GENERAL NOTES VICINITY PLAN PROJECT CONTACTS …desaiparth.weebly.com/uploads/3/5/2/6/3526229/mathilda___maude.pdfthilda& Maude\Revit\140521_2885 Matilda & Maude_Sun nyvale_CA_parth.desai.rvt

$Page 1: GENERAL NOTES VICINITY PLAN PROJECT CONTACTS …desaiparth.weebly.com/uploads/3/5/2/6/3526229/mathilda___maude.pdfthilda& Maude\Revit\140521_2885 Matilda & Maude_Sun nyvale_CA_parth.desai.rvt$
1. GENERAL CONTRACTOR SHALL VISIT THE SITE, REVIEW THE BUILDING SHELLDRAWINGS AS SUBMITTED BY THE LANDLORD OR STARBUCKS SITE SURVEYOR,AND BECOME THOROUGHLY FAMILIAR WITH THE SITE CONDITIONS PRIOR TOBIDDING OR CONSTRUCTION.

2. GENERAL CONTRACTOR SHALL CONSULT WITH STARBUCKS CONSTRUCTIONMANAGER TO RESOLVE ANY CHANGES, OMISSIONS, OR PLAN DISCREPANCIESPRIOR TO BIDDING OR CONSTRUCTION.

3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL,COUNTY, STATE, AND FEDERAL CODES AND ORDINANCES.

4. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES.

5. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDINGCLEARANCES REQUIRED BY OTHER TRADES, AND NOTIFY STARBUCKSCONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO PROCEEDINGWITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF THE FINISHEDSURFACE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE TAKEN FROMDESIGNATED DATUM POINT. DO NOT SCALE DRAWINGS.

6. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WALLS,FLOORS, CEILINGS, OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAYBECOME DAMAGED DURING THE COURSE OF THE WORK.

7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS FORFIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS PRIORTO INSTALLATION OF SUCH SYSTEMS.

8. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTEAND DOCUMENT ALL CHANGES DURING CONSTRUCTION. THIS SET SHALL BEA PART OF THE GENERAL CONTRACTOR’S “STORE CLOSE-OUT PACKAGE” ASDESCRIBED IN THE CONSTRUCTION MANAGEMENT AGREEMENT.

9. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING DELIVERY OFMATERIALS FROM STARBUCKS CONTRACTED THIRD PARTY LOGISTICSDISTRIBUTION SERVICES AND VENDOR DIRECT SHIPMENTS. REFER TOCONSTRUCTION MANAGEMENT AGREEMENT FOR METHODS AND LEAD TIMES.

10. RESPONSIBILITY FOR SUPPLY AND DELIVERY OF MATERIALS ANDEQUIPMENT IS IDENTIFIED IN THE DRAWING SCHEDULE SHEETS UNDER THECOLUMN LABELED "RESPONSIBILITY".

11. FOR THE PURPOSE OF THE DOCUMENTS, TO “INSTALL”, SHALL MEAN TOPROVIDE ALL FASTENERS, MISCELLANEOUS HARDWARE, BLOCKING,ELECTRICAL CONNECTIONS, PLUMBING CONNECTIONS, AND OTHER ITEMSREQUIRED FOR A COMPLETE AND OPERATION INSTALLATION, UNLESSOTHERWISE NOTED.

12. ALL ITEM SUBSTITUTIONS MUST BE APPROVED BY THE STARBUCKSDESIGN MANAGER.

13. REFER TO ITEM CUTSHEETS FOR ADDITIONAL INFORMATION.

GENERAL NOTES VICINITY PLANMAILING

ADDRESS:

DESIGNMANAGER:

CONSTRUCTIONMANAGER:

ARCHITECT OFRECORD:

MEP CONSULTANTOF RECORD:

STARBUCKS COFFEE COMPANY2401 UTAH AVENUE SOUTHMS STOP: S-SD10SEATTLE, WASHINGTON 98134(206) 318-1575

MELISSA BODWAYSTARBUCKS COFFEE COMPANY60 SPEAR STREETSEVENTH FLOORSAN FRANCISCO, CA 94105(415) 537-7211 [email protected]

KAREN LEESTARBUCKS COFFEE COMPANY60 SPEAR STREETSEVENTH FLOORSAN FRANCISCO, CA 94105(415) 537-7186 [email protected]

SALAS O'BRIEN305 SOUTH 11TH STSAN JOSE, CA 95112(408) 282-1500 PHONE(408) 297-2995 FAX

ACIES ENGINEERING111 W. EVELYN AVESUITE 301SUNNYVALE, CA 94086(408) 522-5255 PHONE(408) 522-5260 FAX

PROJECT CONTACTS

INDEX OF SHEETSROOM SCHEDULE

3PL THIRD PARTY LOGISTICS

A/C AIR CONDITIONINGACT ACOUSTICAL CEILING TILEADJ ADJUSTABLEAFF ABOVE FINISHED FLOORAMP AMPEREARCH ARCHITECT

BOH BACK OF HOUSE

CAB CABINETCL CENTER LINECLG CEILINGCM CONSTRUCTION MANAGERCTR CENTERCX COMMISSIONINGCXA COMMISSIONING AGENT

DEG DEGREEDET DETAILDIA DIAMETERDIM DIMENSIONDM DESIGN MANAGERDN DOWN

EA EACHEL ELEVATIONEQ EQUALEXIST EXISTINGEXT EXTERIOR

FF&E "FURNITURE, FIXTURE, AND EQUIPMENT"FIO FURNISHED AND INSTALLED BY OWNERFLR FLOORFOH FRONT OF HOUSEFT FOOT/FEET

G GROUNDGC GENERAL CONTRACTOR

HC HOLLOW COREHDW HARDWAREHM HOLLOW METALHORIZ HORIZONTALHR HOURHT HEIGHTHVAC "HEATING, VENTILATING, AND AIR CONDITIONING"

ID INSIDE DIAMETER

LL LANDLORD

MAX MAXIMUMMEP "MECHANICAL, ELECTRICAL, AND PLUMBING"MFR MANUFACTURERMIN MINIMUM

NIC NOT IN CONTRACTNL NIGHT LIGHTNTS NOT TO SCALE

OC ON CENTEROD OUTSIDE DIAMETEROF/CI OWNER FURNISHED/CONTRACTOR INSTALLEDOF/OI OWNER FURNISHED/OWNER INSTALLED

PD PRODUCTION DESIGNERPLC PLACEPM PROJECT MANAGER

R RADIUSRCM RENOVATIONS CONSTRUCTION MANAGERREF REFERENCEREQ‘D REQUIREDREV REVISIONRND ROUND

SB STARBUCKSSC SOLID CORESF SQUARE FEETSHT SHEETSIM SIMILARSPEC SPECIFICATIONSQ SQUARE

TEMP TEMPORARYTYP TYPICAL

UON UNLESS OTHERWISE NOTED

VD VENDOR DIRECTVERT VERTICALVIF VERIFY IN FIELD

ABBREVIATIONS

PXXX-ES

XXXXX

X' XX"X

N NORTH ARROW

X'-XX" AFF

XXXX AFF

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION CALLOUT

DETAIL CALLOUT

REVISION TAG

DATUM POINT

PAINT TAG

DESIGN ID TAG

ABOVE FINISHED FLOORHEIGHT TAG (IMPERIAL)

ABOVE FINISHED FLOORHEIGHT TAG (METRIC)

DIMENSION LINE FROMFINISH FACE TO FINISHFACE

REVISION CLOUD

ARCHITECTURAL SYMBOL LEGEND

X

XXXXX DOOR TAGD

XXXXX DESIGN ID TAGX

XXXXX WINDOW TAGW

CODE NOTES

C1 PD - NEIGHBORHOOD COMMERCIAL

B

CAFE

V-B

YES

4,828 SF

1329 SF

1 STORY

BAR 278 SF / 200 = 2WORKROOM 239 SF / 200 = 2SALES 249 SF / 30 = 9CAFE SEATING 380 SF / 15 = 26TOTAL OCCUPANT LOAD 39

2013 CALIFORNIA BUILDING CODE*2013 CALIFORNIA FIRE CODE*2010 CALIFORNIA ENERGY CODE**2013 CALIFORNIA PLUMBING CODE*2013 CALIFORNIA MECHANICAL CODE *2013 CALIFORNIA ELECTRICAL CODE*2013 CALIFORNIA GREEN BUILDING CODE*

* = WITH CITY OF SUNNYVALE AMENDMENTS** = 2013 ENERGY CODE ADOPTED JULY 2014

ZONING:

OCCUPANCY:

USE:

TYPE OF CONSTRUCTION:

SPRINKLERS:

BUILDING AREA:

TENANT AREA:

BUILDING HEIGHT:

OCCUPANT LOAD:

APPLICABLE CODES:

PARCEL NUMBER:

TENANT IMPROVEMENT OF A STARBUCKS CAFE INCLUDING MECHANICAL,PLUMBING AND ELECTRICAL IMPROVEMENTS.

REVISIONS TO FIRE SPRINKLER SYSTEM FOR TENANT IMPROVEMENT.

FIRE SPRINKLER PERMIT MUST BE OBTAINED PRIOR TO FRAMING INSPECTION.

BUILDING AND SITE SIGNAGE SHOWN FOR REFERENCE ONLY AND ARE NOTINCLUDED UNDER THE SCOPE OF THIS SUBMITTAL.

TENANT IMPROVEMENTS WHICH PROMULGATE MODIFICATIONS TO THE FIRESPRINKLER OR FIRE ALARM SYSTEM SHALL BE SUBMITTED TO THE FIREDEPARTMENT UNDER SEPARATE PERMIT PRIOR TO INSTALLATION.

