Comply with NFPA 241.

1.7 OPERATION, TERMINATION, AND REMOVALA. Supervision: Enforce strict discipline in use of

temporary facilities. To minimize waste and abuse, limitavailability of temporary facilities to essentialand intended uses.

B. Remove each temporary facility when need for itsservice has ended, when it has been replaced byauthorized use of a permanent facility, orno later than Substantial Completion.

SECTION 017000 - EXECUTION AND CLOSEOUTREQUIREMENTS (continued)

1.6 CLEANINGA. 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 workarea, as appropriate.

3. Remove debris from concealed spaces beforeenclosing the space.

B. Complete the following cleaning operations beforerequesting inspection for certification of SubstantialCompletion:

1. Remove labels that are not permanent.2. Clean transparent materials, including mirrors.

Remove excess glazing compounds. Replacechipped or broken glass.

3. Clean exposed finishes to a dust-free condition, freeof stains, films, and foreign substances. Sweepconcrete floors broom clean.

4. Vacuum carpeted surfaces and wax resilientflooring.

5. Wipe surfaces of mechanical and electricalequipment. Remove excess lubrication. Cleanplumbing fixtures. Clean light fixtures,lamps, globes, and reflectors.

6. Clean Project site, yard, and grounds, in areasdisturbed by construction activities. Sweep pavedareas; remove stains, spills, and foreigndeposits. Rake grounds to a smooth, even-textured surface.1.7 DEMONSTRATION AND TRAINING

A. Engage qualified instructors to instruct Owner'spersonnel to adjust, operate, and maintain systems,subsystems, and equipment not part of asystem. Include a detailed review of the following:

1. Include instruction for basis of system design andoperational requirements, review of documentation,emergency procedures, operations,adjustments, troubleshooting, maintenance, and repairs.

SECTION 024119 - SELECTIVE STRUCTURE DEMOLITION

1.1 SECTION REQUIREMENTSA. Items indicated to be removed and salvaged remain

Owner's property. Carefully detach from existingconstruction, in a manner to prevent damage, anddeliver to Owner ready for reuse. Include fastenersor brackets needed for reattachment elsewhere.

B. Comply with EPA regulations and hauling and disposalregulations of authorities having jurisdiction. Comply withANSI A10.6 and NFPA 241.

C. Owner will occupy portions of building immediatelyadjacent to selective demolition area. Conductselective demolition so Owner's operations willnot be disrupted.

D. It is not expected that hazardous materials will beencountered in the Work. If materials suspected ofcontaining hazardous materials are encountered, donot disturb; immediately notify Architect andOwner. Hazardous materials will be removed by

Owner under a separate contract.1.2 DEFINITIONS

A. Remove: Detach items from existing construction andlegally dispose of them off-site, unless indicated tobe removed and salvaged or removed andreinstalled.

B. Remove and Salvage: Detach items from existingconstruction and deliver them to Owner ready for reuse.

C. Remove and Reinstall: Detach items from existingconstruction, prepare them for reuse, and reinstall themwhere indicated.

D. Existing to Remain: Existing items of construction thatare not to be removed and that are not otherwiseindicated to be removed, removed and salvaged,or removed and reinstalled.1.3 DEMOLITION

A. Requirements for Building Reuse:1. Maintain existing building structure (including

structural floor and roof decking) and envelope(exterior skin and framing, excludingwindow assemblies and nonstructural roofing

material) not indicated to be demolished; do notdemolish such existing construction beyond indicatedlimits.

2. Maintain existing interior nonstructural elements(interior walls, doors, floor coverings, and ceilingsystems) not indicated to be demolished; donot demolish such existing construction beyond indicated limits.

B. Maintain services/systems indicated to remain andprotect them against damage during selectivedemolition operations. Before proceeding withdemolition, provide temporary services/systems thatbypass area of selective demolition and that maintain

continuity of services/systems to other parts of thebuilding.

C. Locate, identify, shut off, disconnect, and seal or cap offindicated utility services and mechanical/electricalsystems serving areas to be selectively demolished.

D. Provide temporary barricades and other protectionrequired to prevent injury to people and damage toadjacent buildings and facilities to remain.

E. Provide and maintain shoring, bracing, and structuralsupports as required to preserve stability and preventmovement, settlement, or collapse of constructionand finishes to remain, and to prevent unexpected oruncontrolled movement or collapse of construction

being demolished.F. Provide temporary weather protection as required to

prevent water leakage and damage to structure andinterior areas.

G. Protect walls, ceilings, floors, and other existing finishwork that are to remain. Erect and maintain dustproofpartitions. Cover and protect furniture, furnishings, andequipment that have not been removed.

H. Neatly cut openings and holes plumb, square, and trueto dimensions required. Use cutting methods leastlikely to damage construction to remain or adjoiningconstruction.

I. Promptly remove demolition waste materials fromProject site and legally dispose of them. Do not burndemolished materials.

J. Clean adjacent structures and improvements of dust,dirt, and debris caused by demolition operations.Return adjacent areas to condition existing beforedemolition operations began.

SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY

1.1 SECTION REQUIREMENTSA. Submittals: ICC-ES evaluation reports for treated

wood.1.2 WOOD PRODUCTS, GENERAL

A. Lumber: Provide dressed lumber, S4S, marked withgrade 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 Boardof Review.

B. Provide preservative-treated materials for itemsindicated on Drawings, and the following:

1. Wood members in connection with roofing, flashing,vapor barriers, and waterproofing.

2. Concealed members in contact with masonry orconcrete.

3. Wood framing members that are less than 18 inches(460 mm) above the ground.

C. Fire-Retardant-Treated Materials: Comply withperformance requirements in AWPA C20.

1. Use Interior Type A, High Temperature (HT) whereindicated.

2. Use Interior Type A unless otherwise indicated.3. Identify with appropriate classification marking of a

testing and inspecting agency acceptable toauthorities having jurisdiction.

D. Provide fire-retardant treated materials for allmiscellaneous rough carpentry, unlessotherwise indicated on Drawings.1.4 LUMBER

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 gradewith 15 percent maximum moisture content of anyspecies. Provide for nailers, blocking, andsimilar members.1.5 PLYWOOD BACKING PANELS

A. Telephone and Electrical Equipment Backing Panels:Plywood, fire-retardant treated, not less than 3/4-inch(19-mm) nominal thickness.1.6 FASTENERS

A. Fasteners: Size and type indicated. Where roughcarpentry is exposed to weather, in ground contact, orin area of high relative humidity, providefasteners with hot-dip zinc coating complying withASTM A 153/A 153M.

1. Power-Driven Fasteners: CABO NER-272.1.7 INSTALLATION

A. Set miscellaneous rough carpentry to required levelsand lines, with members plumb, true to line, cut, andfitted. Locate nailers, blocking, and similarsupports to comply with requirements for attaching other construction.

B. Securely attach miscellaneous rough carpentry tosubstrates, 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

1.1 SECTION REQUIREMENTSA. Submittals: Product Data for solid-surfacing materials,

Shop Drawings and Samples showing the full range ofcolors, textures, and patterns available for each type offinish.

B. Quality Standard: Architectural Woodwork Institute's"Architectural Woodwork Quality Standards."

C. Environmental Limitations: Do not deliver or installwoodwork until building is enclosed, wet work iscompleted, and HVAC system is operating.1.2 MATERIALS

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 offilled plastic resin complying with ISSFA-2.

1. Products:a. As indicated on Drawings.

1.3 CABINET HARDWARE AND ACCESSORY MATERIALSA. 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: BHMAA156.9, B01361.

2. Semiconcealed Hinges for Overlay Doors: BHMAA156.9, B01521.

B. Frameless Concealed Hinges (European Type): BHMAA156.9, B01602, 100 degrees of opening.

C. Wire Pulls: Back mounted, solid metal, 4 inches (100mm) 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 andmatching plastic caps with slot for wire passage.

I. Exposed Hardware Finishes: Comply with BHMAA156.18 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 15percent moisture content.

SECTION 064023 - INTERIOR ARCHITECTURAL WOODWORK(continued)

1.4 INTERIOR WOODWORKA. Complete fabrication to maximum extent possible

before shipment to Project site. Disassemblecomponents only as necessary for shipmentand installation. Where necessary for fitting at site,

provide ample allowance for scribing, trimming, andfitting.

B. Backout or groove backs of flat trim members and kerfbacks of other wide, flat members, except for memberswith ends exposed in finished work.

C. Interior Standing and Running Trim for TransparentFinish: Premium grade, made from species asindicated 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: Premiumgrade.

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, unlessotherwise indicated on Drawings.

F. Interior Ornamental Work for Transparent Finish:Premium grade, made from species as indicated onDrawings.

G. Interior Ornamental Work for Opaque Finish: Premiumgrade, 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

otherwise indicated on Drawings.5. Veneer Matching within Panel Face: Center-balance

match, unless otherwise indicated on Drawings.6. Semi-exposed Surfaces Other Than Drawer Bodies:

Same species and cut indicated for exposedsurfaces.

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.

1. AWI Type of Cabinet Construction: Flush overlay,unless otherwise indicated on drawings.

2. Wood Species for Exposed Surfaces: Anyclosed-grain hardwood.

3. Panel Product for Exposed Surfaces:Medium-density fiberboard.

4. Veneer Matching within Panel Face: Center-balancematch.

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.1. AWI Type of Cabinet Construction: Flush overlay,

unless otherwise indicated on Drawings.2. Laminate Cladding: Horizontal surfaces other than

tops, HGS; postformed surfaces, HGP; verticalsurfaces, 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 onDrawings.

2. Fabricate tops in one piece with shop-appliedbacksplashes and edges.

3. Install integral sink bowls in countertops in shop.1.5 SHOP FINISHING OF INTERIOR ARCHITECTURALWOODWORK

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 ofpaneling and to end-grain surfaces.

2. Apply a vinyl wash coat to woodwork made fromclosed-grain wood before staining and finishing.

3. After staining, if any, apply paste wood filler toopen-grain woods and wipe off excess. Tint filler tomatch stained wood.

C. Transparent and Opaque Finish: AWI finish systemconversion varnish.1.6 INSTALLATION

A. Before installation, condition woodwork to averageprevailing humidity conditions in installation areas.

B. Install woodwork to comply with referenced qualitystandard for grade specified.

C. Install woodwork level, plumb, true, and straight. Shimas required with concealed shims. Install level and plumb(including tops) to a tolerance of 1/8 inch in 96 inches (3mm in 2400 mm).

D. Scribe and cut woodwork to fit adjoining work, refinishcut surfaces, and repair damaged finish at cuts.

E. Anchor woodwork to anchors or blocking built in ordirectly attached to substrates. Fasten withcountersunk concealed fasteners and blindnailing. 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) togreatest extent possible. Do not use pieces less than36 inches (900 mm) long, except where shorter

single-length pieces are necessary. Scarf runningjoints and stagger in adjacent and related members.

G. Anchor paneling to supports with concealedpanel-hanger clips and by blind nailing onback-up strips, splined-connection strips, andsimilar associated trim and framing.

H. Cabinets: Install so doors and drawers are accuratelyaligned. Adjust hardware to center doors and drawersin openings and to provide unencumbered operation.

1. Fasten wall cabinets through back, near top andbottom, at ends and not more than 16 inches (400mm) o.c. with No. 10 wafer-head screwssized for 1-inch (25-mm) penetration into wood framing, blocking, or hanging strips.

I. Anchor countertops securely to base units. Seal spacebetween backsplash and wall.

A01SPECIFICATIONS

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816.842.1878816.842.1292

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

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MARCH 15, 2011







SECTION 078413 - PENETRATION FIRESTOPPING

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Installer certificates

signed by Installer certifying that products have beeninstalled in compliance with requirements.1.2 PENETRATION FIRESTOPPING

A. Provide penetration firestopping materials that arecompatible with one another, substrates, andpenetrating items if any.

B. Penetrations in Fire-Resistance-Rated Walls andHorizontal Assemblies: Provide penetrationfirestopping with ratings determined per ASTM E814 or UL 1479, based on testing at a positivepressure differential of 0.01-inch wg (2.49 Pa).

1. F-Rating at Fire-Resistance-Rated Walls: Not lessthan that of construction penetrated.

2. F-Rating at Horizontal Assemblies: At least 1 hour,but not less than that of construction penetrated.

3. T-Rating at Horizontal Assemblies: At least 1 hour,but not less than the fire-resistance rating ofconstruction penetrated except forpenetrations within the cavity of a wall.

C. Penetrations in Smoke Barriers: Provide penetrationfirestopping with ratings determined per UL 1479.

1. L-Rating: Not exceeding 5.0 cfm/sq. ft. (0.025 cu.m/s per sq. m) of penetration opening at 0.30-inch wg(74.7 Pa) at both ambient and elevatedtemperatures.

D. Exposed Penetration Firestopping: Provide productswith flame-spread and smoke-developed indexes ofless than 25 and 450, respectively, as determined perASTM E 84.

E. Accessories: Provide components for each penetrationfirestopping system that are needed to install fill

materials and to maintain ratings required. Use onlythose components specified by penetrationfirestopping manufacturer and approved by qualified testing and inspecting agency.1.3 INSTALLATION

A. General: Install penetration firestopping to comply withmanufacturer's written installation instructions

and published drawings for products andapplications indicated.

