farmers agoura hills ceo office

VENTURA FREEWAYAGOURA ROAD

LINE OF SITE

NEW MECH UNIT

LINE OF SITE

EXISTING BUILDING

SHEET LEGEND

# TITLE DESCRIPTION, CONTENT & SCALE DATE

A001 COVER - DEC. 22, 2008

A012 SITE EXISTING SITE AND PARKING DEC. 22, 2008

A013 PLAN GROUND LEVEL EGRESS REF. PLAN DEC. 22, 2008

A014 PLAN 2ND FLOOR EGRESS REFERENCE PLAN DEC. 22, 2008

A015 PLAN REF. PLANS EXISTING RESTROOMS DEC. 22, 2008

A022 ELEVATIONS EXISTING RESTROOM ELEVATIONS DEC. 22, 2008

A101 PLAN DEMOLITION ENLARGED PLAN 3/16" = 1'-0" DEC. 22, 2008

A102 PLAN FLOOR PLAN 3/16" = 1'-0" 2/2/09 - ASI 8

A103 PLAN RCP 3/16" = 1'-0" 2/2/09 - ASI 6

A104 PLAN FF & E PLAN 3/16" = 1'-0" 1/29/09 - ASI 3

A105 PLAN FINISH PLAN 3/16" = 1'-0" 1/29/09 - ASI 3

A201 ELEVATIONS INTERIOR ELEVATIONS DEC. 22, 2008

A301 SECTIONS MILLWORK SECTIONS & DETAILS 2/2/09 - ASI 6

A302 SECTIONS MILLWORK SECTIONS & DETAILS JAN. 19, 2009

A303 SECTIONS MILLWORK SECTIONS & DETAILS 2/2/09 - ASI 6

A501 TYPES WALL DETAILS & WALL TYPES 2/2/09 - ASI 8

A502 DETAILS SEISMIC CEILING NOTES & DETAILS JAN. 19, 2009

A601 SCHEDULES DOOR SCHEDULE, TYPES & DETAILS 2/2/09 - ASI 6

A602 SCHEDULES FINISH SCHEDULE & DETAILS 1/29/09 - ASI 2

A701 SPECS SPECIFICATIONS DEC. 22, 2008




ME101 SPECS MECHANICAL/ELECTRICAL SPECS 1/23/09 - ASI 1

M101 PLAN DEMOLITION PLAN MECHANICAL 2/2/09 - ASI 4

M102 PLAN FLOOR PLAN MECHANICAL 2/2/09 - ASI 4

M103 SCHEDULES MECHANICAL SCHEDULES DEC. 22, 2008

M104 DETAILS MECHANICAL DETAILS DEC. 22, 2008

M105 TITLE 24 MECHANICAL TITLE 24 DEC. 22, 2008

M106 TITLE 24 MECHANICAL TITLE 24 DEC. 22, 2008

P102 PLAN PLUMBING PLAN DEC. 22, 2008

P103 SCHEDULES PLUMBING SCHEDULES & DETAILS DEC. 22, 2008

FP101 PLAN FIRE PROTECTION PLAN DEC. 22, 2008

E101 PLAN DEMOLITION PLAN ELECTRICAL DEC. 22, 2008

E102 PLAN ELECTRICAL FLOOR PLAN - POWER 1/29/09 - ASI 3

E103 PLAN ELECTRICAL PLAN - LIGHTING 1/29/09 - ASI 3

E104 SCHEDULES ELECTRICAL SCHEDULES DEC. 22, 2008

E105 DETAILS ELECTRICAL DETAILS DEC. 22, 2008

E106 TITLE 24 ELECTRICAL TITLE 24 DEC. 22, 2008

ABBREVIATIONS@ AT FLR FLOOR RE: REFER TO

ACC ACCESSIBLE GSF GROSS SF REQD REQUIRED

BW BOTTLE WATER H/L HIGH/LOW DF RO ROUGH OPENINGCLR CLEAR INT INTERIOR SF SQUARE FEET

DF DRINKING FOUNTAIN LAV LAVATORY SUB SUBSTITUTEDIST DISTRIBUTED LL LIVE LOAD TBL TABLE

EA EACH M MALE TBD TO BE DETERMINED

EADEXIT ACCESSDOORWAYS

MAX MAXIMUM UR URINAL

EXC EXCEPTION MIN MINIMUM WC WATER CLOSETS

F FEMALE NU NOT USED W/ WITHFIN FINISH OL OCCUPANT LOAD PRT PRINTERF.V. FIELD VERIFY P.LAM PLASTIC LAMINATE

OFCI

OWNERFURNISHEDCONTRACTORINSTALLED

OFOI

OWNERFURNISHEDOWNERINSTALLED

CFCI

CONTRACTORFURNISHEDCONTRACTORINSTALLED

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SHEET TITLE

REVISION

PROJECT

SEAL

SHEET DISCLAIMER

ARCHITECTURERMT.COM

908 BROADWAY 6TH FLOORKANSAS CITY MO 64105

816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

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 2008 Rees Masilionis Turley Architecture, LLC

DECEMBER 22, 2008

08318-007

FARMERS INSURANCE GROUPUNIVERSITY OF FARMERS30801 AGOURA ROAD (BUILDING ONE)AGOURA HILLS CA 91301

FARMERSINSURANCECHAIRMAN'SSUITE

I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.

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.

PROJECT NUMBER

RC / ST

1. JANUARY 19, 2009 - RESUBMITTAL TO JHAPERMIT # COMM-12-08-12577

BUILDING CODE:2007 CALIFORNIA BUILDING CODE

USE DESCRIPTION: OFFICECONSTRUCTION TYPE: TYPE V-BOCCUPANCY TYPE: B - BUSINESSFULLY SPRINKLED: YES

EXISTING TENANT AREA: 59356 SQUARE FEET - FIRST FLOOR58763 SQUARE FEET - SECOND FLOOR

NEW TENANT AREA: 0 SQ FT

AREA OF CONSTRUCTION: 6200 SQUARE FEET APPROXIMATEUSABLE AREA: 5580 SQUARE FEET APPROXIMATE

2ND FLR OCCP LOAD: 53843 SQ FT @ 100 SQ FT / OCCP = 538 OCCUPANTS4920 @ 15 SQ FT / OCCP = 328 OCCUPANTS538 + 328 = 866 TOTAL OCCUPANTS

EXITS REQUIRED: 3EXITS PROVIDED: 4

A01CODE INFORMATION

Q08BUILDING LOCATION REFERENCE MAPSNTS

A TENANT FINISH FOR:

FARMERS INSURANCECHAIRMAN'S SUITE - UNIVERSITY OF FARMERS

30801 AGOURA ROAD - BUILDING 1AGOURA HILLS CA 91301

PROJECT DESCRIPTION:THIS PROJECT IS A TENANT IMPROVEMENT PROJECT FORFARMERS' INSURANCE COMPANY IN AN EXISTING BUILDINGFOR BUSINESS USE.

1

X01A101

X01 A101

PLAN NOTE

WALL TYPE

FURNITURE TYPE

DOOR NUMBER

WINDOW TYPE

REVISION NUMBER

EQUIPMENT TYPE

OFFICE

101ROOM NAME AND NUMBER

NEW DOOR

EXISTING DOOR TO BE REMOVED

DATA OUTLET

DATA OUTLET

DATA / PHONE OUTLET

EMERGENCY LIGHT

DATA / PHONE OUTLET

DUPLEX OUTLET

DUPLEX OUTLET

QUADPLEX OUTLET

MOTION DETECTOR

SPECIALTY OUTLET

QUADPLEX OUTLET

PHONE OUTLET

PHONE OUTLET

CAMERA

EXHAUST FAN

EXIT LIGHT

SPRINKLER HEAD

FLOURESCENT STRIP LIGHT

WALL WASHING CAN LIGHT

CAN LIGHT

MECHANICAL SUPPLY GRILL

CORE DRILL

FIRE EXTINGUISHER (IN CABINET)

LIGHT SWITCH

EMERGENCY LIGHT

EMERGENCY CAN LIGHT

WALL MOUNTED AT 46" A.F.F.

DIMMER SWITCHWALL MOUNTED AT 46" A.F.F.

THREE-WAY SWITCHWALL MOUNTED AT 46" A.F.F.CABLE OUTLETWALL MOUNTED AT 46" A.F.F.

JUNCTION BOXWALL MOUNTED AT 18" A.F.F.

JUNCTION BOXFLOOR MOUNTED



FLOOR MOUNTED

FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED



WALL MOUNTED

CEILING MOUNTED

CEILING MOUNTED

WALL MOUNTEDEXIT LIGHT

INCANDESCENT LIGHTCEILING MOUNTED

INCANDESCENT LIGHTWALL MOUNTED

TRACK LIGHT

FLOURESCENT LIGHT FIXTURERECESSED

FLOURESCENT LIGHT FIXTURESURFACE MOUNTED

FLOURESCENT LIGHT FIXTUREPARABOLIC LENS

EXISTING DOOR TO REMAIN

OFFICE

101

S S S S S S S S

S S S S S S S S S S

EMERGENCY FLOURESCENTLIGHT FIXTURE

ELECTRICAL PANEL

ELECTRICAL GENERATOR

ELECTRICAL TRANSFORMER

MECHANICAL RETURN GRILL

FLOOR DRAIN

WATER METER

ELECTRICAL METER

GAS METER

42"

GFI

E

R

220

INDICATES EXISTING TO REMAIN

INDICATES EXISTING INRELOCATED LOCATION

INDICATES HEIGHT TOCENTERLINE A.F.F.

INDICATES SPECIAL VOLTAGEREQUIREMENT

INDICATES GROUND FAULTINTERCEPT

FIRE ALARM ANNUNCIATOR PANEL

ONE-HOUR RATED WALL

TWO-HOUR RATED WALL

ONE-HOUR SMOKE WALL

TWO-HOUR SMOKE WALL

FIRE / HORN / STROBE PULL STATIONWALL MOUNTED AT 46" A.F.F.

HORN STROBE ALARMWALL MOUNTED

HORN WALLMOUNTED

FIRE ALARM PULL STATIONWALL MOUNTED AT 46" A.F.F.

KEYPAD WALL MOUNTED AT46" A.F.F.

STROBE LIGHTWALL MOUNTED

THERMOSTAT WALLMOUNTED AT 46" A.F.F.

SMOKE DETECTOR

SPEAKER

EXISTING WALL TO BE REMOVED

COLUMN REFERENCE NUMBER

CONTROL POINT OR DATUM

BUILDING SECTION ORELEVATION REFERENCE

WALL SECTION ORDETAIL REFERENCE

NEW WALL

EXISTING WALL TO REMAIN

E29SYMBOLS LEGENDNOTE: NOT ALL SYMBOLS ARE USED HEREIN

TENANTZURICH FARMERS US4680 WILSHIRE BLVD.LOS ANGELES, CA 90010323/932-3677323/932-8094 faxBECKY [email protected]

ARCHITECTREES MASILIONIS TURLEY ARCHITECTURE908 BROADWAY 6TH FLOORKANSAS CITY, MO 64105816/842-1292816/842-1878 faxRICHARD [email protected] [email protected]

CONTRACTORPINNACLE CONTRACTING CORPORATION21031 VENTURA BLVD, STE401WOODLAND HILLS, CA 91364818/888-6548 x12818/888-6076 FAXMARK [email protected]

MEP ENGINEERBGR ENGINEERS908 BROADWAY, 2ND FLOORKANSAS CITY, MO 64105816/842-2800816/842-4884 faxKATRINA [email protected] [email protected]

F01CONTACT INFORMATION

D14PERMIT INFO.

INSPECTIONS:CONTRACTOR SHALL COORDINATE REQUIREDINSPECTIONS FROM ALL LOCAL JURISDICTIONS.

THE OWNER SHALL PROVIDE SPECIAL INSPECTORS WHOSHALL PROVIDE SPECIAL INSPECTIONS DURINGCONSTRUCTION ON THE TYPE OF WORK AS REQUIRED.

PERMIT:THIS DOCUMENT PACKAGE IS BEING SUBMITTED FOR ANINTERIOR TENANT IMPROVEMENT BUILDING PERMIT:1. INTERIOR PARTITIONS2. FINISHED CEILING SYSTEMS3. MODIFIED ELECTRICAL POWER, LIGHTING &

COMMUNICATIONS4. MODIFIED HVAC

DEFERRED SUBMITTALS:1. MODIFIED FIRE PROTECTION

FIRE DEPARTMENT APPROVAL WILL BE NECESSARY FORALTERNATION OF EXISTING FIRE SPRINKLER SYSTEM. N.I.C.

COMPLIANCE:FULL COMPLIANCE PER LAW, ADA AND LOCALJURISDICTIONS SHALL BE PROVIDED. CONTRACTOR SHALLVERIFY EXISTING CONDITIONS AS INDICATED HEREINPRIOR TO INSPECTIONS. G.C. TO NOTIFY ARCHITECT FORINSTRUCTIONS. JURISDICTION HAVING AUTHORITY PERCODE SHALL MAINTAIN THE RIGHT TO INSPECT ANDVERIFY CONDITIONS, DIRECT CORRECTIVE ACTION ANDCOMPLIANCE WITH CODES.

N

KEY PLAN - 2ND FLOOR

AREA OFCONSTRUCTION

KEY PLAN - 1ST FLOOR

CONC

KEY PLAN - SITE

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITHTHE GOVERNING LAWS AND CODES, AND INACCORDANCE WITH AUTHORITIES HAVINGJURISDICTION.

2. GC TO VERIFY ALL DIMENSIONS AND NOTIFYARCHITECT OF ANY DISCREPANCIES PRIOR TOCONSTRUCTION.

3. CALCULATE AND MEASURE REQUIREDDIMENSIONS. DO NOT SCALE DRAWINGS UNLESSOTHERWISE INDICATED. ALL DIMENSIONS TO BETAKEN FROM DESIGNATED DATUM POINT.WRITTEN DIMENSIONS TAKE PRECEDENCE OVERGRAPHIC REPRESENTATION. DETAIL DIMENSIONSTAKE PRECEDENCE OVER PLAN DIMENSIONS.

4. ALL ITEMS SUPPLIED BY THE OWNER ANDINSTALLED BY THE CONTRACTOR WILL BECOORDINATED BY THE CONTRACTOR FROMDELIVERY TO INSTALLATION.

5. DIMENSIONS ON DRAWINGS ARE FINISH FACE TOFINISH FACE OF PARTITIONS, COLUMNS, ETC., ORTO WHERE SHOWN, UNLESS OTHERWISE NOTED.

6. THE GENERAL CONTRACTOR (GC, HEREAFTER)UPON SIGNING THE OWNER/GC AGREEMENT,ACCEPTS THE CD (INCLUDING THESE DRAWINGSW/ THE INCLUDED NOTES & DESCRIPTIVEMATERIAL) & AGREES TO EXECUTE THENECESSARY WORK IN MANNER DESCRIBEDTHEREIN.

6.1. UPON EXAMINATION / FAMILIARIZATION OF CD& JOB SITE VISIT, ANY DISCREPANCIES,OMISSIONS, AMBIGUITIES AND/OR CONFLICTSNOTED, SHALL BE BROUGHT TO THEATTENTION OF REES MASILIONIS TURLEYARCHITECTURE, L.L.C. IN WRITING, FORCORRECTION.

6.2. ANY ELEMENT, WHATSOEVER, REQUIRED BYBUILDING TO BE INCORPORATED INCONSTRUCTION BUT NOT SPECIFIED IN CDSHALL BE BROUGHT TO ATTENTION OF REESMASILIONIS TURLEY ARCHITECTURE, L.L.C.FOR REVIEW/ACTION.

6.3. NO MODIFICATIONS / REVISIONS / CHANGESSHALL BE UNDERTAKEN UNLESSSPECIFICALLY SO INSTRUCTED ANDAPPROVED BY OWNER.

6.4. DURING COURSE OF PROJECT, GENERALCONTRACTOR SHALL MAKE EVERY EFFORT TOFULLY INFORM ALL CONCERNED PARTIESREGARDING DECISIONS/ACTIONS TAKENWHICH, IN ANY WAY, MIGHT AFFECT ANY SAIDCONSTRUCTION CONDITIONS.

7. ALL EXISTING HOLES/CRACKS IN SLAB AND THOSERESULTING FROM THE CONSTRUCTION PROCESSSHALL BE FILLED/REPAIRED AND THE SURFACEPATCHED SMOOTH AND LEVEL WITH ADJACENTFLOOR SURFACE, IN A MANNER ACCEPTABLE TOOWNER AND REES MASILIONIS TURLEYARCHITECTURE, L.L.C..

8. GC SHALL BE RESPONSIBLE FOR FIELD MEASURINGOF EXISTING CONDITIONS PRIOR TO START OFWORK AND DURING CONSTRUCTION, ASNECESSARY, TO ASSURE CONSTRUCTIONADHERENCE TO DRAWINGS. BY ENTERING INTO ACONSTRUCTION CONTRACT FOR THIS WORK, GCSHALL INDICATE HIS FAMILIARITY WITH THESITE/FIELD CONDITIONS.

8.1. ALL "HOLD" DIMENSIONS SHALL BEMONITORED TO ASSURE CORRECTNESS.

8.2. ANY DIMENSION REVISIONS/MODIFICATIONSARE TO BE BROUGHT TO ATTENTION OF THEARCHITECT FOR REVIEW/APPROVAL.

9. ALL VERTICAL DIMENSIONS SHALL BE TAKEN FROM"BENCH MARK" OR OTHER SIMILAR GUIDEESTABLISHED PRIOR TO START OF CONSTRUCTION.HIGH POINTS, LOW POINTS, IRREGULARITIES INFLOOR SLAB, PARTICULARLY, WHICH COULD INANY WAY AFFECT FABRICATION/INSTALLATIONWORK OF OTHER TRADES OR VENDORS (I.E.,CABINET CONTRACTORS), SHALL BE BROUGHT TOTHE ATTENTION OF THE ARCHITECT.

9.1. VARIATIONS IN FLOOR LEVEL IN EXCESS OF1/2" FOR EVERY 10'-0" IN EVERY DIRECTIONWILL REQUIRE LEVELING OF SLAB BY G.C.LEVELING OF SLAB TO BE DONE AS REQUIREDREADY TO RECEIVE FLOOR FINISHES, (I,E,VINYL TILE FLOORS, CARPETING, ETC). G.C. TOVERIFY SLAB CONDITION PRIOR TO BIDSUBMISSION AND CONTACT LANDLORD.

10. GC, SUBCONTRACTORS, AND ALL VENDORS ARETO VERIFY ALL CLEARANCES (CORRIDORS, STAIRS,ELEVATORS, ETC.) REQUIRED FOR DELIVERIES ANDPASSAGE OF ALL JOB MATERIALS/EQUIPMENT.

11. ALL NECESSARY WOOD BLOCKING / GROUNDS,ETC., ARE TO BE SUPPLIED AS FIREPROOFEDELEMENTS. GC SHALL FULLY COORDINATESETTING/PLACEMENT OF THESE ELEMENTS ASREQUIRED BY LOCAL CODE/BUILDING ORSURROUNDINGS.

11.1. GROUND/BLOCKING MAY NOT BE WHOLLYSHOWN ON DRAWINGS AND GOODCONSTRUCTION PRACTICE SHALLGOVERN/DETERMINE SAID USE WHERE AQUESTION ARISES.

11.2. GC TO PAY PARTICULAR ATTENTION TO ALLLOCATIONS OF DRYWALL PARTITIONCONSTRUCTION THAT ABUT OR RECEIVEMILLWORK OR CABINET WORKCONSTRUCTION. INTERNAL WOOD BLOCKINGSHALL BE SUPPLIED FOR STURDYANCHORAGE AT INTERSECTIONS OFWOOD/GLASS BORROWED LIGHT PARTITIONSAND ADJACENT DRYWALL CONSTRUCTION ASREQUIRED.

A24GENERAL NOTES A08SITE SECTION CUT @ NEW RTU

D19NOTES

1. THIS PROJECT SHALL COMPLY WITH TITLE 24 AND 2007CBC.

2. NOTE: "PENETRATIONS OF FIRE-RESISTIVE WALLS,FOOR-CEILINGS AND ROOF-CEILINGS SHALL BEPROTECTED AS REQUIRED IN CBC SECTIONS 712.3AND 712.4"

COVER

RICHARD R. CLARK

A001

1

1

1

CONC

DRIVEWAY

PUBLIC RIGHT-OF-WAY

DENOTES ACCESSIBLE PATH


EXISTING ACCESSIBLERAMP & LANDING SYSTEM

A06 A012

9'-0" 5'-0"

4'-0

"

18'-0

"

9'-0" 8'-0"

ACCESSIBLE ROUTE

9'-0"

VAN ACCESSIBLE

MIN. MIN. MIN.MIN.

ACCESSIBLE AISLE

INTERNATIONAL SYMBOLOF ACCESSIBILITY STALLEMBLEM

NOPARKING

NOPARKING

1'-0

"

3'-0

"

HANDICAP PARKINGSIGN (TYP.)CURB STOP

MIN

.

CURB RAMP REQUIRED WHEN WALKIS AT DIFFERENT LEVEL THAN PARKINGELEVATION

GENERAL DISABLED PARKING SPACE NOTES:

1. DISABLED PARKING SPACE MUST PERMIT USE OF EITHER CAR DOORS.2. A PARKING BUMPER IS REQUIRED WHEN NO CURB OR BARRIER IS

PROVIDED WHICH WILL PREVENT ENCROACHMENT OF CARS OVER THEADJOINING ACCESSIBLE ROUTE.

3. WHEELCHAIR USERS MUST NOT TO BE FORCED TO GO BEHIND PARKEDCARS OTHER THAN THEIR OWN TO ACCESS AN ADJOINING ACCESSIBLEROUTE.

4. THE MAXIMUM SURFACE SLOPE WITHIN THE DISABLED PARKING SPACEAND ADJACENT ACCESS AISLE MAY NOT EXCEED 2% IN ANY DIRECTION.

5. CURB RAMPS MANY NOT ENCROACH INTO THE REQUIRED DIMENSIONSOF DISABLED PARKING SPACES OR ADJACENT ACCESS AISLES.

6. ACCESS AISLE (LOADING/UNLOADING AREA) MUST CONNECT TO ANACCESSIBLE PATH OF TRAVEL TO THE FACILITY.

7. THE WORDS "NO PARKING" MUST BE PAINTED ON THE GROUND WITHINEACH ACCESS AISLE.

8. RAMPS ARE NOT ALLOWED TO ENCROACH INTO LOADING/UNLOADINGZONES, PARKING SPACES OR VEHICULAR TRAFFIC LANES.

MIN.

MIN

.

MIN

.

RESERVED RESERVED

VAN ACCESSIBLE

1/2" RADIUSBLUEREFLECTORIZED SIGNCONSTRUCTED OFPORCELAIN STEELWITH BEADED TEXTOR EQUAL

80" MIN. TO FREE STANDING36" MIN. FOR WALLMOUNTED

TO TOP OF WALKINGSURFACE

EMBLEM MUST BE LOCATED IN STALL SOTHAT IS VISIBLE BY A TRAFFICENFORCEMENT OFFICER WHEN AVEHICLE IS PROPERLYPARKED IN THE SPACE (CENTERED AT ENTRANCE TOSTALL RECOMMENDED)

• SIGN TO BE CENTERED ATTHE INTERIOR END OF PARKING SPACE• AREA OF SIGN TO BE AA MIN. OF 70 SQ. IN.• DESIGNATE FOR "VAN ACCESSIBLE" WHERE APPOPRIATE

3'-0"

3'-0

"

UNAUTHORIZED VEHICLESPARKED IN DESIGNATED

ACCESSIBLE SPACES NOTDISPLAYING

DISTINGUISHING PLACARDSOR LICENSE PLATES

ISSUED FOR PERSONSWITH DISABILITIES MAY BETOWED AWAY AT OWNER'S

EXPENSE. TOWEDVEHICLES MAY BE

RECLAIMED AT SIERRATOWING & TRANSPORT CO.,INC. OR BY TELEPHONING

(818)-707-2198.