PROVIDE PROOF OF 5 YEAR FIRE SPRINKLER MAINTENANCE ANDCERTIFICATION.

DEFERRED SUBMITTALS

305 South 11th StreetSan Jose, CA 95112-2218

p. 408.282.1500 | f. 408.297.2995www.salasobrien.com

2401 Utah Avenue SouthSeattle, Washington 98134

(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:

Production Designer:

Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:

Starbucks CoffeeCompany

Architect of Record

RLEED AP:

C 2011 Starbucks Coffee Company

R

These Drawings and Specifications are confidentialand shall remain the sole property of Starbucks

Corporation, which is the owner of the copyright inthis work. They shall not be reproduced (in wholeor in part), shared with third parties or used in any

manner on other projects or extensions to thisproject without the prior written consent of

Starbucks Corporation. These drawings andspecifications are intended to express Design Intentfor a prototypical Starbucks store (which is subjectto change at anytime) and do not reflect actual siteconditions. Neither party shall have any obligationnor liability to the other (except as stated above)

until a written agreement is fully executed by bothparties.

Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

As indicated

6/15

/201

4 7:

42:2

8 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

G-0001

GENERALINFORMATION

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY

NAME AREA

BACKBAR 278 SFCAFE SEATING 380 SFRESTROOM 96 SFSALES 249 SFVESTIBULE 87 SFWORKROOM 239 SFGrand total 1329 SF

SHEET SHEET TITLE

GENERALG-0001 GENERAL INFORMATIONG-0010 DESIGN SPECIFICATIONSG-0011 DESIGN SPECIFICATIONSG-0012 DESIGN SPECIFICATIONSG-0013 DESIGN SPECIFICATIONSG-0100 ACCESSIBLILITY NOTESG-0101 ACCESSIBLE DETAILSG-0102 ACCESSIBLE DETAILS

ARCHITECTURALA-1001 ARCHITECTURAL SITE PLANA-2001 EXTERIOR ELEVATIONSA-3001 HEALTH DEPARTMENT PLAN

INTERIORSI-1101 DEMOLITION FLOOR PLANI-1102 DEMOLITION CEILING PLANI-1103 FLOOR PLANI-1104 PENETRATION PLANI-1105 FF AND E PLANI-1107 CASEWORK PLANI-1108 REFLECTED CEILING PLANI-1109 FLOOR FINISH PLANI-1111 WALL FINISH PLANI-2101 INTERIOR ELEVATIONSI-2102 INTERIOR ELEVATIONSI-4102 ENLARGED RESTROOM PLAN AND ELEVATIONSI-5001 DESIGN DETAILSI-5002 DESIGN DETAILSI-5003 DESIGN DETAILSI-6001 SCHEDULESI-6002 SCHEDULES

PLUMBINGP-0001 PLUMBING NOTESP-1101 PLUMBING DESIGNP-5001 PLUMBING DETAILSP-5002 PLUMBING DETAILS

MECHANICALM-0001 MECHANICAL NOTES

ELECTRICALE-0001 ELECTRICAL NOTESE-1102 ELECTRICAL DESIGNE-1103 LIGHTING DESIGNE-5001 ELECTRICAL DETAILSE-5002 ELECTRICAL DETAILS

_SurveySV-0001 PHOTO LOCATIONSSV-0002 PLANSV-0003 RCPSV-0004 RESTROOM COMPLIANCE

LEGAL DESCRIPTION

PROJECT DESCRIPTION

- IN PROGRESS

Revision ScheduleRev Date By Description1 Date 1 Revision 1

SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL1.1 SUMMARY

A. SALVAGING NONHAZARDOUS DEMOLITION AND CONSTRUCTION WASTE.B. RECYCLING NONHAZARDOUS DEMOLITION AND CONSTRUCTION WASTE.C. DISPOSING OF NONHAZARDOUS DEMOLITION AND CONSTRUCTION WASTE.

1.2 DEFINITIONSA. CONSTRUCTION WASTE: BUILDING AND SITE IMPROVEMENT MATERIALS

AND OTHER SOLID WASTE RESULTING FROM CONSTRUCTION, REMODELING,RENOVATION, OR REPAIR OPERATIONS. CONSTRUCTION WASTE INCLUDESPACKAGING.

B. DEMOLITION WASTE: BUILDING AND SITE IMPROVEMENT MATERIALSRESULTING FROM DEMOLITION OR SELECTIVE DEMOLITION OPERATIONS.

C. DISPOSAL: REMOVAL OFF-SITE OF DEMOLITION AND CONSTRUCTIONWASTE AND SUBSEQUENT SALE, RECYCLING, REUSE, OR DEPOSIT INLANDFILL OR INCINERATOR ACCEPTABLE TO AUTHORITIES HAVINGJURISDICTION.

D. RECYCLE: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE FORSUBSEQUENT PROCESSING IN PREPARATION FOR REUSE.

E. SALVAGE: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE ANDSUBSEQUENT SALE OR REUSE IN ANOTHER FACILITY.

F. SALVAGE AND REUSE: RECOVERY OF DEMOLITION OR CONSTRUCTIONWASTE AND SUBSEQUENT INCORPORATION INTO THE WORK.

1.3 PERFORMANCE REQUIREMENTSA. END-OF-PROJECT RATES FOR SALVAGE/RECYCLING: [50] [75] PERCENT.

1.4 ACTION SUBMITTALSA. WASTE MANAGEMENT PLAN: SUBMIT PLAN WITHIN 7 DAYS OF DATE

ESTABLISHED FOR COMMENCEMENT OF THE WORK.1. TYPES AND QUANTITIES OF DEMOLITION AND CONSTRUCTION

WASTE.2. TYPE OF WASTE AND WHETHER IT WILL BE SALVAGED, RECYCLED,

OR DISPOSED OF IN LANDFILL OR INCINERATOR.3. NET ADDITIONAL COST OR NET SAVINGS RESULTING FROM WASTE

MANAGEMENT PLAN.1.5 INFORMATION SUBMITTALS

A. WASTE REDUCTION PROGRESS REPORTS: CONCURRENT WITH EACHAPPLICATION FOR PAYMENT, SUBMIT REPORT INDICATING TYPE OF WASTEAND WHETHER IT HAS BEEN SALVAGED, RECYCLED, OR DISPOSED OF INLANDFILL OR INCINERATOR.

B. WASTE DISPOSAL RECORDS: INDICATE RECEIPT AND ACCEPTANCE OFWASTE MATERIAL BY ACCEPTING AND PROCESSING FACILITIES LICENSEDTO ACCEPT THEM. INCLUDE MANIFESTS, TYPE OF MATERIAL, WEIGHT ORVOLUME TICKETS, RECEIPTS, AND INVOICES.

C. LEED SUBMITTAL: CWM REPORTING TEMPLATE, TABULATING TOTALWASTE MATERIAL, QUANTITIES DIVERTED AND MEANS BY WHICH IT ISDIVERTED, AND STATEMENT THAT REQUIREMENTS FOR THE CREDIT HAVEBEEN MET.

1.6 RECYCLING WASTEA. RECYCLING INCENTIVES: REVENUES AND OTHER INCENTIVES FOR

RECYCLING WILL ACCRUE TO OWNER.END OF SECTION 017419

SECTION 018100 - SUSTAINABLE DESIGN REQUIREMENTS1.1 SUMMARY

A. THIS SECTION INCLUDES GENERAL REQUIREMENTS AND PROCEDURESFOR COMPLIANCE WITH CERTAIN U.S. GREEN BUILDING COUNCIL'S(USGBC) LEED PREREQUISITES AND CREDITS NEEDED FOR THE PROJECTTO OBTAIN LEED CERTIFICATION BASED ON [LEED 2009 FOR RETAIL:COMMERCIAL INTERIORS] [LEED 2009 FOR RETAIL: NEW CONSTRUCTION].1. OTHER LEED PREREQUISITES AND CREDITS NEEDED TO OBTAIN LEED CERTIFICATION ARE DEPENDENT ON MATERIAL SELECTIONS

AND MAY NOT BE SPECIFICALLY IDENTIFIED AS LEEDREQUIREMENTS. COMPLIANCE WITH REQUIREMENTS NEEDED TOOBTAIN LEED PREREQUISITES AND CREDITS MAY BE USED AS ONECRITERION TO EVALUATE SUBSTITUTION REQUESTS.

2. ADDITIONAL LEED PREREQUISITES AND CREDITS NEEDED TOOBTAIN THE INDICATED LEED CERTIFICATION ARE DEPENDENT ONTHE ARCHITECT'S DESIGN AND OTHER ASPECTS OF THE PROJECTTHAT ARE NOT PART OF THE WORK OF THE CONTRACT.

1.2 DEFINITIONSA. BASE BUILDING MATERIAL: MATERIALS PERMANENTLY ATTACHED TO THE

STRUCTURE. INCLUDES FINISHES AND PERMANENT CABINETS ANDCASEWORK.

B. CHAIN-OF-CUSTODY CERTIFICATES: CERTIFICATES SIGNED BYMANUFACTURERS CERTIFYING THAT WOOD USED TO MAKE PRODUCTSWAS OBTAINED FROM FORESTS CERTIFIED BY AN FSC-ACCREDITEDCERTIFICATION BODY TO COMPLY WITH FSC STD-01-001, "FSC PRINCIPLESAND CRITERIA FOR FOREST STEWARDSHIP." CERTIFICATES SHALLINCLUDE EVIDENCE THAT MANUFACTURER IS CERTIFIED FOR CHAIN OFCUSTODY BY AN FSC-ACCREDITED CERTIFICATION BODY.