B. Identify penetration firestopping with preprinted metalor plastic labels. Attach labels permanently to surfacesadjacent to and within 6 inches (150 mm) offirestopping edge so labels will be visible toanyone seeking to remove penetrating items or

firestopping. Include the following information onlabels:

1. The words "Warning - Penetration Firestopping - DoNot Disturb. Notify Building Management of AnyDamage."

2. Designation of applicable testing and inspectingagency.

3. Manufacturer's name.4. Installer's name.

SECTION 079200 - JOINT SEALANTS

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and color Samples.B. Environmental Limitations: Do not proceed with

installation of joint sealants when ambient andsubstrate temperature conditions are outside limitspermitted by joint-sealant manufacturer or are below 40 deg F (4.4 deg C).1.2 JOINT SEALANTS

A. Compatibility: Provide joint sealants, joint fillers, andother related materials that are compatible with oneanother and with joint substrates underservice and application conditions.

B. Sealant for Use in Interior Joints in Ceramic Tile andOther Hard Surfaces in Kitchens and Toilet Rooms andAround Plumbing Fixtures:

1. Single-component, mildew-resistant siliconesealant, ASTM C 920, Type S; Grade NS; Class25; for Use NT; formulated with fungicide.

C. Sealant for Interior Use at Perimeters of Door andWindow Frames:

1. Acrylic latex or siliconized acrylic latex, ASTM C 834,Type OP, Grade NF.

D. Acoustical Sealant:1. Nonsag, paintable, nonstaining latex sealant

complying with ASTM C 834 that effectivelyreduces airborne sound transmission as demonstrated by testing according to

ASTM E 90.1.3 MISCELLANEOUS MATERIALS

A. Provide sealant backings of material that arenonstaining; are compatible with jointsubstrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant

manufacturer based on field experience andlaboratory testing.

B. Cylindrical Sealant Backings: ASTM C 1330, of size anddensity to control sealant depth and otherwisecontribute to producing optimum sealantperformance.

C. Bond-Breaker Tape: Polyethylene tape or other plastictape recommended by sealant manufacturer forpreventing sealant from adhering to rigid,inflexible joint-filler materials or joint surfacesat back of joint. Provide self-adhesive tape where

applicable.D. Primer: Material recommended by joint-sealant

manufacturer where required for adhesion ofsealant to joint substrates indicated, asdetermined from preconstruction

joint-sealant-substrate tests and field tests.1.4 INSTALLATION

A. Comply with ASTM C 1193.B. Install sealant backings to support sealants during

application and to produce cross-sectional shapes anddepths of installed sealants that allow optimumsealant movement capability.

C. Install bond-breaker tape behind sealants wheresealant backings are not used between sealants andbacks of joints.

D. Acoustical Sealant Installation: At sound-ratedassemblies and elsewhere as indicated, sealperimeters, control joints, openings, and penetrationswith a continuous bead of acoustical sealant.

Install acoustical sealant at both faces of partitions.Comply with ASTM C 919.

SECTION 081113 - HOLLOW METAL DOORS AND FRAMES

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Shop Drawings.

1.2 MATERIALSA. Cold-Rolled Steel Sheets: ASTM A 1008/A 1008M,

suitable for exposed applications.B. Hot-Rolled Steel Sheets: ASTM A 1011/A 1011M, free of

scale, pitting, or surface defects.C. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, G60

(Z180) or A60 (ZF180).D. Frame Anchors: ASTM A 591/A 591M, 40Z (12G) coating

designation; mill phosphatized.E. Inserts, Bolts, and Fasteners: Hot-dip galvanized

according to ASTM A 153/A 153M.1.3 HOLLOW METAL DOORS AND FRAMES

A. Manufacturers: Subject to compliance withrequirements, available manufacturers offeringproducts that may be incorporated into theWork include, but are not limited to the following:

1. Amweld Building Products, LLC.2. Ceco Door Products; an Assa Abloy Group company.3. Pioneer Industries, Inc.4. Steelcraft; an Ingersoll-Rand company.

B. Fire-Rated Doors and Frames: Labeled by a testing andinspecting agency acceptable to authorities havingjurisdiction, based on testing at positive pressureaccording to NFPA 252 or UL 10C.

1. At vertical exit enclosures and exit passageways,provide doors that have a temperature rise rating of450 deg F (250 deg C).

C. Smoke-Control Door Assemblies: Comply with NFPA105 or

UL 1784.D. Doors: Complying with ANSI 250.8 for level and model

and ANSI A250.4 for physical-endurance level indicated,1-3/4 inches

(44 mm) thick unless otherwise indicated.1. Interior Doors: Level 1 and Physical Performance

Level C (Standard Duty), Model 2 (Seamless).2. Hardware Reinforcement: Fabricate according to

ANSI/SDI A250.6 with reinforcement plates fromsame material as door face sheets.

E. Frames: ANSI A250.8; conceal fastenings unlessotherwise indicated.

1. Steel Sheet Thickness for Interior Doors: 0.042 inch(1.0 mm).

2. Fabricate interior frames with mitered or coped andcontinuously welded corners, unless

otherwise indicated on Drawings.3. Hardware Reinforcement: Fabricate according to

ANSI/SDI A250.6 with reinforcement plates fromsame material as frames.

4. Frame Anchors: Not less than 0.042 inch (1.0 mm)thick.

F. Glazing Stops: Nonremovable stops on outside ofexterior doors and on secure side of interior doors;screw-applied, removable, glazing stops oninside, fabricated from same material as door

face sheet in which they are installed.G. Door Louvers: Sight proof per SDI 111C.

1. Fire-Rated Automatic Louvers: Actuated by fusiblelinks and listed and labeled.

H. Door Silencers: Three on strike jambs of single-doorframes and two on heads of double-door frames.

I. Prepare doors and frames as required to receivemortised and concealed hardware according to ANSIA250.6 and ANSI A115 Series standards.

J. Reinforce doors and frames to receive surface-appliedhardware.

K. Prime Finish: Manufacturer's standard, factory-appliedcoat of lead- and chromate-free primer complyingwith ANSI/SDI A250.10 acceptance criteria.1.4 INSTALLATION

A. Install hollow metal frames to comply with ANSI/SDIA250.11.

1. Fire-Rated Frames: Install according to NFPA 80.B. Install doors to provide clearances between doors and

frames as indicated in ANSI/SDI A250.11.C. Prime-Coat Touchup: Immediately after erection, sand

smooth rusted or damaged areas of prime coat andapply touchup of compatible air-drying rust-inhibitiveprimer.

SECTION 081416 - FLUSH WOOD DOORS

1.1 SECTION REQUIREMENTSA. Submittals: Samples for factory-finished and

plastic-laminate-faced doors.1.2 DOOR CONSTRUCTION, GENERAL

A. Quality Standard: WDMA I.S.1-A.B. Fire-Rated Wood Doors: Labeled by a testing and

inspecting agency acceptable to authorities havingjurisdiction based on testing at positivepressure according to NFPA 252 or UL 10C.

1. At vertical exit enclosures and exit passageways,provide doors that have a temperature rise ratingof 450 deg F (250 deg C).

C. WDMA I.S.1-A Performance Grade:1. Heavy Duty unless otherwise indicated.2. Extra Heavy Duty: Classrooms, Public toilets,

Janitor's closets, Assembly spaces and Exits.3. Standard Duty: Closets (not including janitor's

closets) and Private toilets.D. Particleboard-Core Doors: Provide structural

composite lumber cores instead of particleboard coresfor doors with exit devices or protection plates.

E. Fire-Protection-Rated Doors: Provide core specified ormineral core as needed to provide fire-protectionrating indicated. Provide the following for mineral-coredoors:

1. Composite blocking where required to eliminatethrough-bolting hardware.

2. Laminated-edge construction.3. Formed-steel edges and astragals for pairs of

doors.1.3 FLUSH WOOD DOORS

A. Doors for Transparent Finish:1. Interior Solid-Core Doors: Premium grade, five or

seven-ply,structural composite lumber cores.a. Faces: Grade AA, Species and Cut as indicated

on Drawings.b. Veneer Matching: Book and balance match,

unless otherwise indicated on Drawings.c. Pair matching and set matching.d. Continuous matching for doors with transoms.

B. Doors for Opaque Finish:1. Interior Solid-Core Doors: Premium grade,

three-ply, structural composite lumbercores.

a. Faces: Hardboard or MDF.C. Plastic-Laminate-Faced Doors:

1. Interior Solid-Core Doors: Custom grade, three-ply,structural composite lumber cores.

2. Exposed Vertical Edges: Plastic laminate thatmatches faces.1.4 LOUVERS AND LIGHT FRAMES

A. Louvers: Primed steel louvers, unless otherwiseindicated on Drawings.

B. Light Frames: Wood beads of same species as doorfaces.

1. At fire-rated doors provide primed steel framesapproved for use in doors of fire-protection ratingindicated.

SECTION 072100 - THERMAL INSULATION

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Test Reports.This

Section includes the following:1. Sound attenuation insulation.

1.2 PERFORMANCE REQUIREMENTSA. Plenum Rating: Provide glass-fiber insulation where

indicated in ceiling plenums whose test performance israted as follows for use in plenums as determined bytesting identical products per "Erosion Test"and "Mold Growth and Humidity Test" described in UL181, or on comparable tests from another standardacceptable to authorities having jurisdiction.

1. Erosion Test Results: Insulation shows no visibleevidence of cracking, flaking, peeling, or delaminationof interior surface of duct assembly, after testingfor 4 hours at 2500-fpm (13-m/s) air velocity.

2. Mold Growth and Humidity Test Results: Insulationshows no evidence of mold growth, delamination,or other deterioration due to the effects of highhumidity, after inoculation with Chaetomium globosium on all surfaces and storing for 60days at 100 percent relative humidity in the dark.1.3 QUALITY ASSURANCE

A. Fire-Test-Response Characteristics: Provide insulationand related materials with the fire-test-responsecharacteristics indicated, as determined by testingidentical products per ASTM E 84 for surface-burningcharacteristics and other methods indicated withproduct, by UL or another testing and inspecting agency

acceptable to authorities having jurisdiction. Identifymaterials with appropriate markings of applicabletesting and inspecting agency.1.4 GLASS-FIBER BLANKET INSULATION

A. Available Manufacturers: Subject to compliance withrequirements, manufacturers offering products

that may be incorporated into the Work include, but arenot limited to, manufacturers specified.

1. CertainTeed Corporation.2. Johns Manville.3. Knauf Fiber Glass.4. Owens Corning.

B. Unfaced, Glass-Fiber Blanket Insulation: ASTM C 665,Type I (blankets without membrane facing);consisting of fibers; with maximumflame-spread and smoke-developed indexes of 25 and

50, respectively; passing ASTM E 136 for combustion characteristics.

1.5 INSULATION FASTENERSA. Adhesively Attached, Spindle-Type Anchors: Plate

formed from perforated galvanized carbon-steelsheet, 0.030 inch (0.762 mm) thick by 2 inches (50mm) square, welded to projecting copper-coated steel spindle 0.105 inch (2.67 mm) in diameterand of length capable of holding insulation of thicknessindicated securely in position with 1-1/2-inch-(38-mm-) square or diameter self-locking washerscomplying with the following requirements:

1. Insulation-Retaining Washers: Self-lockingwashers formed from 0.016-inch- (0.41-mm-) thickgalvanized steel sheet, with beveled edge forincreased stiffness.

2. Where anchors are located in ceiling plenums,protect ends with capped self-locking washersincorporating a spring steel insert to ensurepermanent retention of cap.1.6 INSTALLATION, GENERAL

A. Comply with insulation manufacturer's writteninstructions applicable to products and applicationindicated.

B. Install insulation that is undamaged, dry, and unsoiledand that has not been left exposed at any time to ice,rain, and snow.

C. Extend insulation in thickness indicated to envelopentire area to be insulated. Cut and fit tightly aroundobstructions and fill voids with insulation.Remove projections that interfere with placement.

D. For preformed insulating units, provide sizes to fitapplications indicated and selected frommanufacturer's standard thicknesses, widths,and lengths. Apply single layer of insulation units to

produce thickness indicated unless multiple layers areotherwise shown or required to make up total thickness.1.7 INSTALLATION OF GENERAL BUILDING INSULATION

A. Install mineral-fiber insulation in cavities formed byframing members according to the followingrequirements:

1. Use insulation widths and lengths that fill thecavities formed by framing members. If more than onelength is required to fill cavity, providelengths that will produce a snug fit between

ends.2. Place insulation in cavities formed by framing

members to produce a friction fit between edges ofinsulation and adjoining framing members.

3. Maintain 3-inch (76-mm) clearance of insulationaround recessed lighting fixtures.

4. Install eave ventilation troughs between roofframing members in insulated attic spaces at ventedeaves.

5. For metal-framed wall cavities where cavity heightsexceed 96 inches (2438 mm), support unfacedblankets mechanically and support facedblankets by taping flanges of insulation to flanges

of metal studs.B. Stuff glass-fiber loose-fill insulation into miscellaneous

voids and cavity spaces where shown. Compact toapproximately 40 percent of normal maximumvolume equaling a density of approximately

2.5 lb/cu. ft. (40 kg/cu. m).1.8 INSTALLATION OF INSULATION IN CEILINGS FOR SOUNDATTENUATION

A. Where indicated on drawings, install 3-inch- (76-mm-)thick, unfaced glass-fiber blanket insulation oversuspended ceilings at partitions in a width that extendsinsulation 48 inches (1219 mm) on either side ofpartition.