22" M

IN.

17" MIN.

22" M

IN.

17" MIN.

UNAUTHORIZED VEHICLESPARKED IN DESIGNATED

ACCESSIBLE SPACES NOTDISPLAYING

DISTINGUISHING PLACARDSOR LICENSE PLATES

ISSUED FOR PERSONSWITH DISABILITIES MAY BETOWED AWAY AT OWNER'S

EXPENSE. TOWEDVEHICLES MAY BE

RECLAIMED AT SIERRATOWING & TRANSPORT CO.,INC. OR BY TELEPHONING

(818)-707-2198.

MINIMUM FINE $250 MINIMUM FINE $250

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010203040506070809101112131415161718192021222324252627282930313233343536

SHEET TITLE

REVISION

PROJECT

SEAL

SHEET DISCLAIMER

ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



DECEMBER 22, 2008

08318-007







PROJECT NUMBER

RC / ST


N

A16EXISTING SITE PLAN1:60

R16ACCESSIBLE PARKING DETAILS1/4" = 1'-0"

01' 4'

R06ACCESSIBLE PARKING SIGN DETAILS1/4" = 1'-0"

01' 4'

A06ACCESSIBLE PATH, RAMP & PARKINGNTS

REFERENCEEXISTING SITE

RICHARD R. CLARK

A012

1

1

1

LOBBY

1000

MARTIN D. FEINSTEIN CENTERFOR PROF. DEVELOPMENT

1004

ELEV.MECH.

1002 GENERAL SESSIONCLASSROOM #1

1009

CORRIDOR

1006

TRAININGSTORAGE

1011

TRAININGSTORAGE

1016

GENERAL SESSIONCLASSROOM #2

1015

TRAININGSTORAGE

1017

INNOVATIVE STRATEGICCENTER

1019

BREAKOUT ROOM #2

1021

BREAKOUT ROOM #1

1022

CONCESSION AREA

1023

I.S.CSTORAGE ROOM

1020

MARKETINGTRAINING ROOM

1028

MARKETING TRAININGROOM #2

1027

MECHANICALROOM

1039

MECHANICALROOM

1038

ELECTRICALROOM

1037

MECHANICALROOM

1035

BUILDING SERVICESMAINT. ROOM

1034

BREAKROOM

1040

SELF-SERVICELINE

1041

TELCO.ROOM

1042

MECH.ROOM

1043

BREAKROOM

1049

MEN'S RESTROOM

1050

WOMEN'S RESTROOM

1051

IDF/ELECROOM

1031

SUP.RM

1030

BREAKRM. STORAGE

1053

HOLDING ROOM

1045

RECIEVINGAREA

1048

DOCK

1073

APD MOCK UPAND GARAGE

1072

MEN'S RESTROOM

1025

WOMEN'S RESTROOM

1026

IDF/ELECROOM

1059

SUP.RM.

1058

JAN. ROOM

1057

CONTROLROOM

1013

BREAKOUT ROOM #3

1012

MEN'S RESTROOM

1074

WOMEN'S RESTROOM

1081

IDF/ELECROOM

1069

SUP.RM

1071

TRAINING ROOMSTORAGE

1083

WOMEN'S RESTROOM

1075

MEN'S RESTROOM

1082

CLAIMS TRAINING ROOM #1

1090


1088


1086


1085


1066CLAIMS TRAINING

ROOM #6

1063


1061

CORRIDOR

1094CORRIDOR

1029


1087


1089

TRAIN. RMSTORAGE

1091


1067


1064

LOBBYVESTIBULE

1003

R.R.

1001

CONF.ROOM #2

1096

HALLWAY

1060

HALLWAY

1056

CORRIDOR

1032

SUP.RM.

1077

JAN.ROOM

1076

IDF/ELECROOM

1078

VESTIBULE

1044

VESTIBULE

1036

STAIR #3

S3

STAIR #4

S4

STAIR #5

S5

STAIR #1

S1

BLEACHERAREA

1079

HALLWAY

1080

CORRIDOR

1101

CORRIDOR

1092CORRIDOR

1093

CORRIDOR

1084

CORRIDOR

1068

HALLWAY

1070

CORRIDOR

1100

CORRIDOR

1014

CORRIDOR

1018

CORRIDOR

1024

CORRIDOR

1033

VESTIBULE

1046

HOTELING

1065

HOTELING

1055

HOTELING

1054

CORRIDOR

1007

STAIR #2

S2

EXISTELEVATOR

E1

EXISTELEV.

E2

CORRIDOR

1047

FEFE

FE

FE

FE

FE

FE

FE

FE

FE

CHANGE RM

1104

CORRIDOR

1008

GALLEY

1052

SPRINK.ROOM

1005

TRAINING STORAGE

1010

TRAING ROOMSTORAGE

1062

FE FEFE

FE

FE

FE

FE

FE REF

MICRO-WAVE

REF

MICRO-WAVE

COFFEEMAKER

SODAVEND.MACH.

CANDYVEND.MACH.

CANDYVEND.MACH.

REFSODAVEND.MACH.

ATM

MICRO-WAVE

MICRO-WAVE

MIC

RO

-W

AV

EM

ICR

O-

WA

VE

TRASH TRASH

TRASH TRASH


3'-0"

PREP AREA

1103

JANITOR CL

1105STORAGECLOSET

1102

FE

FE

SELF-SERVICELINE

1106

COFFEEMAKER

COFFEEMAKER

NOTE: ALLWINDOWS AREEXISTING AND

ARE FIXED.

72"

MOCK-UP BCOBRANCH CLAIMS OFFICE

1095

APD MOCK UP& GARAGE STORAGE

1201

CREDITUNION

1110

CREDITUNION

1097

E

E

E

EE

E

E

E

E

EE

E

E

EE

E

E

E

E

E

E

E

E

EEE

EEEE

EE

E

E

E

E

E

E

E

E

E

EE

E

E

E

E

E

E

E

E

EE

E E

EE

E

EE E

EE

E

E

E

E E

E

EXISTING RATED ASSEMBLY.FIELD VERIFY.

UP

UP

UP

UP

DOWN

DO

WN

DO

WN

DO

WN

DOWN DOWN

DOWN

A19 A015

A19 A015

A19 A015

A19 A015A06 A015

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010203040506070809101112131415161718192021222324252627282930313233343536

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816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



DECEMBER 22, 2008

08318-007







PROJECT NUMBER

RC / ST


N

A09GROUND FLOOR EGRESS PLAN 1/16" = 1'-0"

04' 16'

REFERENCE1ST FLR EGRESS

RICHARD R. CLARK

A013

MAX TRAVEL 250'-0"

ONE HOUR

TWO HOUR

LOBBY

2000

SPRINK.RISER

2003

ROOM

2004

HALLWAY

2046 MAILDROPROOM

2009

CLAIMS COPY/SORTROOM

2010

JANITORSUPPLY

2012

LACTATIONROOM

2013

IDF/ELECROOM

2015

CLAIMS/AVEQUIP. ROOM

2014

MEN'SRESTROOM

2016

WOMEN'SRESTROOM

2017

JAN.CLOSET

2018

HALLWAY

2019

CONFERENCEROOM

2008

MARKETINGSTUDIO

2007

MARKETINGEDITING

2006

HALLWAY

2011

STAIR #5

S5

HALLWAY

2020

WOMEN'SRESTROOM

2021

MEN'SRESTROOM

2022

IDF/ELECROOM

2023

STAIR #4

S4

STAIR #3

S3

MKT. ADMINSTORAGE

2024

HALLWAY

2037

JANITOR'SCLOSET

2042

COPY/SORTAREA (MKT)

2044COPY/SORT

AREA (CLAIMS)

2045MAILSUPPLIES

2043IDF/ELECROOM

2040

HALLWAY

2001

HALLWAY

2002

HALLWAY

2025

MEN'SRESTROOM

2026

WOMEN'SRESTROOM

2029

IDF/ELECROOM

2027

JAN.CLOSET

2028VIEWAREA

2030

VIEWAREA

2031

VIEWAREA

2032

VIEWAREA

2033

SERVERROOM

2034

WOMEN'SRESTROOM

2038

MEN'SRESTROOM

2039

HALLWAY

2041

CLAIMS PRINT AREA

2047

CLAIMSOPEN OFC

2048

CLAIMSDIR OFC

2049

CLAIMS SECUREDRECORDS ROOM

2050

EXPANSIONOPEN OFC

2052

MECHROOM

2054

ATTOFC

2055

ATTOFC

2056

ATTOFC

2057

ATTOFC

2058

IBMSTORAGE

2059

ELEVMECH

2060

SAE CONFROOM

2065

MKT DIROFC

2066

SAEOPEN OFC

2061

MKT DIROFC

2067

MKT VPOFC

2068

OPENOFC

2069REAL ESTATE

VP OFC

2070

REAL ESTATEOPEN OFC

2076

REAL ESTATEDIR OFC

2072

REAL ESTATEDIR OFC

2073

REAL ESTATECONF ROOM

2078

HALLWAY

2079

HALLWAY

2080

FFS OPENOFC

2089

FFS DIROFC

2082

FFS SMALLCONF ROOM

2083

FFS DIROFC

2084

FFS VPOFC

2085

FFS DIROFC

2086

FFS VPOFC

2090

FFSSTORAGE

2091

FFS LARGECONF ROOM

2092

FFS STORAGEROOM

2087

FFS SMALLCONF ROOM

2088

FFS OPENOFC

2095

FFS PRINTAREA

2094

HALLWAY

2093

FFS RECPTAREA

2097

COPY/SORTAREA

2098

FFS PRINTAREA

2096

REAL ESTATEOPEN OFC

2071

PRINT AREA

2063

REAL ESTATEOPEN OFC

2074

SAEOPEN OFC

2062

MARKETINGOPEN OFC

2064

FFS OPENOFC

2081

TECH.SUPPORT

2035

COMPANYSTORE

2036

FE

FE

FE

FE

FE

FEFE

CLAIMSDIR OFC

2051

REAL ESTATEPLAN AREA

2075

REAL ESTATECOPY AREA

2077

FE

STOR.CLOSET

2100

T

T T

T

T2

T

T

TT

T

T

T

T

TT

T

T

S2

STORROOM

2101

REFRIG

PS2

MKT VPOFC

2103

OPENOFC

2102

FE

MESSAGECONFERENCE

2102

FARMERS' FAMILYCONFERENCE

2103

OUR PROMISECONFERENCE

2101

WHO WE ARECONFERENCE

2100

CONFERENCEBREAK OUT

2104

HERITAGECENTER

2099

WIRE & EQPMCLOSET

2105

ENTRY

2106

HALLWAY

2108

HALLWAY

2107

HALLWAY

2110

HALLWAY

2114

EQPMSTORAGE

2109

MECHEQPM

2111

HALLWAY

2112

EE

EE

E

E

E

E

EE

E

E E

E

E

EE

E

E

E

E

E

E

EXISTING RATED ASSEMBLY.MAINTAIN & FIELD VERIFY.

DO

WN

DOWN

DO

WN

DOWN

CONFROOM

C SSTOCK

2005

DO

WN

SD

BOARDROOM2131

PANTRY2132

EXECUTIVEOFFICE

2135

OPENOFFICE

2136

HOFFICE

2139

225OFFICE

2137

RESTROOM2133

CLOSET2134

RECEPTION2120

HALLWAY2123

TELEPRESENCE2122

OFFICE2125

OFFICE2126

CONFROOM2127

CORRIDOR2124 AV CLOSET

2130

DWICE

225OFFICE

2138

PROJECTION2129

CLOSET2121

HALLWAY2140

C/F/P/SROOM2142

℄

℄

℄

℄

℄

℄

℄

OL:38

OL:75

OL:2

OL:2

OL:7

OL:1

OL:18

OL:15

OL:35

OL:35OL:38

OL:20

OL:13

OL:13

OL:24

OL:10

OL:26 OL:26

OL:26

OL:13

OL:26OL:13

OL:22

OL:25

OL:13

A19 A015

A19 A015

A19 A015

A19 A015

A11 A105

A11 A104

A11 A103

A11 A102

A11 A101

OL:38

OL:1

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010203040506070809101112131415161718192021222324252627282930313233343536

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816.842.1878816.842.1292

ARCHITECTURE

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GRAPHICS

PLANNING

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



DECEMBER 22, 2008

08318-007







PROJECT NUMBER

RC / ST


N

A09SECOND FLOOR EGRESS PLAN 1/16" = 1'-0"

04' 16'

REFERENCE2ND FLR EGRESS

RICHARD R. CLARK

A014

MAX TRAVEL 250'-0"

ONE HOUR

TWO HOUR

1

36" M

IN.

34" M

IN.

42" M

IN.

18"

36" MIN.

42"MIN.

52"

MIN

.

60"M

IN.

24"M

IN.

12"

6" MAX.

30"

RADIUS

44"M

IN.

36"M

IN.

30"

4'-0

"MIN

.

18"

36"MIN.

6"MAX.

60"MIN.

12"

42"M

IN.

48"M

IN.

32"MIN.24" MIN.

30X48CLEAR

36" M

IN.

1'-6

"1'

-6"

24"M

IN.

52"M

IN.

42"MIN.

32"MIN.

M19A022

M09A022

M28A022

T28A022T19

A022

60"X60" LEVELAND CLEAR

60"X60" LEVELAND CLEAR

RADIUS

MA

X.

MA

X.

T09A022

ADA COMPLIANTURINAL

18" MIN.

28"

18"

6"36"

12"

MA

X.

42"

60" M

IN. C

LEAR

12" MIN.

18" MIN.

36" MIN.

32" MIN. CLEAR

60" M

IN. C

LEAR

5"

1'-1

"

5"3'-4"

5"

30" MIN. CLEAR

48" M

IN. C

LEA

R

30" MIN. CLEAR48" M

IN. C

LEA

R

48" M

IN. C

LEA

R

60" M

IN. C

LEA

R60

" MIN

. CLE

AR

18" M

IN.

12" M

IN.

60" MIN. CLEAR 60" MIN. CLEAR

36" M

IN.

32" M

IN. C

LEA

R 6'-4

"

8 1/

2"±

1'-10 1/2"±

LEVEL & CLEAR

LEVEL & CLEAR

LEVEL & CLEAR

LEVEL & CLEAR

7'-6"±

9'-2

"±

11'-7

"±

1'-0

"

1'-6" 2'-9"±

2'-1 1/2"±

12"

24"

18" M

IN.

19"

MIN

A28A022

F28A022

F19A022

KEY NOTES - REST ROOM PLANS

1. ADA URINAL - CONTRACTOR TO VERIFYHEIGHT OF NOTED URINAL IN EACH TOILET.HEIGHT OF URINAL TO CONFORM WITH THEDIMENSIONS ON THE CONSTRUCTIONDOCUMENTS. SHOULD THE URINAL NOT BEIN CONFORMANCE, CONTRACTOR IS TORELOCATE OR INSTALL NEW URINAL TOPROPER HEIGHT. PATCH CERAMIC TILEWALL TO MATCH EXISTING.

2. TOILET - CONTRACTOR TO VERIFY HEIGHT OFNOTED TOILET IN EACH RESTROOM. HEIGHTOF TOILET TO CONFORM WITH THEDIMENSIONS ON THE CONSTRUCTIONDOCUMENTS. SHOULD THE TOILET NOT BEIN CONFORMANCE, CONTRACTOR IS TOEITHER RELOCATE OR INSTALL NEW TOPROPER HEIGHT. PATCH CERAMIC TILEWALL TO MATCH EXISTING.

3. ADA TOILET PARTITIONS. PARTITIONS TO BEPER ADA COMPATIBLE DIMENSIONS ASSHOWN ON CONSTRUCTION DOCUMENTS.PATCH WALLS AND CEILING AS REQUIRED.

4. ADA SINK. PROVIDE INSULATE WRAP FORPLUMBING UNDER SINK. RE.: M19/A022 &T19/A022

5. ADA TOILET. PROVIDE FLUSH VALVE AT WIDESIDE OF TOILET (I.E.: CLOSER TO SINK). RE.:M28/A022 & T28/A022

6. 36" GRAB-BAR, 1-12" DIAMETER MAX., MOUNT

WITH CENTERLINE AT 33" ABOVE FINISHFLOOR AND AS INDICATED PER PLAN,ELEVATIONS, FIG.11B-1A & FIG.11B-1C

7. 42" GRAB-BAR, 1-12" DIAMETER MAX., MOUNT

WITH CENTERLINE AT 33" ABOVE FINISHFLOOR AND AS INDICATED PER PLAN,ELEVATIONS, FIG.11B-1A & FIG.11B-1C

8. EXISTING ADA ACCESSORY TO REMAIN.COMBINATION PAPER TOWEL /WASTEBASKET. CONTRACTOR SHALL FIELD VERIFYTHAT EXISTING CONDITIONS MEET REQUIREDDIMENSIONS AND OTHER REQUIREMENTS.MOUNT WITH HIGHEST OPERABLE PART AT40" MAX. ABOVE FINISH FLOOR.CONTRACTOR SHALL CONTACT ARCHITECTFOR INSTRUCTION IN THE EVENT THAT IT ISFOUND THAT ITEMS DO NOT COMPLY. RE.:ELEVATION AND PLAN.

9. MIRROR. MOUNT WITH BOTTOM AT 40" MAX.ABOVE FINISH FLOOR, CENTER LINE CENTERON SINK. RE.: PLAN AND ELEVATION.

10. LIQUID SOAP DISPENSER. MOUNT WITHHIGHEST OPERABLE PART AT 40" MAX.ABOVE FINISH FLOOR.

11. EXISTING ADA COMBINATION TOILET-PAPER/SEAT-COVER DISPENSER. MOUNT WITHHIGHEST OPERABLE PART AT 40" MAX.ABOVE FINISH FLOOR. MOUNT WITHTOILET-PAPER DISPENSER CENTERLINEWITHIN 12" OF THE FRONT OF THE TOILETAND 19" MIN. ABOVE FINISH FLOOR.CONTRACTOR SHALL CONTACT ARCHITECTFOR INSTRUCTION IN THE EVENT THAT IT ISFOUND THAT ITEMS DO NOT COMPLY. RE.:FIG.11B-1A/A00.4 & ELEVATION AND PLAN.

12. PROVIDE NEW ADA HIGH/LOW DRINKINGFOUNTAIN. PROVIDE ADA CANE RANGE SKIRTUNDER HIGH DRINKING FOUNTAIN. MOUNTWITH SPOUT OF LOW DRINKING FOUNTAIN36" MAX. ABOVE FINISH FLOOR. PROVIDEALCOVE PER PLAN AND FIG.A08/A022 RE.:ELECTRICAL AND PLUMBING ANDFIG.68/A00.4 & FIG.11B-3/A00.4

13. PROVIDE GRAPHIC, PICTOGRAM & TACTILESIGN FOR REST ROOM PER CODE. RE.:A01/A022 & MO1/A022

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08318-007







PROJECT NUMBER

RC / ST


N

A19EXISTING TYPICAL RESTROOM PLAN1/2" = 1'-0"

N

A06EXISTING FIRST FLOOR LOBBY PUBLIC SINGLE RESTROOM PLAN 1/2" = 1'-0"

REFERENCEEXISTING RESTROOM

RICHARD R. CLARK

A015

1

1

1

A01NOTES

INSULATE ALL EXPOSEDPIPING

FLUSH ACTIVATORON WIDE SIDE

6"


PATCH AND REPAIRANY CERAMIC TILE(FLOOR AND WALL)TO MATCH EXISTING

INSULATE ALLEXPOSED PIPING

FLUSHACTIVATORON WIDESIDE

FLUSHACTIVATOR

ON WIDESIDE EXISTING

RECESSEDACCESSORY.

VERIFYHEIGHT.

EXISTINGRECESSED

ACCESSORY.VERIFY

HEIGHT.

EXISTING RECESSEDACCESSORY. VERIFYHEIGHT.


INSULATE ALLEXPOSED

PIPING

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08318-007







PROJECT NUMBER

RC / ST


F19EXISTING SINGLE RESTROOM ELEVATION1/4" = 1'-0"

01' 4'

A28EXISTING SINGLE RESTROOM ELEVATION1/4" = 1'-0"

01' 4'

M09EXISTING TYPICAL RESTROOM ELEVATION1/4" = 1'-0"

01' 4'

F28EXISTING SINGLE RESTROOM ELEVATION1/4" = 1'-0"

01' 4'

M281/4" = 1'-0"

01' 4'

M191/4" = 1'-0"

01' 4'

T19EXISTING TYPICAL MENS RESTROOM ELEVATION1/4" = 1'-0"

01' 4'


01' 4'


01' 4'

REFERENCEEXISTING RESTROOM

RICHARD R. CLARK

A022A08ACCESSIBLE FOUNTAINN.T.S.

A01IDENTIFICATION SYMBOLSN.T.S.

M01ACCESSIBLE SIGNAGEN.T.S.

1

1

1

3

2

4

5

CONFERENCEROOM2053

EXPANSIONOPEN OFFICE

2052

IDF /ELECT.CLOSET

2023

DN

9

9

9

9

97

7

7

7

8

6

1

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08318-007







PROJECT NUMBER

RC / ST


U01NOTES

N

A11DEMOLITION FLOOR PLAN3/16" = 1'-0"


PLAN KEY NOTES:

1. EXISTING WALL TO BE REMOVED. PATCH AND REPAIR ASREQUIRED.

2. EXISTING ELECTRICAL AND DATA TO BE REMOVED. REF: ELEC.3. REMOVE DOOR FRAME AND HARDWARE. RETURN TO OWNER.4. REMOVE EXISTING CEILING TILE AND EXISTING LIGHTING PER

SHEET A103. REF. ELECTRICAL.5. CUT EXISTING CEILING GRID AS NECESSARY PER SHEETS A102 &

A103 TO PROVIDE NEW WALLS AND CEILING.6. REMOVE EXISTING DOOR FRAME & HARDWARE. RELOCATE TO

NEW LOCATION PER SHEET A102 & NOTE 8 THIS SHEET.RELOCATE ADJACENT LIGHT CONTROL. REF. ELECTRICAL.