C. REGIONALLY MANUFACTURED MATERIALS: MATERIALS THAT AREMANUFACTURED WITHIN A RADIUS OF 500 MILES (800 KM) FROM PROJECTSITE. MANUFACTURING REFERS TO THE FINAL ASSEMBLY OFCOMPONENTS INTO THE BUILDING PRODUCT THAT IS INSTALLED ATPROJECT SITE.

D. REGIONALLY EXTRACTED AND MANUFACTURED MATERIALS: REGIONALLYMANUFACTURED MATERIALS MADE FROM RAW MATERIALS THAT AREEXTRACTED, HARVESTED, OR RECOVERED WITHIN A RADIUS OF 500 MILES(800 KM) FROM PROJECT SITE.

E. RECYCLED CONTENT: MATERIAL THAT HAS BEEN BROKEN DOWN ANDRECONSTITUTED INTO NEW MATERIAL. THE RECYCLED CONTENT VALUEOF A MATERIAL ASSEMBLY SHALL BE DETERMINED BY WEIGHT. THERECYCLED FRACTION OF THE ASSEMBLY IS THEN MULTIPLIED BY THECOST OF ASSEMBLY TO DETERMINE THE RECYCLED CONTENT VALUE.1. "POST-CONSUMER" MATERIAL IS DEFINED AS WASTE MATERIAL

GENERATED BY HOUSEHOLDS OR BY COMMERCIAL, INDUSTRIAL,AND INSTITUTIONAL FACILITIES IN THEIR ROLE AS END USERS OFTHE PRODUCT, WHICH CAN NO LONGER BE USED FOR ITSINTENDED PURPOSE.

2. "PRE-CONSUMER" MATERIAL IS DEFINED AS MATERIAL DIVERTEDFROM THE WASTE STREAM DURING THE MANUFACTURINGPROCESS. EXCLUDED IS REUTILIZATION OF MATERIALS SUCH ASREWORK, REGRIND, OR SCRAP GENERATED IN A PROCESS ANDCAPABLE OF BEING RECLAIMED WITHIN THE SAME PROCESS THATGENERATED IT.

F. RESOURCE REUSE: MATERIAL THAT HAS BEEN KEPT INTACT ANDREPURPOSED TO A NEW USE ON THE SAME PROJECT SITE OR FOR THEORIGINAL OR NEW USE ON A DIFFERENT PROJECT SITE. FURNITURE MAYBE REPURPOSED FOR THE ORIGINAL USE ON THE SAME PROJECT SITE.

1.3 SUBMITTALSA. GENERAL: SUBMIT ADDITIONAL LEED SUBMITTALS REQUIRED BY OTHER

SPECIFICATION SECTIONS.B. LEED DOCUMENTATION SUBMITTALS:

1. CREDIT MR 2: COMPLY WITH SECTION 017419 "CONSTRUCTIONWASTE MANAGEMENT AND DISPOSAL."

2. CREDIT MR 3: RECEIPTS FOR SALVAGED AND REFURBISHEDMATERIALS USED FOR PROJECT, INDICATING SOURCES ANDCOSTS FOR SALVAGED AND REFURBISHED MATERIALS.

3. CREDIT MR 4: PRODUCT DATA AND CERTIFICATION LETTER FROMPRODUCT MANUFACTURERS INDICATING PERCENTAGES BYWEIGHT OF POST-CONSUMER AND PRE-CONSUMER RECYCLEDCONTENT FOR PRODUCTS HAVING RECYCLED CONTENT. INCLUDESTATEMENT INDICATING MATERIAL COSTS FOR EACH PRODUCTHAVING RECYCLED CONTENT.

4. CREDIT MR 5: PRODUCT DATA INDICATING LOCATION OFMATERIAL MANUFACTURER FOR REGIONALLY MANUFACTUREDMATERIALS. INCLUDE STATEMENT INDICATING COST FOR EACHREGIONALLY MANUFACTURED MATERIAL AND FOR EACHIONALLY EXTRACTED AND MANUFACTURED MATERIAL.a. INCLUDE STATEMENT INDICATING DISTANCE FROM

MANUFACTURER TO PROJECT FOR EACH REGIONALLYMANUFACTURED MATERIAL.

b. INCLUDE STATEMENT INDICATING LOCATION OF ANDDISTANCE FROM PROJECT TO POINT OF EXTRACTION,HARVEST, OR RECOVERY FOR EACH RAW MATERIAL USEDIN REGIONALLY EXTRACTED AND MANUFACTUREDMATERIALS.

5. CREDIT MR 7: PRODUCT DATA AND CHAIN-OF-CUSTODYCERTIFICATES FOR PRODUCTS CONTAINING CERTIFIED WOOD.INCLUDE STATEMENT INDICATING COST FOR EACH CERTIFIEDWOOD PRODUCT.

6. CREDIT IEQ 3.1:a. CONSTRUCTION INDOOR-AIR-QUALITY MANAGEMENT PLAN.b. PRODUCT DATA FOR TEMPORARY FILTRATION MEDIA.c. PRODUCT DATA FOR FILTRATION MEDIA USED DURING

OCCUPANCY.d. CONSTRUCTION DOCUMENTATION: SIX PHOTOGRAPHS AT

THREE DIFFERENT TIMES DURING THE CONSTRUCTIONPERIOD, ALONG WITH A BRIEF DESCRIPTION OF THESMACNA APPROACH EMPLOYED, DOCUMENTINGIMPLEMENTATION OF THE INDOOR-AIR-QUALITYMANAGEMENT MEASURES, SUCH AS PROTECTION OFDUCTS AND ON-SITE STORED OR INSTALLED ABSORPTIVEMATERIALS.

7. CREDIT IEQ 3.2:a. SIGNED STATEMENT DESCRIBING THE BUILDING AIR FLUSH-

OUT PROCEDURES INCLUDING THE DATES WHEN FLUSH-OUT WAS BEGUN AND COMPLETED AND STATEMENT THATFILTRATION MEDIA WAS REPLACED AFTER FLUSH-OUT.

b. PRODUCT DATA FOR FILTRATION MEDIA USED DURINGFLUSH-OUT AND DURING OCCUPANCY.

8. CREDIT IEQ 4A: PRODUCT DATA FOR ADHESIVES AND SEALANTSUSED INSIDE THE WEATHERPROOFING SYSTEM INDICATING VOCCONTENT OF EACH PRODUCT USED.

9. CREDIT IEQ 4B: PRODUCT DATA FOR PAINTS AND COATINGS USEDINSIDE THE WEATHERPROOFING SYSTEM INDICATING VOC CONTENTOF EACH PRODUCT USED.

10. CREDIT IEQ 4D: PRODUCT DATA FOR PRODUCTS CONTAININGCOMPOSITE WOOD OR AGRIFIBER PRODUCTS OR WOOD GLUESINDICATING THAT THEY DO NOT CONTAIN UREA-FORMALDEHYDERESIN.

1.4 INFORMATIONAL SUBMITTALSA. LEED ACTION PLANS: PROVIDE PRELIMINARY SUBMITTALS WITHIN SEVEN

DAYS OF DATE ESTABLISHED FOR COMMENCEMENT OF THE WORKINDICATING HOW THE FOLLOWING REQUIREMENTS WILL BE MET:1. CREDIT MR 2: WASTE MANAGEMENT PLAN COMPLYING WITH

SECTION 017419 "CONSTRUCTION WASTE MANAGEMENT ANDDISPOSAL."

2. CREDIT IEQ 3.1: CONSTRUCTION INDOOR-AIR-QUALITYMANAGEMENT PLAN.

B. LEED PROGRESS REPORTS: CONCURRENT WITH EACH APPLICATION FORPAYMENT, SUBMIT REPORTS COMPARING ACTUAL CONSTRUCTION ANDPURCHASING ACTIVITIES WITH LEED ACTION PLANS FOR THE FOLLOWING:1. CREDIT MR 2: WASTE REDUCTION PROGRESS REPORTS COMPLYING

WITH SECTION 017419 "CONSTRUCTION WASTE MANAGEMENT ANDDISPOSAL."

END OF SECTION 018100

GENERAL CONDITIONSSECTION 014200 - REFERENCESPART 1 - GENERAL1.1 INDUSTRY STANDARDS

A. APPLICABILITY OF STANDARDS: UNLESS THE CONTRACT DOCUMENTSINCLUDE MORE STRINGENT REQUIREMENTS, APPLICABLE CONSTRUCTIONINDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF BOUNDOR COPIED DIRECTLY INTO THE CONTRACT DOCUMENTS TO THE EXTENTREFERENCED. SUCH STANDARDS ARE MADE A PART OF THE CONTRACTDOCUMENTS BY REFERENCE.

B. PUBLICATION DATES: COMPLY WITH STANDARDS IN EFFECT AS OF DATE OFTHE CONTRACT DOCUMENTS UNLESS OTHERWISE INDICATED.

C. COPIES OF STANDARDS: EACH ENTITY ENGAGED IN CONSTRUCTION ONPROJECT SHOULD BE FAMILIAR WITH INDUSTRY STANDARDS APPLICABLE TOITS CONSTRUCTION ACTIVITY. COPIES OF APPLICABLE STANDARDS ARE NOTBOUND WITH THE CONTRACT DOCUMENTS.1. WHERE COPIES OF STANDARDS ARE NEEDED TO PERFORM A

REQUIRED CONSTRUCTION ACTIVITY, OBTAIN COPIES DIRECTLYFROM PUBLICATION SOURCE.

1.2 ABBREVIATIONS AND ACRONYMSA. INDUSTRY ORGANIZATIONS: WHERE ABBREVIATIONS AND ACRONYMS ARE

USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALLMEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST.