SECTION 083113 - ACCESS DOORS AND FRAMES

1.1 SECTION REQUIREMENTSA. Submittals: Product Data.B. Fire-Rated Access Doors and Frames: Labeled by a

testing and inspecting agency acceptable toauthorities having jurisdiction based ontesting per the following:

1. Vertical Access Doors: NFPA 252 or UL 10C.2. Horizontal Access Doors and Frames: ASTM E 119.

1.2 MATERIALSA. Steel Sheets: ASTM A 1008/A 1008M or ASTM A 591/A

591M.B. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, with

A60 (ZF180) or G60 (Z180) coating.C. Stainless-Steel Sheets: ASTM A 666, Type 304, with No.

4 directional satin finish.1.3 ACCESS DOORS AND PANELS

A. Flush Access Doors and Trimless Frames:Prime-painted steel units with drywall beadflange.

B. Fire-Rated, Insulated, Flush Access Doors andTrimless Frames: Prime-painted steel, self-latchingunits with automatic closer.

C. Locks: Flush to finished surface, screwdriver operated.1.4 INSTALLATION

A. Install access doors and panels accurately in position.Adjust hardware and door and panels for properoperation.

B. Install fire-rated access doors and panels according toNFPA 80.

SECTION 081416 - FLUSH WOOD DOORS (continued)

1.5 FABRICATION AND FINISHINGA. Factory fit doors to suit frame-opening sizes indicated

and to comply with clearances specified.B. Factory machine doors for hardware that is not surface

applied. Locate hardware to comply with DHI-WDHS-3.C. Cut and trim openings to comply with referenced

standards.1. Trim light openings with moldings indicated.

2 . Factory install glazing in doors indicated to be factoryfinished.

3. Factory install louvers in prepared openings.D. If indicated on Drawings, factory finish doors indicated

for transparent finish with stain and manufacturer'sstandard finish complying with WDMA TR-4, conversionvarnish for grade specified for doors.

1. Sheen: As indicated on Drawings.E. If indicated on Drawings, factory finish doors indicated

for opaque finish with manufacturer's standard finishcomplying with WDMA OP-4, conversion varnish forgrade specified for doors.

1. Sheen: As indicated on Drawings.1.6 INSTALLATION

A. Install doors to comply with manufacturer's writteninstructions and WDMA I.S.1-A, and as indicated.

1. Install fire-rated doors to comply with NFPA 80.B. Clearances: As follows unless otherwise indicated:

1. 1/8 inch (3.2 mm) at heads, jambs, and betweenpairs of doors.

2. 1/8 inch (3.2 mm) from bottom of door to top ofdecorative floor finish or covering.

3. 1/4 inch (6.4 mm) from bottom of door to top ofthreshold.

4. Comply with NFPA 80 for fire-rated doors.C. Repair, refinish, or replace factory-finished doors

damaged during installation, as directed by Architect.

SECTION 087100 - DOOR HARDWARE

1.1 SECTION REQUIREMENTSA. Submittals: Hardware schedule and keying schedule.B. Deliver keys to Owner.C. Fire-Resistance-Rated Assemblies: Provide products

that comply with NFPA 80 and are listed and labeled by atesting and inspecting agency acceptable toauthorities having jurisdiction for applications indicated. On exit devices provide label indicating

"Fire Exit Hardware."1.2 HARDWARE

A. Manufacturers:1. As indicated on Drawings.

B. Hinges:1. Ball-bearing hinges for doors with closers and entry

doors.2. 2 hinges for 1-3/8-inch- (35-mm-) thick wood doors.3. 3 hinges for 1-3/4-inch- (45-mm-) thick doors 90

inches(2300 mm) or less in height; 4 hinges for doors more

than90 inches (2300 mm) in height.

C. Locksets and Latchsets:1. BHMA A156.2, Series 4000, Grade 1 for bored locks

and latches.2. BHMA A156.3, Grade 1 for exit devices.3. BHMA A156.5, Grade 1 for auxiliary locks.4. BHMA A156.12, Series 5000, Grade 1 for

interconnected locks and latches.5. BHMA A156.13, Series 1000, Grade 1 for mortise

locks and latches.6. Lever handles on locksets and latchsets.7. Provide trim on exit devices matching locksets.

D. Key locks to Owner's existing master-key system.E. Closers:

1. Mount closers on interior side (room side) of dooropening. Provide regular-arm, parallel-arm,or top-jamb-mounted closers asnecessary.

2. Adjustable delayed opening (accessible to peoplewith disabilities) feature on closers.

F. Provide wall stops or floor stops for doors withoutclosers.

G. Provide hardware finishes as indicated on Drawings.1.3 INSTALLATION

A. Mount hardware in locations recommended by the Doorand Hardware Institute unless otherwise indicated.1.4 HARDWARE SCHEDULE

A. As indicated on Drawings.

SECTION 088000 - GLAZING

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and 12-inch- (300-mm-)

square Samples.B. Safety Glass: Category II materials complying with

testing requirements in 16 CFR 1201.C. Glazing Publications: Comply with published

recommendations of glass product manufacturersand organizations below, unless morestringent requirements are indicated.

1. GANA Publications: GANA's "Laminated GlazingReference Manual" and GANA's "GlazingManual."

D. Safety Glazing Labeling: Where safety glazing labelingis indicated, permanently mark glazing with certificationlabel of the SGCC or another certification agencyacceptable to authorities having jurisdiction. Label shall indicate manufacturer's name, typeof glass, thickness, and safety glazing standard withwhich glass complies.1.2 GLASS PRODUCTS

A. Float Glass: ASTM C 1036, Type I, Quality-Q3.B. Heat-Treated Float Glass: ASTM C 1048; Type I;

Quality-Q3.C. Patterned Glass: ASTM C 1036, Type II, Class 1 (clear),

Form 3; Quality-Q6.D. Tempered Patterned Glass: ASTM C 1048, Kind FT

(fully tempered), Type II, Class 1 (clear), Form 3;Quality-Q6.

E. Laminated Glass: ASTM C 1172, and complying withtesting requirements in 16 CFR 1201 for Category IImaterials.1.3 MONOLITHIC GLASS < MGL >

A. Products:1. As indicated on Drawings.

1.4 LAMINATED GLASS < LGL >A. Products:

1. As indicated on Drawings.1.5 GLAZING SEALANTS

A. Glazing Sealant: Neutral-curing silicone glazingsealant complying with ASTM C 920, Type S, Grade NS,Class 25, Use NT.1.6 INSTALLATION

A. Comply with combined recommendations ofmanufacturers of glass, sealants, gaskets, andother glazing materials, unless more stringentrequirements are contained in GANA's "Glazing Manual."

B. Set glass lites in each series with uniform pattern,draw, bow, and similar characteristics.

C. Remove nonpermanent labels, and clean surfacesimmediately after installation.

SECTION 092216 - NON-STRUCTURAL METAL FRAMING

1.1 SECTION REQUIREMENTSA. Submittals: Product Data.

1.2 PERFORMANCE REQUIREMENTSA. Fire-Resistance-Rated Assemblies: Provide materials

and construction identical to those tested inassemblies per ASTM E 119 by an independenttesting and inspecting agency acceptable to authoritieshaving jurisdiction.

B. STC-Rated Assemblies: Provide materials andconstruction identical to those tested inassemblies per ASTM E 90 and classified perASTM E 413 by a qualified independent testing and inspecting agency.1.3 METAL FRAMING AND SUPPORTS

A. Steel Framing Members, General: ASTM C 754.1. Steel Sheet Components: ASTM C 645. Thickness

specified is minimum uncoated base-metal thickness.2. Protective Coating: manufacturer's standard

corrosion-resistant zinc coating.B. Suspended Ceiling and Soffit Framing:

1. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating,soft temper, 0.0625-inch (1.59-mm) diameter, ordouble strand of 0.0475-inch- (1.21-mm-)diameter wire.

2. Wire Hangers: ASTM A 641/A 641M, Class 1 zinccoating, soft temper, and 0.162-inch (4.12-mm)diameter.

3. Carrying Channels: Cold-rolled steel, 0.0538 inch(1.37 mm) thick, 1-1/2 inches (38.1 mm) deep.

4. Furring Channels: Steel, rigid hat-shaped channels;7/8 inch (22.2 mm) deep, 0.0296 inch (0.752 mm) thick.

5. Grid Suspension System for Interior Ceilings:Interlocking, direct-hung system.

C. Partition and Soffit Framing:1. Studs and Runners: In depth indicated and 0.0296

inch(0.752 mm) thick unless otherwise indicated on

Drawings.2. Flat Strap and Backing: 0.0296 inch (0.752 mm)

thick.3. Rigid Hat-Shaped Furring Channels: In depth

indicated and 0.0296 inch (0.752 mm) thick.4. Resilient Furring Channels: 1/2 inch (12.7 mm)

deep, with single- or double-leg configuration.5. Cold-Rolled Furring Channels: 0.0538 inch (1.37

mm) thick,3/4 inch (19.1 mm) deep.

6. Z-Furring: In depth required by insulation,1-1/4-inch (31.8-mm) face flange,7/8-inch (22.2-mm) wall-attachment flange, and 0.0179 inch (0.454 mm) thick.1.4 ACCESSORIES

A. General: Comply with referenced installationstandards.

1. Fasteners for Metal Framing: Of type, material,size, corrosion resistance, holding power, andother properties required to fastensteel members to substrates.

B. Acoustical Sealant for Concealed Joints: Nonsag, latexsealant complying with ASTM C 834.1.5 INSTALLATION

A. Install steel framing to comply with ASTM C 754 andwith

ASTM C 840 requirements that apply to framinginstallation and with United States Gypsum's"Gypsum Construction Handbook."

1. Gypsum Plaster Assemblies: Also comply withASTM C 841.

2. Portland Cement Plaster Assemblies: Also complywith

ASTM C 1063.3. Gypsum Veneer Plaster Assemblies: Also comply

withASTM C 844.

B. Install supplementary framing, and blocking to supportfixtures, equipment services, heavy trim, grab bars, toiletaccessories, furnishings, or similar construction.

C. Isolate steel framing from building structure, except atfloor, to prevent transfer of loading imposed bystructural movement.

1. Where studs are installed directly against exteriorwalls, install asphalt-felt or foam-gasket isolationstrip between studs and wall.

D. Fire-Resistance-Rated Assemblies: Comply withrequirements of listed assemblies.

SECTION 092900 - GYPSUM BOARD

1.1 SUBMITTALSA. Product Data and Samples of Trim Accessories.

1.2 QUALITY ASSURANCEA. Fire-Resistance-Rated Assemblies: For

fire-resistance-rated assemblies, providematerials and construction identical to those tested in assembly indicated according to ASTM E 119 by an

independent testing agency.B. STC-Rated Assemblies: For STC-rated assemblies,

provide materials and construction identical to thosetested in assembly indicated according to ASTM E 90and classified according to

ASTM E 413 by an independent testing agency.1.3 INTERIOR GYPSUM BOARD

A. General: Complying with ASTM C 36/C 36M orASTM C 1396/C 1396M, as applicable to type of gypsum

board indicated and whichever is more stringent.1. Available Manufacturers: Subject to compliance

with requirements, manufacturers offeringproducts that may be incorporated intothe Work include, but are not limited to, the following:

a. American Gypsum Co.b. G-P Gypsum.c. National Gypsum Company.d. USG Corporation.

B. Regular Type:1. Thickness: 5/8 inch (12.7 mm), unless otherwise

indicated on Drawings.C. Type X:

1. Thickness: 5/8 inch (15.9 mm), unless otherwiseindicated on Drawings.

D. Special Type X: Having improved fire resistance overstandard Type X, and complying with requirements offire-resistance-rated assemblies indicated onDrawings.

1. Thickness: As required by fire-resistance-ratedassembly indicated on Drawings.

E. Flexible Type: Manufactured to bend to fit radii and tobe more flexible than standard regular-type gypsumboard of same thickness.

1. Thickness: 1/4 inch (6.4 mm).F. Ceiling Type: Manufactured to have more sag

resistance than regular-type gypsum board.1. Thickness: 1/2 inch (12.7 mm).

G. Abuse-Resistant Type: Manufactured to producegreater resistance to surface indentation andthrough-penetration (impact resistance) thanstandard, regular-type and Type X gypsum board.

1. Core: 5/8 inch (15.9 mm), Type X, unless otherwiseindicated on Drawings.

H. Moisture- and Mold-Resistant Type: With moisture-and mold-resistant core and surfaces.

1. Core: 5/8 inch (15.9 mm), Type X, unless otherwiseindicated on Drawings.1.4 TILE BACKING PANELS

A. Water-Resistant Gypsum Backing Board: ASTM C630/C 630M or ASTM C 1396/C 1396M.

1. Available Manufacturers: Subject to compliancewith requirements, manufacturers offeringproducts that may be incorporated intothe Work include, but are not limited to, the following:

a. American Gypsum Co.b. G-P Gypsum.c. National Gypsum Company.d. USG Corporation.