7. REMOVE EXISTING GLAZING AND RETURN TO OWNER FORINSTALLATION ELSEWHERE.

8. CUT AND FRAME NEW OPENING IN EXISTING WALL FORINSTALLATION OF DOOR RELOCATION PER NOTE 6. REF. A102

9. OWNER'S FURNITURE TO BE RELOCATED BY OWNER. REF. A104

1

DEMOLITIONPARTIAL PLAN

K. MILLER

A101

AREA OF CONSTRUCTION

1

1

1

BOARDROOM2131

PANTRY2132

EXECUTIVEOFFICE

2135

OPENOFFICE

2136

HOFFICE

2139

225OFFICE

2137

RESTROOM2133 CLOSET

2134

RECEPTION2120

HALLWAY2123

TELEPRESENCE2122

OFFICE2125

OFFICE2126

CONFROOM2127

CORRIDOR2124

62'-1" +/- [FV]

4'-9

"

AV CLOSET2129

225OFFICE

2138

2'-2"

℄

℄

℄

15'-

3" +

/- [F

V]

5'-3

"

27'-

2"

14'-

6"

14'-

6"

23'-4"13'-9"

12'-7" +/- [FV]4'-0 1/2"

[EQ]

1'-1

0"

1'-9" +/- [FV]

1'-6"[EQ]

17'-0" [EQUAL]20'-1 5/8" [COORDINATE W/ POLYCOM]

7'-3"7'-7"

9'-8"

22'-10" +/- [FV]

17'-9" +/- [FV]10'-0"10'-0"

12'-2" +/- [FV]

9'-5

"9'

-8"

21'-7" +/- [FV]

15'-6"

[EQ

][E

Q]

16'-

4" [E

QU

AL]

7'-7

"

4'-1

0 1/

2"

3

33

2

2

2

2

2

2

3

4

4

U25A201

A01 A201

11

2a2

2

2

1

CLOSET2121

PROJECTION2130

9'-8"

14'-11 1/4"[VERIFY]COORDINATE W/ KI


15'-6"

9"

ALIGN

N17A201

U17A201

1

FE

1

FE

HALLWAY2140


2052

3'-0"

3'-1"

IDF /ELECT.CLOSET

2023

1

2

1

1

11

1

DN

E

E

E STAIR #3S3

VESTIBULE1036

STAIR #3S3

6'-1

"9'

-11"

8'-0

"

7'-11" [EQUAL]7'-11" [EQUAL]

UP

10'-

1"

[EQ]3'-4"[EQ]

1'-6"[EQ]

1/2"

1/2"

1/2"

C/F/P/SROOM2142

6'-2"2'

-1"

1'-8"

2

17'-0" [EQUAL]

1'-7"

4'-0 1/2"[EQ]

ALIGN

16'-

4" [E

QU

AL]

℄

℄

4'-1

0"

ALIGN

ALIGN

1

ALIGN

6'-3" +/- [FV] 6 3/4"


10'-1"

℄

3'-0

"[E

Q]

3'-0

"[E

Q]

10'-11"

6"

1'-7"

15'-

3"

13'-9" +/- [FV]

18'-2"

12'-6" +/- [FV]

3

33

3

3

3

3

ALIGN

ALIGN

6'-1"

6 3/4"

2 1/4"[VERIFY]COORDINATE W/ KI 4 1/2"

2 1/4"[VERIFY]COORDINATE W/ KI 4 1/2"

1 3/4"

2 1/4"[VERIFY]COORDINATE W/ KI

2 3/4"

4

4

1ALIGN

1

2

2

11

1

3

6'-7

"

4

9 1/4"

5

11'-

0"

4

ALI

GN

9"

ALIGN

19'-6 5/8" [HOLD]

ALIGN

4

9'-9"+/- [FV]

6

8

78

8

7

7

7

7

7 9

7

8

8

8

8

8

8

7

7

8

24'-0" 24'-0" +/- [FV]

10

1010

19'-9 7/8" [HOLD]

5

5

S01 A501

S01 A501

9"

R 1/2"

RADIUS ALL CORNERS

GRADE II BRAILLE

ALL SIGNS - ADA COMPLIAN

6"

SGM

SGM

9"

R 1/2"

RADIUS ALL CORNERS

GRADE II BRAILLE

ALL SIGNS - ADA COMPLIANT

6"

SGM-2

SGM-1

SGM-1

3 5/

8"

1/8"LATCHSIDE

3 5/

8"

1/8"LATCH SIDE

INACTIVEACTIVE

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U01NOTES

N

A11FLOOR PLAN3/16" = 1'-0"


PLAN KEY NOTES:

1. CORNER GUARD PER FINISHES AND SPECIFICATIONS.2. 1/2" TEMPERED CLEAR FLOAT GLASS. REF. A01/A6013. LOCATE TACTILE EXIT SIGNAGE PER ADA, ANSI A117.1 & 2007 CBC.

REFERENCE A01/A102. TACTILE EXIT ROUTE SIGNAGE AND TACTILEACCESSIBLE SIGNAGE PER ADA, ANSI A117.1 7 2007 CBC LOCATEDWHERE REQUIRED BY JHA. REFERENCE A01/A102.

4. BLOCKING FOR TV MOUNT BRACKET REF: A01/A1045. LOCATE GYP. BD. CONTROL JOINT.6. 7/16" OSB PER STRUCTURAL.7. FRAME WALL PER STRUCTURAL.8. ANCHOR WALL AT CORNER PER STRUCTURAL.9. FRAME LID PER STRUCTURAL.10. CENTER WALL ON CENTER LINE OF BEAM BELOW PER

STRUCTURAL. VERIFY LOCATION AND CONTACT ARCHITECT OF ANYDIMENSIONAL DISPARITY. REFERENCE STRUCTURAL.

FLOOR PLAN

K. MILLER

A102


A01EXIT SIGNAGENTS

1

1

2


2. JANUARY 29, 2009 - ASI #3 (RM#2122)3. FEBRUARY 2, 2009 - ASI #5 [RM#2124 STRUCTURAL]4. FEBRUARY 2, 2009 - ASI #6 [DOOR#2130]5. FEBRUARY 2, 2009 - ASI #7 [RM#2135 WALL TYPE 5]6. FEBRUARY 2, 2009 - ASI #8 [WALL @ WINDOW]

3

3

4

5

6

6

C

C

C

C

℄

℄

℄

℄

℄

J

1'-0

"

1'-0" 1'-0"

2"

1'-0

"

2'-0

"

2'-0"

2'-0

"1'

-6"

1'-6"

1'-6

"

1'-6"

2'-1

0"

℄

[EQ

][E

Q] 7'-0" 7'-0" 4'-8" [EQ]

R7'-6"

14'-

4" [E

Q]

BOARDROOM2131

PANTRY2132

EXECUTIVEOFFICE

2135OPENOFFICE

2136

HOFFICE

2139

225OFFICE

2137

RESTROOM2133

CLOSET2134

RECEPTION2120

HALLWAY2123

TELEPRESENCE2122

OFFICE2125

OFFICE2126

CONFROOM2127

CORRIDOR2124

AV CLOSET2129

225OFFICE

2138

CLOSET2121

PROJECTION2130

A01 A103

L01

A10

3

8'-2"

8'-2"

8'-2"

8'-2"

8'-2"

8'-2"

9'-10"

8'-2"

U09 A103

F01 A103

F01

A10

3

F01 A103

U09

A103

U09 A103

R01

A103

R01

A103

R01 A103

R01 A103

A01 A103

M09

A10

3

2

2

2

2

1

111

1

2

2

2

2

2

1

HALLWAY2140


2052

IDF /ELECT.CLOSET

2023

DN

4'-0

"4'

-0"

4'-0

"

2'-0

"

9'-10"

2'-0"

2'-0"

2'-7 1/4"TYPICAL

C/F/P/SROOM2142

8'-0"

1'-0

"

1'-2"

2"

1'-2

"

1'-0"

1'-2

"

2"

8'-2"

4'-8" [EQ]

2"2"

4'-0 1/2"[EQ]

4'-0 1/2"[EQ]

5'-2" [EQ] 5'-2" [EQ]

14'-

4" [E

Q]

℄

℄

℄℄

5'-1

"

2'-0"

6'-0"5'-0"7'-2"

8'-10"

℄

℄

3

3

3

3

3

1

1

2

4

10" ARMSTRONG AXIOMPERIMETER TRIM

ACOUSTICAL CEILING TILE

EXPOSED TEE GRID SYSTEM

5/8" GYP. BOARD

DRY WALL GRID SYSTEM

CHANNEL MOLDING

WALL TYPE PER PLAN

HANGER WIRE

9'-0" AFF

8'-2" AFF




5/8" GYP. BOARD


CHANNEL MOLDING

EXISTING EXTERIOR WALL CONDITION

HANGER WIRE

9'-0" AFF

8'-2" AFF

EXISTING WINDOW SYSTEM

RE: RCP

RE: RCP




5/8" GYP. BOARD


HANGER WIRE

9'-0" AFF

8'-2" AFFRE: RCP




5/8" GYP. BOARD


CHANNEL MOLDING

WALL TYPE PER PLAN

HANGER WIRE

9'-0" AFF

8'-2" AFFRE: RCP RE: RCP

ARMSTRONG AXIOMPERIMETER TRIM

9'-0" AFF

2" ARMSTRONG AXIOM PERIMETER TRIM

HANGER WIRE

5/8" GYPSUM BOARD


HANGER WIRETEE GRID SYSTEM

1'-0"

CHANNEL MOLDING

EXISTING EXTERIOR WALL CONDITION

HANGER WIRE

9'-10" AFF


CHANNEL MOLDINGHANGER WIRE


RE: RCP[NTS]

ARMSTRONG AXIOMPERIMETER TRIM

9'-0" AFF

9'-10" AFF

2" ARMSTRONG AXIOM PERIMETER TRIM

LIGHT FIXTURE REF. ELECT.

HANGER WIRE


HANGER WIRETEE GRID SYSTEM

EXPOSED TEE (INVERTED& SCREWED IN PLACE TO

SUPPORT LIGHT.)

1'-0"

5/8" GYP. BD.

WALL TYPE PER PLAN

RE: RCP[NTS]

5/8" GYP. BOARD

EXISTING WINDOW SYSTEM

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816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



DECEMBER 22, 2008

08318-007







PROJECT NUMBER

RC / ST


X01NOTES

N

01' 4'

A09REFLECTED CEILING PLANSEISMIC CEILING DETAILS 3/16" = 1'-0"


RCP KEY NOTES:

1. NEW CEILING TILE TO BE INSTALLED IN EXISTING GRIDSYSTEM. NEW LIGHTING TO BE INSTALLED INEXISTING CEILING GRID. REF: FINISH PLAN &ELECTRICAL.

2. NEW CEILING TILE & GRID. REF: A502 & A6023. NEW SUSPENDED GYP. BD. CEILING.4. POLYCOM EQUIPMENT SHOWN FOR REFERENCE &

COORDINATION. REF. TO POLYCOM DOCUMENTS.REF.: SHEETS A502, A602, MECHANICAL ANDELECTRICAL.

RCP

K. MILLER

A103


A01CEILING SOFFIT DETAIL1 1/2" = 1'-0"

F01CEILING SOFFIT DETAIL1 1/2" = 1'-0"

L01CEILING SOFFIT DETAIL1 1/2" = 1'-0"

R01CEILING SOFFIT DETAIL1 1/2" = 1'-0"

1

U09CEILING SOFFIT DETAIL1 1/2" = 1'-0"

M09CEILING SOFFIT DETAIL1 1/2" = 1'-0"

2

SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D, E, AND F SHALL BE DESIGNED ANDINSTALLED IN ACCORDANCE WITH ASTM C635, ASTM C636, AND THE CISCA FOR SEISMICZONES 3-4 AS MODIFIED BY THE FOLLOWING: [§13.5.6.2.2 ASCE 7-05]

a. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED.b. FOR CEILING AREAS EXCEEDING 2500 SQ. FT., A SEISMIC

SEPARATION JOINT OR MI HEIGHT PARTITION THAT BREAKS THECEILING UP INTO AREAS NOT EXCEEDING 2500 SQ. FT. SHALL BEPROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED.

c. SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2INCH OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THECEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1INCH IN ALL HORIZONTAL DIRECTIONS.

d. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED AMINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK.

1


2. JANUARY 23, 2009 - ASI #1 [RM#2135 LIGHT COVE]3. JANUARY 29, 2009 - ASI #3 [RM#2122]4. FEBRUARY 2, 2009 - ASI #5 [RM#2124 STRUCTURAL]5. FEBRUARY 2, 2009 - ASI #6 [DOOR#2130]

2

2

3

3

4

5

X74 DESK

24X74CREDENZA

T

DWICE

℄

℄

SSSS

SSS

S

SMS

SMS

SMS

SS

SSS S

SMS

SMS

SMS

SETR

S

SMS

P

P

S℄

℄

S

℄

℄

℄

J

BOARDROOM2131

PANTRY2132

EXECUTIVEOFFICE

2135

OPENOFFICE

2136

HOFFICE

2139

225OFFICE

2137

RESTROOM2133 CLOSET

2134

RECEPTION2120

HALLWAY2123

TELEPRESENCE2122

OFFICE2125

OFFICE2126

CONFROOM2127

CORRIDOR2124

AV CLOSET2129

225OFFICE

2138

CLOSET2121

PROJECTION2130

HALLWAY2140


2052

IDF /ELECT.CLOSET

2023

1

FE

1

FE

DN

U25A201

A01 A201

N17A201

U17A201

2

1

C/F/P/SROOM2142

1

4

4

4

4

3

30°

4'-0

"

3-5/8" 20GA METAL STUD @ 16" O.C.

5/8" TYPE 'X' GYPSUM BOARD

3/4" CLASS 'A' FIRE RATED PLYWOOD

UNFACED GLASS BATT

REFERENCE PLANFOR WALL TYPE2'

-6"

FINISH FLOOR

FAN COIL UNIT:MAX WT = 125#

BASE ISOLATIONPER MFR.

2" THICKCONCRETE SLAB

3/4" PLYWOOD

PROVIDE 1/4" DIAM.TOGGLE BOLT

THROUGH CONC.AND FLOORING (1

PER ISOLATOR)

FAN COIL UNIT:MAX WT = 125#

BASE ISOLATIONPER MFR.

ROOFING:MATCH EXISTING

3/4" PLYWOOD

PROVIDE 1/4" DIAM.TOGGLE BOLT

THROUGH ROOFINGSHEATHING (2 PER

ISOLATOR)

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DECEMBER 22, 2008

08318-007







PROJECT NUMBER

RC / ST


U01NOTES

N

A11FF&E FLOOR PLAN3/16" = 1'-0"



PLAN KEY NOTES:

1. FLAT SCREEN TV & MOUNT. OFOI BY TENANT'S VENDOR.COORDINATE WITH TENANT'S VENDOR. PROVIDE ELECTRICAL &COMM. COORDINATE LOCATION & HEIGHT FOR ELECTRICAL WITHTENANT'S VENDOR. CONNECTIONS PER ELECTRICAL. PROVIDEBACKING PER WALL TYPE, A01/A104 & MFG. INSTALLATIONGUIDELINES.

2. OFOI. A/V RACK. PROVIDE ELECTRICAL & COMM. CONNECTIONSPER ELECTRICAL.

3. OFOI. PROJECTOR & SCREEN. COORD. & VERIFY INSTALLDETAILS.

4. EXISTING OWNERS FURNITURE RELOCATED AS SHOWN.

FF&EPLAN

E. ELKIN

A104A01WALL BLOCKING3" = 1'-0"

1

1

N07MECHANICAL DETAILS3" = 1'-0"


2. JANUARY 29, 2009 - ASI #3 (RM#2122)

2

℄

℄

℄

BOARDROOM2131

PANTRY2132

EXECUTIVEOFFICE

2135

OPENOFFICE

2136

HOFFICE

2139

225OFFICE

2137

RESTROOM2133

CLOSET2134

RECEPTION2120

HALLWAY2123

TELEPRESENCE2122

OFFICE2125

OFFICE2126 CONF

2127

CORRIDOR2124

AV CLOSET2129

225OFFICE

2138

CLOSET2121

PROJECTION2130

PNT02

PNT02

PNT02

TIL01

CPT04

TIL01

TIL01

PNT02 PNT02 PNT02

EXISTINGCARPET

HALLWAY2140


2052

IDF /ELECT.CLOSET

2023

DN

1

1'-6

"

1'-6"

1'-6"

1'-6

"

FULL TILE

FULL TILE

FULL TILE

ALIGN TILE

ALIGN TILE

PNT01RWB01

PNT01RWB01

PNT01RWB01

FULL TILE

C/F/P/SROOM2142

ALIGN

ALIGN ALIGN

2'-0

"

2'-0"

2'-0"

2'-0

"

3

3

3

3

22 2

2

3

3

2

CPT05

ABSOLUTEBLACKGRANITETHRESHOLD



ABSOLUTEBLACK

GRANITETHRESHOLD

PROVIDE SCHLUTER-RENO-VANODIZED ALUMINUM

PORCELAIN TILE COLOR& LOCATION PER PLAN

CARPET COLOR, STYLE& LOCATION PER PLAN

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816.842.1878816.842.1292

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RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



DECEMBER 22, 2008

08318-007







PROJECT NUMBER

RC / ST


U01NOTES

N

A11FINISH FLOOR PLAN3/16" = 1'-0"


PLAN KEY NOTES:

1. LOCATE GYPSUM BOARD METAL CONTROL JOINT.2. CORNER GUARD.3. CENTER TRANSITION OF FLOOR COVERING ON CENTER OF DOOR

STOP.

A01TRANSITIONS

FINISHPLAN

E. ELKIN

A105


1


2. JANUARY 27, 2008 - ASI #23. JANUARY 29, 2009 - ASI #3 (RM#2122)

3

2

2

2

1'-6"

MIN.

2'-0"

5'-0

"

CL

5'-0

"

5'-0

"

CLCL

TIL07

PNT03

TIL08

TIL07

PNT03

TIL08

TIL07

PNT03

TIL08

TIL07

PNT03

TIL08

NORTH EAST

SOUTH WEST

30" DIA. MIRRORWITH BEVELED EDGECENTER ON TOP OF TILE

ALIGN WALL TILE WITH FLOORTILE GROUT LINES

6'-8

"

APP06

2'-1

0"4'

-0"

2 EQUAL 1'-3"

CLR.

3'-0" 2'-0"

CLR.

2 EQUAL 3'-4"

CLR.

14'-10"

6 EQUAL SECTIONS

A10 A301

A28 A301

SWC01, RECESSED PANELSQUARE DOOR STYLEWOOD CABINETS

A01 A302

7'-7"

3 EQUAL SECTIONS

STC01 GRANITECOUNTERTOP

TIL06 BACKSPLASH

A19 A301 A01 A301

3'-0

"1'

-6"

2'-6

"

A10 A302

PNT01

SWC01, RECESSED PANELSQUARE DOOR STYLEWOOD CABINETS

STC01 GRANITECOUNTERTOP

PNT01

APPLIANCE SCHEDULE

MODEL NUMBERCODE PRODUCT MANUFACTURER NOTES

APP01 RESIDENTIAL APPLIANCEREFRIGERATOR

APP02 RESIDENTIAL APPLIANCEMICROWAVE

APP03 RESIDENTIAL APPLIANCEDISHWASHER

APP04 RESIDENTIAL APPLIANCEICE MAKER

APP05

GE PROFILE PDCS1NBXRSS69-5/8H, 31D, 35-7/8W

HINGE ON RIGHTOWNER PROVIDED, CONTRACTOR INSTALL

GE PROFILESPACEMAKER II

GE PROFILE

PEM31SMSS11-3/16H, 12-9/32D, 23-25/32W

PROVIDE RECEPTACLE AT 42" AFFOWNER PROVIDED, CONTRACTOR INSTALL

PDW1860NSS32H, 24D, 18W

OWNER PROVIDED, CONTRACTOR INSTALL

MARVEL 30iMA-BS, STAINLESS STEEL31-1/2H, 24D, 15W

OWNER PROVIDED, CONTRACTOR INSTALL

SINK & FAUCET ELKAY & GROHE SEE PLUMBING SCHEDULE FORSPECIFICATIONS

APP01

APP02

APP03APP04

APP05

EAST SOUTH

9'-1"

3 EQUAL SECTIONS

9'-1"

3 EQUAL SECTIONS

3'-0

"1'

-6"

2'-6

"

8'-1"

3 EQ. SECTIONS

8'-1"

3 EQ. SECTIONS

A28 A302

EQ. EQ. EQ. EQ.

SWT02

SWT01

WLC01

3'-0

"

3'-0

"

NORTHWEST

SWC01,RECESSEDPANEL SQUAREDOOR STYLEWOODCABINETS

PNT01

A28 A302

SWT03

APP06 VANITY SINK CONSOLE PORCHER ARCHIVE 38" VANITYKIT #89940 (RE: PLUMBING)

FAUCET: AMERICAN STANDARD TOWNSQUARE #2555.801 (RE:PLUMBING)

A10 A201

SWT03 PICTURE RAILALIGN WITH TOP OF DOORFRAME

SWT02 CHAIR RAIL

SOFFIT BEYOND

SWV01 WOOD VENEERPANELING

EQ. EQ.

1/4" SAWCUT VERTICAL REVEALSTAINED TO MATCH WOOD

SWV01 WOODVENEER PANELING

1/4" SAWCUTVERTICAL REVEALSTAINED TO MATCHWOOD

EQ. EQ.

CLCL CL

LIGHT COVE

1'-6" 2'-0"

ALIGN TILE AT

CENTER OF FLOOR

CL

TIL03.ALIGN FLOOR ANDWALL TILE GROUTLINES

N01A201

1 1/

2"

1 1/2"

VARIES

1 1/2"

1 1/

2"

1 1/2"

VARIES

1 1/2"

1 1/

2"1

1/2"

MOCKETT DP55ACABINET PULL.ALIGN BOTTOM EDGEOF PULL WITH TOPEDGE OF WOOD RAIL.

MOCKETT DP55ACABINET PULL.CENTER ON FACE OFDRAWER FRONT

6"

SWC01RECESSED VENEER PANELTYPICAL AT DOORS ANDDRAWERS.

WOOD SPECIES TO BEGRAHAM/ASSA ABLOY RIFTCUT RED OAK WITH DARKWALNUT STAIN TO MATCHINTERIOR DOORS.

SWC01SOLID WOOD STILE ANDRAIL DESIGN. TYPICAL ATDOORS AND DRAWERS.

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08318-007







PROJECT NUMBER

RC / ST


ELEVATIONS

E. ELKIN

A201

U25ELEVATION AT PANTRY 21321/4" = 1'-0"

U17ELEVATION AT CLOSET 21341/4" = 1'-0"

N17ELEVATION AT OPEN OFFICE 21311/4" = 1'-0"

N01ELEVATION AT RESTROOM 21331/4" = 1'-0"

H17APPLIANCE SCHEDULE1/4" = 1'-0"

A01ENLARGED PLAN AT RESTROOM 21331/2" = 1'-0"

A17ELEVATION AT EXECUTIVE OFFICE 21351/4" = 1'-0"

A27C/F/P/S ROOM 21421/4" = 1'-0"

1

1

1

11

A10ENLARGED WOOD CABINET DETAIL1-1/2" = 1'-0"

1

1

1

1.