ACI AMERICAN CONCRETE INSTITUTEAHA AMERICAN HARDBOARD ASSOCIATIONAITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTIONANSI AMERICAN NATIONAL STANDARDS INSTITUTEAPA APA - THE ENGINEERED WOOD ASSOCIATIONASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING AND

AIR-CONDITIONING ENGINEERSASTM ASTM INTERNATIONAL

(AMERICAN SOCIETY FOR TESTING AND MATERIALS INTERNATIONAL)AWI ARCHITECTURAL WOODWORK INSTITUTEAWPA AMERICAN WOOD PROTECTION ASSOCIATION

(FORMERLY: AMERICAN WOOD PRESERVERS' ASSOCIATION)CRI CARPET AND RUG INSTITUTE (THE)CRRC COOL ROOF RATING COUNCILCSA CANADIAN STANDARDS ASSOCIATIONCSA CSA INTERNATIONAL

(FORMERLY: IAS - INTERNATIONAL APPROVAL SERVICES)CSI CONSTRUCTION SPECIFICATIONS INSTITUTE (THE)ETL SEMCO INTERTEK ETL SEMCO

(FORMERLY: ITS - INTERTEK TESTING SERVICE NA)FM GLOBAL FM GLOBAL

(FORMERLY: FMG - FM GLOBAL)FSC FOREST STEWARDSHIP COUNCILHPVA HARDWOOD PLYWOOD & VENEER ASSOCIATIONISO INTERNATIONAL ORGANIZATION FOR STANDARDIZATIONITS INTERTEK TESTING SERVICE NA

(NOW ETL SEMCO)MFMA MAPLE FLOORING MANUFACTURERS ASSOCIATION, INC.MPI MASTER PAINTERS INSTITUTENFPA NFPA

(NATIONAL FIRE PROTECTION ASSOCIATION)NOFMA NOFMA: THE WOOD FLOORING MANUFACTURERS ASSOCIATION

(FORMERLY: NATIONAL OAK FLOORING MANUFACTURERSASSOCIATION)

OPL INTERTAKSDI STEEL DOOR INSTITUTESMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS'

NATIONAL ASSOCIATIONUL UNDERWRITERS LABORATORIES INC.USGBC U.S. GREEN BUILDING COUNCILWCLIB WEST COAST LUMBER INSPECTION BUREAUWI WOODWORK INSTITUTE (FORMERLY: WIC - WOODWORK INSTITUTE

OF CALIFORNIA)B. CODE AGENCIES: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN

SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEANTHE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST.

DIN DEUTSCHES INSTITUT FUR NORMUNG E.V.ICC INTERNATIONAL CODE COUNCILICC-ES ICC EVALUATION SERVICE, INC.C. FEDERAL GOVERNMENT AGENCIES: WHERE ABBREVIATIONS AND

ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACTDOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THEENTITIES IN THE FOLLOWING LIST.

EPA ENVIRONMENTAL PROTECTION AGENCYD. STANDARDS AND REGULATIONS: WHERE ABBREVIATIONS AND ACRONYMS

ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEYSHALL MEAN THE RECOGNIZED NAME OF THE STANDARDS AND REGULATIONSIN THE FOLLOWING LIST.

ADAAG AMERICANS WITH DISABILITIES ACT (ADA)ARCHITECTURAL BARRIERS ACT (ABA)ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIESAVAILABLE FROM U.S. ACCESS BOARD

CFR CODE OF FEDERAL REGULATIONSAVAILABLE FROM GOVERNMENT PRINTING OFFICE

E. STATE GOVERNMENT AGENCIES: WHERE ABBREVIATIONS AND ACRONYMSARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEYSHALL MEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWINGLIST.

CDHS CALIFORNIA DEPARTMENT OF HEALTH SERVICESCDPH CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, INDOOR AIR QUALITY

SECTIONEND OF SECTION 014200

SECTION 019113 - GENERAL COMMISSIONING REQUIREMENTS1.1 SUMMARY

A. COMMISSIONING TEAM:1. MEMBERS REPRESENTING CONTRACTOR, INCLUDING PROJECT

SUPERINTENDENT AND SUBCONTRACTORS, INSTALLERS, SUPPLIERS,AND SPECIALISTS.

2. MEMBERS REPRESENTING OWNER, INCLUDING COMMISSIONINGAGENT (CXA), FACILITY USER AND OPERATION AND MAINTENANCEPERSONNEL, AND ARCHITECT AND ENGINEERING DESIGNPROFESSIONALS.

B. CONTRACTOR'S RESPONSIBILITIES: CONTRACTOR SHALL ASSIGNREPRESENTATIVES WITH EXPERTISE AND AUTHORITY TO ACT ON ITSBEHALF AND SHALL SCHEDULE THEM TO PARTICIPATE IN AND PERFORMCOMMISSIONING PROCESS ACTIVITIES INCLUDING, BUT NOT LIMITED TO,THE FOLLOWING:1. INTEGRATE AND COORDINATE COMMISSIONING PROCESS ACTIVITIES

WITH CONSTRUCTION SCHEDULE.2. REVIEW AND ACCEPT COMMISSIONING CHECKLISTS AND PROCESS

TEST PROCEDURES PROVIDED BY THE COMMISSIONING AGENT (CXA).3. SUPPORT COMMISSIONING INSTALLATION REVIEW AND PROCESS

TEST PROCEDURES.4. EVALUATE INSTALLATION AND PERFORMANCE DEFICIENCIES

IDENTIFIED IN REPORTS AND, IN COLLABORATION WITH ENTITYRESPONSIBLE FOR SYSTEM AND EQUIPMENT INSTALLATION,RECOMMEND CORRECTIVE ACTION.

5. COOPERATE WITH THE COMMISSIONING TEAM FOR RESOLUTION OFISSUES RECORDED IN THE ISSUES LOG.

C. COMMISSIONING AGENT’S (CXA'S) RESPONSIBILITIES:1. ORGANIZE AND LEAD COMMISSIONING TEAM.2. PROVIDE AND MANAGE COMMISSIONING PLAN.3. PROVIDE PROJECT-SPECIFIC CHECKLISTS AND TEST PROCEDURES.4. WITNESS, PREPARE AND MAINTAIN COMPLETED INSTALLATION

VERIFICATION CHECKLISTS.5. WITNESS SYSTEMS, ASSEMBLIES, EQUIPMENT, AND COMPONENT

STARTUP.6. WITNESS, PREPARE, AND MAINTAIN COMPLETED FUNCTIONAL

TESTING CHECKLISTS.7. PREPARE AND MAINTAIN THE ISSUES LOG.8. COMPILE COMMISSIONING DOCUMENTS, RESULTS, AND

DEFICIENCIES; INCLUDE THEM IN THE SYSTEMS MANUAL ANDCOMMISSIONING SUMMARY REPORT.

9. REVIEW COMMISSIONING REPORT WITH COMMISSIONING TEAM ANDIMPLEMENT PLAN TO RESOLVE DEFICIENCIES.


GENERAL CONDITIONS (CONTINUED) GENERAL CONDITIONS (CONTINUED) GENERAL CONDITIONS (CONTINUED)

EXISTING CONDITIONSSECTION 024119 - SELECTIVE DEMOLITION1.1 SUMMARY

A. DEMOLITION AND REMOVAL OF [PORTIONS OF A BUILDING OR STRUCTURE][SELECTED SITE ELEMENTS].

B. HISTORIC ITEMS REMOVED AND SALVAGED FOR OWNER.1.2 SUBMITTALS

A. SCHEDULE OF SELECTIVE DEMOLITION ACTIVITIES: INDICATE THEFOLLOWING:1. DETAILED SEQUENCE OF SELECTIVE DEMOLITION AND REMOVAL

WORK, WITH STARTING AND ENDING DATES FOR EACH ACTIVITY.ENSURE OWNER'S [BUILDING MANAGER'S] [AND] [OTHER TENANTS']ON-SITE OPERATIONS ARE UNINTERRUPTED.

2. INTERRUPTION OF UTILITY SERVICES. INDICATE HOW LONG UTILITYSERVICES WILL BE INTERRUPTED.

3. COORDINATION FOR SHUTOFF, CAPPING, AND CONTINUATION OFUTILITY SERVICES.

4. USE OF ELEVATOR AND STAIRS.5. COORDINATION OF OWNER'S CONTINUING OCCUPANCY OF

PORTIONS OF EXISTING BUILDING AND OF OWNER'S PARTIALOCCUPANCY OF COMPLETED WORK.

1.3 PROJECT CONDITIONSA. OWNER WILL [NOT] OCCUPY PORTIONS OF BUILDING IMMEDIATELY

ADJACENT TO SELECTIVE DEMOLITION AREA.B. HAZARDOUS MATERIALS: UNKNOWN WHETHER HAZARDOUS MATERIALS WILL

BE ENCOUNTERED. IF ENCOUNTERED, OWNER WILL REMOVE HAZARDOUSMATERIALS UNDER A SEPARATE CONTRACT.

1.4 WARRANTYA. EXISTING WARRANTIES: <INSERT LIST OF EXISTING WARRANTIES AFFECTED

BY SELECTIVE DEMOLITION.>1.5 EXECUTION

A. UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS: MAINTAINED TOOCCUPIED FACILITIES.1. SHUT OFF: BY [OWNER] [BUILDING MANAGER] [CONTRACTOR].

B. SITE ACCESS AND TEMPORARY CONTROLS: MINIMUM INTERFERENCE WITHROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIEDAND USED FACILITIES

C. TEMPORARY FACILITIES: PROVIDE TEMPORARY BARRICADES AND OTHERPROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TOADJACENT BUILDINGS AND FACILITIES TO REMAIN.

D. TEMPORARY SHORING: PROVIDE AND MAINTAIN SHORING, BRACING, ANDSTRUCTURAL SUPPORTS AS REQUIRED TO PRESERVE STABILITY ANDPREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION ANDFINISHES TO REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLEDMOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED.