2. Core: 5/8 inch (15.9 mm), Type X, unless otherwiseindicated on Drawings.

B. Glass-Mat, Water-Resistant Backing Board:1. Complying with ASTM C 1178/C 1178M.

a. Product: Subject to compliance withrequirements, provide "DensShield TileGuard" by G-P Gypsum or equal.

2. Complying with ASTM C1177/C 1177M.a. Product: Subject to compliance with

requirements, provide "DensArmorPlus Interior Guard" by G-P Gypsum.

3. Core: 5/8 inch (15.9 mm), Type X, unless otherwiseindicated on Drawings.1.5 TRIM ACCESSORIES

A. Interior Trim: ASTM C 1047.1. Material: Galvanized or aluminum-coated steel

sheet or rolled zinc.2. Shapes:

a. Cornerbead.b. Bullnose bead.c. LC-Bead: J-shaped; exposed long flange

receives joint compound.d. L-Bead: L-shaped; exposed long flange receives

joint compound.e. U-Bead: J-shaped; exposed short flange does

not receive joint compound.f. Expansion (control) joint.g. Curved-Edge Cornerbead: With notched or

flexible flanges.B. Aluminum Trim: Extruded accessories of profiles and

dimensions indicated.1. Available Manufacturers: Subject to compliance

with requirements, manufacturers offeringproducts that may be incorporated intothe Work include, but are not limited to, the following:

a. Fry Reglet Corp.b. Gordon, Inc.c. Pittcon Industries.

2. Aluminum: Alloy and temper with not less than thestrength and durability properties of ASTM B 221(ASTM B 221M),

Alloy 6063-T5.3. Finish: As indicated on Drawings.

1.6 JOINT TREATMENT MATERIALSA. General: Comply with ASTM C 475/C 475M.B. Joint Tape:

1. Interior Gypsum Wallboard: Paper.2. Exterior Gypsum Soffit Board: Paper.3. Glass-Mat Gypsum Sheathing Board: 10-by-10 glass

mesh.4. Tile Backing Panels: As recommended by panel

manufacturer.

SECTION 092900 - GYPSUM BOARD (continued)

C. Joint Compound for Interior Gypsum Wallboard: Foreach coat use formulation that is compatible with othercompounds applied on previous or for successivecoats.

1. Prefilling: At open joints and damaged surfaceareas, use setting-type taping compound.

2. Embedding and First Coat: For embedding tape andfirst coat on joints, fasteners, and trim flanges, usedrying-type, all-purpose compound.

a. Use setting-type compound for installingpaper-faced metal trim accessories.

3. Fill Coat: For second coat, use drying-type,all-purpose compound.

4. Finish Coat: For third coat, use drying-type,all-purpose compound.

5. Skim Coat: For final coat of Level 5 finish, usehigh-build interior coating product designedfor application by airless sprayer and to beused instead of skim coat to produce Level 5 finish.

D. Joint Compound for Tile Backing Panels:1. Water-Resistant Gypsum Backing Board: Use

setting-type taping compound and setting-type,sandable topping compound.

2. Glass-Mat, Water-Resistant Backing Panel: Asrecommended by backing panel manufacturer.1.7 AUXILIARY MATERIALS

A. General: Provide auxiliary materials that comply withreferenced installation standards and manufacturer'swritten recommendations.

B. Laminating Adhesive: Adhesive or joint compoundrecommended for directly adhering gypsum panels tocontinuous substrate.

C. Steel Drill Screws: ASTM C 1002, unless otherwiseindicated.

1. Use screws complying with ASTM C 954 forfastening panels to steel members from0.033 to 0.112 inch (0.84 to 2.84 mm) thick.

D. Sound Attenuation Blankets: ASTM C 665, Type I(blankets without membrane facing) produced bycombining thermosetting resins withmineral fibers manufactured from glass, slag wool, or rock

wool.1. Fire-Resistance-Rated Assemblies: Comply with

mineral-fiber requirements of assembly.E. Acoustical Sealant: As specified in Division 07 Section

"Joint Sealants.1.8 APPLYING AND FINISHING PANELS, GENERAL

A. Comply with ASTM C 840.B. Examine panels before installation. Reject panels that

are wet, moisture damaged, and mold damaged.C. Isolate perimeter of gypsum board applied to

non-load-bearing partitions at structuralabutments, except floors. Provide 1/4- to 1/2-inch-(6.4- to 12.7-mm-) wide spaces at these locations, and

trim edges with edge trim where edges of panels areexposed. Seal joints between edges and abuttingstructural surfaces with acoustical sealant.1.9 APPLYING INTERIOR GYPSUM BOARD

A. Install interior gypsum board in the following locations:1. Regular Type: Vertical surfaces, unless otherwise

indicated.2. Type X: Where required for fire-resistance-rated

assembly.3. Special Type X: Where required for specific

fire-resistance-rated assembly indicated.4. Flexible Type: Apply in double layer at curved

assemblies.5. Ceiling Type: Ceiling surfaces.6. Abuse-Resistant Type: As indicated on Drawings.7. Moisture- and Mold-Resistant Type: Vertical

surfaces in rooms containing plumbing fixturesand as indicated on Drawings.1.10 APPLYING TILE BACKING PANELS

A. Water-Resistant Gypsum Backing Board: Install on allvertical surfaces indicated to receive tile.

B. Glass-Mat, Water-Resistant Backing Panel: Complywith manufacturer's written installationinstructions and install at showers, tubs,and where indicated. Install with 1/4-inch (6.4-mm)

gap where panels abut other construction or penetrations.1.11 INSTALLING TRIM ACCESSORIES

A. General: For trim with back flanges intended forfasteners, attach to framing with same fasteners usedfor panels. Otherwise, attach trim according tomanufacturer's written instructions.

B. Control Joints: Install control joints according to ASTMC 840 and in specific locations approved by Architect forvisual effect.

C. Interior Trim: Install in the following locations:1. Cornerbead: Use at outside corners, unless

otherwise indicated.2. Bullnose Bead: Use where indicated.3. LC-Bead: Use at exposed panel edges.4. L-Bead: Use where indicated.5. U-Bead: Use where indicated.6. Curved-Edge Cornerbead: Use at curved openings.

D. Aluminum Trim: Install in locations indicated onDrawings.1.12 FINISHING GYPSUM BOARD

A. General: Treat gypsum board joints, interior angles,edge trim, control joints, penetrations, fastenerheads, surface defects, and elsewhere as requiredto prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from

adjacent surfaces.B. Prefill open joints and damaged surface areas.C. Apply joint tape over gypsum board joints, except those

with trim having flanges not intended for tape.D. Gypsum Board Finish Levels: Finish panels to levels

indicated below:1. Level 1: Ceiling plenum areas, concealed areas, and

where indicated.2. Level 2: Panels that are substrate for tile and where

indicated on Drawings.3. Level 3: Where indicated on Drawings.4. Level 4: At panel surfaces that will be exposed to

view, unless otherwise indicated.a. Primer and its application to surfaces are

specified in other Division 09 Sections.5. Level 5: Where indicated on Drawings.

a. Primer and its application to surfaces arespecified in other Division 09 Sections.

E. Glass-Mat, Water-Resistant Backing Panels: Finishaccording to manufacturer's written instructions.1.13 PROTECTION

A. Protect installed products from damage from weather,condensation, direct sunlight, construction, and

other causes during remainder of theconstruction period.

B. Remove and replace panels that are wet, moisturedamaged, and mold damaged.

1. Indications that panels are wet or moisture damagedinclude, but are not limited to, discoloration, sagging, orirregular shape.

2. Indications that panels are mold damaged include, butare not limited to, fuzzy or splotchy surfacecontamination and discoloration.

SECTION 093000 - TILING

1.1 SECTION REQUIREMENTSA. Submittals: Product Data for each type of product

indicated and Samples for tile and grout.B. Obtain tile of each type and color or finish from same

production run for each contiguous areaC. Deliver and store packaged materials in original

containers with seals unbroken and labels intact until timeof use.1.2 CERAMIC, PORCELAIN, STONE AND GLASS TILE < TIL >


1.3 INSTALLATION MATERIALSA. Fiber-Cement Underlayment: ASTM C 1288, 1/2 inch

(12.7 mm) thick.B. Waterproofing Membranes for Thin-Set Installations:

ANSI A118.10, fabric-faced chlorinated polyethylene,PVC, or polyethylene sheet product.

C. Setting and Grouting Materials: Comply with materialstandards in ANSI's "Specifications for the Installationof Ceramic Tile" that apply to materials andmethods indicated.

1. Thin-Set Mortar Type: Latex-portland cement.2. Grout Type: Polymer modified unless otherwise

indicated.1.4 INSTALLATION

A. Comply with TCA's "Handbook for Ceramic TileInstallation" for TCA installation methodsspecified in tile installation schedules. Complywith parts of ANSI A108 Series "Specifications for

Installation of Ceramic Tile" that are referenced in TCAinstallation methods, specified in tile installationschedules, and apply to types of setting and groutingmaterials used.

1. For installations indicated below, follow proceduresin ANSI's "Specifications for the Installation ofCeramic Tile" for providing 95 percentmortar coverage.

a. Tile floors in wet areas.b. Tile floors in laundries.c. Tile floors composed of tiles 8 by 8 inches (200 by

200 mm) or larger.d. Tile floors composed of rib-backed tiles.

B. Perform cutting and drilling of tile without marringvisible surfaces. Carefully grind cut edges of tileabutting trim, finish, or built-in items for straightaligned joints. Fit tile closely to electricaloutlets, piping, fixtures, and other penetrations so plates,

collars, or covers overlap tile.C. Lay tile in grid pattern unless otherwise indicated.

Align joints where adjoining tiles on floor, base, walls,and trim are the same size.

D. Where indicated, prepare substrates to receivewaterproofing by applying a reinforced mortar bedthat complies with ANSI A108.1A and is sloped 1/4inch per foot (1:50) toward drains.

E. Install waterproofing to comply with ANSI A108.13.F. Do not install tile over waterproofing until

waterproofing has cured and been tested to determinethat it is watertight.

G. Interior Floor Tile Installation Method(s):1. Over Concrete Subfloors: TCA F113 (thin-set

mortar).2. Over Waterproof Membranes on Concrete Subfloors:

TCA F122 (thin-set mortar).H. Interior Wall Tile Installation Method(s):

1. Over Concrete and Masonry: TCA W202 (thin-setmortar).

2. Over Metal Studs or Furring: TCA W243 (thin-setmortar on gypsum board).

3. Bathtub Wall Installations, Metal Studs or Furring:TCA B413 with thin-set mortar (thin-set mortar onwater-resistant gypsum board).

4. Bathtub/Shower Wall Installations, Metal Studs orFurring: TCA B419 with thin-set mortar (thin-setmortar on glass-mat, water-resistant backerboard).

5. Shower Receptor and Wall Installations, Concrete orMasonry: TCA B421 (thin-set mortar over waterproofmembrane).

6. Shower Receptor and Wall Installations, Metal Studsor Furring: TCA B420 (thin-set mortar on glass-mat,water-resistant backer board).

A01SPECIFICATIONS

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816.842.1878816.842.1292

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MARCH 15, 2011







SECTION 097200 - WALL COVERINGS

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Samples.B. Extra Materials: Deliver to Owner full-width rolls of

wall covering equal to 5 percent of amount of each typeinstalled, packaged with protective covering forstorage.1.2 WALL COVERING < WLC >


B. Surface-Burning Characteristics: Flame-spread andsmoke-developed indexes of not more than 25

and 450, respectively, per ASTM E 84.1.3 ACCESSORIES

A. Adhesive: Mildew-resistant, nonstaining, strippableadhesive, for use with specific wall covering andsubstrate application, as recommended inwriting by wall covering manufacturer.

B. Primer/Sealer: Mildew-resistant primer/sealerrecommended in writing by wall coveringmanufacturer for intended substrate.1.4 INSTALLATION

A. Preparation:1. Clean substrates of substances that could impair

wall covering's bond, including mold, mildew,oil, grease, incompatible primers, anddirt.

2. Prepare substrates to achieve a smooth, dry, cleansurface free of flaking, unsound coatings, cracks, anddefects.

3. Moisture Content: Maximum of 5 percent on newplaster, concrete, and concrete masonry unitswhen tested with an electronicmoisture meter.

4. Prime new gypsum board.5. Check painted surfaces for pigment bleeding and

treat areas susceptible to pigment bleeding. Sandgloss, semigloss, and eggshell finishes withfine sandpaper.

6. Acclimatize wall covering materials by removingthem from packaging in the installation areasnot less than 24 hours beforeinstallation.

B. Install seams vertical and plumb, with no horizontalseams.

C. Match pattern 72 inches (1830 mm) above finish floor.D. Remove excess adhesive at finished seams, perimeter

edges, and adjacent surfaces using cleaning methodsrecommended by wall covering manufacturer.Replace strips that cannot be cleaned.