4. FEBRUARY 5, 2009 - ASI #9 [PLUMBING FIXTURES]

4

44

4

2'-1

0"

2'-1"

STAINLESS STEELUNDERMOUNT SINK. RE:PLUMBING DRAWINGS FORSPECIFICATION

2'-6

"

1'-0"

4"

1'-6

"

4"

2'-1

0"1'

-6"

2'-6

"

2'-1"

2'-0"

1'-0"

4"

2'-1

0"1'

-6 3

/4"

2'-5

1/4

"

2'-0"

1'-4"

4"

2'-1

0"2'

-0"

2'-0

"

2'-0"

WOOD BLOCKING ASREQUIRED

SWC01 WOOD CABINETS.RECESSED PANEL SQUAREDOOR STYLE

STC01 GRANITECOUNTERTOP OVER 3/4"SUBSTRATE

1'-4"

MOCKETT DOOR PULL, DP55ATYPICAL ON ALL DOORS ANDDRAWERS





BUILT-IN MICROWAVE CABINET





TIL06 BACKSPLASH





TIL06 BACKSPLASH

3" 3"

BLACK HIGH-PRESSURELAMINATE BASE

3"

MICROWAVE




3"

1/2"

1 1/

2"

LOW-VOLTAGEUNDERCABINET LIGHT

WOOD BACK PANEL

1 1/

2"

LOW-VOLTAGEUNDERCABINET LIGHT

2'-2 3/8"

5'-0

"

2'-1 7/8"

2'-5

"

4'-1

1"

7'-10 3/8"

5'-6

1/8

" 6'-8"

5'-0

"

8'-4"

7'-2"

7'-11 3/4"

8'-3 1/4"

5'-6

"

5'-7

1/2

"

5'-1

1"

5'-5

7/8

"

1'-11 3/8" 1'-11 3/8" 1'-11 3/8"1'-11 3/8"

8'-0

" [N

TS]

8'-0

" [N

TS]

1 3/

4"

FINISH FLOOR

FINISH CEILING

FINISH CEILING

WALL PER PLAN

WOOD VENEER /FINISH

PROJECTOR BY OTHERS

SCREEN BY OTHERS

CABINET DOORS

CABINET

REMOVABLE PANEL

INDICATES LINEOF PROJECTION

INDICATES LINEOF PROJECTION

DOOR FRAME

WALL PER PLANCENTERLINE

5'-2

" +/

- [F

V]

TURNAWAYCABINETBEYOND

SCREEN BY OTHERS

DOORS IN OPENTURNAWAY POSITION

3" 3"

DOOR FRAME2'-3

7/8

"

8'-0

"

FINISH FLOORFINISH FLOOR

DOOR FRAME

MOCKET DOOR PULLS,DP55A TYPICAL ASSHOWN.30"-44" AFF PER CODE

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RC / ST


SECTIONSDETAILS

E. ELKIN

A301A28SECTION AT PANTRY CASEWORK1-1/2" = 1'-0"

A19SECTION AT PANTRY CASEWORK1-1/2" = 1'-0"

A10SECTION AT ADA SINK1-1/2" = 1'-0"

A01SECTION AT PANTRY CASEWORK1-1/2" = 1'-0"

1 1

1 1

1

R01ELEVATION AT PROJECTOR SCREEN CASEWORK3/4" = 1'-0"

R13ELEVATION AT PROJECTOR SCREEN CASEWORK3/4" = 1'-0"

R25SECTION3/4" = 1'-0"


2. FEBRUARY 2, 2009 - ASI #6 [DOOR 2130]

2 2 2

7'-0

"

3'-0

"

2'-1"

STANDARD METALCOAT ROD

1'-0"




WOOD SHELF





4"

3"

SWT01 WOOD BASESWT01 WOOD BASE

3"

4"

2'-0"


4"

3'-0

"1'

-4"

2'-6

"

2'-1"

2'-0"

1'-0"



HPL-01 LAMINATECOUNTERTOP OVER 3/4"SUBSTRATE


HPL-01 4" BACKSPLASH

3"


1 1/

2"

1'-6

"2'

-6"

6"6"

6"

FOR ALL CABINETRYEDGE DETAILSREFER TO T10/A302

24" O.C.

1'-0"

WALL TYPE - 2a -

9 1/

4"

CERAMIC TILEWALL TILE TO B.O.WALL CABINET

STONECOUNTERTOP

SILICONE JOINT SEALANT

SEALED PLYWOOD

STONE TOP W/EASED EDGE

CABINET FACEPLYWOOD

CABINET FACE

ADHESIVE

SETTING

SETTING

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DATE

SHEET NUMBER



DECEMBER 22, 2008

08318-007







PROJECT NUMBER

RC / ST


DETAILS& TYPES

RICHARD R.CLARK

A302A19NOT USED1-1/2"=1'-0"

A10SECTION AT CLOSET 21341-1/2"=1'-0"

A01SECTION AT CLOSET 21341-1/2"=1'-0"

T01WALL TYPE - 2a -N.T.S.

A28SECTION AT C/F/P/S ROOM 21421-1/2"=1'-0"

1

T10CABINET EDGE DETAILSN.T.S.

1.

4. FEBRUARY 5, 2009 - ASI #9 [PLUMBING FIXTURES]

4

2'-2 9/16"

80"

7'-2"

60"

5'-6

"

5'-6

"

2'-2

3/8

"

2'-2 9/16"

5'-6

"100"

WOOD STOPPROJECTION SCREENBY OTHERS

SHIM AS REQUIREDREMOVABLE PANEL

WOOD FRAMEAROUND SCREEN

WOOD VENEER DOORS WITHSOLID WOOD RAIL & STILE

SOLID WOOD FRAMEWALL TYPE PER PLAN

WOOD VENEER PANELING

HARDWARE PER SPECS

HARDWARE PER SPECS

CABINET IN OPEN/RECESSED LOCATION

CABINET PULL. VERIFY LOCATION

WALL TYPE PER PLANWOOD VENEER PANELINGSOLID WOOD FRAME

WOOD STOP

PROJECTION SCREENBY OTHERS


WOOD VENEER DOORS WITHSOLID WOOD RAIL AND STILE

SHIM AS REQUIREDWOOD STOPPROJECTION SCREENBY OTHERSWOOD FRAMEAROUND SCREEN



WOOD STOP



SHIM AS REQUIREDWOOD STOPPROJECTION SCREENBY OTHERSWOOD FRAMEAROUND SCREEN


PANEL CUT AWAY ANDREFINISHED AT REAR AS

NEEDED TO ACCOMODATEPROJECTION TO SCREEN

NO PANEL AT BOTTOMCENTER TO ACCOMODATEPROJECTION TO SCREEN

L01 A303L10 A303

R13A301

L17A

303

8'-0 15/16" [R.O.]

3 1/4"

5'-9

9/3

2" [R

.O.]

REMOVABLE PANEL BEYOND

1 13

/32"

7/8"

3/4"5/8"3 1/4"3/4" 5/8"

CL

CL

A17

A30

3

L17A

303

A10 A303

* HARDWARE PER DOOR SCHEDULE* ALL WOOD VENEER TO BE RIFT CUT

RED OAK, BOOK MATCHED VENEERLEAVES, CENTER-BALANCE MATCHED PANEL FACES, AND STAINED TO MATCH INTERIOR DOORS

* COORDINATE ALL DIMENSIONS W/HARDWARE VENDOR AND SCREENVENDOR

A17

A30

3

A17

A30

3


F01 A303

A10 A303

F01 A303

A10 A303

1 3/

4"

1 1/4"

1/8"

3/8" 1/

8"

3/4"1 3/8"

1"

BLOCKING AS REQUIRED

WOOD VENEERED CASEWORK

WALL TYPE PER PLAN

WOOD SHIM


WOOD STOP

PROJECTION SCREEN BY OTHERS

WOOD FRAME AROUND SCREEN


SOLID WOOD FRAME

1/8"

1"1

3/4"

1 1/4"

2 1/

4"

SOLID WOOD FRAME


WOOD SHIM

WALL TYPE PER PLAN

BLOCKING AS REQUIRED

WOOD VENEERED CASEWORK

WOOD FRAME AROUND SCREEN

SHIM AS REQUIRED

WOOD STOP

PROJECTION SCREEN BY OTHERS


WOOD TRIM

3 1/4"3/4" 5/8"

1 1/

4"

1 3/4"

7/8"

3/4"

3"

3/4"


1 13

/32"

WA

LL P

ER

PLA

N

1/8"

2 1/4"

VER

IFY

WOOD STOP

HARDWAREPER SPECS

REMOVABLEVENEER PANEL

SHIM AS REQ.

DOOR

OAK TRIM

OAK TRIM

VENEER PLYWOODPANEL

11/16"

1/8"

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816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



DECEMBER 22, 2008

08318-007







PROJECT NUMBER

RC / ST

DETAILS

RICHARD R.CLARK

A303A01SILL3"=1'-0"

1. FEBRUARY 2, 2009 - ASI #6 [MILLWORK DOOR#2130]

A10JAMB3"=1'-0"

A17PLAN (SECTION) @ SCREEN MILLWORK & DOOR 21201-1/2"=1'-0"

L17SECTION @ SCREEN MILLWORK & DOOR 21201-1/2"=1'-0"

L01SECTION @ SCREEN MILLWORK & DOOR 21201-1/2"=1'-0"

L10SECTION @ DOOR TURNAWAY1-1/2"=1'-0"

F01HEAD3"=1'-0"

2

4 7/8"

BASE PER FINISHES SCHEDULE

FLOOR COVERING PER FINISHES

EXI

STI

NG

16 GA METAL TRACK

1/2" Ø EXP. BOLT @ 8'-0" O.C.

1/4" X 3" X 3" ⅊

WALL TYPES PER PLAN

UNFACED GLASS BATT

HEAVY DUTY MAIN TEE

CROSS TEE

TEK SCREW @ 24" O.C.

WALL TRACK

ACOUSTICAL PANEL

WALL TYPES PER PLAN

2'-0" TYP.

FACED GLASS BATT

BRACE TO STRUCTUREALTERNATE @ 48" O.C.

PREFINISHED CEILINGOVER TRACK

GAP AS REQ.

2'-0" TYP.

3-5/8" 20GA METAL STUD @ 16" O.C


CEILING PER RCP

EXI

STI

NG

1

116 GA MTL TRK

UNFACED GLASS BATT

CEILINGPER RCP

1'-0

"

FACED GLASS BATT

PAN HEADWD SCREW

ALTERNATE48" O.C.

3-5/8" 20GA METALSTUD @ 48" O.C.

1

1

1

1

WALL TYPES PER PLAN

2'-0" TYP.

CEILING PER RCP

1

1

CEILINGPER RCP

1'-0

"

WALL TYPES PER PLAN

FIRE CAULK16 GA MTL TRK

1-HR WALL TYPE '3'

FIRE CAULK

7 1/

4" N

TS

HANG SOUND BLANKET FROM EXISTING DECK TO CEILINGOUTSIDE ALL WALLS THAT SURROUND RM#2122 CONT.

8" 20 GA. @ 16" O.C.

6" 20 GA. @ 16" O.C.

2-1/2" 20GA METAL STUD @ 24" O.C.


CEILING PER RCP

1

1

16 GA MTL TRK

1 1/2" MINERAL FIBER INSULATION

CEILINGPER RCP

FACED GLASS BATT

3-5/8" 20GA METALSTUD @ 48" O.C.1

1

WALL TYPES PER PLAN

12'-0" AFF

1/4" GYPSUM WALLBOARD

BATT ABOVE CLNG, RM#2122

RM#2122

EXI

STI

NG

PAN HEAD WD SCREW


1

1

HANG SOUND BLANKETFROM EXISTING DECKTO CEILING OUTSIDEALL WALLS THATSURROUND RM#2122CONTINUOUS

ALTERNATE 48" O.C.

SOUND TRANSFERISOLATION FASTNER

4 1/4"



EXI

STI

NG

16 GA METAL TRACK

1/2" Ø EXP. BOLT @ 8'-0" O.C.

1/4" X 2" X 2" ⅊

WALL TYPES PER PLAN

ACOUSTICAL SEALANT @ ALLPERIMETERS; BASE & CORNERS.

WALL TYPE - 1 -

INTERIOR PARTITION - FLOOR TO CEILING -GYPSUM WALLBOARD, STEEL STUDSREF: DETAILS

ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD APPLIED PARALLEL OR AT RIGHTANGLES TO EACH SIDE OF 3-5/8" 20 GAGE STEEL STUDS 16" O.C. WITH 1" TYPE 'S'DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.C. @ BOTTOM AND TOPTRACK RUNNERS AND INTERMEDIATE STUDS. 16 GAGE TRACK, BOTTOM & TOP.JOINTS STAGGERED 16" ON EACH SIDE AND ON OPPOSITE SIDES. 3-1/2" GLASSFIBER FRICTION FIT IN EACH CAVITY.

WALL TYPE - 2 -

INTERIOR PARTITION - TO 1'-0" ABOVE CEILINGGYPSUM WALLBOARD, STEEL STUDSREF: DETAILS


WALL TYPE - 3 -

GA FILE NO. WP 1072GENERIC 1 HOUR FIREINTERIOR PARTITION - FLR TO LID @ 10'-0" AFFGYPSUM WALLBOARD, STEEL STUDSREF: DETAILS

ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIEDPARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 3 5/8" STEEL STUDS 24" O.C.WITH 1" TYPE S DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.C. ATFLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS.JOINTS STAGGERED 24" ON EACH SIDE AND ON OPPOSITE SIDES. SOUND TESTEDWITH 3 1/2" GLASS FIBER FRICTION FIT IN STUD SPACE. (NLB)

WALL TYPE - 4 -

INTERIOR PARTITION - FLR TO 12'-0" AFFGYPSUM WALLBOARD, STEEL STUDSSTC - 55 TO 59REF: DETAILS

BASE LAYER 1/4" GYPSUM WALLBOARD APPLIED PARALLEL TO EACH SIDE OF 2 1/2"STEEL STUDS 24" O.C. WITH 1" TYPE S DRYWALL SCREWS 12" O.C. FACE LAYER 5/8"TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL TOEACH SIDE WITH 1 5/16" TYPE S DRYWALL SCREWS 12" O.C.JOINTS STAGGERED 24" EACH LAYER AND SIDE. SOUND TESTED WITH 1 1/2"MINERAL FIBER INSULATION, 3.0 PCF, FRICTION FIT IN STUD SPACE. (NLB)

4 7/8"



EXI

STI

NG

16 GA METAL TRACK

1/2" Ø EXP. BOLT @ 8'-0" O.C.

1/4" X 3" X 3" ⅊

WALL TYPES PER PLAN

4 7/8"


FLOOR COVERING PER FINISHESE

XIS

TIN

G16 GA METAL TRACK

1/2" Ø EXP. BOLT @ 8'-0" O.C.

1/4" X 3" X 3" ⅊

WALL TYPES PER PLAN

DOUBLE VERTICALSTUDS AT END OFWALL NOTED

SIMPSON HTTSTENSION TIE

PLYWOOD (PRESENTONLY AS NOTED)

GYP. BD.

FIELD ATTACHMENTSSHALL BE BOLTTHROUGH FLOOR

FIE

LD A

TTA

CH

ME

NT

SP

AC

ING

WALL TYPE - 5 -

INTERIOR PARTITION - FLOOR TO DECK ABOVE -GYPSUM WALLBOARD, STEEL STUDSREF: DETAILS


BOTTOM OF EXISTING STRUCTURE ABOVE

3 5/8" 20 GA. METAL STUD 16" O.C.

3/4"

3 5/8" METAL SLOTTED SLIP TRACKFASTNER EA. SIDE @ SLOT IN TRACK

3/4" GAP BTWN STUD & TRACK


GLUE & NAIL. TYP.

FIBER BATT INSULATION CONT.

TYPE S FASTNERS7/16" OSB CONT.

FIBER BATT INSULATION CONT.

EXISTING 2X @ 24" OC

2'-0" TYP.



CEILING PER RCP

1

1

16 GA MTL TRK

UNFACED GLASS BATT

CEILINGPER RCP

1'-0

"

FACED GLASS BATT

WALL TYPES PER PLAN

ACOUSTICAL SEALANT@ ALL JOINTS.

16 GA MTL TRK

3-5/8" 20GA METAL STUDAS DIAGONAL BRACEEA. DIRECTION @ 48"O.C. NOT SHOWN.

4 7/8"



EXI

STI

NG

16 GA METAL TRACK

1/2" Ø EXP. BOLT @ 8'-0" O.C.

1/4" X 3" X 3" ⅊

WALL TYPES PER PLAN

LINE OF SILL BELOW AND LINE OF SOFFIT ABOVE

GLAZING SYSTEM. RE.: SHELL BLDG.ANODIZED ALUM. CHANNEL. MATCH FINISH W/

EXIST. SHELL BLDG. GLAZING SYSTEM

GYP. BD. RE.: PLAN & WALL TYPE

MTL FRAMING. RE.: PLAN & WALL TYPE

CENTER WALL ON CENTER LINE OF EXIST. VERTICAL

FASTENERS

2X4 WD. BLOCKING. CONT.EPOXY ADHESIVE

ELASTOMERIC GASKET CONTINUOUS

VARIES RE: FLOOR PLANS

VA

RIE

S R

E: F

LOO

R P

LAN

S

CENTER LINE OF WALL

VARIES RE: FLR PLANS

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ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



DECEMBER 22, 2008

08318-007







PROJECT NUMBER

RC / ST


A01DETAIL: WALL TYPE - 1 -3" = 1'-0"

DETAILS& TYPES

RICHARD R.CLARK

A501A08DETAIL: WALL TYPE - 2 -3" = 1'-0"



1


2. FEBRUARY 2, 2009 - ASI #7 [RM#2135 WALL TYPE 5]3. FEBRUARY 2, 2009 - ASI #8 [WALL @ WINDOW]


2

S01DETAIL: WALL TYPICAL @ WINDOW VERTICAL3" = 1'-0"

3

HEAVY DUTYMAIN TEE

CROSS TEE

TEK SCREW

CEILING TRACK

WALL TYPEPER PLAN

HEAVY DUTYMAIN TEE

CROSS TEE

TEK SCREW

CEILING TRACK

ACOUSTICALPANEL

WALL TYPEPER PLAN

ACOUSTICALPANEL

8" MAX.

78"

78"

8" MAX.

34"

"UNATTACHEDWALL" BERC2

"ATTACHED WALL" BERC2

BERC2

BERC23/8" [MIN]3/4" [MAX]

7/8"

8" [MAX][NTS]

1

6

12GAVERTICALHANGERWIRE

ACM7 WALLATTACHMENT CLIP

6'-0" MAX.

LATERAL SUPPORT POINT6'-0" OF EA. WALL.

12'-0" O.C. EACH WAY

TO LATERAL SUPPORT POINT

BOLT COMPRESSION STRUT. @TOP AND BTM.

CROSS RUNNERMAIN RUNNER

2' X 2' ACOUSTICAL TILE INMETAL SUSPENSION "T" GRIDSYSTEM.

8" MIN. ENDS

1/2" CLR. TYP.

3/4" X 2" L AROUNDPERIMETER

FACE OF WALL OR DEMISINGPARTITION

HORIZ.RESTRAINTWIRES

EXISTINGJOIST

SPREADERBAR

2"

9" MAX.3/4" MIN.

TWO SIDES(ADJACENT) EACHROOM

LATERAL SUPPORT POINT

WHERE FIXTURE ROW FALLS BETWEENMAIN RUNNER USE 4'-0" LG. MAIN @4'-0"O.C. AS CROSS TEE

HVAC AIR DIFFUSERS, WITH APPROVEDCLIPS OR WIRES AS REQ'D BY CITYSTANDARDS TYP.

WIRE HANGER @ 4'-0" O.C. EA. WAY

2'-0" X 2'-0" ACOUSTICAL TILE, SEE SPECS. TYP.

2'-0" X 2'-0" RECESSED FLUORESCENT LIGHTFIXTURES. SEE ELEC. DRAWINGS.

3 TURNS MINIMUMIN 1/2", TYP.

MAIN RUNNER

CROSS TEE

COMPRESSION STRUT PER MFG. COMPRESSION STRUTREQ'D AT EACH SEISMIC RESTRAINT AT 12'-0" O.C. EACHWAY.

45 ° TYP.

2"MAX

(4) No.12 GAGE SPLAY WIRES AT 12'-0" EACH WAY. WIRESTO BE 90 DEGREES FROM EACH OTHER AND 45 DEGREESFROM PLANE OF CEILING. RE: NOTE 5 FOR CONNECTION(WIRE SHALL HAVE MINIMUM ULTIMATE TENSILESTRENGTH, F = 90 KSI.)

TRACK ORALTERNATECOVER

FASTNER

CHANNELMOLDINGS

2"

2" SEISMICSEPERATIONJOINT CAT. DEFMINIMUM EVERY2500 SQ FT

2" SEISMIC SEPERATIONJOINT CAT. DEFMINIMUM EVERY 2500 SQ FT

HOLDDOWN

CLIP FASTENER

WALL ANGLESUPPORTFASTENEDTO GRID

MAIN TEE

CROSS TEE

STRUCTURE

VERTICALHANGERWIRE

SPLAY WIRESECURE TOSTRUCTURE

COMPRESSION STRUTEA. WAY @ 12'-0" O.C.

MAY BE SLACK

LIGHTING FIXTURE

SEISMIC CLIP

TEE

#8 X 1/4" SHEETMETAL SCREW

SUSPENDED CEILING PANEL

LIGHTFIXTURE

MOUNTINGBRACKET

CROSS TEE

LIGHT FIXTURE

MAY BE SLACK

MAY BE SLACK

LIGHTFIXTURE

MOUNTINGBRACKET CROSS TEE

SUSPENDEDCEILING PANEL

LIGHT FIXTURE

SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D, E, AND F SHALL BE DESIGNED AND INSTALLED INACCORDANCE WITH ASTM C635, ASTM C636, AND THE CISCA FOR SEISMIC ZONES 3-4 AS MODIFIED BY THEFOLLOWING: [§13.5.6.2.2 ASCE 7-05]

a. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED.b. FOR CEILING AREAS EXCEEDING 2500 SQ. FT., A SEISMIC SEPARATION JOINT OR MI HEIGHT PARTITION

THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SQ. FT. SHALL BE PROVIDED UNLESSSTRUCTURAL ANALYSES ARE PERFORMED.

c. SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE, ORADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 INCH IN ALLHORIZONTAL DIRECTIONS.

d. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTALPIPING OR DUCT WORK.

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ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



DECEMBER 22, 2008

08318-007







PROJECT NUMBER

RC / ST


A01SEISMIC CEILING NOTES & TYPICAL REQUIREMENTSNTS

DETAILS& TYPES

RICHARD R.CLARK

A5021

3'-0"

2"3'-0"

2"

2"7'

-0"

A

3'-0"

1 3/4"3'-0"

1 3/4"

7'-0

"

1 3/

4"7'

-0"

C

2"

6"

30"44

"H

AN

D-A

CT.

OP

EN

ING

HA

RD

WA

RE

7'-0

"

1 3/4"

6 1/

2"

31

2'-6"

1 3/4"5'-0"

1 3/4"

7'-0

"

1 3/

4"7'

-0"

D

1 3/4"

6 1/

2"

4

2'-6"

3'-0"

1 3/4"6'-0"

1 3/4"

8'-0

"

1 3/

4"8'

-0"

E

1 3/4"

6 1/

2"

5

3'-0" 3'-0"

G

30"44

"H

AN

D-A

CT.

OP

EN

ING

HA

RD

WA

RE

7'-0

"

8" 5"

1'-8

"8"

4'-0"

7'-0

"

H

2"4'-0"

2"

2"7'

-0"

2"

6"

8

3'-0"

B

PLAN

8'-0

"

8'-0

" 5'-7

1/2

"

[EQ] [EQ] [EQ][EQ]

100"

1 3/4"7'-11 3/4"

5'-7

1/2

"

6

1 3/

4"

8'-0

"

1 3/

4"

1 3/4"

7'-10 3/8"

5'-6

1/8

"

F

80"

60"

SCREEN BY OTHERS

DOOR PER SCHEDULE

GYP. BD.

BATT INSULATION

PTD. HM FRAME

CAULK

SOLID CORE WOODDOOR PER SCHEDULE

REFERENCE PLANFOR WALL TYPES

PROVIDE DOUBLE STUDSAT ALL JAMB LOCATIONS

HOLLOW METAL FRAMEPAINTED

2"

6"

STANDARD DIMENSION@ HINGESIDE TOPERPENDICULAR WALL

LATEX CAULK

LATEX CAULK

NOTE: FILL W/ BODY PUTTYANY EXPAND SCREWSSAND SMOOTH

FINISH FLOOR PERSCHEDULE

JAMB & WALL BEYOND

DOOR PER DOORSCHEDULE

FINISH FLOOR

CAULK

3/4"

WALL /PLAN

CEILING /PLACEILING/PLAN

FINISH FLOOR

1/2" TEMP. GLS

12GA WIRE @ 4'-0" O.C.