E. REMOVED AND SALVAGED ITEMS: CLEANED, CRATED, STORED, ANDTRANSPORTED TO OWNER'S [ON] [OFF]-SITE STORAGE AREA.

F. REMOVED AND REINSTALLED ITEMS: CLEANED, REPAIRED, CRATED,STORED, AND REINSTALLED.

G. EXISTING ITEMS TO REMAIN: EXISTING CONSTRUCTION PROTECTEDAGAINST DAMAGE.

H. DISPOSAL OF DEMOLISHED ITEMS:1. BURNING: NOT PERMITTED.2. DISPOSAL: COMPLY WITH REQUIREMENTS SECTION 017419

“CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL”.END OF SECTION 024119




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/15

/201

4 7:

42:2

8 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

G-0010

DESIGNSPECIFICATIONS

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY

Revision ScheduleRev Date By Description

SECTION 033000 - CAST-IN-PLACE CONCRETE1.1 SUMMARY

A. CAST-IN-PLACE CONCRETE, INCLUDING FORMWORK, REINFORCEMENT,CONCRETE MATERIALS, MIXTURE DESIGN, PLACEMENT PROCEDURES,AND FINISHES, FOR THE FOLLOWING:1. FOOTINGS.2. FOUNDATION WALLS.3. SLABS-ON-GRADE.

1.2 SUBMITTALSA. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.B. SHOP DRAWINGS:

1. REINFORCING: PLACING DRAWINGS THAT DETAIL FABRICATION,BENDING, AND PLACEMENT. INCLUDE BAR SIZES, LENGTHS,MATERIAL, GRADE, BAR SCHEDULES, STIRRUP SPACING, BENTBAR DIAGRAMS, BAR ARRANGEMENT, SPLICES AND LAPS,MECHANICAL CONNECTIONS, TIE SPACING, HOOP SPACING, ANDSUPPORTS FOR CONCRETE REINFORCEMENT.

2. SLAB LAYOUTS: DIMENSION LOCATIONS OF CONTROL,EXPANSION, AND CONSTRUCTION JOINTS. RELATE TO BUILDINGGRID LINES.

C. DESIGN MIXTURES: FOR EACH CONCRETE MIXTURE. SUBMIT ALTERNATEDESIGN MIXTURES WHEN CHARACTERISTICS OF MATERIALS, PROJECTCONDITIONS, WEATHER, TEST RESULTS, OR OTHER CIRCUMSTANCESWARRANT ADJUSTMENTS.1. INDICATE AMOUNTS OF MIXING WATER TO BE WITHHELD FOR

LATER ADDITION AT PROJECT SITE.D. CERTIFICATIONS: SUBMIT MILL CERTIFICATES FOR CEMENT,

AGGREGATES, AND REINFORCING.1.3 MATERIALS

A. STEEL REINFORCEMENT:1. REINFORCING BARS: DEFORMED.

a. MINIMUM RECYCLED CONTENT: 60%2. PLAIN-STEEL WELDED WIRE REINFORCEMENT: ASTM A 185,

PLAIN, FABRICATED FROM AS-DRAWN STEEL WIRE INTO FLATSHEETS.

B. CONCRETE MATERIALS:1. PORTLAND CEMENT: ASTM C 150, TYPE I, GRAY, SUPPLEMENT

WITH THE FOLLOWING:a. FLY ASH: ASTM C 618, CLASS F OR C.b. GROUND GRANULATED BLAST-FURNACE SLAG: ASTM

C989, GRADE 100 OR 120.2. AGGREGATE: NORMAL WEIGHT.3. WATER: ASTM C 94/C 94M.4. ADMIXTURES: PROVIDE ADMIXTURES CERTIFIED BY

MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURESAND THAT WILL NOT CONTRIBUTE WATER-SOLUBLE CHLORIDEIONS EXCEEDING THOSE PERMITTED IN HARDENED CONCRETE.DO NOT USE CALCIUM CHLORIDE OR ADMIXTURES CONTAININGCALCIUM CHLORIDE.a. AIR-ENTRAINMENT: ASTM C 260.b. WATER-REDUCING ADMIXTURE: ASTM C 494/C 494M,

TYPE A.c. HIGH-RANGE, WATER-REDUCING ADMIXTURE: ASTM

C494/C 494M, TYPE F.C. WATERSTOPS: FLEXIBLE RUBBER.D. PLASTIC VAPOR RETARDER: ASTM E 1745, CLASS A. INCLUDE

MANUFACTURER'S RECOMMENDED ADHESIVE OR PRESSURE-SENSITIVEJOINT TAPE.

E. CURING MATERIALS: WATERBORNE, MONOMOLECULAR FILM FORMING,MANUFACTURED FOR APPLICATION TO FRESH CONCRETE.

F. RELATED MATERIALS:1. EXPANSION- AND ISOLATION-JOINT-FILLER STRIPS ASTM D 1751,

ASPHALT-SATURATED CELLULOSIC FIBER OR ASTM D 1752, CORKOR SELF-EXPANDING CORK.

2. BONDING AGENT: ASTM C 1059/C 1059M, TYPE II,NON-REDISPERSIBLE, ACRYLIC EMULSION OR STYRENEBUTADIENE.

3. NON-SHRINK GROUTS: ASTM C 1107, GRADE B; NON-SHRINKNON-CATALYZED NATURAL AGGREGATE GROUT; MINIMUMCOMPRESSIVE STRENGTH OF 7000 PSI AT 28 DAYS; 25 TO 30SECOND FLOW WHEN TESTED IN ACCORDANCE WITH ASTM C 939AT 45 TO 90 DEGREES F; CEMENT GRAY IN COLOR

4. FORM RELEASE COATING: WATER BASED TYPE; VOC <150G/I;NOX-CRETE “UTILITY RELEASE. CRESSET CHEMICAL COMPANYCRETE 20_VOC,” OR APPROVED; NON STAINING.

G. REPAIR MATERIALS:1. REPAIR UNDERLAYMENT: CEMENT-BASED, POLYMER-MODIFIED,

SELF-LEVELING PRODUCT THAT CAN BE APPLIED IN THICKNESSESFROM 1/8 INCH (3.2 MM) AND THAT CAN BE FEATHERED AT EDGESTO MATCH ADJACENT FLOOR ELEVATIONS.a. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT OR

HYDRAULIC OR BLENDED HYDRAULIC CEMENT AS DEFINEDIN ASTM C 219.

b. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURERRECOMMENDED FOR SUBSTRATE, CONDITIONS, ANDAPPLICATION.

c. AGGREGATE: WELL-GRADED, WASHED GRAVEL, 1/8 TO1/4 INCH (3.2 TO 6 MM) OR COARSE SAND ASRECOMMENDED BY UNDERLAYMENT MANUFACTURER.

d. COMPRESSIVE STRENGTH: NOT LESS THAN 4100 PSI(29 MPA) AT 28 DAYS WHEN TESTED ACCORDING TOASTM C 109/C 109M.

2. REPAIR OVERLAYMENT: CEMENT-BASED, POLYMER-MODIFIED,SELF-LEVELING PRODUCT HAT CAN BE APPLIED IN THICKNESSESFROM 1/8 INCH (3.2 MM) AND THAT CAN BE FEATHERED AT EDGESTO MATCH ADJACENT FLOOR ELEVATIONS.a. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT OR

HYDRAULIC OR BLENDED HYDRAULIC CEMENT AS DEFINEDIN ASTM C 219.

b. PRIMER: PRODUCT OF TOPPING MANUFACTURERRECOMMENDED FOR SUBSTRATE, CONDITIONS, ANDAPPLICATION.

c. AGGREGATE: WELL-GRADED, WASHED GRAVEL, 1/8 TO1/4 INCH (3.2 TO 6 MM) OR COARSE SAND ASRECOMMENDED BY TOPPING MANUFACTURER.

d. COMPRESSIVE STRENGTH: NOT LESS THAN 5000 PSI(34.5 MPA) AT 28 DAYS WHEN TESTED ACCORDING TOASTM C 109/C 109M.

1.4 INSTALLATIONA. FLOOR AND SLAB FINISHES:

1. FLOAT: SURFACES TO RECEIVE TROWEL FINISH.2. TROWEL: SURFACES EXPOSED TO VIEW, AND SURFACES TO BE

COVERED WITH RESILIENT FLOORING, CARPET, CERAMIC ORQUARRY TILE SET OVER A CLEAVAGE MEMBRANE, PAINT, ORANOTHER THIN-FILM-FINISH COATING SYSTEM.

3. TROWEL AND FINE BROOM: SURFACES TO BE COVERED WITHCERAMIC OR QUARRY TILE INSTALLED BY EITHER THICKSET ORTHIN-SET METHOD.

4. BROOM: EXTERIOR CONCRETE PLATFORMS, STEPS, AND RAMPS.1.5 FIELD QUALITY CONTROL

A. TESTING: BY [OWNER] [CONTRACTOR]-ENGAGED AGENCY.B. INSPECTIONS: BY OWNER-ENGAGED SPECIAL INSPECTOR.


CONCRETE (CONTINUED)SECTION 033500 - CONCRETE FINISHING1.1 SUBMITTALS

A. QUALIFICATION DATA: FOR QUALIFIED APPLICATOR.B. MATERIAL CERTIFICATES.

1.2 FLOOR AND SLAB TREATMENTSA. VOC CONTENT: FLOOR TREATMENTS SHALL HAVE A VOC CONTENT OF 200 G/L

OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPAMETHOD 24).