SECTION 099100 - PAINTING

1.1 SECTION REQUIREMENTSA. Submittals:

1. Product Data. Include printout of MPI's "MPIApproved Products List" with producthighlighted.

2. Samples.B. Mockups: Full-coat finish Sample of each type of

coating, color, and substrate, applied where directed.C. Extra Materials: Deliver to Owner 1 gal. (3.8 L) of each

color and type of finish coat paint used on Project, incontainers, properly labeled and sealed.1.2 PAINT < PNT >

A. MPI Standards: Provide materials that comply with MPIstandards indicated and listed in its "MPI ApprovedProducts List."

B. Material Compatibility: Provide materials that arecompatible with one another and with substrates.

1. For each coat in a paint system, provide productsrecommended in writing by manufacturers oftopcoat for use in paint system and on substrateindicated.

C. Colors and sheens: As indicated on Drawings.1.3 PREPARATION

A. Comply with recommendations in MPI's "MPIArchitectural Painting Specification Manual"applicable to substrates indicated.

B. Remove hardware, lighting fixtures, and similar itemsthat are not to be painted. Mask items that cannot beremoved. Reinstall items in each area afterpainting is complete.

C. Clean and prepare surfaces in an area before beginningpainting in that area. Schedule painting so cleaningoperations will not damage newly paintedsurfaces.1.4 APPLICATION

A. Comply with recommendations in MPI's "MPIArchitectural Painting Specification Manual"applicable to substrates indicated.

B. Paint exposed surfaces, new and existing, unlessotherwise indicated.

1. Paint surfaces behind movable equipment andfurniture same as similar exposed surfaces.

2. Paint surfaces behind permanently fixed equipmentor furniture with prime coat only.

3. Paint the back side of access panels.4. Color-code mechanical piping in accessible ceiling

spaces.5. Do not paint prefinished items, items with an

integral finish, operating parts, and labelsunless otherwise indicated.

C. Apply paints according to manufacturer's writteninstructions.

1. Use brushes where the use of other applicators isnot practical.

2. Use rollers for finish coat on interior walls andceilings.

D. Apply paints to produce surface films withoutcloudiness, spotting, holidays, laps, brush marks,roller tracking, runs, sags, ropiness, or other surfaceimperfections. Cut in sharp lines and color breaks.

1. If undercoats or other conditions show throughtopcoat, apply additional coats until cured film hasa uniform paint finish, color, andappearance.

E. Apply stains and transparent finishes to producesurface films without color irregularity,cloudiness, holidays, lap marks, brush marks,runs, ropiness, or other imperfections. Use multiple coats

to produce a smooth surface film of even luster.1.5 INTERIOR PAINT APPLICATION SCHEDULE

A. Concrete, Nontraffic Surfaces:1. Alkyd: Two coats over primer/sealer: MPI INT 3.1D.

B. Clay Masonry:1. Alkyd: Two coats over primer/sealer: MPI INT 4.1D.

C. Concrete Masonry Units:1. Alkyd: Two coats over latex block filler: MPI INT

4.2C.D. Steel:

1. Latex: Two coats over quick-drying alkyd primer:MPI INT 5.1Q.

E. Galvanized Metal:1. Latex: Two coats over cementitious

galvanized-metal primer: MPI INT 5.3A.F. Aluminum:

1. Latex: Two coats over quick-drying primer foraluminum: MPI INT 5.4H.

G. Dressed Lumber: Including architectural woodworkand doors.

1. Latex: Two coats over alkyd primer: MPI INT 6.3U.2. Polyurethane: Three coats over stain: MPI INT 6.3E.

H. Wood Panel-Products:1. Polyurethane: Three coats over stain: MPI INT 6.4E.

I. Gypsum Board:1. Latex: Two coats over primer/sealer: MPI INT 9.2A.

J. Plaster:1. Latex: Two coats over primer/sealer: MPI INT 9.2A.

SECTION 104413 - FIRE EXTINGUISHER CABINETS

1.1 SECTION REQUIREMENTSA. Submittals: Product Data.B. Fire-Rated, Fire-Protection Cabinets: Listed and

labeled to comply with requirements in ASTM E 814for fire-resistance rating of walls where they areinstalled.1.2 FIRE EXTINGUISHER CABINETS < FEC >

A. Fire Extinguisher Cabinets:1. Products:

a. As indicated on Drawings.1.3 INSTALLATION

A. Install cabinets at 54 inches (1372 mm) above finishedfloor to top of cabinet.

B. Install Fire Extinguiser and Mounting Bracket < PFE > ineach cabinet.

C. Fire-Rated Hose or Valve Cabinets: Install cabinet withnot more than 1/16-inch (1.6-mm) tolerance betweenpipe OD and knockout OD. Seal throughpenetrations with firestopping sealant.

D. Identification: Apply vinyl lettering at locationsindicated.

SECTION 104416 - FIRE EXTINGUISHERS

1.1 SECTION REQUIREMENTSA. Submittals: Product Data.

1.2 FIRE EXTINGUISHERS AND BRACKETS < PFE >A. Portable Fire Extinguishers: NFPA 10, listed and

labeled for the type, rating, and classification ofextinguisher.

1. Manufacturers: Subject to compliance withrequirements, available manufacturersoffering products that may be incorporated into the Work include, but are not limited to, the

following:a. Amerex Corporation.b. Ansul incorporated; Tyco International Ltd.c. Badger Fire Protection; a Kidde company.d. Larsen's manufacturing Company.

2. Multipurpose Dry-Chemical Type: UL-rated2-A:10-B:C, 5-lb (2.3-kg) nominal capacity, inenameled-steel container.

B. Mounting Brackets: Manufacturer's standard steel,designed to secure fire extinguisher to wall or structure,of sizes required for fire extinguishers indicated,with plated or baked-enamel finish.1.3 INSTALLATION

A. Install mounting brackets in locations indicated at 54inches

(1372 mm) above finished floor to top of fireextinguisher.

B. Install fire extinguishers in mounting brackets andcabinets where indicated.

SECTION 122113 - HORIZONTAL LOUVER BLINDS

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Samples.B. Product Standard: Unless otherwise indicated, comply

withWCMA A 100.1.

1.2 HORIZONTAL LOUVER BLINDS < HLB >A. Products:

1. As indicated on Drawings.B. Provide blinds passing flame-resistance testing

according toNFPA 701.

C. Mounting: As indicated on Drawings.D. Fabrication: Comply with AWCMA Document 1029

unless otherwise indicated.1. Fabricate concealed components from

noncorrodible or corrosion-resistant-coated materials.

2. Provide lifting and tilting mechanisms withpermanently lubricated moving parts.1.3 INSTALLATION

A. Install blinds level, plumb, and located not closer than 2inches

(51 mm) to interior face of glass.1. Flush Mounted: Install blinds with louver edges

flush with finish face of opening when slats aretilted open.

2. Jamb Mounted: Install headrail flush with face ofopening jamb and head.

3. Head Mounted: Install headrail on face of openinghead.

4. Recessed: Install headrail concealed within blindpocket.

B. Adjust horizontal louver blinds to operate smoothly andeasily throughout entire operational range.

SECTION 096519 - RESILIENT TILE FLOORING

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Samples.B. Extra Materials: Deliver to Owner one box for every 50

boxes or fraction thereof, of each type and color ofresilient floor tile installed.1.2 SOLID VINYL TILE < SVT >


1.3 RUBBER FLOOR TILE < RFT >A. Products:

1. As indicated on Drawings.1.4 VINYL COMPOSITION FLOOR TILE < VCT >


1.5 LINOLEUM FLOOR TILE < LFT >A. Products:

1. As indicated on Drawings.

1.6 INSTALLATION ACCESSORIESA. Trowelable Leveling and Patching Compounds:

Latex-modified, portland cement- or blendedhydraulic cement-based formulation provided orapproved by flooring manufacturer for applications

indicated.B. Adhesives: Water-resistant type recommended by

manufacturer to suit resilient products and substrateconditions indicated.

C. Floor Polish: Protective liquid floor polish products asrecommended by manufacturer.

1.7 INSTALLATIONA. Prepare concrete substrates according to ASTM F 710.

Verify that substrates are dry and free of curingcompounds, sealers, and hardeners.

B. Lay out tiles so tile widths at opposite edges of roomare equal and are at least one-half of a tile.

C. Match tiles for color and pattern by selecting tiles fromcartons in same sequence as manufactured andpackaged. Lay tiles in patterns indicated onDrawings.

D. Floor Polish: Remove soil, visible adhesive, and surfaceblemishes from floor tile surfaces before applying liquidfloor polish as recommended by manufacturer.

1. Apply minimum number of coat(s) as recommendedby manufacturer.

SECTION 096813 - TILE CARPETING

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Samples.B. Extra Materials: Deliver to Owner carpet tiles equal to

5 percent of each type and color carpet tile installed,packaged with protective covering for storage.1.2 CARPET TILE < TCP >.


1.3 INSTALLATIONA. Comply with CRI 104.B. Installation Method: As recommended by

manufacturer.C. Install borders parallel to walls.

SECTION 096816 - SHEET CARPETING

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Samples.B. Extra Materials: Deliver to Owner full-width carpet

equal to 5 percent of each type and color carpetinstalled, packaged with protective covering forstorage.1.2 CARPET < CPT >


1.3 INSTALLATIONA. Comply with CRI 104.B. Installation Method: As recommended by carpet

manufacturer.C. Installation Method for Stairs: As recommended by

carpet manufacturer.D. Maintain uniformity of carpet direction and lay of pile.

At doorways, center seams under door in closedposition. Bind or seal cut edges asrecommended by carpet manufacturer.

E. Install pattern parallel to walls and borders.

SECTION 096513 - RESILIENT BASE AND ACCESSORIES

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Samples.B. Extra Materials: Deliver to Owner at least 20 linear feet

(linear m) of each type and color of resilient wall baseinstalled.1.2 RESILIENT BASE < RWB >


B. ASTM F 1861, Type TS (rubber, vulcanized thermoset).C. Lengths: Coils in manufacturer's standard lengths.D. Outside Corners: Preformed.E. Inside Corners: Preformed.

1.3 RESILIENT MOLDING ACCESSORY < RMA >A. Products:

1. As indicated on Drawings.1.4 INSTALLATION ACCESSORIES

A. Trowelable Leveling and Patching Compounds:Latex-modified, portland cement- or blendedhydraulic cement-based formulation provided orapproved by flooring manufacturer for applications

indicated.B. Adhesives: Water-resistant type recommended by

manufacturer to suit products and substrate conditions.C. Metal Edge Strips: Extruded aluminum with mill finish

of width shown, of height required to protect exposededges of tiles, and in maximum available lengths tominimize running joints.1.5 INSTALLATION

A. Prepare concrete substrates according to ASTM F 710.Verify that substrates are dry and free of curingcompounds, sealers, and hardeners.

B. Adhesively install resilient wall base and accessories.C. Install wall base in maximum lengths possible. Apply

to walls, columns, pilasters, casework, and otherpermanent fixtures in rooms or areas wherebase is required.

D. Install reducer strips at edges of floor coverings thatwould otherwise be exposed.

SECTION 095123 - ACOUSTICAL TILE CEILINGS

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and material Samples.

1.2 PERFORMANCE REQUIREMENTSA. Fire-Resistance-Rated Assemblies: Provide materials

and construction identical to those tested inassemblies per

ASTM E 119 by an independent testing and inspectingagency acceptable to authorities having jurisdiction.

B. Seismic Standard: Provide acoustical tile ceilingsdesigned and installed to withstand the effects ofearthquake motions according to the following:

1. CISCA's Recommendations for Acoustical Ceilings:Comply with CISCA's "Recommendations forDirect-Hung Acoustical Tile and Lay-inPanel Ceilings - Seismic Zones 0-2."

2. CISCA's Guidelines for Systems Requiring SeismicRestraint: Comply with CISCA's "Guidelines forSeismic Restraint of Direct-HungSuspended Ceiling Assemblies -

Seismic Zones 3 & 4."3. UBC Standard 25-2, "Metal Suspension Systems for

Acoustical Tile and for Lay-in Panel Ceilings."1.3 ACOUSTICAL CEILING TILE < ACT >

A. Products:1. As indicate on Drawings.

B. Classification: Per ASTM E 1264:C. Surface-Burning Characteristics: ASTM E 1264, Class

A materials, tested per ASTM E 84.D. Edge Detail: Beveled, kerfed and rabbeted, unless

otherwise indicated on Drawings. .1.4 SUSPENSION SYSTEM

A. Ceiling Suspension System: Direct hung; ASTM C 635,heavy-duty structural classification.

B. Attachment Devices: Size for 5 times the design loadindicated in ASTM C 635, Table 1, Direct Hung, unlessotherwise indicated. Comply with seismicdesign requirements.

C. Wire Hangers, Braces, and Ties: Zinc-coatedcarbon-steel wire; ASTM A 641/A 641M, Class 1 zinccoating, soft temper.

1. Size: Provide yield strength at least 3 times thehanger design load (ASTM C 635, Table 1, DirectHung), but not less than 0.106-inch-(2.69-mm-) diameter wire.