SATIN STAINLESSSTEEL

SATIN STAINLESSSTEELLATEX

CAULK

16 GA MTL TRK

2 3/4"90°

WALL /PLAN

1/2" TEMP. GLS DOOR

3/4"

CEILING/PLAN

CEILING/PLAN

FINISHFLOOR

DOOR

WALL /PLAN12GA WIRE @ 4'-0" O.C.

FLOOR CLOSER

LATEXCAULK

16 GA MTL TRK

SOLID CORE WOODDOOR PER SCHEDULE

REFERENCE PLANFOR WALL TYPES

PROVIDE DOUBLE STUDSAT ALL JAMB LOCATIONS

AWI WOOD FRAMEFINISH & SPECIES /SCHDL

6"

STANDARD DIMENSION@ HINGESIDE TOPERPENDICULAR WALL

DOOR PER SCHEDULE

FINISH FLOOR PERSCHEDULE

JAMB & WALL BEYOND

DOOR PER DOORSCHEDULE

3/4"

1 3/

4"

1 1/2"

1/4"

3/4"

1 3/

4"1/

4"

3/4"

1 3/4"

3/4"

1/4"

1 1/

2"

3/4"

GYP. BD.BATT INSULATION

AWI WD FRAMEFINISH & SPECIES

PER SCHEDULE

FINISH FLOOR

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816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



DECEMBER 22, 2008

08318-007







PROJECT NUMBER

RC / ST


DOOR & HARDWARE SCHEDULE

DOOR FRAME

STC

FIRERATINGLABEL

HARDWARE

NOTES DESCRIPTIONNO SIZE

HA

ND MATL CORE FACING & FINISH

TYP

E MATL FINISH

TYP

E DETAILS - SHEET A601

SE

T N

O KEYSIDERM NO

WIDTH HT THK INSIDE OUT INSIDE OUT HEAD JAMB SILL

S3 4'-0" 7'-0" 1-3/4" RHR HM MC EXIST EXIST H HM EXIST EXIST 8 - - - - 60 MIN 16 EXT. - DOOR (ETR) ADD CARD READER FOR ENTRY

1033 4'-0" 7'-0" 1-3/4" LHR WD SC EXIST EXIST H HM EXIST EXIST 8 - - - - 20 MIN 16 1036 - DOOR (ETR) ADD CARD READER FOR ENTRY

2120 3'-0" 8'-0" 1/2" RHR TEMP. GLASS CLEAR CLEAR B - - - - F01 - F01 - - 1 2140 1 TEMP GLASS W/ CLOSER, PULL, PANIC EXIT & CARD READER

2121 PR:2'-6" 7'-0" 1-3/4" - WD SC 3 3 D AWI WD 2 2 4 W07 R07 N07 - - 2 N/A - FIXED LEVER PULLS

2122A 3'-0" 7'-0" 1-3/4" LH WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 45 - 3 2120 - DOOR W/ CLOSER & CLASSROOM FUNCTION LEVER/LOCKSET

2122B 3'-0" 7'-0" 1-3/4" RH WD SC 3 4 C AWI WD 2 2 3 W07 R07 N07 45 20 MIN 4 2124 - DOOR W/ CLOSER, LEVER/LOCKSET & CARD READER

2123 PR: 3'-0" 8'-0" 1-3/4" - WD SC 3 4 E AWI WD 2 2 5 W07 R07 N07 - 20 MIN 5 2124 - DOOR W/ CLOSER, LEVER/LOCKSET & CARD READER

2124 3'-0" 7'-0" 1-3/4" RHR WD SC 4 4 A W HM P11 P11 1 X07 R01 N01 - 20 MIN 18 N/A - DOOR W/ PANIC EGRESS HARDWARE, CLOSER & MAG-HOLD OPEN ON F.A.

2125 3'-0" 7'-0" 1-3/4" RH WD SC 4 4 A W HM P11 P11 1 X07 R01 N01 - 20 MIN 6 2124 - DOOR W/ OFFICE FUNCTION LEVER/LOCKSET W/ SPRING HINGES

2126 3'-0" 7'-0" 1-3/4" RH WD SC 4 4 A W HM P11 P11 1 X07 R01 N01 - 20 MIN 6 2124 - DOOR W/ OFFICE FUNCTION LEVER/LOCKSET W/ SPRING HINGES

2127 3'-0" 7'-0" 1-3/4" LH WD SC 4 4 A W HM P11 P11 1 X07 R01 N01 - 20 MIN 6 2124 - DOOR W/ OFFICE FUNCTION LEVER/LOCKSET W/ SPRING HINGES

2129A 3'-0" 7'-0" 1-3/4" LHR WD SC 4 4 A W HM P11 P11 1 X07 R01 N01 - 20 MIN 7 2128 - DOOR W/ CLOSER, LEVER/LOCKSET & CARD READER

2129B 3'-0" 7'-0" 1-3/4" RH WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 8 2131 - DOOR W/ CLOSET FUNCTION LEVER/LOCKSET

2130 7'-10 38" 5'-5 78" 7/8" - WD - 3 3 F AWI WD 2 2 6 F01/A303 A10/A303

A01/A303

- - 9 N/A- BI-FOLDING TURNAWAY CABINET DOORS

2131A PR: 3'-0" 8'-0" 1-3/4" - WD SC 3 3 E AWI WD 2 2 5 W07 R07 N07 - - 10 2120 - DOOR W/ CLOSER & CLASSROOM FUNCTION LEVER/LOCKSET

2131B PR: 3'-0" 8'-0" 1-3/4" - WD SC 3 4 E AWI WD 2 2 5 W07 R07 N07 - 20 MIN 5 2124 - DOOR W/ CLOSER, LEVER/LOCKSET & CARD READER

2132A 3'-0" 7'-0" 1-3/4" RH WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 11 2136 - DOOR W/ CLOSER & CLASSROOM FUNCTION LEVER/LOCKSET

2132B 3'-0" 7'-0" 1-3/4" RH WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 11 2135 - DOOR W/ CLOSER & CLASSROOM FUNCTION LEVER/LOCKSET

2133 3'-0" 7'-0" 1-3/4" RH WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 12 2135 - DOOR W/ PRIVACY FUNCTION LEVER/LOCKSET

2134A 3'-0" 7'-0" 1-3/4" RHR WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 13 2135 - DOOR W/ CLOSER & CLOSET FUNCTION LEVER/LOCKSET

2134B 3'-0" 7'-0" 1-3/4" LHR WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 14 2131 - DOOR W/ CLOSER & CLOSET FUNCTION LEVER/LOCKSET

2135 3'-0" 7'-0" 1-3/4" LH WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 15 2136 - DOOR W/ CLOSER & OFFICE FUNCTION LEVER/LOCKSET

DOOR TYPES

FRAME TYPES

GENERAL DOOR NOTES:

1. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND44" ABOVE THE FLOOR.

2. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIORDOORS AND INTERIOR DOORS; SUCH PULL OR PUSH EFFORT BEING APPLIED ATRIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING ORFOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAYBE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED,THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THEMAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TOEXCEED 15 POUNDS.

3. ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIALKNOWLEDGE.

4.

DOOR KEY NOTES:

1. BLUMCRAFT SERIES 1301 - HALF-INCH TEMPERED CLEAR FLOAT GLASS W/ 3/4" HIGHSTAINLESS STEEL TOP & BOTTOM RAILS . DORMA (BTS -80) 90° FLOOR CLOSER W/90° HOLD OPEN. INTERIOR: CONCEALED PANIC DEVICE 1-1/4" Ø BLUMCRAFT'H-100-A'. FOLGER ADAM 310-1 ELECTRIC STRIKE W/ 3/4" STRAIGHT KEEPER W/OSIGNAL SWITCHES USING H-100 PANIC HOUSINGS. EXTERIOR: 1-1/4" Ø PULL 'A'.STAINLESS STEEL SATIN US32D BHMA 630. CENTER HUNG PIVOTS. POSITIVE STOP -AUXILIARY FLOOR STOP. ACCESS CARD READER FOR ENTRY. FAIL-SAFE. SIDELIGHTWITH TOP & BOTTOM RAILS TO MATCH DOOR.

2. RED OAK. FINISH COLOR TO MATCH COLOR AS SELECTED FOR KEY NOTE 3..3. FACTORY FINISH DOOR FACE. GRADE 'AA' RIFT CUT RED OAK VENEER. SLIP MATCH.

CENTER/BALANCE MATCH. COLOR TO BE SELECTED FROM MFG. FULL RANGE OFSTANDARD COLORS.

4. FACTORY FINISH DOOR FACE. GRADE 'AA' RIFT CUT RED OAK VENEER. SLIP MATCH.CENTER/BALANCE MATCH. EGGER'S STANDARD COLOR 03 LIGHT OAK - MATCHBUILDING TYPICAL DOORS.

DETAILS, TYPES& SCHEDULES

RICHARD R.CLARK

A601

X01HEAD1-1/2" = 1'-0"

R01JAMB1-1/2" = 1'-0"

N01SILL1-1/2" = 1'-0"

K01JAMB1-1/2" = 1'-0"

A01DETAIL1-1/2" = 1'-0"

F01HEAD & SILL1-1/2" = 1'-0"

W07HEAD1-1/2" = 1'-0"

R07JAMB1-1/2" = 1'-0"

N07SILL1-1/2" = 1'-0"

A14DOORSNTS

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DOOR HARDWARD SET SCHEDULE:

SET #1 DOORS: 2120NOTE: ALL HARDWARE IS COMPLETE BY THE DOOR AND FRAMEMANUFACTURER EXCEPT FURNISH INTERCHANGEABLE CORE TYPECYLINDERS AS REQUIRED TO MATCH EXISTING.

SET #2 DOORS: 21216 HINGES TA2714 4 1/2 X 4 1/2 26D MC2 DUMMY TRIM CRR 855 626 YA2 OVERHEAD STOP 10-236 652 RX2 ROLLER LATCH RL1B US26D MC2 DOOR SILENCERS S2W MC

SET #3 DOORS: 2122A3 HINGES T4A3786 4 1/2 X 4 1/2 26D MC1 LOCKSET CRR 8808FL LC 626 YA1 CLOSER 7500 H 689 NO1 WEATHERSTRIP 2891 AS 1 X 36" 2 X 84" PE1 AUTO DOOR BOTTOM 4301 CPKL 36" PE1 THRESHOLD 271 A 36" PE

NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING

SET #4 DOORS: 2122B2 HINGES T4A3786 4 1/2 X 4 1/2 26D MC1 ELECTRIC HINGE T4A3786 4 1/2 X 4 1/2 QC12 26D MC1 ELECTRIC LOCK CRR 8891FL 24VDC LBM REX 626 YA1 CLOSER 7705 PT 689 NO1 WEATHERSTRIP 2891 AS 1 X 36" 2 X 84" PE1 AUTO DOOR BOTTOM 4301 CPKL 36" PE1 THRESHOLD 271 A 36" PE

NOTE: CARD READER AND POWER SUPPLY BY THE SECURITY CONTRACTORNOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING

SET #5 DOORS: 2123, 2131B1 ELECTRIC HINGE T4A3786 4 1/2 X 4 1/2 QC12 26D MC7 HINGES T4A3786 4 1/2 X 4 1/2 NRP 26D MC1 AUTO FLUSH BOLT SET FB10W US26D MC1 ELECTRIC LOCK CRR 8891FL 24VDC LBM REX 626 YA2 CLOSER 7705 PT 689 NO1 WALL STOP WS03 US26D MC1 DUST PROOF STRIKE DPS3 US26D MC1 COORDINATOR CSM500 61" TO 72" PRIMED MC1 SMOKE SEAL PK 55 D 25' PE2 AUTO DOOR BOTTOM 4301 CPKL 36" (AT DOOR 2131B) PE1 THRESHOLD 271 A 72" (AT DOOR 2131B) PE

NOTE: CARD READER AND POWER SUPPLY BY THE SECURITY CONTRACTORNOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTINGNOTE: ASTRAGAL BY DOOR MANUFACTURER.

SET #6 DOORS: 2125, 2126, 21273 SPRING HINGES 1502 4 1/2 X 4 1/2 26D MC1 LOCKSET CRR 8807FL LC 626 YA1 WALL STOP WS03 US26D MC1 SMOKE SEAL PK 55 D 17' PE


SET #7 DOORS: 2129A1 ELECTRIC HINGE TA2714 4 1/2 X 4 1/2 QC12 26D MC2 HINGES TA2714 4 1/2 X 4 1/2 NRP 26D MC1 ELECTRIC LOCK CRR 8891FL 24VDC LBM REX 626 YA1 CLOSER PR7500 689 NO1 KICKPLATE KP50 8" X 34" CSK HB4E US32D MC1 WALL STOP WS03 US26D MC1 SMOKE SEAL PK 55 D 17' PE

NOTE: CARD READER AND POWER SUPPLY BY THE SECURITY CONTRACTORNOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING

SET #8 DOORS: 2129B3 HINGES TA2714 4 1/2 X 4 1/2 26D MC1 LOCKSET CRR 8808FL LC 626 YA1 WALL STOP WS03 US26D MC3 DOOR SILENCERS S2W MC


SET #9 DOORS: 21302 DOOR PULLS MOCKETT - DP55A 6261 EA - R & L HAWA-TURNAWAY 35/X3 PIVOT SLIDING DOOR FITTING1 EA - R & L HAWA BI-FOLDING DOOR FITTING FOR TURNAWAYS1 SET- 407.73.153- HAWA-TURN-AWAY 35/X3 LH.126-245CM1 SET- 407.73.055- HAWA-TURN-AWAY 35/X3 RH.126-245CM1 SET- 407.73.063- HAWA-TURN-AWAY FOLDING X2,3 RH1 SET- 407.73.161- HAWA-TURN-AWAY FOLDING X2,3 LH

SET #10 DOORS: 2131A8 HINGES T4A3786 4 1/2 X 4 1/2 26D MC1 AUTO FLUSH BOLT SET FB10W US26D MC1 LOCKSET CRR 8808FL LC 626 YA2 CLOSER CPS-7500-T 689 NO1 COORDINATOR CSM500 61" TO 72" PRIMED MC1 DUST PROOF STRIKE DPS3 US26D MC1 SMOKE SEAL PK 55 D 25' PE2 AUTO DOOR BOTTOM 4301 CPKL 36" PE1 THRESHOLD 271 A 72" PE

NOTE: ASTRAGAL BY DOOR MANUFACTURER.NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING

SET #11 DOORS: 2132A, 2132B3 HINGES TA2714 4 1/2 X 4 1/2 26D MC1 LOCKSET CRR 8808FL LC 626 YA1 CLOSER 8501 689 NO1 WALL STOP WS03 US26D MC3 DOOR SILENCERS S2W MC


SET #12 DOORS: 21333 HINGES TA2714 4 1/2 X 4 1/2 26D MC1 PRIVACY SET CRR 8802FL 626 YA1 WALL STOP WS03 US26D MC3 DOOR SILENCERS S2W MC

SET #13 DOORS: 2134A3 HINGES TA2714 4 1/2 X 4 1/2 26D MC1 LOCKSET CRR 8807FL LC 626 YA1 CLOSER PR8501 689 NO1 WALL STOP WS03 US26D MC3 DOOR SILENCERS S2W MC


SET #14 DOORS: 2134B1 ELECTRIC HINGE TA2714 4 1/2 X 4 1/2 QC12 26D MC2 HINGES TA2714 4 1/2 X 4 1/2 26D MC1 ELECTRIC LOCK CRR 8891FL 24VDC LBM REX 626 YA1 CLOSER CPS-8501 689 NO1 KICK PLATE KP50 8" X 34" CSK HB4E US32D MC3 DOOR SILENCERS S2W MC

NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTINGNOTE: CARD READER AND POWER SUPPLY BY THE SECURITY CONTRACTOR.

SET #15 DOORS: 21353 HINGES TA2714 4 1/2 X 4 1/2 26D MC1 LOCKSET CRR 8807FL LC 626 YA1 CLOSER CPS-8501-T 689 NO1 WEATHERSTRIP 2891 AS 1 X 36" 2 X 84" PE1 AUTO DOOR BOTTOM 4301 CPKL 36" PE1 THRESHOLD 271 A 36" PE


SET #16 DOORS: S3, 10331 EXIT DEVICE 7100 X 632F P SEX NUTS 630 YA1 CONTROLLER 781N YA1 DOOR CORD TSB-C SN

NOTE: CARD READER BY THE SECURITY CONTRACTORNOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING NOTE: REUSE THE EXISTING HARDWARE EXCEPT FURNISH THE FOLLOWINGABOVE NEW HARDWARE. FIELD VERIFY THAT THE ABOVE HARDWARE WILLPERFORM AND OPERATE PROPERLY ON THE ABOVE EXISTING OPENING FORA NEW CARD READER OPERATION.

SET #17 DOORS: 1036, S3ANIC

SET #18 DOORS: 21243 HINGES T4A3786 4 1/2 X 4 1/2 26D MC1 EXIT DEVICE 7100F X CR628F SEX NUTS 630 YA1 MAGNETIC HOLDER 998 689 RX1 CLOSER 7500 689 NO1 KICK PLATE KP50 8" X 34 CSK HB4E US32D MC1 SMOKE SEAL PK 55 D 17' PE


2. FEBRUARY 2, 2009 - ASI #6 [DOOR#2130]

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SHEET TITLE

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816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

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SHEET NUMBER



DECEMBER 22, 2008

08318-007







PROJECT NUMBER

RC / ST


ROOM FINISH SCHEDULE

ROOMFLOOR BASE

WALLS CEILINGNOTES

NO NAME NORTH EAST SOUTH WEST TYPE HEIGHT

2120 RECEPTION TIL01,CPT01 TIL04 PNT03 N/A PNT03 PNT03 CLG01,CLG02 9'-0"

2121 CLOSET CPT01 SWT01 PNT03 PNT03 PNT03 PNT03 CLG02 9'-0"

2122 TELEPRESENCE CPT01 SWT01 PNT03 PNT03 PNT03 PNT03 CLG02 9'-0"

2123 HALLWAY TIL01,CPT01 TIL04 PNT03 PNT03 N/A PNT03 CLG02 9'-0"

2124 CORRIDOR TIL01,CPT01 SWT1 PNT03 N/A PNT03 N/A CLG01,CLG02 9'-0"

2125 OFFICE CPT01 SWT01 PNT03 PNT03 PNT03 PNT02 CLG02 9'-0"

2126 OFFICE CPT01 SWT01 PNT03 PNT03 PNT03 PNT02 CLG02 9'-0"

2127 CONF ROOM CPT01 SWT01 PNT03 PNT02 PNT03 PNT03 CLG02 9'-0"

2128 NOT USED

2129 AV CLOSET CPT01 SWT01 PNT03 PNT03 PNT03 PNT03 CLG02 9'-2"

2130 PROJECTION CPT01 SWT01 PNT03 PNT03 PNT03 PNT03 CLG02 9'-0"

2131 BOARD ROOM CPT03, CPT05 SWT01 SWV01,SWT02, SWT03 WLC01,SWT02, SWT03 WLC01,SWT02, SWT03 WLC01,SWT02, SWT03 CLG01,CLG02 9'-0" PROVIDE DWT01 DRAPERY AT ALL WINDOWS

2132 PANTRY TIL02 TIL05 PNT03,TIL06 PNT03 PNT03 PNT03 CLG02 9'-0"

2133 RESTROOM TIL02 TIL05 PNT03,TIL07,TIL08 PNT03,TIL07,TIL08 PNT03,TIL07,TIL08 PNT03,TIL07,TIL08 CLG02 9'-0"

2134 CLOSET CPT02 SWT01 PNT03 PNT03 PNT03 PNT03 CLG02 9'-0" PROVIDE DWT01 DRAPERY AT ALL WINDOWS

2135 EXECUTIVE OFFICE CPT02,CPT04 SWT01 SWV01,SWT02, SWT03 WLC01 WLC01 WLC01 CLG01,CLG02 9'-0"

2136 OPEN OFFICE CPT01 SWT01 PNT03 PNT03 PNT03 PNT03 CLG02 9'-0"

2137 225 OFFICE CPT01 SWT01 PNT03 PNT03 PNT03 PNT02 CLG02 9'-0"

2138 225 OFFICE CPT01 SWT01 PNT03 PNT03 PNT03 PNT02 CLG02 9'-0"

2139 H OFFICE CPT01 SWT01 PNT03 PNT03 PNT03 PNT02 CLG02 9'-0"

2140 HALLWAY EXISTING RWB01 N/A PNT01 N/A N/A EXISITNG EXISTING

2141 NOT USED

2142 C/F/P/S ROOM CPT01 SWT01 PNT01 PNT01 PNT01 PNT01 CLG02 9'-0"

FINISH NOTES

RE: A01/A101 FOR TRANSITIONS BETWEEN FLOORING MATERIALS

FINISH LEGEND

KEYLABEL

MATERIAL COMPANY DESCRIPTION NOTES FLAME SPREAD RATING

FLOORING

CPT01 CARPET: BROADLOOM SHAW LAVISH 5A071, 5TH AVENUE 71481 32 OZ., ECO SOLUTION Q NYLON CLASS 1: FLAME SPREAD > 450; ASTM E648, ASTM E662

CPT02 CARPET: BROADLOOM SHAW DETAIL 5A084, PACIFIC 84599 40 OZ., ANTRON LEGACY NYLON CLASS 1: FLAME SPREAD > 450; ASTM E648, ASTM E662

CPT03 CARPET: BROADLOOM SHAW STUNNING 5A072, 5TH AVENUE 72481 32 OZ., ECO SOLUTION Q NYLON CLASS 1: FLAME SPREAD > 450; ASTM E648, ASTM E662

CPT04 CARPET: BROADLOOM SHAW SCEPTER II 50521, GUNMETAL 43585 42 OZ., SOLUTIA LXI NYLON CLASS 1: FLAME SPREAD > 450; ASTM E648, ASTM E662

CPT05 CARPET: BROADLOOM SHAW SCEPTER II 50521, NIMBUS 43504 42 OZ., SOLUTIA LXI NYLON CLASS 1: FLAME SPREAD > 450; ASTM E648, ASTM E662

TIL01 GRANITE TILE ISC SURFACES ABSOLUTE BLACK, 12X12, POLISHED (PROVIDE THRESHOLD AT DOORSAS NOTED ON FINISH PLAN SHEET A105)

1/16" GROUT LINES: GROUT: MAPEI 47 CHARCOAL STATIC COF: ASTM A137.1, ASTM C1028, R9, A, WET>0.60, DRY>0.60

TIL02 PORCELAIN TILE CROSSVILLE EMPIRE SERIES, VS85 GENERAL'S GREY, 14X14 UNPOLISHED 1/16" GROUT LINES: GROUT: MAPEI 01 ALABASTER STATIC COF: ASTM A137.1, ASTM C1028, R9, A, WET>0.60, DRY>0.60

TIL03 PORCELAIN TILE AMERICAN OLEAN AVENUE ONE, NIGHTLIFE AU09, 12X12 1/16" GROUT LINES: GROUT: MAPEI 01 ALABASTER STATIC COF: ASTM A137.1, ASTM C1028, R9, A, WET>0.60, DRY>0.70