B. UNPIGMENTED MINERAL DRY-SHAKE FLOOR HARDENER: FACTORY-PACKAGEDDRY COMBINATION OF PORTLAND CEMENT, GRADED QUARTZ AGGREGATE,AND PLASTICIZING ADMIXTURE.

C. PIGMENTED MINERAL DRY-SHAKE FLOOR HARDENER: FACTORY-PACKAGED,DRY COMBINATION OF PORTLAND CEMENT, GRADED QUARTZ AGGREGATE,COLOR PIGMENTS, AND PLASTICIZING ADMIXTURE. USE COLOR PIGMENTSTHAT ARE FINELY GROUND, NONFADING MINERAL OXIDES INTERGROUND WITHCEMENT.

1.3 LIQUID FLOOR TREATMENTSA. VOC CONTENT: LIQUID FLOOR TREATMENTS SHALL HAVE A VOC CONTENT OF

200 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D(EPA METHOD 24).

B. PENETRATING LIQUID FLOOR TREATMENT: CLEAR, CHEMICALLY REACTIVE,WATERBORNE SOLUTION OF INORGANIC SILICATE OR SILICONATE MATERIALSAND PROPRIETARY COMPONENTS; ODORLESS; THAT PENETRATES, HARDENS,AND DENSIFIES CONCRETE SURFACES.

C. PENETRATING LIQUID FLOOR TREATMENTS FOR POLISHED CONCRETE FINISH:CLEAR, WATERBORNE SOLUTION OF INORGANIC SILICATE OR SILICONATEMATERIALS AND PROPRIETARY COMPONENTS; ODORLESS; THAT PENETRATES,HARDENS, AND IS SUITABLE FOR POLISHED CONCRETE SURFACES.

1.4 INSTALLATIONA. DRY-SHAKE FLOOR HARDENER FINISH: AFTER INITIAL FLOATING, APPLY DRY-

SHAKE FLOOR HARDENER TO SURFACESB. PENETRATING LIQUID FLOOR TREATMENT: PREPARE, APPLY, AND FINISH

PENETRATING LIQUID FLOOR TREATMENT ACCORDING TO MANUFACTURER'SWRITTEN INSTRUCTIONS.

C. SEALING COAT: UNIFORMLY APPLY A CONTINUOUS SEALING COAT OF CURINGAND SEALING COMPOUND TO HARDENED CONCRETE BY POWER SPRAY ORROLLER ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS.

D. PROTECT LIQUID FLOOR TREATMENT FROM DAMAGE AND WEAR DURING THEREMAINDER OF CONSTRUCTION PERIOD. USE PROTECTIVE METHODS ANDMATERIALS, INCLUDING TEMPORARY COVERING, RECOMMENDED IN WRITINGBY LIQUID FLOOR TREATMENTS INSTALLER.


CONCRETE

SECTION 035416 - HYDRAULIC-CEMENT-BASED UNDERLAYMENT1.1 SUMMARY

A. HYDRAULIC-CEMENT-BASED UNDERLAYMENT FOR USE BELOW INTERIORFLOOR COVERINGS.

1.2 MATERIALSA. UNDERLAYMENT: HYDRAULIC-CEMENT-BASED, POLYMER-MODIFIED, SELF-

LEVELING PRODUCT THAT CAN BE APPLIED IN MINIMUM UNIFORM THICKNESSOF 1/4 INCH (6MM) AND THAT CAN BE FEATHERED AT EDGES TO MATCHADJACENT FLOOR ELEVATIONS.1. CEMENT BINDER: PORTLAND CEMENT, OR OTHER HYDRAULIC OR

BLENDED HYDRAULIC CEMENT.B. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER RECOMMENDED IN

WRITING FOR SUBSTRATE, CONDITIONS, AND APPLICATION INDICATED.1. PRIMER SHALL HAVE A VOC CONTENT OF 200 G/L OR LESS WHEN

CALCULATED ACCORDING TO 40 CFR 59, SUBPART D.END OF SECTION 035416

METALSSECTION 055000 - METAL FABRICATIONS1.1 SUMMARY

A. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICALEQUIPMENT.

B. STEEL FRAMING AND SUPPORTS FOR APPLICATIONS WHERE FRAMING ANDSUPPORTS ARE NOT SPECIFIED IN OTHER SECTIONS.

C. SHELF ANGLES.D. METAL BOLLARDS.

1.2 SUBMITTALSA. PRODUCT DATA: FOR THE FOLLOWING:

1. PAINT PRODUCTS.2. GROUT.3. ALL PREFABRICATED PRODUCTS.

B. SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION DETAILS FORMETAL FABRICATIONS.1. INCLUDE PLANS, ELEVATIONS, SECTIONS, AND DETAILS OF METAL

FABRICATIONS AND THEIR CONNECTIONS. SHOW ANCHORAGE ANDACCESSORY ITEMS.

2. PROVIDE TEMPLATES FOR ANCHORS AND BOLTS SPECIFIED FORINSTALLATION UNDER OTHER SECTIONS.

C. WELDING CERTIFICATES.1.3 PRODUCTS

A. MATERIALS: STEEL PLATES, SHAPES, AND BARS, STEEL PIPE, SLOTTEDCHANNEL FRAMING.1. LOW-EMITTING PRIMER: METAL PRIMER SHALL HAVE A VOC CONTENT

OF 200 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59,SUBPART D (EPA METHOD 24).

B. MISCELLANEOUS FRAMING AND SUPPORTS:1. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL

EQUIPMENT, APPLICATIONS WHERE FRAMING AND SUPPORTS ARENOT SPECIFIED IN OTHER SECTIONS.

2. GALVANIZE WHERE INDICATED.3. PRIME WITH ZINC-RICH PRIMER WHERE INDICATED.

a. ZINC-RICH PRIMER SHALL HAVE A VOC CONTENT OF 340 G/LOR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59,SUBPART D (EPA METHOD 24).

C. LOOSE STEEL LINTELS, GALVANIZED AT EXTERIOR WALLS.D. SHELF ANGLES, GALVANIZED.E. STEEL WELD PLATES AND ANGLES NOT SPECIFIED IN OTHER SECTIONS, FOR

CASTING INTO CONCRETE.F. METAL BOLLARDS: SCHEDULE 40 STEEL PIPE.


WOOD AND PLASTICSSECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY1.1 MATERIALS

A. WOOD PRODUCTS, GENERAL:1. MAXIMUM MOISTURE CONTENT OF LUMBER: [15 PERCENT]

[19 PERCENT].B. WOOD-PRESERVATIVE-TREATED MATERIALS:

1. PRESERVATIVE TREATMENT: AWPA U1; USE CATEGORY UC2.a. PRESERVATIVE CHEMICALS: CONTAINING NO ARSENIC OR

CHROMIUM. DO NOT USE INORGANIC BORON (SBX) FOR SILLPLATES.

2. APPLICATION: ITEMS INDICATED AND THE FOLLOWING:a. ITEMS IN CONTACT WITH ROOFING OR WATERPROOFING.b. ITEMS IN CONTACT WITH CONCRETE OR MASONRY.c. FRAMING LESS THAN 18 INCHES (460 MM) ABOVE GROUND IN

CRAWLSPACES.d. FLOOR PLATES INSTALLED OVER CONCRETE SLABS-ON-GRADE.

C. FIRE-RETARDANT-TREATED MATERIALS:1. EXTERIOR TYPE FOR EXTERIOR LOCATIONS AND WHERE INDICATED.2. INTERIOR TYPE A UNLESS OTHERWISE INDICATED.3. APPLICATION: ITEMS INDICATED AND THE FOLLOWING:

a. FRAMING FOR RAISED PLATFORMS.b. CONCEALED BLOCKING.c. ROOF FRAMING AND BLOCKING.d. ITEMS IN CONTACT WITH ROOFING.e. PLYWOOD BACKING PANELS.

D. FRAMING:1. NON-LOAD-BEARING INTERIOR PARTITIONS: CONSTRUCTION OR NO. 2

GRADE.E. MISCELLANEOUS LUMBER:

1. DIMENSION LUMBER: CONSTRUCTION OR NO. 2 GRADE.2. UTILITY SHELVING: 19 PERCENT MAXIMUM MOISTURE CONTENT.3. CONCEALED BOARDS: 19 PERCENT MAXIMUM MOISTURE CONTENT.

F. PLYWOOD BACKING PANELS: EXPOSURE 1, C-D PLUGGED [, FIRE-RETARDANTTREATED].

G. FASTENERS: HOT-DIP GALVANIZED STEEL WHERE EXPOSED TO WEATHER, INGROUND CONTACT, IN CONTACT WITH TREATED WOOD, OR IN AREA OF HIGHRELATIVE HUMIDITY.

H. METAL FRAMING ANCHORS:1. METAL: GALVANIZED STEEL; HOT-DIP HEAVY GALVANIZED STEEL FOR

WOOD-PRESERVATIVE-TREATED LUMBER AND WHERE INDICATED.I. ADHESIVES: ADHESIVES SHALL HAVE A VOC CONTENT OF 70 G/L OR LESS

WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24).1.2 INSTALLATION

A. FURRING TO RECEIVE PLYWOOD OR HARDBOARD PANELING: 1-BY-3-INCHNOMINAL-SIZE (19-BY-63-MM ACTUAL-SIZE) FURRING AT [24 INCHES (610 MM)][600 MM] O.C.

B. FURRING TO RECEIVE GYPSUM BOARD: 1-BY-2-INCH NOMINAL-SIZE (19-BY-38-MM ACTUAL-SIZE) FURRING AT [16 INCHES (406 MM)] [400 MM] O.C.


SECTION 064400 - PLASTIC PANELINGPART 1 - GENERAL1.1 SUMMARY

A. SECTION INCLUDES THE FOLLOWING:1. GLASS-FIBER REINFORCED PLASTIC (FRP) WALL PANELING.2. MOLDING, ADHESIVES, AND JOINT SEALANTS.