D. Seismic Struts: Manufacturer's standard productdesigned to accommodate seismic forces.1.5 INSTALLATION

A. Ceiling Suspension System Installation: Comply withASTM C 636 and CISCA's "Ceiling Systems Handbook."

1. Fire-Rated Assembly: Install fire-rated ceilingsystems according to tested fire-rated design..

B. Install acoustical tiles in coordination with suspensionsystem and exposed moldings and trim. Place splines orsuspension system flanges into kerfed edges sotile-to-tile joints are closed by double lap of material.

1. Fit adjoining tile to form flush, tight joints. Scribeand cut tile for accurate fit at borders and aroundpenetrations through tile.

C. Arrange directionally patterned acoustical panels asindicated on Drawings.

SECTION 102800 - TOILET ACCESSORIES

PART 1 GENERAL1.01 SECTION INCLUDESA. Accessories for toilet rooms and utility rooms.B. Grab bars.1.02 REFERENCE STANDARDSA. ASTM A 269 - Standard Specification for Seamless andWelded Austenitic Stainless Steel Tubing for General Service;2008.B. ASTM A 666 - Standard Specification for Annealed orCold-Worked Austenitic Stainless Steel Sheet, Strip, Plate,and Flat Bar; 2003.1.03 ADMINISTRATIVE REQUIREMENTSA. Coordinate the work with the placement of internal wallreinforcement, concealed ceiling supports, and reinforcementof toilet partitions to receive anchor attachments.1.04 SUBMITTALSA. See Section 01 30 00 - Administrative Requirements, forsubmittal procedures.PART 2 PRODUCTS2.01 MANUFACTURERSA. Toilet Accessories:

1. Bradley Corporation: www.bradleycorp.com.2. Georgia Pacific: www.gppro.com/enmotion3. Substitutions: Not permitted.

2.02 MATERIALSA. Accessories - General: Shop assembled, free of dents andscratches and packaged complete with anchors and fittings,steel anchor plates, adapters, and anchor components forinstallation.B. Keys: Provide 2 keys for each accessory to Owner ; masterkey all lockable accessories.C. Stainless Steel Sheet: ASTM A 666, Type 304.D. Stainless Steel Tubing: ASTM A 269, Type 304 or 316.2.03 FINISHESA. Stainless Steel: No. 4 satin brushed finish, unlessotherwise noted.2.04 TOILET ROOM ACCESSORIESA. Toilet Paper Dispenser: Double roll, surface mountedbracket type, stainless steel.

1. Product: 5412 manufactured by Bradley.2. Product: 5422 manufactured by Bradley.3. Product: 5402 manufactured by Bradley.

B. Electric HandDryer:1. Drying Time: 12 seconds.2. Air Volume: 68 cfm.3. Voltage: 120 volts.4. Cover Finish: Silver - Die Cast Aluminum.5. Manufacturers:

a. Dyson B2B, Inc.: www.dysonairblade.com.6. Substitutions: Not permitted.

C. Waste Receptacle: semi-recessed, stainless steel,seamless lower door for access to container, with tumblerlock, reinforced panel full height of door, continuously weldedbottom pan and seamless exposed flanges.

1. Product: 346-10 manufactured by Bradley.D. Combination Towel Dispenser/Waste Receptacle:Recessed Semi-recessed, stainless steel; seamless wallflanges, continuous piano hinges, tumbler locks on upper andlower doors.

1. Product: 59466 manufactured by Georgia Pacific.2. Product: 59491 manufactured by Georgia Pacific.3. Product 59481 manufactured by Georgia Pacific.

E. Soap Dispenser: Liquid soap dispenser, deck-mounted onvanity, with polyethylene container concealed below deck;piston and 4 inch spout of stainless steel with bright polishedfinish; chrome-plated deck escutcheon.

1. Product: 6315-KT0000 manufactured by Bradley.2. Product: P19-231G manufactured by Bradley.3. Product: P19-231H manufactured by Bradley.

F. Mirrors: Stainless steel framed, 6 mm thick temperedglass mirror.

1. Product: 781-24362 manufactured by Bradley.G. Seat Cover Dispenser: Stainless steel, mounting asindicated, reloading by as indicated , tumbler lock.

1. Product: 5831 manufactured by Bradley.2. Product: 582 manufactured by Bradley.3. Product: 584 manufactured by Bradley.

H. Grab Bars: Stainless steel, 1-1/2 inches outside diameter,minimum 0.05 inch wall thickness, nonslip grasping surfacefinish, concealed flange mounting; 1-1/2 inches clearancebetween wall and inside of grab bar.

1. Length and configuration: As indicated on drawings.2. Product: 812-AM manufactured by Bradley.

I. Sanitary Napkin Disposal Unit: Stainless steel, mountingas indicated, self-closing door, locking bottom panel withfull-length stainless steel piano-type hinge, removablereceptacle.

1. Product: 4721-15 manufactured by Bradley.2. Product: 4722-15 manufactured by Bradley.3. Product: 4722-1015 manufactured by Bradley.

J. Utility Self:1. Product: 760 manufactured by Bradley.

2.05 UTILITY ROOM ACCESSORIESA. Combination Utility Shelf/Mop and Broom Holder: 0.05inch thick stainless steel, Type 304, with 1/2 inch returnededges, 0.06 inch steel wall brackets.

1. Product: 9934 manufactured by Bradley.PART 3 EXECUTION3.01 EXAMINATIONA. Verify existing conditions before starting work.B. Verify exact location of accessories for installation.C. Verify that field measurements are as indicated ondrawings.D. See Section 061053 for installation of blocking, reinforcingplates, and concealed anchors in walls and ceilings.3.02 INSTALLATIONA. Install accessories in accordance with manufacturers'instructions.B. Install plumb and level, securely and rigidly anchored tosubstrate.C. Mounting Heights and Locations: As required byaccessibility regulations, as indicated on drawings, and asfollows:

1. Bottom of Mirrors: 40 - inches.

3.03 SCHEDULE (As indicated on drawings)END OF SECTION

SECTION 101680 - PHENOLIC CORE TOILET COMPARTMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Floor-mounted, overhead braced phenolic core laminatecompartments.B. Phenolic core laminate sight and urinal screens.F. Hardware and fittings.

1.02 RELATED SECTIONS

A. Section 10810-Toilet Accessories

1.03 REFERENCES

A. ADA Accessibility Guidelines for Buildings and Facilities.B. ASTM A666 - Standard Specification for AusteniticStainless Steel Sheet, Strip, Plate, and Flat Bar.C. NEMA LD 3 - High Pressure Decorative Laminates.

1.04 SUBMITTALS

A. Provide submittals in accordance with Conditions of theContract and Section 01330-Submittal Procedures.B. Submit shop drawings showing layout, door swings,profiles, and product components, including anchorage,accessories and finish colors.C. Submit product data on panel construction, hardware, andaccessories.D. Submit two samples 4 x 4 inch (102 x 102 mm) in sizeillustrating panel finish, color, and sheen.E. Submit maintenance data for installed products inaccordance with Section 01780-Closeout Submittals.

1.05 DELIVERY, STORAGE AND HANDLING

A. Generally comply with provisions of Section 01600-ProductRequirements.B. Comply with manufacturer's ordering instructions and leadtime requirements to avoid construction delays.C. Deliver materials in manufacturer's original, unopened,undamaged containers with identification labels intact.D. Store materials indoors, in a supported vertical position,protected from weather conditions and construction activities.

1.06 PROJECT CONDITIONS

A. Building enclosed, completely protected from outsideweather with minimum inside temperature of 60F.

1.07 WARRANTY

A. Provide manufacturer's five year warranty againstdelamination of panels.B. Provide manufacturer's lifetime warranty for stainlesssteel hardware.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. The Mills Company, a subsidiary of Bradley CorporationB. Accurate Partitions CorpC. Global PartitionsD. American Sanitary Partition Corp.E. General Partitions Mfg. Corp.F. Substitutions: Section 01600 - Product Requirements.

2.02 MANUFACTURED UNITS

A. Floor-mounted, overhead braced compartments,“Sentinel”-Series 400 or equal. Color and options to beselected by architect.B. Sight and urinal screens, to match compartments.

2.03 COMPONENTS

A. Panels ½ inch (13 mm) thick and doors 3/4 inch (19 mm)thick, constructed of solid phenolic core with a high pressuredecorative matte surface finish as an integral part of the core.

1. Panel and door edges: Black machined andfinished smooth with a 15 degree beveled edge.

B. Pilasters 3/4 inch (19 mm) thick, same construction aspanels and doors, with 3/8 inch (10 mm) threaded rods for[floor] [ceiling] anchoring, and hex nuts and washers foradjustment.

2.04 Accessories

A. Four-piece pilaster shoes, 4 inch (102 mm) high type 304satin stainless steel.B. Head Rails: 3/4 x 1-1/2 inch (19 x 38 mm) extrudedanodized aluminum with anti-grip profile.C. Brackets: Cast stainless steel with brushed finish.D. Fasteners, screws and bolts: Tamper proof stainless steel.E. Hardware:

1. Wrap around hinge brackets, cast stainlesssteel, through-bolted to pilasters with gravitycams.

2. Cast stainless steel slide latch with emergencylift release, meeting ADA standards.

3. Strike keeper, surface mounted cast stainlesssteel.

4. Cast stainless steel coat hook with rubber wallbumper; one per compartment, mounted ondoor.

5. Door pull for each out swinging door.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that finishes and plumbing are complete andacceptable for the installation of toilet compartments.B. Verify field measurements are as shown on approved shopdrawings.C. Verify correct spacing of plumbing fixtures.D. Verify correct location of built-in framing, blocking,anchorage, and bracing.

3.02 INSTALLATION

A. Comply with manufacturer's written instructions andapproved shop drawings for installation of compartments.B. Anchor panel brackets to construction using anchorssuitable for supporting substrate.C. Attach panels and pilasters to brackets. Locate head railjoints at pilaster centerlines.D. Attach clamp design head rail over pilaster and secure tofront with screws.

3.03 ADJUSTING

A. Section 01700 - Execution Requirements: Testing,adjusting, and balancing.B. Adjust and align hardware to uniform clearance at verticaledge of doors, not exceeding 3/16 inch (5 mm).C. Adjust hinges to position doors in [partially] openedposition when unlatched. Return out swinging doors to closedposition.D. Correct minor damage to installed products; remove andreplace work that cannot be satisfactorily repaired.

3.04 CLEANING

A. Remove packaging and construction debris, and legallydispose of off-site.

END OF SECTION

WOMEN101

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REFERENCE SHEET A004 FOR WALL TYPES, TYPES, DETAILS, & TRANSITIONSREFERENCE SHEETS A011 - A013 FOR SPECIFICATIONSREFERENCE SHEET A201 FOR ELEVATIONSREFERENCE SHEET A601 FOR SCHEDULES AND LEGENDS

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EXISTING INTERIOR WALLS TO PROTECT AND REMAIN.

PATCH AND REPAIR CONCRETE FLOOR TO READY-FOR-FINISH CONDITION.VERIFY FLOOR IS LEVEL AND SMOOTH.

EXISTING TOILET AND URINAL PARTITIONS TO BE REMOVED.

REMOVE EXISTING PLUMBING FIXTURES AND RETURN FIXTURES, ETC TOOWNER. REMOVE EXISTING RELATED SUPPLY, FLUSH VALVES, WASTE ANDVENT PIPING AS DEFINED BY PLUMBING. RE: PLUMBING.

REMOVE EXISTING WALLS, DOORS AND FRAMES AS INDICATED.

REMOVE ALL EXISTING GYPSUM WALL BOARD, CEILING TILE AND GRIDAND/OR OTHER CEILING FINISH AND FIXTURES AS REQUIRED TO PROVIDEFOR NEW CEILING READY CONDITION. RE: MECH &ELEC.

REMOVE EXISTING WALL FINISHES (I.E. TILE/WAINSCOT, ETC.) AS REQUIREDTO PROVIDE NEW FINISHES.

EXISTING WALLS TO REMAIN. VERIFY DIM. REQUIRED FOR PLUMBING.

REMOVE EXISTING F.E. AND RETAIN FOR REINSTALL AT NEW LOCATION.

REMOVE EXISTING WATER FOUNTAIN AND RETURN TO OWNER.

EXISTING FLOOR DRAIN. RE: PLUMBING FOR DIRECTION.

EXISTING DOOR. REMOVE DOOR FRAME AND HARDWARE AND RETURN TOOWNER FOR POSSIBLE REUSE ELSEWHERE.

EXISTING STRUCTURE/COLUMN TO REMAIN. REFINISH TO LEVEL '4' PRIORTO PAINT.

EXISTING SOFFIT TO BE REMOVED.

1

2

3

4

5

6

ALIGN NEW WALL FLUSH WITH EXISTING WALL.

HI/LOW ADA COMPLIANT DRINKING FOUNTAIN. RE: PLUMBING.

UTILITY MOP SINK. RE: PLUMBING.

EXISTING STRUCTURE/COLUMN TO REMAIN. REFINISH TO LEVEL '4' PRIOR TOPAINT. FURR W/ WALL TYPE '1A' SIM. AS NEEDED.