BASE

TIL04 GRANITE TILE BASE ISC SURFACES ABSOLUTE BLACK, 6X12, POLISHED

TIL05 PORCELAIN TILE BASE CROSSVILLE EMPIRE SERIES, VS85 GENERAL'S GREY, 3X14 UNPOLISHED

SWT01 STAINED WOOD TRIM AWI STANDARD 6"X3/4" RIFT CUT RED OAK STAINED TO MATCH INTERIOR DOORS

RWB01 RESILIENT WALL BASE FLEXCO BLACK/BROWN 071: 4-INCH COVE BASE: ROLL GOODS ONLY. NO SEAMS WITHIN 6" OF CORNERS. SPREAD INDEX: 150; ASTM E-84-91A

WALLS

PNT01 PAINT SHERWIN WILLIAMS SIMPLE WHITE SW 7021 EGGSHELL - LEVEL 4 GYP FIN

PNT02 PAINT SHERWIN WILLIAMS COLOR TBD EGGSHELL - LEVEL 4 GYP FIN

PNT03 PAINT SHERWIN WILLIAMS COLOR TBD EGGSHELL - LEVEL 4 GYP FIN

PNT04 PAINT SHERWIN WILLIAMS URBANE BRONZE SW 7048 GLOSS - METAL DOOR FRAMES

WLC01 WALLCOVERING: OLEFIN KNOLL TEXTILES GIZA WC412/1 OYSTER, 100% OLEFIN FACE, TEFLON FINISH, ACRYLIC BACKING, 11.5O oz/LY, 54" WIDE ASTM E-84 (ADHERED) CLASS A

TIL06 WALL TILE AMERICAN OLEAN URBAN CANVAS, DESIGNER WHITE 0061, MATTE FINISH

TIL07 PORCELAIN TILE AMERICAN OLEAN AVENUE ONE, SIDEWALK AU02, 12X24 1/16" GROUT LINES: GROUT: MAPEI 01 ALABASTER STATIC COF: ASTM A137.1, ASTM C1028, R9, A, WET>0.60, DRY>0.70

TIL08 PORCELAIN TILE AMERICAN OLEAN AVENUE ONE, NIGHTLIFE AU09, 12X24 1/16" GROUT LINES: GROUT: MAPEI 01 ALABASTER STATIC COF: ASTM A137.1, ASTM C1028, R9, A, WET>0.60, DRY>0.70

MISCELLANEOUS

STC01 STONE COUNTERTOP ISC SURFACES ABSOLUTE BLACK, POLISHED, 3CM SLAB (1-1/4") EASED EDGE DETAIL

HPL01 HIGH-PRESSURE LAMINATE FORMICA 299-58 EBONY OXIDE, MATTE FINISH STRAIGHT EDGE DETAIL

SWC01 STAINED WOOD CABINETS N/A AWI CERTIFIED, MATCH EXISTING WOOD SPECIES AND STAIN COLOR RECESSED PANEL SQUARE DOOR STYLE

SWT02 STAINED WOOD TRIM: CHAIRRAIL

AWI 8TH EDITION CHR-6015, SEC 300-D9 RED OAK, STAIN TO MATCH INTERIOR DOORS

SWT03 STAINED WOOD TRIM: PICTURERAIL

AWI 8TH EDITION PIC-7001, SEC 300-D10 RED OAK, STAIN TO MATCH INTERIOR DOORS

SWV01 STAINED WOOD VENEER N/A 3/4" WOOD VENEER PANELS WITH 1/4" SAWCUT REVEALS RIFT CUT RED OAK, STAIN TO MATCH INTERIOR DOORS

DWT01 DRAPERY WINDOW TREATMENT KNOLL GRACE NOTE, SESAME D22/3, TREVIRA FR (FLAME-RETARDANT) BARREL-PLEAT HEADING SYSTEM, HAND-TRAVERSED NFPA 701, TEST 1, FLAME RETARDANT FINISH

CEILING

CLG01 PAINT - P1SUSP GYP FIN

SHERWIN WILLIAMSARMSTRONG

PAINT SW7021 SIMPLE WHITE5/8" TYPE 'X' GYPSUM BOARD & DRYWALL GRID SUSPENSION SYSTEM

SATIN - LEVEL 4 GYP FIN

CLG02 WET FORMED MINERAL FIBER/GALV STEEL

ARMSTRONG CIRRUS 9/16" BORDERS PLAIN PANEL, 2X2, 6498, SUPRAFINE GRID#7501 XL 7520 SEISMIC RX CATEGORY

CLG03 WET FORMED MINERAL FIBER/GALV STEEL

ARMSTRONG DUNE, SECOND-LOOK 2x4 BEVELED TEGULAR, WHITESUPRAFINE XL 9/16" EXPOSED TEE, WHITE; SEISMIC RX SYSTEM.

CLASS A: FLAME SPREAD 25 OR UNDER (UL LABEL) PER ASTM E 1264

NOTE: PROVIDE 10% OF TOTAL REQ. FINISH MATERIAL TO TENANT FOR 'ATTIC STOCK'; CEILING TILE, CARPET TILE, PAINT & WALL COVERING.

DETAILS, TYPES& SCHEDULES

RICHARD R.CLARK

A602


2. JANUARY 27, 2008 - ASI #2

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DECEMBER 22, 2008

08318-007







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RC / ST


SECTION 013000 - ADMINISTRATIVE REQUIREMENTS

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

of the Specifications to ensure efficient and orderly installation ofeach part of the Work.

B. Requests for Information (RFIs): On discovery of the need for additional information or interpretation of the Contract Documents,Contractor shall prepare and submit an RFI. Use AIA DocumentG716-2004.

C. Schedule and conduct progress meetings at Project site at regularintervals. Notify Owner and Architect of meeting dates and times.Require attendance of each subcontractor or other entity concerned with current progress or involved in planning, coordination, or performance of future activities.1. Record minutes and distribute to everyone concerned, including

Owner and Architect.1.2 SUBMITTAL ADMINISTRATIVE REQUIREMENTS

A. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.1. No extension of the Contract Time will be authorized

because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

2. Submit three copies of each action submittal. Architect will return two copies.

3. Submit two copies of each informational submittal. Architect will not return copies.

4. Architect will discard submittals received from sources otherthan Contractor.

B. Place a permanent label or title block on each submittal for identification. Provide a space approximately 6 by 8 inches (150 by200 mm) on label or beside title block to record Contractor's review and approval markings and action taken by Architect. Include the following information on the label:1. Project name.2. Date.3. Name and address of Contractor.4. Name and address of subcontractor or supplier.5. Number and title of appropriate Specification Section.

C. Identify deviations from the Contract Documents on submittals.D. Contractor's Construction Schedule Submittal Procedure: Submit

two copies of schedule within 10 days after date established for Commencement of the Work.

1.3 ACTION SUBMITTALSA. Product Data: Mark each copy to show applicable products and

options. Include the following:1. Manufacturer's written recommendations, product

specifications, and installation instructions.2. Wiring diagrams showing factory-installed wiring.3. Printed performance curves and operational range diagrams.4. Testing by recognized testing agency.5. Compliance with specified standards and requirements.

B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductionsof the Contract Documents or standard printed data. Submit on sheets at least 8-1/2 by 11 inches (215 by 280 mm) but no largerthan 30 by 42 inches (762 by 1067 mm). Include the following:1. Dimensions and identification of products.2. Fabrication and installation drawings and roughing-in and

setting diagrams.3. Wiring diagrams showing field-installed wiring.4. Notation of coordination requirements.5. Notation of dimensions established by field measurement.

C. Samples: Submit Samples for review of kind, color, pattern, andtexture and for a comparison of these characteristics between submittal and actual component as delivered and installed. Include name of manufacturer and product name on label.1. If variation is inherent in material or product, submit at least

three sets of paired units that show variations.1.4 INFORMATIONAL SUBMITTALS

A. Qualification Data: Include lists of completed projects with projectnames and addresses, names and addresses of architects and owners, and other information specified.

B. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.

SECTION 014000 - QUALITY REQUIREMENTS

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

with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.1. Testing and inspecting services shall be performed by

independent testing agencies.B. Referenced Standards: If compliance with two or more standards

is specified and the standards establish different or conflicting requirements, comply with the most stringent requirement. Referuncertainties to Architect for a decision.

C. Minimum Quantity or Quality Levels: The quantity or quality levelshown or specified shall be the minimum. The actual installationmay exceed the minimum within reasonable limits. Indicated numeric values are minimum or maximum, as appropriate, for thecontext of requirements. Refer uncertainties to Architect for a decision.

D. Test and Inspection Reports: Prepare and submit certified writtenreports specified in other Sections. Include the following:1. Date of issue.2. Project title and number.3. Name, address, and telephone number of testing agency.4. Dates and locations of samples and tests or inspections.5. Record of temperature and weather conditions at time of

sample taking and testing and inspecting.6. Names of individuals making tests and inspections.7. Description of the Work and test and inspection method.8. Complete test or inspection data, test and inspection results, an

interpretation of test results, and comments or professional opinion on whether tested or inspected Work complies with theContract Document requirements.

9. Name and signature of laboratory inspector.10. Recommendations on retesting and reinspecting.

E. Permits, Licenses, and Certificates: For Owner's records, submitcopies of permits, licenses, certifications, inspection reports, notices, receipts for fee payments, and similar documents, established for compliance with standards and regulations bearingon performance of the Work.

F. Testing Agency Qualifications: An independent agency with the experience and capability to conduct testing and inspecting indicated; and where required by authorities having jurisdiction, that is acceptable to authorities.

G. Retesting/Reinspecting: Regardless of whether original tests orinspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, forconstruction 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 personnelto perform required tests and inspections.1. Promptly notify Architect and Contractor of irregularities or

deficiencies in the Work observed during performance of its services.

2. Do not release, revoke, alter, or increase requirements of the Contract Documents or approve or accept any portion of the Work.

3. Do not perform any duties of Contractor.I. Associated Services: Cooperate with testing agencies and provide

reasonable auxiliary services as requested. Provide the following:1. Access to the Work.2. Incidental labor and facilities necessary to facilitate tests and

inspections.3. Adequate quantities of representative samples of materials

that require testing and inspecting. Assist agency in obtaining samples.

4. Facilities for storage and field curing of test samples.5. Security and protection for samples and for testing and

inspecting equipment.J. Coordination: Coordinate sequence of activities to accommodate

required quality-assurance and -control services with a minimumof delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting.1. Schedule times for tests, inspections, obtaining samples, and

similar activities.

SECTION 014200 - REFERENCES

1.1 GENERAL 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 areused in Specifications or other Contract Documents, they shallmean the recognized name of entities indicated in Thomson Gale's “Encyclopedia of Associations” or in Columbia Books' “National Trade & Professional Associations of the U.S.”

2. Code Agencies: Where abbreviations and acronyms are used inSpecifications or other Contract Documents, they shall meanthe recognized name 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 abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list:CE Army Corps of 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 abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list:

ADAAG Americans with Disabilities Act (ADA)Architectural Barriers Act (ABA)Accessibility Guidelines for Buildings and 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 in the Contract Sum unlessotherwise indicated.

B. Water and Electric Power: Available from Owner's existing system without metering and without payment of use charges, unless otherwise indicated on Drawings. Provide connections andextensions of services as required for construction operations.

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

D. Accessible Temporary Egress: Comply with applicable provisionsin ICC/ANSI A117.1.

1.2 TEMPORARY FACILITIESA. Provide field offices, storage and fabrication sheds, and other

support facilities as necessary for construction operations. Storecombustible materials apart from building.

1.3 EQUIPMENTA. Fire Extinguishers: Portable, UL rated; with class and

extinguishing agent as required by locations and classes of fire exposures.

B. HVAC Equipment: Unless Owner authorizes use of permanent HVAC system, provide vented, self-contained, liquid-propane-gasor fuel-oil heaters with individual space thermostatic control.1. Use of gasoline-burning space heaters, open-flame heaters,

or salamander-type heating units is prohibited.2. Heating Units: Listed and labeled for type of fuel being

consumed, by a testing agency acceptable to authorities havingjurisdiction, and marked for intended use.

3. Permanent HVAC System: If Owner authorizes use of permanent HVAC system for temporary use during construction, provide filter with MERV of 8 at each return-air grille in system and remove at end of construction.

1.4 TEMPORARY UTILITY INSTALLATIONA. General: Install temporary service or connect to existing service.

1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services.

B. Sanitary Facilities: Use of Owner's existing toilet facilities will bepermitted, as long as facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restorethese facilities to condition existing before initial use.

C. Heating and Cooling: Provide temporary heating and cooling required for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed installations or elements beinginstalled.

D. Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations and inspections.

1.5 SUPPORT FACILITIES INSTALLATIONA. Install project identification and other signs in locations approved

by Owner to inform the public and persons seeking entrance to Project.

B. Waste Disposal Facilities: Provide waste-collection containers insizes adequate to handle waste from construction operations. Comply with requirements 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 each comparable product.Do not submit unapproved products on Shop Drawings or othersubmittals.

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

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

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

D. Compatibility of Options: If Contractor is given option of selectingbetween two or more products, select product compatible with products previously selected.

E. Deliver, store, and handle products using means and methods thatwill prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions.1. Schedule delivery to minimize long-term storage at Project

site and to prevent overcrowding of construction spaces.2. Deliver products to Project site in manufacturer's original

sealed container or packaging, complete with labels and instructions for handling, storing, unpacking, protecting, andinstalling.

3. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected.

4. Store materials in a manner that will not endanger Project structure.

5. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation.

F. Warranties specified in other Sections shall be in addition to, andrun concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations underrequirements of the Contract Documents.

1.2 PRODUCT SELECTION PROCEDURESA. Provide products that comply with the Contract Documents, are

undamaged, and are new at the time of installation.1. Provide products complete with accessories, trim, finish,

and other devices and components needed for a completeinstallation and the intended use and effect.

2. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products.

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

product, provide the named product that complies with requirements.

2. Where Specifications name a single manufacturer or source,provide a product by the named manufacturer or source that complies with requirements.

3. Where Specifications include a list of names of both available manufacturers and products, provide one of the products listed, or an unnamed product, that complies with requirements. Comply with requirements for "comparable product requests" for consideration of an unnamed product.

4. Where Specifications include a list of manufacturers' names,provide a product by one of the manufacturers listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will be considered.

5. Where Specifications include a list of available manufacturers, provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer, that complies with requirements. Comply withrequirements for "comparable product requests" for consideration of an unnamed manufacturer's product.

6. Where Specifications name a single product, or refer to a product indicated on Drawings, provide the named product. Comply with provisions for "comparable product requests" for consideration of an unnamed product by another manufacturer.

C. Where Specifications require "match Architect's sample," providea product that complies with requirements and matches Architect's sample. Architect's decision will be final on whether aproposed product matches.

D. Unless otherwise indicated, Architect will select color, gloss, pattern, density, or texture from manufacturer's product line thatincludes both standard and premium items.

SECTION 017000 - EXECUTION AND CLOSEOUT REQUIREMENTS

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

Drawings as record Drawings. Mark to show actual installation where installation varies from that shown originally.1. Identify and date each record Drawing; include the designation

"PROJECT RECORD DRAWING" in a prominent location.B. Operation and Maintenance Data: Submit one copy of manual.

Organize data into three-ring binders with identification on frontand spine of each binder, and envelopes for folded drawings. Include the following:1. Manufacturer's operation and maintenance documentation.2. Maintenance and service schedules.3. Maintenance service contracts.4. Emergency instructions.5. Spare parts list.6. Wiring diagrams.7. Copies of warranties.

1.2 CLOSEOUT 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 isnot complete.

2. Advise Owner of pending insurance changeover requirements.3. Submit specific warranties, maintenance service agreements,

and similar documents.4. Obtain and submit releases permitting Owner unrestricted use

of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.

5. Submit record Drawings, operation and maintenance manuals, and similar final record information.

6. Deliver tools, spare parts, extra materials, and similar items.7. Make final changeover of permanent locks and deliver keys to

Owner.8. Complete startup testing of systems.9. Remove temporary facilities and controls.10. Submit changeover information related to Owner's occupancy,

use, operation, and maintenance.11. Complete final cleaning requirements, including touchup

painting.12. Touch up and otherwise repair and restore marred exposed

finishes to eliminate visual defects.B. Submit a written request for inspection for Substantial Completion.

On receipt of request, Architect will proceed with inspection or advise Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspectionor will advise Contractor of items that must be completed or corrected before certificate will be issued.

C. Request inspection for Final Completion, once the following are complete:1. Submit a copy of Substantial Completion inspection list stating

that each item has been completed or otherwise resolved foracceptance.

2. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems.

D. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

E. Submit a written request for final inspection for acceptance. Onreceipt of request, Architect will proceed with inspection or adviseContractor of unfulfilled requirements. Architect will prepare finalCertificate for Payment after inspection or will advise Contractor ofitems that must be completed or corrected before certificate willbe issued.

1.3 EXAMINATION AND PREPARATIONA. Before proceeding with each component of the Work, examine

substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance.1. Verify compatibility with and suitability of substrates.2. Examine roughing-in for mechanical and electrical systems.3. Examine walls, floors, and roofs for suitable conditions.

B. Proceed with installation only after unsatisfactory conditions havebeen corrected.

C. Take field measurements as required to fit the Work properly. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication.

D. Verify space requirements and dimensions of items shown diagrammatically on Drawings.

1.4 INSTALLATIONA. Locate the Work and components of the Work accurately, in

correct alignment and elevation, as indicated. Make vertical workplumb and make horizontal work level.1. Make joints of uniform width. Where joint locations in exposed

work are not indicated, arrange joints for the best visual effect.Fit exposed connections to form hairline joints.

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

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

B. Comply with manufacturer's written instructions and recommendations.

C. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy.

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

E. Provide blocking and attachment plates and anchors and fastenersof adequate size and number to securely anchor each componentin place. Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed.

1.5 CUTTING AND PATCHINGA. Provide temporary support of work to be cut. Do not cut structural

members or operational elements without prior written approval ofArchitect.

B. Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to prevent interruption to occupied areas.

C. Patch with durable seams that are as invisible as possible. Providematerials and comply with installation requirements specified inother Sections.1. Restore exposed finishes of patched areas and extend finish

restoration into adjoining construction in a manner that will minimize evidence of patching and refinishing.

2. Where patching occurs in a painted surface, prepare substrateand apply primer and intermediate paint coats appropriate forsubstrate over the patch, and apply final paint coat over entireunbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces.

SECTION 011000 - SUMMARY

1.1 PROJECT INFORMATIONA. Project: FARMERS INSURANCE CEO SUITE - AGOURA HILLS, CA.1. Project Location: UNIVERSITY OF FARMERS; 30801 AGOURA ROAD;

AGOURA HILLS, CA 91301.2. Owner: ZURICH FARMERS US; 4680 WILSHIRE BLVD.; LOS

ANGELES, CA 90010; BECKY TAYLOR; 323/932-3677 PH;323/932-8094 FAX; [email protected].

B. Architect: Rees Masilionis Turley Architecture, LLC.C. Contractor: <Insert name and contact information for Contractor>.D. The Work consists of typical interior office construction / remodel.E. Work Under Separate Contracts:1. As indicated on Drawings.G. Owner-Furnished Items: The following products will be

furnished by Owner and shall be installed by Contractor as part of the Work:

1. As indicated on Drawings.1.2 WORK RESTRICTIONSA. Contractor's Use of Premises: During construction,

Contractor will have full use of area indicated. Contractor's use of premises is limited only by Owner's right to perform work or employ other contractors on portions of Project and as indicated on Drawings.

1. Owner will occupy premises during construction. Performconstruction only during normal working hours 8 AM to 5 PM Monday thru Friday, other than holidays), unless otherwise agreed to in advance by Owner. Clean up work areas and return to usable condition at the end of each work period.

2. Driveways, Walkways, and Entrances: Keep driveways, parking garages, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

B. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet (8 m) of entrances, operable windows, or outdoor-air intakes.

SECTION 012000 - PRICE AND PAYMENT PROCEDURES

1.1 ALLOWANCESA. Allowance shall include cost to Contractor of specific products and

materials ordered by Owner or selected by Architect under allowance and shall include freight and delivery to Project site.

B. Unless otherwise indicated, Contractor's costs for receiving andhandling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials under allowance shall be included as part of the Contract Sum and notpart of the allowance.

C. Obtain a minimum of two proposals for each allowance and submitto Architect, in the form specified for Change Orders, with recommendations. Purchase products selected by Architect.

D. Advise Architect of the date when selection and purchase of eachproduct or system described by an allowance must be completedto avoid delaying the Work.

E. Submit invoices to show cost and actual quantities of materials delivered.

1.2 UNIT PRICESA. Unit price is an amount incorporated in the Agreement, applicable

during the duration of the Work as a price per unit of measurementfor materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Workrequired by the Contract Documents are increased or decreased.

B. Unit prices include all necessary material, plus cost for delivery,installation, insurance, applicable taxes, overhead, and profit.

1.3 ALTERNATESA. Alternate: An amount proposed by bidders and stated on the Bid

Form for certain work defined in the bidding requirements that may be added to or deducted from the Base Bid amount if Ownerdecides to accept a corresponding change either in the amount ofconstruction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.1. Alternates described in this Section are part of the Work

only if enumerated in the Agreement.2. The cost or credit for each alternate is the net addition to or

deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum.

1.4 SUBSTITUTION PROCEDURESA. Substitutions include changes in products, materials, equipment,

and methods of construction from those required by the ContractDocuments and proposed by Contractor after award of the Contract.1. Substitution Request Form: Use CSI Form 13.1A.2. Submit three copies of each request for product substitution.3. Submit requests within 15 days after the Notice to Proceed.4. Do not submit unapproved substitutions on Shop Drawings

or other submittals.5. Identify product to be replaced and show compliance with

requirements for substitutions. Include a detailed comparisonof significant qualities of proposed substitution with those of theWork specified, a list of changes needed to other parts of theWork required to accommodate proposed substitution, and anyproposed changes in the Contract Sum or the Contract Time should the substitution be accepted.

6. Architect will review the proposed substitution and notify Contractor of its acceptance or rejection.

1.5 CONTRACT MODIFICATION PROCEDURESA. Architect will issue supplemental instructions authorizing minor

changes in the Work, not involving adjustment to the Contract Sumor the Contract Time.

B. Owner-Initiated Proposal Requests: Architect will issue a detaileddescription of proposed changes in the Work.1. Proposal Requests are not instructions either to stop work

in progress or to execute the proposed change.2. Within time specified in Proposal Request after receipt of

Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time.

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

D. On Owner's approval of a Proposal Request, Contractor will issue aChange Order for signatures of Owner and Contractor on AIA Document G701, for all changes to the Contract Sum or the Contract Time.

E. Architect may issue a Construction Change Directive on AIA Document G714. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequentinclusion in a Change Order.1. Construction Change Directive contains a complete

description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.

SECTION 012000 - PRICE AND PAYMENT PROCEDURES (continued)

F. Documentation: Maintain detailed records on a time and materialbasis of work required by the Construction Change Directive. Aftercompletion of change, submit an itemized account and supportingdata necessary to substantiate cost and time adjustments to theContract.

1.6 PAYMENT PROCEDURESA. Submit a Schedule of Values at least seven days before the initial

Application for Payment. Break down the Contract Sum into at least one line item for each Specification Section in the Project Manual table of contents. Coordinate the schedule of values withContractor's construction schedule.1. Arrange schedule of values consistent with format of AIA

Document G703.2. Round amounts to nearest whole dollar; total shall equal the

Contract Sum.3. Provide separate line items in the schedule of values for initial

cost of materials and for total installed value of that part of theWork.