1.2 PLASTIC SHEET PANELINGA. GLASS-FIBER-REINFORCED PLASTIC PANELING: GELCOAT-FINISHED,

GLASS-FIBER REINFORCED PLASTIC PANELS COMPLYING WITH ASTM D 5319.1. LOW-EMITTING MATERIALS: PANELING SHALL COMPLY WITH THE

TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIADEPARTMENT OF HEALTH SERVICES' "STANDARD PRACTICE FOR THETESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUSSOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS."

2. NOMINAL THICKNESS: NOT LESS THAN 0.09 INCHES.3. COLOR: WHITE.4. MOLDING COLOR: WHITE.5. SURFACE FINISH: MOLDED PEBBLE TEXTURE.

B. UNREINFORCED POLYPROPYLENE PANELING: SOLID POLYPROPYLENEPANELS MADE FROM NO LESS THAN 80 PERCENT RECYCLED MATERIAL.1. LOW-EMITTING MATERIALS: PANELING SHALL COMPLY WITH THE

TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIADEPARTMENT OF PUBLIC HEALTH'S (FORMERLY, THE CALIFORNIADEPARTMENT OF HEALTH SERVICES') "STANDARD METHOD FOR THETESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICALEMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTALCHAMBERS."

2. NOMINAL THICKNESS: NOT LESS THAN 0.09 INCHES.3. COLOR: WHITE.4. MOLDING COLOR: WHITE.5. SURFACE FINISH: MOLDED PEBBLE TEXTURE.

1.3 ADHESIVESA. AS RECOMMENDED BY PLASTIC PANELING MANUFACTURER.

1. VOC LIMIT: 50 G/L1.4 ACCESSORIES

A. TRIM ACCESSORIES: MANUFACTURER'S STANDARD ONE-PIECE VINYLEXTRUSIONS DESIGNED TO RETAIN AND COVER EDGES OF PANELS.PROVIDE DIVISION BARS, INSIDE CORNERS, OUTSIDE CORNERS, AND CAPSAS NEEDED TO CONCEAL EDGES.1. COLOR: WHITE.


SECTION 064000 - INTERIOR ARCHITECTURAL WOODWORK1.1 SUMMARY

A. INTERIOR STANDING AND RUNNING TRIM.B. FLUSH WOOD PANELING AND WAINSCOTS.C. MELAMINE CABINETS.D. SOLID-SURFACING-MATERIAL COUNTERTOPS.E. CLOSET AND UTILITY SHELVING.

1.2 QUALITY ASSURANCEA. QUALITY STANDARD: AWI.

1.3 MATERIALSA. WOOD PRODUCTS: COMPLY WITH THE FOLLOWING:

1. HARDBOARD: AHA A135.4, MADE WITH BINDER CONTAINING NOUREA FORMALDEHYDE.

2. MEDIUM-DENSITY FIBERBOARD: ANSI A208.2, GRADE 130, MADEWITH BINDER CONTAINING NO UREA FORMALDEHYDE.

3. MOISTURE RESISTANT MEDIUM-DENSITY FIBERBOARD:ANSI A208.2, GRADE MD, MR50, MADE WITH BINDER CONTAININGNO UREA FORMALDEHYDE.

4. STRAW-BASED PARTICLEBOARD: ANSI A208.1, GRADE M-2,EXCEPT FOR DENSITY, MADE WITH ADHESIVE CONTAINING NOUREA FORMALDEHYDE.

5. SOFTWOOD PLYWOOD: DOC PS 16. VENEER-FACED PANEL PRODUCTS (HARDWOOD PLYWOOD):

HPVA HP-1, MADE WITH ADHESIVE CONTAINING NO UREAFORMALDEHYDE.

B. ADHESIVES, GENERAL: DO NOT USE ADHESIVES THAT CONTAINUREA FORMALDEHYDE.

C. VOC LIMITS FOR INSTALLATION ADHESIVES AND GLUES: USEINSTALLATION ADHESIVES THAT COMPLY WITH THE FOLLOWING LIMITSFOR VOC CONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59,SUBPART D (EPA METHOD 24):1. WOOD GLUES: 30 G/L.2. PANEL ADHESIVE: 50 G/L3. MULTIPURPOSE CONSTRUCTION ADHESIVE: 70 G/L4. CONTACT ADHESIVE: 80 G/L.

a. SPECIAL PURPOSE: 250 G/LD. CLOSET AND UTILITY SHELVING:

1. GRADE: ECONOMY.2. SHELF MATERIAL: 3/4 INCH (19 MM) THERMOSET DECORATIVE

PANEL WITH PVC OR POLYESTER EDGE BANDING.3. CLEATS: 3/4 INCH (19 MM) PANEL PRODUCT.

E. SHOP FINISHING:1. GRADE: SAME GRADE AS WOODWORK.2. EXTENT: ALL WOODWORK SHOP FINISHED.

1.4 INSTALLATIONA. SCRIBE AND CUT MILLWORK TO FIT ADJOINING WORK, REFINISH CUT

SURFACES, AND REPAIR DAMAGED FINISH AT CUTS.B. ANCHOR MILLWORK TO ANCHORS OR BLOCKING BUILT IN OR DIRECTLY

ATTACHED TO SUBSTRATES. SECURE WITH COUNTERSUNK,CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FORCOMPLETE INSTALLATION. USE FINE FINISHING NAILS OR FINISHINGSCREWS FOR EXPOSED FASTENING, COUNTERSUNK AND FILLED FLUSHWITH MILLWORK AND MATCHING FINAL FINISH IF TRANSPARENT FINISHIS INDICATED.

C. CABINETS: INSTALL WITHOUT DISTORTION SO DOORS AND DRAWERS FITOPENINGS PROPERLY AND ARE ACCURATELY ALIGNED. ADJUSTHARDWARE TO CENTER DOORS AND DRAWERS IN OPENINGS AND TOPROVIDE UNENCUMBERED OPERATION. COMPLETE INSTALLATION OFHARDWARE AND ACCESSORY ITEMS AS INDICATED.1. INSTALL CABINETS WITH NO MORE THAN 1/8 INCH IN 96 INCH

(3 MM IN 2400 MM) SAG, BOW, OR OTHER VARIATION FROM ASTRAIGHT LINE.

D. COUNTERTOPS: ANCHOR SECURELY BY SCREWING THROUGH CORNERBLOCKS OF BASE CABINETS OR OTHER SUPPORTS INTO UNDERSIDE OFCOUNTERTOP.1. ALIGN ADJACENT SOLID-SURFACING-MATERIAL COUNTERTOPS

AND FORM SEAMS TO COMPLY WITH MANUFACTURER'S WRITTENRECOMMENDATIONS USING ADHESIVE IN COLOR TO MATCHCOUNTERTOP. CAREFULLY DRESS JOINTS SMOOTH, REMOVESURFACE SCRATCHES, AND CLEAN ENTIRE SURFACE.

2. INSTALL COUNTERTOPS WITH NO MORE THAN 1/8 INCH IN 96 INCH(3 MM IN 2400 MM) SAG, BOW, OR OTHER VARIATION FROM ASTRAIGHT LINE.

3. SECURE COVED BACKSPLASHES TO TOPS PER MANUFACTURESFABRICATION MANUAL AND TO WALLS WITH ADHESIVE.

4. CALK SPACE BETWEEN BACKSPLASH AND WALL WITH SEALANTSPECIFIED IN DIVISION 7 SECTION "JOINT SEALANTS."


WOOD AND PLASTICS (CONTINUED)

SECTION 07841 - THROUGH-PENETRATION FIRESTOP SYSTEMS1.1 SUBMITTALS

A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.1.2 QUALITY ASSURANCE

A. INSTALLER QUALIFICATIONS: AN FM GLOBAL-APPROVED FIRESTOPCONTRACTOR OR A UL-QUALIFIED FIRESTOP CONTRACTOR.

B. FIRE-TEST-RESPONSE CHARACTERISTICS: TESTED PER ASTM E 814 BYQUALIFIED TESTING AND INSPECTING AGENCY.

1.3 PENETRATION FIRESTOPPINGA. PENETRATIONS IN FIRE-RESISTANCE-RATED WALLS: F-RATINGS PER

ASTM E 814 OR UL 1479.B. PENETRATIONS IN HORIZONTAL ASSEMBLIES: F- AND T-RATINGS PER

ASTM E 814 OR UL 1479:C. PENETRATIONS IN SMOKE BARRIERS: L-RATINGS PER UL 1479.D. W-RATINGS: PER UL 1479.E. VOC CONTENT OF INTERIOR SEALANTS: PROVIDE INTERIOR SEALANTS AND

SEALANT PRIMERS THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOCCONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D(EPA METHOD 24):1. SEALANTS: 250 G/L.2. SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 G/L.3. SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 G/L.

1.4 INSTALLATIONA. IDENTIFICATION: PREPRINTED METAL OR PLASTIC LABELS, PERMANENTLY

ATTACHED.1.5 FIELD QUALITY CONTROL

A. INSPECTION OF INSTALLED FIRESTOP SYSTEMS: BY OWNER-ENGAGEDAGENCY ACCORDING TO ASTM E 2174 REQUIREMENTS.


SECTION 078446 - FIRE-RESISTIVE JOINT SYSTEMS1.1 SUMMARY

A. FIRE-RESISTIVE JOINT SYSTEMS FOR THE FOLLOWING:1. JOINTS IN OR BETWEEN FIRE-RESISTANCE-RATED CONSTRUCTIONS.2. JOINTS AT EXTERIOR CURTAIN-WALL/FLOOR INTERSECTIONS.3. JOINTS IN SMOKE BARRIERS.