EXISTING CHASE WALL/FRAMING TO REMAIN. F.V. REQUIRED DIM. FOR NEWPLUMBING FIXTURES & DEMO/REPLACE EXISTING WALL(S) W/ NEW WALLTYPE '1A' AS REQUIRED FOR NEW PLUMBING SADDLES, ETC.

TOILET. RE: PLUMBING.

SINK. RE: PLUMBING.

URINAL. RE: PLUMBING.

FLOOR DRAIN. RE: PLUMBING.

PARTITION. RE: SHEETS A013 FOR SPEC.

1

2

3

GYPSUM BOARD FASCIA/SOFFIT. RE: SHEET A004.

CENTER LIGHT SCONCES BETWEEN MIRRORS PER INTERIORELEVATION. RE: ELECTRICAL.

EXPOSED TO STRUCTURE ABOVE. NO CEILING.

RE: ELECTRICAL & MECHANICAL FOR LIGHTING, MECH DEVICES,SMOKE DETECTORS, ETC.

1

2

3

1

2

7

4

5

6

7

8

9

10

4

8

9

10

11

12

13

14

ACCENT TILE (TIL-02 ) REFERENCE SHEETA601 FOR FINISH SCHEDULE AND LEGEND.

FIELD TILE (TIL-01 ) REFERENCE SHEET A601FOR FINISH SCHEDULE AND LEGEND.

WOMEN101

RESTROOMENTRY

103

SERVICESINK105

MEN102

S19A004

S19A004

7'-10" AFF

S19A

004

J19A

004

S19A

004

7'-10" AFF

7'-10" AFF

1

1

1

1

1

ACT-01ACT-01

ACT-02

2

2

2

2

2

2

3

44

4

4

S19A

004SIM

.

(PNT-04)

J19A

004

1 1

(PNT-04)

(PNT-04)

(PNT-04)

(PNT-04)


WOMEN101

RESTROOMENTRY

103

SERVICESINK105

MEN102

1

2


WOMEN101

A

N

N

N

N

B

Y

Q

C C

B

BM

F

RS

A

N

N

N

N

J

RESTROOMENTRY

103

SERVICESINK105

MEN102

101

102

105

Q

K

X

RS

A

A

A

BM

F

G

A

A

A

X

G

L

HD

K

U

NIC

TT

S33A201

A201

J19

J10

A22

A13

A201

J19

A01

A22

J01

A201

A23

S22

A01A601


F

E

SDE

11

WOMEN102MEN

101

2

2

1

11

1

1

1

3

3

3

3

3

3

44

4

55

5

6

6 6

6 6

7

7

7

7

7 7

11

1212 12

13 10 9

11

2 2

2

12 125

4

511

4

4

4

14

7

8

4

4

4

7


WOMEN101

RESTROOMENTRY

103

SERVICESINK105

MEN102

TIL-04

TIL-04

PNT-02

PNT-02

PNT-01PNT-01

TIL-04

S33A201

A201

J19

J10

A22

A13

A201

J19

A01

A22

J01

A201

A23

S22

PNT-01PNT-01

PNT-01PNT-01

PNT-01PNT-01

PNT-01PNT-01


PLANS

GH / KR / RC

JM / SH / MP

A101

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W

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SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



MARCH 15, 2011







0 8' 24'16'

N

A07TYPICAL RESTROOM - FLOOR PLAN1/8" = 1'-0"

0 8' 24'16'

N

J07TYPICAL RESTROOM - RCP1/8" = 1'-0"

0 8' 24'16'

N

S07TYPICAL RESTROOM - FLOOR TILE PLAN1/8" = 1'-0"

0 8' 24'16'

N

A22TYPICAL RESTROOM - DEMOLITION PLAN1/8" = 1'-0"

0 8' 24'16'

N

J22TYPICAL RESTROOM - FF&E (ACCESSORIES)1/8" = 1'-0"

0 8' 24'16'

N

S22TYPICAL RESTROOM - FINISHES PLAN1/8" = 1'-0"

A01FLOOR PLAN KEY NOTES

Y01FINISHES PLAN KEY NOTES

F01DEMOLITION PLAN KEY NOTES

N01REFLECTED CEILING PLAN KEY NOTES

R01ACCESSORIES PLAN KEY NOTES

V01FLOOR TILE PLAN KEY NOTES

C C

34" 40

"

3

34"

3'-0

"40

"

4

7"6"

5"20

"9"

11"

2

6

34"

3'-0

"40

"

3

4

7" 6"

5"

20"

9"

11"

2

6

5'-0

"

7"

30"

44"

6

2

5

5'-0

"

7"

30"

44"

6

1

2

4

17"

42"

12

14

15

8

1213

33"

- 36

"

12" MIN

36" MIN

39"

- 41

"1'

-6"

18"

33"

- 36

"

12" MIN

36" MIN

39"

- 41

"1'

-6"

24"

17"

A19A004

WALL. REFERENCE FINISH SCHEDULES FORFINISHES.

BASE. REFERENCE FINISHES.

HI/LO WATER FOUNTAIN PER ADA, ANSI A117.1.REFERENCE PLUMBING AND ELECTRICAL.

SIGN TYPE 'B' MENS.

SIGN TYPE 'A' WOMENS.

DOOR HARDWARE PER SCHEDULE

ACCESS PANEL

REFER TO ELECTRICAL

1

2

3

FLUSH VALVE CONTROL

TOILET

PARTITION

MOUNTING LOCATION/LIMITS FOR ACCESSORIES"TOILET PAPER DISPENSER" ET AL.

GFI ELECTRICAL DEVICE BOX: LOCATED AT 42" TOCENTER A.F.F. REFERENCE ELECTRICAL.

PIPE WRAP PER ADA, ANSI A117.1 AND CBC.

SUPPORT BRACKETS TO BE EVENLY SPACEDBETWEEN SINKS AND LOCATED AT WALLS.

NOT USED.

TILE. REFERENCE FINISH SCHEDULES FOR FINISHES.

BASE PER FINISHES. 6" COVE BASE. REFERENCEWALL FINISH. REFERENCE FINISHES.

WALL LIGHT. REFERENCE ELECTRICAL. MOUNT AT5'-0" AFF.

CUT TILE BASE AS REQUIRED AT BOTTOM OFACCESSORY 'Q' SUCH THAT 'Q' INSTALLS FLUSH ONGYPSUM BOARD WALL.

1

2

3

4

BASE. REFERENCE FINISHES.

WALL. REFERENCE FINISHES.

COLUMN. REFERENCE FINISHES.

1

2

3

AA

OPEN TO CORRIDOR OPEN TO CORRIDOR

F

36"

34"

34"

36"

4

5

6

7

2

7

34"40

"

F

S

R

F

T

NN

S

R

T

G

A

N

TIL-04

PNT-01 PNT-01

PNT-01

TIL-04

PNT-02 PNT-01

PNT-02

TIL-04

TIL-01 TIL-01

TIL-04

PNT-02 PNT-01PNT-01

TIL-04

PNT-01 PNT-02

TIL-04

TIL-04

TIL-01 TIL-01

G

B.2

G

K

M

G

T

R

X

F

S19A

004

M

K J

17"-

19"

J19A

004

J19A

004

F

G

H

K

M

R

F

G

17"-

19"

S19A

004

FAUCET - REFERENCE PLUMBING.

COUNTERTOP, BACKSPLASH AND SIDESPLASH PERFINISH LEGEND

SINK PER LEGEND. REFERENCE PLUMBING.

FRONT APPROACH ACCESSIBLE CLEARANCE UNDERSINK .




DOOR HARDWARE PER SCHEDULE.




1

2

3

4

5

6

9

10

11

PNT-01

2'-7"

EQ.

2'-7"

EQ.

2'-7"

EQ.

17"

EQ. EQ. EQ. EQ. EQ. EQ.

4

PNT-01

17" 2'-7"

EQ.

2'-7"

EQ.

2'-7"

EQ.

EQ. EQ. EQ. EQ. EQ. EQ.

17"

1

FF

8

RCP

FF

7

FF

RCP

FF

RCP

FF

RCP

FF

RCP

FF

RCP

FF

EQEQ

40"

40"48

"

11"

55" 48"

11"

14"

14"

14"

5'-1 1/4" 2'-11 7/8" 2'-11 3/4" 1'-5 1/2"

4"

9"

8

4

6

6

10

5

2

10

9

5

S19A

004

S19A

004

10

42"

9

10

8"

20"

33"


COUNTERTOP, BACKSPLASH AND SIDESPLASHPER FINISH LEGEND


FRONT APPROACH ACCESSIBLE CLEARANCEUNDER SINK .

GFI ELECTRICAL DEVICE BOX: LOCATED AT42" TO CENTER A.F.F. REFERENCE ELECTRICAL.



DOOR HARDWARE PER SCHEDULE.

TILE. REFERENCE FINISH SCHEDULES FORFINISHES.



FLUSH VALVE CONTROL.

TOILET.

PARTITION.

URINAL.

CUT TILE BASE AS REQUIRED AT BOTTOM OFACCESSORY 'Q' SUCH THAT 'Q' INSTALLS FLUSH ONGYPSUM BOARD WALL.

1

2

3

4

5

6

9

10

11

7

8

12

13

14

15

S19A

004

S19A

004

S19A

004

8

7 7

FF

5

2'-9" 1'-9" 1'-9" 1'-5" 10"

10

40"

40"

40"

7

34-1

/4"

34-1

/4"


COUNTERTOP, BACKSPLASH AND SIDESPLASH PERFINISH LEGEND


FRONT APPROACH ACCESSIBLE CLEARANCE UNDERSINK .




NOT USED.




1

2

3

4

5

6

9

10

11

7

8

A01A601

FLUSH VALVE CONTROL - REFERENCE PLUMBING.

TOILET - REFERENCE PLUMBING

PARTITION

URINAL - REFERENCE PLUMBING



48"

5

9

6

8

7

11

10

SIM

PNT-02

PNT-01PNT-01PNT-01

PNT-02 PNT-02

A

N

4

6

5

2

10

40" 48

"

40"48

"

9" 21" 15"19" 14"

14"

14"

11

1 1

46"

28"

11 1

1

28"

FLUSH VALVE CONTROL - REFERENCE PLUMBING.

TOILET - REFERENCE PLUMBING

PARTITION

URINAL - REFERENCE PLUMBING



3 3

3

3 3 3

4

4

6

5

5

℄℄℄℄

18"5'-1 1/4"2'-11 7/8"2'-11 3/4"1'-5 1/2"

℄ ℄ ℄ ℄

5'-1"

CLEAR

2'-11 7/8" 2'-11 3/8"2'-11 7/8"5'-1 3/8" ℄ ℄℄

5'-1"

CLEAR

2'-11 7/8"2'-11 3/8" 2'-11 7/8" 5'-1 3/8"℄℄ ℄

33"

33"

33"

33"

11

2

PNT-01 PNT-01

16

1212

16

2

3

2

ELEVATIONS

GH / KR / RC

JM / SH / MP

A201

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SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



MARCH 15, 2011







A01WOMENS- EAST ELEVATION1/2" = 1'-0"

0 2' 4'1'

J01WOMENS- WEST ELEVATION1/2" = 1'-0"

0 2' 4'1'

A22RESTROOMS- SOUTH ELEVATION1/2" = 1'-0"

0 2' 4'1'

S22RESTROOM ENTRY - ROOM 103/ROOM 203 - SOUTH ELEVATION1/2" = 1'-0"

0 2' 4'1'

J19RESTROOMS- NORTH ELEVATION1/2" = 1'-0"

0 2' 4'1'

J10MENS- EAST ELEVATION1/2" = 1'-0"

0 2' 4'1'

A13MENS- WEST ELEVATION1/2" = 1'-0"

0 2' 4'1'

A23RESTROOM ENTRY - ROOM 103/ROOM 203 - NORTH ELEVATION1/2" = 1'-0"

0 2' 4'1'

S33ELEVATION1/2" = 1'-0"

0 2' 4'1'

CODE MATERIAL MANUFACTURER STYLE/COLOR COMMENTS

BASE

FLOOR

TIL-02 PORCELAIN FLOOR TILE CROSSVILLE COLOR BLOX TOO CELERY STALK 1. 3. 7. 15. 16.

TIL-03 PORCELIAN TILE BASE CROSSVILLE COLOR BLOX TOO HI HO SILVER 13. 14.

WALLTIL-04 PORCELAIN WALL TILE AMERICAN OLEAN URBAN CANVAS MATTE LIGHT SMOKE 6. 13. 14.

COMMENTSWALL FINISH

NORTH SOUTH EAST WESTFINISHFLOOR

FINISHBASE

FINISHCEILING

NUMBERROOM

ROOM NAME

MISCELLANEOUS

PNT-01 PAINT SHERWIN WILLIAMS SW 7009 PEARLY WHITE 7. 13. 14. 6.PNT-02 PAINT SHERWIN WILLIAMS SW 7508 TAVERN TAUPE 8. 13. 14. 7.

CEILINGACT-01 ACOUSTICAL CEILING TILE GRIDSTONE FM FC 299 UL G222 13. 14. 17.