B. Application for Payment Forms: Use AIA Document G702 and AIADocument G703 as form for Applications for Payment.

C. Submit three copies of each application for payment according tothe schedule established in Owner/Contractor Agreement.1. With each Application for Payment, submit waivers of

mechanic's liens from subcontractors, sub-subcontractors, and suppliers for construction period covered by the previous application.

2. Submit final Application for Payment with or preceded by conditional final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien.a. Include insurance certificates, proof that taxes, fees, and

similar obligations were paid, and evidence that claims havebeen settled.

b. Submit final meter readings for utilities, a record of storedfuel, and similar data as of the date of Substantial Completion or when Owner took possession of and assumedresponsibility for corresponding elements of the Work.

1.7 SCHEDULE OF ALLOWANCESA. As indicated on Drawings.

1.8 SCHEDULE OF UNIT PRICESA. As indicated on Drawings.

1.9 SCHEDULE OF ALTERNATESA. 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 design professional are specificallyrequired of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.1. If criteria indicated are not sufficient to perform services or

certification required, submit a written request for additionalinformation to Architect.

B. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit three copiesof a statement, signed and sealed by the responsible design professional, for each product and system specifically assigned toContractor to be designed or certified by a design professional.1. Indicate that products and systems comply with

performance and design criteria in the Contract Documents.Include list of codes, loads, and other factors used in performing these services.

1.6 CONTRACTOR'S CONSTRUCTION SCHEDULEA. Gantt-Chart Schedule: Submit a comprehensive, fully developed,

horizontal Gantt-chart-type schedule within 15 days of date established for the Notice to Proceed.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuousvertical line.

1.7 SUBMITTAL REVIEWA. Review each submittal and check for coordination with other Work

of the Contract and for compliance with the Contract Documents.Note corrections and field dimensions. Mark with approval stampbefore submitting to Architect.

B. Architect will review each action submittal, make marks to indicatecorrections or modifications required, will stamp each submittalwith an action stamp and will mark stamp appropriately to indicateaction.

C. Submittals not required by the Contract Documents may not be reviewed and may be discarded.

1.8 CONTRACTOR'S CONSTRUCTION SCHEDULEA. Updating: At regular intervals, update schedule to reflect actual

construction progress and activities. Issue schedule two days before each regularly scheduled progress meeting.1. As the Work progresses, indicate Actual Completion

percentage for each activity.B. Distribute copies of approved schedule to Owner, Architect,

subcontractors, testing and inspecting agencies, and parties identified by Contractor with a need-to-know schedule responsibility. When revisions are made, distribute updated schedules to the same parties.

SECTION 014000 - QUALITY REQUIREMENTS (continued)

K. Special Tests and Inspections: Engage a qualified special inspector to conduct special tests and inspections required by authorities having jurisdiction.

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS (continued)

C. Use of Owner's existing elevators will be permitted, provided elevators are cleaned and maintained in a condition acceptable toOwner. Provide protective coverings, barriers, devices, signs, orother procedures to protect elevator car and entrance doors andframe. At Substantial Completion, restore elevators to conditionexisting before initial use, including replacing worn cables, guideshoes, and similar items of limited life.

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

construction as required to comply with environmental regulationsand that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

B. Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities.

C. Provide floor-to-ceiling dustproof partitions to limit dust and dirtmigration and to separate areas occupied by Owner and tenantsfrom fumes and noise.

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

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

To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses.

B. Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion.

SPECIFICATIONS

RICHARD R. CLARK

A701

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ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET AUTHOR

CHECKED BY

DATE

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DECEMBER 22, 2008

08318-007







PROJECT NUMBER

RC / ST


SECTION 017000 - EXECUTION AND CLOSEOUT REQUIREMENTS(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 work area, as appropriate.3. Remove debris from concealed spaces before enclosing the

space.B. Complete the following cleaning operations before requesting

inspection for certification of Substantial Completion:1. Remove labels that are not permanent.2. Clean transparent materials, including mirrors. Remove

excess glazing compounds. Replace chipped or broken glass.3. Clean exposed finishes to a dust-free condition, free of stains,

films, and foreign substances. Sweep concrete floors broomclean.

4. Vacuum carpeted surfaces and wax resilient flooring.5. Wipe surfaces of mechanical and electrical equipment. Remove

excess lubrication. Clean plumbing fixtures. Clean light fixtures, lamps, globes, and reflectors.

6. Clean Project site, yard, and grounds, in areas disturbed by construction activities. Sweep paved areas; remove stains, spills, and foreign deposits. Rake grounds to a smooth, even-textured surface.

1.7 DEMONSTRATION AND TRAININGA. Engage qualified instructors to instruct Owner's personnel to

adjust, operate, and maintain systems, subsystems, and equipment not part of a system. Include a detailed review of thefollowing:1. Include instruction for basis of system design and operational

requirements, review of documentation, emergency procedures, operations, adjustments, troubleshooting, maintenance, and repairs.

SECTION 024119 - SELECTIVE STRUCTURE DEMOLITION

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

property. Carefully detach from existing construction, in a mannerto prevent damage, and deliver to Owner ready for reuse. Includefasteners or brackets needed for reattachment elsewhere.

B. Comply with EPA regulations and hauling and disposal regulationsof authorities having jurisdiction. Comply with ANSI A10.6 and NFPA 241.

C. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted.

D. It is not expected that hazardous materials will be encountered inthe Work. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

1.2 DEFINITIONSA. Remove: Detach items from existing construction and legally

dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled.

B. Remove and Salvage: Detach items from existing construction anddeliver them to Owner ready for reuse.

C. Remove and Reinstall: Detach items from existing construction,prepare them for reuse, and reinstall them where indicated.

D. Existing to Remain: Existing items of construction that are not tobe removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

1.3 DEMOLITIONA. Requirements for Building Reuse:

1. Maintain existing building structure (including structural floorand roof decking) and envelope (exterior skin and framing, excluding window assemblies and nonstructural roofing material) not indicated to be demolished; do not demolish suchexisting construction beyond indicated limits.

2. Maintain existing interior nonstructural elements (interior walls, doors, floor coverings, and ceiling systems) not indicatedto be demolished; do not demolish such existing constructionbeyond indicated limits.

B. Maintain services/systems indicated to remain and protect themagainst damage during selective demolition operations. Before proceeding with demolition, provide temporary services/systemsthat bypass area of selective demolition and that maintain continuity of services/systems to other parts of the building.

C. Locate, identify, shut off, disconnect, and seal or cap off indicatedutility services and mechanical/electrical systems serving areas tobe selectively demolished.

D. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

E. Provide and maintain shoring, bracing, and structural supports asrequired to preserve stability and prevent movement, settlement,or collapse of construction and finishes to remain, and to preventunexpected or uncontrolled movement or collapse of constructionbeing demolished.

F. Provide temporary weather protection as required to prevent water leakage and damage to structure and interior areas.

G. Protect walls, ceilings, floors, and other existing finish work thatare to remain. Erect and maintain dustproof partitions. Cover andprotect furniture, furnishings, and equipment that have not beenremoved.

H. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damageconstruction to remain or adjoining construction.

I. Promptly remove demolition waste materials from Project site andlegally dispose of them. Do not burn demolished materials.

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

SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY

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

1.2 WOOD PRODUCTS, GENERALA. Lumber: Provide dressed lumber, S4S, marked with grade stamp

of inspection agency.1.3 TREATED MATERIALS

A. Preservative-Treated Materials: AWPA C2.1. Use treatment containing no arsenic or chromium.2. Kiln-dry lumber after treatment to a maximum moisture

content of 19 percent.3. Mark lumber with treatment quality mark of an inspection

agency approved by the ALSC Board of Review.B. Provide preservative-treated materials for items indicated on

Drawings, and the following:1. Wood members in connection with roofing, flashing, vapor

barriers, and waterproofing.2. Concealed members in contact with masonry or concrete.3. Wood framing members that are less than 18 inches (460 mm)

above the ground.C. Fire-Retardant-Treated Materials: Comply with performance

requirements in AWPA C20.1. Use Interior Type A, High Temperature (HT) where indicated.2. Use Interior Type A unless otherwise indicated.3. Identify with appropriate classification marking of a testing and

inspecting agency acceptable to authorities having jurisdiction.D. Provide fire-retardant treated materials for all miscellaneous

rough carpentry, unless otherwise indicated on Drawings.1.4 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; orSpruce-pine-fir (south): NeLMA, WCLIB, or WWPA.

B. Miscellaneous Lumber: Construction, or No. 2 grade with 15 percent maximum moisture content of any species. Provide for nailers, blocking, and similar members.

1.5 PLYWOOD BACKING PANELSA. Telephone and Electrical Equipment Backing Panels: Plywood,

fire-retardant treated, not less than 3/4-inch (19-mm) nominal thickness.

1.6 FASTENERSA. Fasteners: Size and type indicated. Where rough carpentry is

exposed to weather, in ground contact, or in area of high relativehumidity, provide fasteners with hot-dip zinc coating complyingwith ASTM A 153/A 153M.1. Power-Driven Fasteners: CABO NER-272.

1.7 INSTALLATIONA. Set miscellaneous rough carpentry to required levels and lines,

with members plumb, true to line, cut, and fitted. Locate nailers,blocking, and similar supports to comply with requirements for attaching other construction.

B. Securely attach miscellaneous rough carpentry to substrates, complying with the following:1. CABO NER-272 for power-driven fasteners.2. Table 2304.9.1, "Fastening Schedule," in the IBC.

SECTION 064023 - INTERIOR ARCHITECTURAL WOODWORK

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

Drawings and Samples showing the full range of colors, textures,and patterns available for each type of finish.

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

C. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet work is completed, and HVAC systemis operating.

1.2 MATERIALSA. Hardboard: AHA A135.4.B. Medium-Density Fiberboard: ANSI A208.2, Grade 130.C. Particleboard: ANSI A208.1, Grade M-2.D. Softwood Plywood: DOC PS 1.E. Hardwood Plywood and Face Veneers: HPVA HP-1.F. Thermoset Decorative Panels: Comply with LMA SAT - 1.G. High-Pressure Decorative Laminate: NEMA LD 3.

1. Products:a. As indicated on Drawings.

H. Solid-Surfacing Material: Homogeneous solid sheets of filled plastic resin complying with ISSFA-2.1. Products:

a. As indicated on Drawings.1.3 CABINET HARDWARE AND ACCESSORY MATERIALS

A. Butt Hinges: 2-3/4-inch (70-mm), 5-knuckle steel hinges made from 0.095-inch- (2.4-mm-) thick metal, and as follows:1. Semiconcealed Hinges for Flush Doors: BHMA A156.9, B01361.2. Semiconcealed Hinges for Overlay Doors: BHMA A156.9,

B01521.B. Frameless Concealed Hinges (European Type): BHMA A156.9,

B01602, 100 degrees of opening.C. Wire Pulls: Back mounted, solid metal, 4 inches (100 mm) long,

5/16 inch (8 mm) in diameter.D. Catches: Magnetic catches, BHMA A156.9, B03141.E. Adjustable Shelf Standards and Supports: BHMA A156.9, B04071;

with shelf rests, B04081.F. Drawer Slides: BHMA A156.9, B05091.

1. Box Drawer Slides: Grade 1HD-100.2. File Drawer Slides: Grade 1HD-200.3. Pencil Drawer Slides: Grade 1.4. Keyboard Slides: Grade 1HD-100.5. Trash Bin Slides: Grade 1HD-200.

G. Drawer Locks: BHMA A156.11, E07041.H. Grommets for Cable Passage through Countertops: 2-inch

(51-mm) OD, molded-plastic grommets and matching plastic capswith slot for wire passage.

I. Exposed Hardware Finishes: Comply with BHMA A156.18 for BHMA code number indicated.1. Finish: As indicated on Drawings.

J. Furring, Blocking, Shims, and Hanging Strips: Fire-retardant-treated lumber, kiln dried to 15 percent moisturecontent.

SECTION 078413 - PENETRATION FIRESTOPPING

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Installer certificates signed by

Installer certifying that products have been installed in compliancewith requirements.

1.2 PENETRATION FIRESTOPPINGA. Provide penetration firestopping materials that are compatible

with one another, substrates, and penetrating items if any.B. Penetrations in Fire-Resistance-Rated Walls and Horizontal

Assemblies: Provide penetration firestopping with ratings determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of 0.01-inch wg (2.49 Pa).1. F-Rating at Fire-Resistance-Rated Walls: Not less than 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 of construction penetrated except for penetrations within the cavity of a wall.

C. Penetrations in Smoke Barriers: Provide penetration firestoppingwith 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 elevated temperatures.

D. Exposed Penetration Firestopping: Provide products with flame-spread and smoke-developed indexes of less than 25 and450, respectively, as determined per ASTM E 84.

E. Accessories: Provide components for each penetration firestopping system that are needed to install fill materials and tomaintain ratings required. Use only those components specifiedby penetration firestopping manufacturer and approved by qualified testing and inspecting agency.

1.3 INSTALLATIONA. General: Install penetration firestopping to comply with

manufacturer's written installation instructions and published drawings for products and applications indicated.

B. Identify penetration firestopping with preprinted metal or plasticlabels. Attach labels permanently to surfaces adjacent to and within 6 inches (150 mm) of firestopping edge so labels will be visible to anyone seeking to remove penetrating items or firestopping. Include the following information on labels:1. The words "Warning - Penetration Firestopping - Do Not

Disturb. Notify Building Management of Any Damage."2. Designation of applicable testing and inspecting agency.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 and substrate temperature conditionsare outside limits permitted by joint-sealant manufacturer or arebelow 40 deg F (4.4 deg C).

1.2 JOINT SEALANTSA. Compatibility: Provide joint sealants, joint fillers, and other related

materials that are compatible with one another and with joint substrates under service and application conditions.

B. Sealant for Use in Interior Joints in Ceramic Tile and Other HardSurfaces in Kitchens and Toilet Rooms and Around Plumbing Fixtures:1. Single-component, mildew-resistant silicone sealant, ASTM C

920, Type S; Grade NS; Class 25; for Use NT; formulated withfungicide.

C. Sealant for Interior Use at Perimeters of Door and Window 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 effectively reduces airborne sound transmission as demonstrated by testing according toASTM E 90.

1.3 MISCELLANEOUS MATERIALSA. Provide sealant backings of material that are nonstaining; are

compatible with joint substrates, sealants, primers, and other jointfillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing.

B. Cylindrical Sealant Backings: ASTM C 1330, of size and density tocontrol sealant depth and otherwise contribute to producing optimum sealant performance.

C. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint. Provide self-adhesive tape where applicable.

D. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests.

1.4 INSTALLATIONA. Comply with ASTM C 1193.B. Install sealant backings to support sealants during application and

to produce cross-sectional shapes and depths of installed sealantsthat allow optimum sealant movement capability.

C. Install bond-breaker tape behind sealants where sealant backingsare not used between sealants and backs of joints.

D. Acoustical Sealant Installation: At sound-rated assemblies and elsewhere as indicated, seal perimeters, control joints, openings,and penetrations with a continuous bead of acoustical sealant. Install acoustical sealant at both faces of partitions. Comply withASTM C 919.

SECTION 064023 - INTERIOR ARCHITECTURAL WOODWORK (continued)

1.4 INTERIOR WOODWORKA. Complete fabrication to maximum extent possible before shipment

to Project site. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting.

B. Backout or groove backs of flat trim members and kerf backs ofother wide, flat members, except for members with ends exposedin finished work.

C. Interior Standing and Running Trim for Transparent Finish: Premium grade, made from species as indicated on Drawings.

D. Interior Standing and Running Trim for Opaque Finish: Premiumgrade, made from any closed-grain hardwood.

E. Flush Wood Paneling for Transparent Finish: Premium grade.1. Wood Species: As indicated on Drawings.2. Matching of Adjacent Veneer Leaves: Book match, unless

otherwise indicated on Drawings.3. Veneer Matching within Panel Face: Center-balance match,

unless otherwise indicated on Drawings.4. Panel Matching: Match panels within each area by using

sequence-matched, uniform size-sets, unless otherwise indicated on Drawings.

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

G. Interior Ornamental Work for Opaque Finish: Premium grade, made from any closed-grain hardwood.

H. Wood Cabinets for Transparent Finish: Premium grade.1. AWI Type of Cabinet Construction: Flush overlay, unless

otherwise indicated on drawings.2. Wood Species and Cut for Exposed Surfaces: As indicated on

Drawings.3. Grain Direction: As indicated on Drawings.4. Matching of Veneer Leaves: Book match, unless 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 exposed surfaces.7. Drawer Sides and Backs: Solid-hardwood lumber, same

species indicated for exposed surfaces.8. Drawer Bottoms: Hardwood plywood.

I. Wood Cabinets for Opaque Finish: Premium grade.1. AWI Type of Cabinet Construction: Flush overlay, unless

otherwise indicated on drawings.2. Wood Species for Exposed Surfaces: Any closed-grain

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

fiberboard.4. Veneer Matching within Panel Face: Center-balance match.5. Semi-exposed Surfaces Other Than Drawer Bodies: Match

materials indicated for exposed surfaces.6. Drawer Sides and Backs: Solid-hardwood lumber.7. Drawer Bottoms: Hardwood plywood.

J. Plastic-Laminate Cabinets: Custom grade.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; vertical surfaces, VGS; Edges, PVCtape, 0.018 inch (0.460 mm) thick, matching laminate in color,pattern and finish; semiexposed surfaces, VGS.

3. Drawer Sides and Backs: Thermoset decorative panels.4. Drawer Bottoms: Thermoset decorative panels.

K. Plastic-Laminate Countertops: Custom grade.1. Laminate Grade: HGS for flat countertops, HGP for post-formed

countertops.2. Edge Treatment: Same as laminate cladding on horizontal

surfaces.L. Solid-Surfacing Material Countertops: Premium grade.

1. Solid-Surfacing Material Thickness: As indicated on Drawings.2. Fabricate tops in one piece with shop-applied backsplashes and

edges.3. Install integral sink bowls in countertops in shop.

1.5 SHOP FINISHING OF INTERIOR ARCHITECTURAL WOODWORKA. Finishes: Same grades as items to be finished.B. Finish architectural woodwork at the fabrication shop; defer only

final touch up until after installation.1. Apply one coat of sealer or primer to concealed surfaces of

woodwork. Apply two coats to back of paneling and to end-grain surfaces.

2. Apply a vinyl wash coat to woodwork made from closed-grainwood before staining and finishing.

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

C. Transparent and Opaque Finish: AWI finish system conversion varnish.

1.6 INSTALLATIONA. Before installation, condition woodwork to average prevailing

humidity conditions in installation areas.B. Install woodwork to comply with referenced quality standard for

grade specified.C. Install woodwork level, plumb, true, and straight. Shim as required

with concealed shims. Install level and plumb (including tops) to atolerance of 1/8 inch in 96 inches (3 mm in 2400 mm).

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

E. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Fasten with countersunk concealed fasteners and blind nailing. Use fine finishing nails or finishing screws for exposed nailing, countersunk and filled flush with woodwork.

F. Standing and Running Trim: Install with minimum number of joints possible, using full-length pieces (from maximum length oflumber available) to greatest extent possible. Do not use piecesless than 36 inches (900 mm) long, except where shorter single-length pieces are necessary. Scarf running joints and stagger in adjacent and related members.

G. Anchor paneling to supports with concealed panel-hanger clips and by blind nailing on back-up strips, splined-connection strips,and similar associated trim and framing.

H. Cabinets: Install so doors and drawers are accurately aligned. Adjust hardware to center doors and drawers in openings and toprovide unencumbered operation.1. Fasten wall cabinets through back, near top and bottom, at

ends and not more than 16 inches (400 mm) o.c. with No. 10 wafer-head screws sized for 1-inch (25-mm) penetration intowood framing, blocking, or hanging strips.

I. Anchor countertops securely to base units. Seal space betweenbacksplash and wall.

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 with requirements, available manufacturers offering products that may be incorporated into the Work 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 and inspectingagency acceptable to authorities having jurisdiction, based on testing at positive pressure according to NFPA 252 or UL 10C.1. At vertical exit enclosures and exit passageways, provide doors

that have a temperature rise rating of 450 deg F (250 deg C).C. Smoke-Control Door Assemblies: Comply with NFPA 105 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 from same material as doorface sheets.

E. Frames: ANSI A250.8; conceal fastenings unless otherwise indicated.1. Steel Sheet Thickness for Interior Doors: 0.042 inch (1.0 mm).2. Fabricate interior frames with mitered or coped and

continuously welded corners, unless otherwise indicated on Drawings.

3. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with reinforcement plates from same material as frames.

4. Frame Anchors: Not less than 0.042 inch (1.0 mm) thick.F. Glazing Stops: Nonremovable stops on outside of exterior doors

and on secure side of interior doors; screw-applied, removable, glazing stops on inside, 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 fusible links and

listed and labeled.H. Door Silencers: Three on strike jambs of single-door frames and

two on heads of double-door frames.I. Prepare doors and frames as required to receive mortised and

concealed hardware according to ANSI A250.6 and ANSI A115 Series standards.

J. Reinforce doors and frames to receive surface-applied hardware.K. Prime Finish: Manufacturer's standard, factory-applied coat of

lead- and chromate-free primer complying with ANSI/SDI A250.10acceptance criteria.

1.4 INSTALLATIONA. Install hollow metal frames to comply with ANSI/SDI A250.11.

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 and apply touchup of compatible air-drying rust-inhibitive primer.

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 having jurisdiction based on testing at positive pressure according to NFPA 252 or UL 10C.1. At vertical exit enclosures and exit passageways, provide doors

that have a temperature rise rating of 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 cores for doors with exit devices orprotection plates.

E. Fire-Protection-Rated Doors: Provide core specified or mineral core as needed to provide fire-protection rating indicated. Providethe following for mineral-core doors:1. Composite blocking where required to eliminate

through-bolting hardware.2. Laminated-edge construction.3. Formed-steel edges and astragals for pairs of doors.

1.3 FLUSH WOOD DOORSA. 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 lumber cores.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 that matches faces.

1.4 LOUVERS AND LIGHT FRAMESA. Louvers: Primed steel louvers, unless otherwise indicated on

Drawings.B. Light Frames: Wood beads of same species as door faces.

1. At fire-rated doors provide primed steel frames approved foruse in doors of fire-protection rating indicated.

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 is rated as follows for usein plenums as determined by testing identical products per "Erosion Test" and "Mold Growth and Humidity Test" described inUL 181, or on comparable tests from another standard acceptableto authorities having jurisdiction.1. Erosion Test Results: Insulation shows no visible evidence of

cracking, flaking, peeling, or delamination of interior surface ofduct assembly, after testing for 4 hours at 2500-fpm (13-m/s)air velocity.

2. Mold Growth and Humidity Test Results: Insulation shows noevidence of mold growth, delamination, or other deteriorationdue to the effects of high humidity, after inoculation with Chaetomium globosium on all surfaces and storing for 60 daysat 100 percent relative humidity in the dark.

1.3 QUALITY ASSURANCEA. Fire-Test-Response Characteristics: Provide insulation and

related materials with the fire-test-response characteristics indicated, as determined by testing identical products per ASTM E84 for surface-burning characteristics and other methods indicatedwith product, by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting agency.

1.4 GLASS-FIBER BLANKET INSULATIONA. Available Manufacturers: Subject to compliance with

requirements, manufacturers offering products that may be incorporated into the Work include, but are not 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 maximum flame-spread and smoke-developed indexes of 25 and50, respectively; passing ASTM E 136 for combustion characteristics.

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

perforated galvanized carbon-steel sheet, 0.030 inch (0.762 mm)thick by 2 inches (50 mm) square, welded to projecting copper-coated steel spindle 0.105 inch (2.67 mm) in diameter andof length capable of holding insulation of thickness indicated securely in position with 1-1/2-inch- (38-mm-) square or diameterself-locking washers complying with the following requirements:1. Insulation-Retaining Washers: Self-locking washers formed

from 0.016-inch- (0.41-mm-) thick galvanized steel sheet, withbeveled edge for increased stiffness.

2. Where anchors are located in ceiling plenums, protect ends with capped self-locking washers incorporating a spring steelinsert to ensure permanent retention of cap.

1.6 INSTALLATION, GENERALA. Comply with insulation manufacturer's written instructions

applicable to products and application indicated.B. Install insulation that is undamaged, dry, and unsoiled and that has

not been left exposed at any time to ice, rain, and snow.C. Extend insulation in thickness indicated to envelop entire area to

be insulated. Cut and fit tightly around obstructions and fill voidswith insulation. Remove projections that interfere with placement.

D. For preformed insulating units, provide sizes to fit applications indicated and selected from manufacturer's standard thicknesses,widths, and lengths. Apply single layer of insulation units to produce thickness indicated unless multiple layers are otherwiseshown or required to make up total thickness.

1.7 INSTALLATION OF GENERAL BUILDING INSULATIONA. Install mineral-fiber insulation in cavities formed by framing

members according to the following requirements:1. Use insulation widths and lengths that fill the cavities formed by

framing members. If more than one length is required to fill cavity, provide lengths that will produce a snug fit between ends.

2. Place insulation in cavities formed by framing members to produce a friction fit between edges of insulation and adjoiningframing members.

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

4. Install eave ventilation troughs between roof framing membersin insulated attic spaces at vented eaves.

5. For metal-framed wall cavities where cavity heights exceed 96inches (2438 mm), support unfaced blankets mechanically andsupport faced blankets by taping flanges of insulation to flangesof metal studs.

B. Stuff glass-fiber loose-fill insulation into miscellaneous voids andcavity spaces where shown. Compact to approximately 40 percentof normal maximum volume equaling a density of approximately2.5 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 over suspended ceilings atpartitions in a width that extends insulation 48 inches (1219 mm)on either side of partition. SPECIFICATIONS

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RC / ST


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 to authorities having jurisdiction based on testing 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 bead flange.

B. Fire-Rated, Insulated, Flush Access Doors and Trimless Frames:Prime-painted steel, self-latching units 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 proper operation.

B. Install fire-rated access doors and panels according to NFPA 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 factory finished.

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

transparent finish with stain and manufacturer's standard finishcomplying with WDMA TR-4, conversion varnish for grade specifiedfor doors.1. Sheen: As indicated on Drawings.

E. If indicated on Drawings, factory finish doors indicated for opaquefinish with manufacturer's standard finish complying with WDMAOP-4, conversion varnish for grade specified for doors.1. Sheen: As indicated on Drawings.

1.6 INSTALLATIONA. Install doors to comply with manufacturer's written instructions

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 between pairs of doors.2. 1/8 inch (3.2 mm) from bottom of door to top of decorative floor

finish or covering.3. 1/4 inch (6.4 mm) from bottom of door to top of threshold.4. Comply with NFPA 80 for fire-rated doors.

C. Repair, refinish, or replace factory-finished doors damaged duringinstallation, 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 a testing and inspectingagency acceptable to authorities having jurisdiction for applications indicated. On exit devices provide label indicating "Fire Exit Hardware."

1.2 HARDWAREA. 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 door opening. Provide regular-arm, parallel-arm, or top-jamb-mounted closers as necessary.

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

F. Provide wall stops or floor stops for doors without closers.G. Provide hardware finishes as indicated on Drawings.

1.3 INSTALLATIONA. Mount hardware in locations recommended by the Door and

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 manufacturers and organizations below, unless more stringent requirements are indicated.1. GANA Publications: GANA's "Laminated Glazing Reference

Manual" and GANA's "Glazing Manual."D. Safety Glazing Labeling: Where safety glazing labeling is indicated,

permanently mark glazing with certification label of the SGCC oranother certification agency acceptable to authorities having jurisdiction. Label shall indicate manufacturer's name, type of glass, thickness, and safety glazing standard with which glass complies.

1.2 GLASS PRODUCTSA. 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 with testing

requirements in 16 CFR 1201 for Category II materials.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 glazing sealant complyingwith ASTM C 920, Type S, Grade NS, Class 25, Use NT.

1.6 INSTALLATIONA. Comply with combined recommendations of manufacturers of

glass, sealants, gaskets, and other glazing materials, unless morestringent requirements are contained in GANA's "Glazing Manual."

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

C. Remove nonpermanent labels, and clean surfaces immediately 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 in assemblies per ASTM E 119 by an independent testing and inspecting agency acceptable toauthorities having jurisdiction.

B. STC-Rated Assemblies: Provide materials and construction identical to those tested in assemblies per ASTM E 90 and classified per ASTM E 413 by a qualified independent testing andinspecting agency.

1.3 METAL FRAMING AND SUPPORTSA. Steel Framing Members, General: ASTM C 754.

1. Steel Sheet Components: ASTM C 645. Thickness specified isminimum 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, or double strand of0.0475-inch- (1.21-mm-) diameter wire.

2. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, softtemper, 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 ACCESSORIESA. General: Comply with referenced installation standards.

1. Fasteners for Metal Framing: Of type, material, size, corrosionresistance, holding power, and other properties required to fasten steel members to substrates.

B. Acoustical Sealant for Concealed Joints: Nonsag, latex sealant complying with ASTM C 834.

1.5 INSTALLATIONA. Install steel framing to comply with ASTM C 754 and with

ASTM C 840 requirements that apply to framing installation and with United States Gypsum's "Gypsum Construction Handbook."1. Gypsum Plaster Assemblies: Also comply with ASTM C 841.2. Portland Cement Plaster Assemblies: Also comply with

ASTM C 1063.3. Gypsum Veneer Plaster Assemblies: Also comply with

ASTM C 844.B. Install supplementary framing, and blocking to support fixtures,

equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction.

C. Isolate steel framing from building structure, except at floor, to prevent transfer of loading imposed by structural movement.1. Where studs are installed directly against exterior walls, install

asphalt-felt or foam-gasket isolation strip between studs andwall.

D. Fire-Resistance-Rated Assemblies: Comply with requirements oflisted 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, provide materials and construction identical to thosetested 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 those tested in assemblyindicated according to ASTM E 90 and classified according toASTM E 413 by an independent testing agency.

1.3 INTERIOR GYPSUM BOARDA. General: Complying with ASTM C 36/C 36M or

ASTM 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 offering products that may be incorporated into the Work include, but are not limited to, thefollowing: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 otherwise indicated onDrawings.

D. Special Type X: Having improved fire resistance over standard Type X, and complying with requirements of fire-resistance-ratedassemblies indicated on Drawings.1. Thickness: As required by fire-resistance-rated assembly

indicated on Drawings.E. Flexible Type: Manufactured to bend to fit radii and to be more

flexible than standard regular-type gypsum board 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 produce greater resistance to surface indentation and through-penetration (impactresistance) than standard, regular-type and Type X gypsum board.1. Core: 5/8 inch (15.9 mm), Type X, unless otherwise indicated 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 otherwise indicated on

Drawings.1.4 TILE BACKING PANELS

A. Water-Resistant Gypsum Backing Board: ASTM C 630/C 630M orASTM C 1396/C 1396M.1. Available Manufacturers: Subject to compliance with

requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, thefollowing: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 otherwise indicated onDrawings.

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

a. Product: Subject to compliance with requirements, provide"DensShield Tile Guard" by G-P Gypsum or equal.

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

"DensArmor Plus Interior Guard" by G-P Gypsum.3. Core: 5/8 inch (15.9 mm), Type X, unless otherwise indicated 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 dimensionsindicated.1. Available Manufacturers: Subject to compliance with

requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, thefollowing:a. Fry Reglet Corp.b. Gordon, Inc.c. Pittcon Industries.

2. Aluminum: Alloy and temper with not less than the strength and durability properties of ASTM B 221 (ASTM B 221M),Alloy 6063-T5.

3. Finish: As indicated on Drawings.1.6 JOINT TREATMENT MATERIALS

A. 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: For each coat useformulation that is compatible with other compounds applied onprevious or for successive coats.1. Prefilling: At open joints and damaged surface areas, use

setting-type taping compound.2. Embedding and First Coat: For embedding tape and first coat

on joints, fasteners, and trim flanges, use drying-type, all-purpose compound.a. Use setting-type compound for installing paper-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, use high-build

interior coating product designed for application by airless sprayer and to be used instead of skim coat to produce Level 5finish.

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: As recommendedby backing panel manufacturer.

1.7 AUXILIARY MATERIALSA. General: Provide auxiliary materials that comply with referenced

installation standards and manufacturer's written recommendations.

B. Laminating Adhesive: Adhesive or joint compound recommendedfor directly adhering gypsum panels to continuous substrate.

C. Steel Drill Screws: ASTM C 1002, unless otherwise indicated.1. Use screws complying with ASTM C 954 for fastening panels to

steel members from 0.033 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 by combining thermosetting resins with mineral fibers manufactured from glass, slag wool, or rockwool.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 structural abutments, except floors. Provide 1/4- to1/2-inch- (6.4- to 12.7-mm-) wide spaces at these locations, andtrim edges with edge trim where edges of panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant.

1.9 APPLYING INTERIOR GYPSUM BOARDA. 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 fixtures and as indicated on Drawings.1.10 APPLYING TILE BACKING PANELS

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

B. Glass-Mat, Water-Resistant Backing Panel: Comply with manufacturer's written installation instructions 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 ACCESSORIESA. General: For trim with back flanges intended for fasteners, attach

to framing with same fasteners used for panels. Otherwise, attachtrim according to manufacturer's written instructions.

B. Control Joints: Install control joints according to ASTM C 840 andin specific locations approved by Architect for visual 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 on Drawings.1.12 FINISHING GYPSUM BOARD

A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads, surface defects, andelsewhere as required to 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 are specified in otherDivision 09 Sections.

E. Glass-Mat, Water-Resistant Backing Panels: Finish according tomanufacturer's written instructions.

1.13 PROTECTIONA. Protect installed products from damage from weather,

condensation, direct sunlight, construction, and other causes during remainder of the construction period.

B. Remove and replace panels that are wet, moisture damaged, andmold damaged.

1. Indications that panels are wet or moisture damaged include, butare not limited to, discoloration, sagging, or irregular shape.

2. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination 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 time of 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 material standards inANSI's "Specifications for the Installation of Ceramic Tile" that apply to materials and methods indicated.1. Thin-Set Mortar Type: Latex-portland cement.2. Grout Type: Polymer modified unless otherwise indicated.

1.4 INSTALLATIONA. Comply with TCA's "Handbook for Ceramic Tile Installation" for

TCA installation methods specified in tile installation schedules.Comply with parts of ANSI A108 Series "Specifications for Installation of Ceramic Tile" that are referenced in TCA installationmethods, specified in tile installation schedules, and apply to typesof setting and grouting materials used.1. For installations indicated below, follow procedures in ANSI's

"Specifications for the Installation of Ceramic Tile" for providing95 percent mortar 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 marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, orbuilt-in items for straight aligned joints. Fit tile closely to electrical outlets, 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 samesize.

D. Where indicated, prepare substrates to receive waterproofing byapplying a reinforced mortar bed that complies with ANSI A108.1Aand is sloped 1/4 inch 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 determine that 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-set mortar).2. Over Metal Studs or Furring: TCA W243 (thin-set mortar on

gypsum board).3. Bathtub Wall Installations, Metal Studs or Furring: TCA B413

with thin-set mortar (thin-set mortar on water-resistant gypsum board).

4. Bathtub/Shower Wall Installations, Metal Studs or Furring: TCA B419 with thin-set mortar (thin-set mortar on glass-mat,water-resistant backer board).

5. Shower Receptor and Wall Installations, Concrete or Masonry:TCA B421 (thin-set mortar over waterproof membrane).

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

SPECIFICATIONS

RICHARD R. CLARK

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SHEET TITLE

REVISION

PROJECT

SEAL

SHEET DISCLAIMER

ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



DECEMBER 22, 2008

08318-007







PROJECT NUMBER

RC / ST


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 type installed, packaged withprotective covering for storage.

1.2 WALL COVERING < WLC >A. Products:

1. As indicated on Drawings.B. Surface-Burning Characteristics: Flame-spread and

smoke-developed indexes of not more than 25 and 450, respectively, per ASTM E 84.

1.3 ACCESSORIESA. Adhesive: Mildew-resistant, nonstaining, strippable adhesive, for

use with specific wall covering and substrate application, as recommended in writing by wall covering manufacturer.

B. Primer/Sealer: Mildew-resistant primer/sealer recommended inwriting by wall covering manufacturer for intended substrate.

1.4 INSTALLATIONA. Preparation:

1. Clean substrates of substances that could impair wall covering's bond, including mold, mildew, oil, grease, incompatible primers, and dirt.

2. Prepare substrates to achieve a smooth, dry, clean surface freeof flaking, unsound coatings, cracks, and defects.

3. Moisture Content: Maximum of 5 percent on new plaster, concrete, and concrete masonry units when tested with an electronic moisture meter.

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

susceptible to pigment bleeding. Sand gloss, semigloss, andeggshell finishes with fine sandpaper.

6. Acclimatize wall covering materials by removing them from packaging in the installation areas not less than 24 hours before installation.

B. Install seams vertical and plumb, with no horizontal seams.C. Match pattern 72 inches (1830 mm) above finish floor.D. Remove excess adhesive at finished seams, perimeter edges, and

adjacent surfaces using cleaning methods recommended by wallcovering manufacturer. Replace strips that cannot be cleaned.

SECTION 099100 - PAINTING

1.1 SECTION REQUIREMENTSA. Submittals:

1. Product Data. Include printout of MPI's "MPI Approved Products List" with product highlighted.

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, in containers, properly labeled and sealed.

1.2 PAINT < PNT >A. MPI Standards: Provide materials that comply with MPI standards

indicated and listed in its "MPI Approved Products List."B. Material Compatibility: Provide materials that are compatible with

one another and with substrates.1. For each coat in a paint system, provide products recommended

in writing by manufacturers of topcoat for use in paint systemand on substrate indicated.

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

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

B. Remove hardware, lighting fixtures, and similar items that are notto be painted. Mask items that cannot be removed. Reinstall itemsin each area after painting is complete.

C. Clean and prepare surfaces in an area before beginning painting inthat area. Schedule painting so cleaning operations will not damage newly painted surfaces.

1.4 APPLICATIONA. Comply with recommendations in MPI's "MPI Architectural

Painting Specification Manual" applicable to substrates indicated.B. Paint exposed surfaces, new and existing, unless otherwise

indicated.1. Paint surfaces behind movable equipment and furniture same

as similar exposed surfaces.2. Paint surfaces behind permanently fixed equipment or 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 labels unless otherwise indicated.C. Apply paints according to manufacturer's written instructions.

1. Use brushes where the use of other applicators is not practical.2. Use rollers for finish coat on interior walls and ceilings.

D. Apply paints to produce surface films without cloudiness, spotting,holidays, laps, brush marks, roller tracking, runs, sags, ropiness,or other surface imperfections. Cut in sharp lines and color breaks.1. If undercoats or other conditions show through topcoat, apply

additional coats until cured film has a uniform paint finish, color, and appearance.

E. Apply stains and transparent finishes to produce surface films without color irregularity, cloudiness, holidays, lap marks, brushmarks, runs, ropiness, or other imperfections. Use multiple coatsto produce a smooth surface film of even luster.

1.5 INTERIOR PAINT APPLICATION SCHEDULEA. 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 for aluminum: MPIINT 5.4H.

G. Dressed Lumber: Including architectural woodwork and 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 814 for fire-resistance ratingof walls where they are installed.

1.2 FIRE EXTINGUISHER CABINETS < FEC >A. Fire Extinguisher Cabinets:


1.3 INSTALLATIONA. Install cabinets at 54 inches (1372 mm) above finished floor to top

of cabinet.B. Install Fire Extinguiser and Mounting Bracket < PFE > in each

cabinet.C. Fire-Rated Hose or Valve Cabinets: Install cabinet with not more

than 1/16-inch (1.6-mm) tolerance between pipe OD and knockoutOD. Seal through penetrations with firestopping sealant.

D. Identification: Apply vinyl lettering at locations indicated.

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 of extinguisher.1. Manufacturers: Subject to compliance with requirements,

available manufacturers offering products that may be incorporated into the Work include, but are not limited to, thefollowing: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-rated 2-A:10-B:C, 5-lb(2.3-kg) nominal capacity, in enameled-steel container.

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

1.3 INSTALLATIONA. Install mounting brackets in locations indicated at 54 inches

(1372 mm) above finished floor to top of fire extinguisher.B. Install fire extinguishers in mounting brackets and cabinets where

indicated.

SECTION 122113 - HORIZONTAL LOUVER BLINDS

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

WCMA A 100.1.1.2 HORIZONTAL LOUVER BLINDS < HLB >


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 with permanently

lubricated moving parts.1.3 INSTALLATION

A. Install blinds level, plumb, and located not closer than 2 inches(51 mm) to interior face of glass.1. Flush Mounted: Install blinds with louver edges flush with

finish face of opening when slats are tilted open.2. Jamb Mounted: Install headrail flush with face of opening jamb

and head.3. Head Mounted: Install headrail on face of opening head.4. Recessed: Install headrail concealed within blind pocket.

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

SECTION 113100 - RESIDENTIAL APPLIANCES

1.1 SECTION REQUIREMENTSA. Submittals: Product Data.B. Regulatory Requirements: Comply with provisions of the following

product certifications:1. NFPA: Provide electrical appliances listed and labeled as

defined in NFPA 70, Article 100, by a testing agency acceptableto authorities having jurisdiction, and marked for intended use.

2. UL and NEMA: Provide electrical components required as partof residential appliances that are listed and labeled by UL andthat comply with applicable NEMA standards.

3. ANSI: Provide gas-burning appliances that comply withANSI Z21 Series standards.

4. NAECA: Provide residential appliances that comply with NAECA standards.

C. Energy Ratings: Provide appliances that qualify for the EPA/DOEENERGY STAR product labeling program.

1.2 RESIDENTIAL APPLIANCES < APP >A. Range:


B. Cooktop:1. Products:

a. As indicated on Drawings.C. Wall Oven:


D. Microwave Oven:1. Products:

a. As indicated on Drawings.E. Exhaust Hood:


F. Refrigerator/Freezer:1. Products:

a. As indicated on Drawings.G. Dishwasher:


H. Clothes Washer:1. Products:

a. As indicated on Drawings.I. Clothes Dryer:


J. Trash Compactor:1. Products:

a. As indicated on Drawings.1.3 INSTALLATION

A. Built-in Appliances: Securely anchor to supporting cabinetry or countertops with concealed fasteners. Verify that clearances areadequate for proper functioning and rough openings are completely concealed.

B. Freestanding Appliances: Place in final locations after finishes have been completed in each area. Verify that clearances are adequate to properly operate equipment.

C. Test each item of residential appliances to verify proper operation.Make necessary adjustments.

D. Verify that accessories required have been furnished and installed.

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 of resilient floor tile installed.

1.2 SOLID VINYL TILE < SVT >A. Products:

1. As indicated on Drawings.1.3 RUBBER FLOOR TILE < RFT >


1.4 VINYL COMPOSITION FLOOR TILE < VCT >A. Products:

1. As indicated on Drawings.1.5 LINOLEUM FLOOR TILE < LFT >


1.6 INSTALLATION ACCESSORIESA. Trowelable Leveling and Patching Compounds: Latex-modified,

portland cement- or blended hydraulic cement-based formulationprovided or approved by flooring manufacturer for applications indicated.

B. Adhesives: Water-resistant type recommended by manufacturerto suit resilient products and substrate conditions indicated.

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

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

substrates are dry and free of curing compounds, sealers, and hardeners.

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

C. Match tiles for color and pattern by selecting tiles from cartons insame sequence as manufactured and packaged. Lay tiles in patterns indicated on Drawings.

D. Floor Polish: Remove soil, visible adhesive, and surface blemishesfrom floor tile surfaces before applying liquid floor polish as recommended by manufacturer.1. Apply minimum number of coat(s) as recommended by

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 protectivecovering for storage.

1.2 CARPET TILE < TCP >.A. Products:

1. As indicated on Drawings.1.3 INSTALLATION

A. 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 carpet installed, packaged with protective covering for storage.

1.2 CARPET < CPT >A. Products:

1. As indicated on Drawings.1.3 INSTALLATION

A. 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 closed position. Bind or seal cut edges as recommended 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 base installed.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 blended hydraulic cement-based formulationprovided or approved by flooring manufacturer for applications indicated.

B. Adhesives: Water-resistant type recommended by manufacturerto suit products and substrate conditions.

C. Metal Edge Strips: Extruded aluminum with mill finish of width shown, of height required to protect exposed edges of tiles, and inmaximum available lengths to minimize running joints.

1.5 INSTALLATIONA. Prepare concrete substrates according to ASTM F 710. Verify that

substrates are dry and free of curing compounds, 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 other permanent fixtures in rooms or areas where base is required.

D. Install reducer strips at edges of floor coverings that would 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 in assemblies perASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction.

B. Seismic Standard: Provide acoustical tile ceilings designed and installed to withstand the effects of earthquake motions accordingto the following:1. CISCA's Recommendations for Acoustical Ceilings: Comply

with CISCA's "Recommendations for Direct-Hung Acoustical Tile and Lay-in Panel Ceilings - Seismic Zones 0-2."

2. CISCA's Guidelines for Systems Requiring Seismic Restraint:Comply with CISCA's "Guidelines for Seismic Restraint of Direct-Hung Suspended Ceiling Assemblies -Seismic Zones 3 & 4."

3. UBC Standard 25-2, "Metal Suspension Systems for AcousticalTile 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-dutystructural classification.

B. Attachment Devices: Size for 5 times the design load indicated inASTM C 635, Table 1, Direct Hung, unless otherwise indicated. Comply with seismic design requirements.

C. Wire Hangers, Braces, and Ties: Zinc-coated carbon-steel wire;ASTM A 641/A 641M, Class 1 zinc coating, soft temper.1. Size: Provide yield strength at least 3 times the hanger design

load (ASTM C 635, Table 1, Direct Hung), but not less than 0.106-inch- (2.69-mm-) diameter wire.

D. Seismic Struts: Manufacturer's standard product designed to accommodate seismic forces.

1.5 INSTALLATIONA. Ceiling Suspension System Installation: Comply with ASTM C 636

and CISCA's "Ceiling Systems Handbook."1. Fire-Rated Assembly: Install fire-rated ceiling systems

according to tested fire-rated design..B. Install acoustical tiles in coordination with suspension system and

exposed moldings and trim. Place splines or suspension systemflanges into kerfed edges so tile-to-tile joints are closed by doublelap of material.1. Fit adjoining tile to form flush, tight joints. Scribe and cut tile

for accurate fit at borders and around penetrations through tile.C. Arrange directionally patterned acoustical panels as indicated on

Drawings.

SPECIFICATIONS

RICHARD R. CLARK

A704