SSM-01 SOLID SURFACE MATERIAL CORIAN BURLED BEACH 12.FIRE HARDWARE

NUMBERDOOR

HEIGHT MATERIAL FINISH RATING TYPE MATERIAL FINISH JAMB HEADWIDTHDOOR FRAME

TYPE COMMENTSTYPE

201 F 3'-0" 7'-0" SC WD MTCH EXIST 20 1 1 W HM PNT-01 J31/A004 N31/A004 3. 8.202 F 3'-0" 7'-0" SC WD MTCH EXIST 20 1 1 W HM PNT-01 J31/A004 N31/A004 3. 8.

101 F 3'-0" 7'-0" SC WD MTCH EXIST 20 1 1 W HM PNT-01 J31/A004 N31/A004 3. 8.102 F 3'-0" 7'-0" SC WD MTCH EXIST 20 1 1 W HM PNT-01 J31/A004 N31/A004 3. 8.

TYPE HEIGHT DEPTH COMMENTSWIDTHMANUFACTURERACCESSORY COLOR / FINISHMODELA MIRROR BRADLEY 781-24363 SS BRIGHT 36" 24" - 1. 4.B PAPER TOWEL DISP. GEORGIA PACIFIC 59466 STAINLESS STEEL 16-1/2" 13-1/2" 7-3/4" 4. 7.

C WASTE RECEPTACLE BRADLEY 346-10 SS SATIN 30-5/8" 17-1/8" 8-3/4" 2. 4.

T GRAB BAR BRADLEY 812-001-42 SS SATIN - 42" - 4.

R GRAB BAR BRADLEY 812-001-18 SS SATIN 18" - - 4.S GRAB BAR BRADLEY 812-001-36 SS SATIN - 36" - 4.

N SOAP DISPENSER BRADEX 6315-KT0000 CHROME PLATED 4" - 5-1/2" 8.

1. LAMINATE GLASS.2. SEMI-RECESSED.3. RECESSED.4. PROVIDE BLOCKING IN WALL.5. PARTITION MOUNTED6. 18" X 24" STEEL BRACKET AS MANUFACTURED BY A & M DIST. BAER MODEL # AH-18X24, PRE-PRIMED

FINISH, PAINT PNT-02 (MAX SPACING AT 4'-0" ON CENTER). REFERENCE SHEETS A004 & A201.7. INCLUDE 'B.2' & 'B.3' WITH EACH LOCATION FOR 'B'8. INCLUDE 'N.2' & 'N.3' WITH EACH LOCATION FOR 'N'9. SURFACE MOUNTED10. REFERENCE ELECTRICAL DUPLEX FOR N.2 BRADLEY P19-231G.11. EXISTING ITEM. SALVAGE AND RETAIN FROM DEMOLITION TO REINSTALL IN NEW

LOCATION/CONSTRUCTION. (OFCI) OWNER FURNISH CONTRACTOR INSTALL.

1. ALL FLOOR TRANSITIONS ARE TO BE DETERMINEDPER EXISTING FLOOR CONDITIONS AND SELECTEDBY ARCHITECT.

2. FRP WAINSCOT FROM BASE TO 54" AFF.3. SUBFLOOR SHALL BE LEVEL ACCORDING TO DIN

18202: 1997-04, FIGURE 3.4. PROVIDE BLOCKING IN WALL5. 4" COVE, ROLLED GOODS ONLY6. FIELD COLOR7. ACCENT COLOR8. WALL PAINT9. CEILING PAINT10. USE WITH EXISTING GRID

11. 48" HIGH12. COUNTER TOP13. INTERIOR WALL AND CEILING FINISHES SHALL BE

CLASSIFIED IN ACCORDANCE WITH ASTM E 84.SUCH INTERIOR FINISH MATERIALS SHALL BEGROUPED IN THE FOLLOWING CLASSES INACCORDANCE WITH THEIR FLAME SPREAD ANDSMOKE-DEVELOPED INDEXES AS FOLLOWS:CLASS A: FLAME SPREAD 0-25;SMOKE-DEVELOPED 0-450.CLASS B: FLAMESPREAD 26-75; SMOKE-DEVELOPED 0-450. CLASSC: FLAME SPREAD 76-200; SMOKE-DEVELOPED0-450.

14. FINISHES SHALL MEET OR EXCEED CLASS PER IBC2006

15. INTERIOR FLOOR FINISH AND FLOOR COVERINGMATERIALS REQUIRED BY SECTION 804.4.1 TO BEOF CLASS I OR II MATERIALS SHALL BECLASSIFIED IN ACCORDANCE WITH NFPA 253. THECLASSIFICATION REFERRED TO HEREINCORRESPONDS TO THE CLASSIFICATIONSDETERMINED BY NFPA 253 AS FOLLOWS: CLASS I,0.45 WATTS/CM2 OR GREATER; CLASS II, 0.22WATTS/CM2 OR GREATER.

16. FINISHES SHALL MEET OR EXCEED CLASS I17. SUSPENDED ACOUSTICAL CEILING SYSTEMS

SHALL BE INSTALLED IN ACCORDANCE WITH THEPROVISIONS OF ASTM C 635 AND ASTM C 636

DOOR HARDWARE SCHEDULE:

HARDWARE TYPE:

W SHELF BRACKET BAER AH-18X24 PNT-02 24" - 18" 4. 6.

1. GLASS TYPE '1' - ARCHITECTURAL CLASS II CLEAR ANODIC COATING (COLOR #17 CLEAR)(STANDARD). 1/4" GLAZING, TEMPERED CATEGORY II PER IBC SECTION 2406 FORSAFETY GLAZING.

2. CLASSROOM FUNCTION LEVER HARDWARE WITH VISION GLASS, TEMPERED CATEGORYII PER IBC SECTION 2406 FOR SAFETY GLAZING.

3. PUSH/PULL WITH LATCH & CLOSER AND SIGNAGE PER ADA & ANSI A117.14. PANIC EXIT, CLOSER, CARD READER ACCESS CONTROL AND SIGNAGE.5. DOOR NUMBER NOT USED.6. EXISTING TO REMAIN (ETR)7. PANIC EXIT, CLOSER, (NO RE-ENTRY HARDWARE, EXIT EGRESS ONLY), AND SIGNAGE.8. RATED DOOR AND FRAME.9. JANITORIAL FUNCTION.

TYPE HEIGHT DEPTH COMMENTSWIDTHSIGN TEXTSIGN COLOR / FINISHMODELA ADA WOMEN RESTROOM WOMEN MATCH BLDG. TYP. MATCH BLDG. TYP. 6" 4" - 1.B ADA MEN RESTROOM MEN MATCH BLDG. TYP. MATCH BLDG. TYP. 6" 4" - 1.C ADA EXIT EXIT MATCH BLDG. TYP. MATCH BLDG. TYP. 6" 4" - 1.D ADA EXIT ROUTE EXIT ROUTE MATCH BLDG. TYP. MATCH BLDG. TYP. 6" 4" - 1.

1. PROVIDE AND INSTALL SIGNS PER ALL REQUIREMENTS OF THE ADA, ANSI A117.1 AND LOCAL CODES

1. ALL FLOOR TRANSITIONS ARE TO BEDETERMINED PER EXISTING FLOORCONDITIONS AND SELECTED BY ARCHITECT.

2. SEE FINISH PLAN FOR LOCATION OF TIL-043. SEE FINISH PLAN FOR LOCATION OF PNT-02

4. FRP-01 WAINSCOT FROM TOP OF BASE TO54" AFF & PNT-01 ABOVE FRP ON ALLWALLS.

5. MATCH EXISTING FINISHES.6. REFERENCE FINISH PLAN FOR FLOOR FINISH

LOCATIONS.7. REFERENCE FLOOR TILE PLAN FOR

LOCATIONS.8. NO CEILING - EXPOSED TO DECK ABOVE

1. RESTROOM - PUSH/PULL LATCH WITH CLOSER1.1. 3 HINGES T4A3786 4.5X4.5 US10B MC1.2. PUSH/PULL LATCH 8215ALP US10B SA1.3. CLOSER 351-P10 EB FA1.4. Kickplate K1050 8X34-4BE CSK US10B RO1.5. GASKET PK55D-17 PE1.6. WALL BUMPER 409 US10B RO

2. JANITORIAL LEVER LOCKSET FUNCTION2.1. LEVER LOCKSET 8237 LNP US10B SA2.2. 3 HINGES TA2714 4.5X4.5 US10B MC2.3. Kickplate K1050 8X34X-4BE CSK US10B RO2.4. WALL BUMPER 409 US10B RO2.5. 3 DOOR SILENCERS 608 RO

TIL-01 PORCELAIN FLOOR TILE CROSSVILLE COLOR BLOX TOO HI HO SILVER 1. 3. 6. 15. 16. 19.

101 WOMENS RESTROOM S07/A101 TIL-03 J19/A201 A22/A201 A01/A201 J01/A201 J07/A101 2. 3. 6. 7.102 MENS RESTROOM S07/A101 TIL-03 J19/A201 A22/A201 A10/A201 A13/A201 J07/A101 2. 3. 6. 7.

201 WOMENS RESTROOM S07/A101 TIL-03 J19/A201 A22/A201 A01/A201 J01/A201 J07/A101 2. 3. 6. 7.202 MENS RESTROOM S07/A101 TIL-03 J19/A201 A22/A201 A10/A201 A13/A201 J07/A101 2. 3. 6. 7.

103 RESTROOM ENTRY S07/A101 TIL-03 A23/A201 S22/A201 PNT-01 PNT-01 ACT-02 1. 2. 3. 6. 7.105 JANITORIAL CLOSET /SERVICE SINK TIL-03 TIL-03 4. 4. 4. 4. 8. 4.

203 RESTROOM ENTRY S07/A101 TIL-03 A23/A201 S22/A201 PNT-01 PNT-01 ACT-02 1. 2. 3. 6. 7.205 JANITORIAL CLOSET /SERVICE SINK TIL-03 TIL-03 4. 4. 4. 4. 8. 4.

205 F 3'-0" 7'-0" SC WD MTCH EXIST NR 2 1 W HM PNT-01 J31/A004 N31/A004 9.

105 F 3'-0" 7'-0" SC WD MTCH EXIST NR 2 1 W HM PNT-01 J31/A004 N31/A004 9.

D NAPKIN DISPOSAL BRADLEY 4721-15 SS SATIN 17-1/8" 10-3/4" 4" 5.

H TOILET TISSUE DISP. BRADLEY 5422 SS SATIN 10-3/8" 5-5/8" 5-5/16" 5.

K SEAT COVER DISPENSER BRADLEY 5831 SS SATIN 11" 15-3/4" 2" 9.

U UTILITY SHELF BRADLEY 9934 SS SATIN 13-3/4" 44" 8" 9.

Q HAND DRYER DYSON AB02 SILVER 29-1/12" 14-1/4" 12-1/6" 4.

B.2 WASTE RECEPTACLE GEORGIA PACIFIC 59491 STAINLESS STEEL 53" 17-1/6" 7" 4. 7.B.3 AC ADAPTOR GEORGIA PACIFIC 59481 STAINLESS STEEL 7.

F TOILET TISSUE DISP. BRADLEY 5412 SS SATIN 10-3/8" 5-5/8" 5-5/16" 3.G NAPKIN DISPOSAL BRADLEY 4722-1015 SS SATIN 17-1/8" 12-3/4" 4" 2.

J TOILET TISSUE DISP. BRADLEY 5402 SS SATIN 10-3/8" 5-9/16" 5-5/16" 9.

L SEAT COVER DISPENSER BRADLEY 582 SS SATIN 12-3/4" 17-1/8" 4-5/8" 5.M SEAT COVER DISPENSER BRADLEY 584 SS SATIN 12-3/4" 17-1/8" 2-3/4" 3.

N.2 ADAPTOR BRADEX P19-231G - 72" - - 8. 10.N.3 WIRE ASSEMBLY BRADEX P19-231H - 63" - - 8.

Y NAPKIN VENDOR - - - FV FV FV 11.

PNT-03 DOOR FRAME PAINT - GLOSS SHERWIN WILLIAMS SW 7047 URBANE BRONZE 8. 13. 14. 7.FRP-01 FRP WAINSCOT WHITE TEXTURED 2.

ACT-02 ACOUSTICAL CEILING TILE ARMSTRONG ULTIMA 13. 14. 17.PNT-04 CEILING PAINT SHERWIN WILLIAMS SW 7007 CEILING BRIGHT WHITE 8. 13. 14. 7.

X SHELF BRADLEY 760 SS SATIN 10" 19-1/2" 4" 3.

PTN-01 PHENOLIC PARTITION ACCURATE PARTITIONS CORP. 3010 DOVE GRAY 4. 14.GRT-01 WALL TILE GROUT MAPEI 02 PEWTER -GRT-02 FLOOR TILE GROUT TEC 915 LIGHT SMOKE -

FLUSH VALVE CONTROL

TOILET

PARTITION

MOUNTING LOCATION/LIMITS FOR ACCESSORIES"TOILET PAPER DISPENSER" ET AL.

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TIL-04

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MARCH 15, 2011







A07ACCESSORIES SCHEDULE

J07ROOM SCHEDULE

S07FINISH LEGEND

A21DOOR SCHEDULE

X21SIGN SCHEDULE

A01WOMENS- PARTITION ELEVATION1/2" = 1'-0"

0 2' 4'1'