1.2 PERFORMANCE REQUIREMENTSA. FIRE-RESISTANCE RATINGS OF JOINT SYSTEMS IN AND BETWEEN FIRE-

RESISTANCE-RATED CONSTRUCTIONS: EQUALING OR EXCEEDING THEFIRE-RESISTANCE RATINGS OF CONSTRUCTION THAT THEY JOIN, [AND WITHMOVEMENT CAPABILITIES INDICATED] AS DETERMINED BY UL 2079.

1.3 SUBMITTALSA. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.

1.4 QUALITY ASSURANCEA. FIRE-TEST-RESPONSE CHARACTERISTICS: TESTED BY QUALIFIED TESTING

AND INSPECTING AGENCY.1.5 FIRE-RESISTIVE JOINT SYSTEMS

A. DESIGNATION SYSTEM FOR JOINTS IN OR BETWEEN FIRE-RESISTANCE-RATEDCONSTRUCTIONS: ALPHANUMERIC SYSTEMS LISTED IN UL'S "FIRERESISTANCE DIRECTORY" UNDER PRODUCT CATEGORY XHBN.

B. JOINTS IN OR BETWEEN FIRE-RESISTANCE-RATED CONSTRUCTION: EQUAL TOOR EXCEEDING THE FIRE-RESISTANCE RATING OF CONSTRUCTION THEY WILLJOIN.

C. JOINTS AT EXTERIOR CURTAIN-WALL/FLOOR INTERSECTIONS: EQUAL TO OREXCEEDING THE FIRE-RESISTANCE RATING OF THE FLOOR ASSEMBLY.

D. JOINTS IN SMOKE BARRIERS:1. L-RATING: NOT EXCEEDING 5.0 CFM/FT (0.00775 CU. M/S X M) OF JOINT

AT 0.30 INCH WG (74.7 PA) AT BOTH AMBIENT AND ELEVATEDTEMPERATURES.

E. EXPOSED FIRE-RESISTIVE JOINT SYSTEMS: PROVIDE PRODUCTS WITHFLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF LESS THAN 25 AND 450,RESPECTIVELY, AS DETERMINED PER ASTM E 84.

F. VOC CONTENT: FIRE-RESISTIVE JOINT SYSTEM SEALANTS SHALL COMPLYWITH THE FOLLOWING LIMITS FOR VOC CONTENT WHEN CALCULATEDACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24):1. ARCHITECTURAL SEALANTS: 250 G/L.2. SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 G/L.

G. SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 G/L.H. ACCESSORIES: FORMING MATERIALS AND OTHER COMPONENTS NEEDED

TO INSTALL FILL MATERIALS AND MAINTAIN RATINGS REQUIRED.END OF SECTION 078446

THERMAL AND MOISTURE PROTECTION 305 South 11th StreetSan Jose, CA 95112-2218



(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/15

/201

4 7:

42:2

9 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

G-0011


12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY


SECTION 079200 - JOINT SEALANTS1.1 MATERIALS

A. VOC CONTENT OF INTERIOR SEALANTS: PROVIDE INTERIOR SEALANTS ANDSEALANT PRIMERS THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOCCONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D(EPA METHOD 24):1. SEALANTS: 250 G/L.2. SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 G/L.3. SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 G/L.

B. SUITABILITY FOR CONTACT WITH FOOD: WHERE SEALANTS ARE INDICATEDFOR JOINTS THAT WILL COME IN REPEATED CONTACT WITH FOOD, PROVIDEPRODUCTS THAT COMPLY WITH 21 CFR 177.2600.

C. ELASTOMERIC JOINT SEALANTS: LIQUID APPLIED, CHEMICALLY CURING;ASTM C 920.1. MULTICOMPONENT NONSAG NEUTRAL-CURING SILICONE SEALANT

ES-1.2. SINGLE-COMPONENT MILDEW-RESISTANT NEUTRAL-CURING

SILICONE SEALANT ES-2.3. SINGLE-COMPONENT MILDEW-RESISTANT ACID-CURING SILICONE

SEALANT ES-3.4. SINGLE-COMPONENT MILDEW-RESISTANT ACID-CURING RTV

SILICONE SEALANT ES-4.5. MULTICOMPONENT NONSAG POLYUREA SEALANT ES-5.6. MULTICOMPONENT NONSAG POLYUREA FILLER ES-6.

D. LATEX SEALANT LS-1: COMPLY WITH ASTM C 834, TYPE P, GRADE NF.E. JOINT-SEALANT BACKING:

1.2 JOINT-SEALANT SCHEDULEA. JOINT-SEALANT APPLICATION JS-1: EXTERIOR HORIZONTAL NONTRAFFIC

AND TRAFFIC ISOLATION AND CONTRACTION JOINTS IN CAST-IN-PLACECONCRETE SLABS.1. JOINT SEALANT: ES-5.

B. JOINT-SEALANT APPLICATION JS-2: EXTERIOR PERIMETER JOINTS BETWEENWALL AND FRAMES OF DOORS AND WINDOWS.1. JOINT SEALANT: ES-1.

C. JOINT-SEALANT APPLICATION JS-3: EXTERIOR CONTROL AND EXPANSIONJOINTS IN HORIZONTAL TRAFFIC SURFACES OF BRICK PAVERS, CERAMICTILE, STONE PAVING UNITS, CONCRETE TILE.1. JOINT SEALANT: MULTICOMPONENT POURABLE POLYSULFIDE

SEALANT.2. JOINT-SEALANT COLOR: AS SELECTED BY ARCHITECT FROM

MANUFACTURER'S FULL RANGE.D. JOINT-SEALANT APPLICATION JS-4: INTERIOR PERIMETER JOINTS OF

EXTERIOR OPENINGS.1. JOINT SEALANT: ES-3.

E. JOINT-SEALANT APPLICATION JS-5: INTERIOR CERAMIC TILE EXPANSION,CONTROL, CONTRACTION, AND ISOLATION JOINTS IN HORIZONTAL TRAFFICSURFACES.1. JOINT SEALANT: ES-3.2. JOINT-SEALANT COLOR: AS NOTED.

F. JOINT-SEALANT APPLICATION JS-6: INTERIOR JOINTS BETWEEN PLUMBINGFIXTURES AND ADJOINING WALLS, FLOORS, AND COUNTERS.1. JOINT SEALANT: ES-3.2. JOINT-SEALANT COLOR: TRANSLUCENT.

G. JOINT-SEALANT APPLICATION JS-7: VERTICAL JOINTS ON EXPOSEDSURFACES OF INTERIOR PARTITIONS.1. JOINT SEALANT: ES-3.

H. JOINT-SEALANT APPLICATION JS-8: PERIMETER JOINTS BETWEEN INTERIORWALL SURFACES AND FRAMES OF INTERIOR DOORS, WINDOWS.1. JOINT SEALANT: ES-3.

I. JOINT-SEALANT APPLICATION JS-9: HVAC JOINTS.1. JOINT SEALANT: ES-2.2. JOINT-SEALANT COLOR: ALUMINUM.

J. JOINT-SEALANT APPLICATION JS-10: NON-POROUS MATERIAL TONON-POROUS MATERIAL.1. JOINT SEALANT: ES-4.2. JOINT-SEALANT COLOR: CLEAR.


THERMAL AND MOISTURE PROTECTION (CONT) DOORS AND WINDOWS (CONTINUED)

SECTION 081416 - FLUSH WOOD DOORS1.1 SUBMITTALS

A. PRODUCT DATA: FOR EACH TYPE OF DOOR INDICATED. INCLUDE DETAILSOF CORE AND EDGE CONSTRUCTION AND TRIM FOR OPENINGS.

B. SHOP DRAWINGS: INDICATE LOCATION, SIZE, AND HAND OF EACH DOOR;ELEVATION OF EACH KIND OF DOOR; CONSTRUCTION DETAILS NOTCOVERED IN PRODUCT DATA; LOCATION AND EXTENT OF HARDWAREBLOCKING; AND OTHER PERTINENT DATA.1. INDICATE DIMENSIONS AND LOCATIONS OF MORTISES AND HOLES

FOR HARDWARE.2. INDICATE DIMENSIONS AND LOCATIONS OF CUTOUTS.3. INDICATE REQUIREMENTS FOR VENEER MATCHING.4. INDICATE DOORS TO BE FACTORY FINISHED AND FINISH

REQUIREMENTS.5. INDICATE FIRE-PROTECTION RATINGS FOR FIRE-RATED DOORS.

C. WARRANTY: SAMPLE OF SPECIAL WARRANTY.1.2 QUALITY ASSURANCE

A. QUALITY STANDARD: AWI.1. AWI QUALITY CERTIFICATION LABELS OR AN AWI LETTER OF

LICENSING FOR DOORS.2. WI-CERTIFIED COMPLIANCE CERTIFICATE FOR DOORS AND

INSTALLATION.B. FIRE-RATED WOOD DOORS: POSITIVE PRESSURE TESTING.

1.3 DOOR CONSTRUCTION, GENERALA. LOW-EMITTING MATERIALS: MADE WITH ADHESIVES AND COMPOSITE WOOD

PRODUCTS THAT DO HAVE NO ADDED UREA FORMALDEHYDE.B. WDMA I.S.1-A PERFORMANCE GRADE: HEAVY DUTY UNLESS OTHERWISE

INDICATED.1.4 VENEERED-FACED DOORS FOR TRANSPARENT FINISH

A. INTERIOR SOLID-CORE DOORS:1. CORE: PARTICLEBOARD.2. CONSTRUCTION: FIVE OR SEVEN PLIES, BONDED.

1.5 PRIMING/FINISHINGA. SHOP PRIMING:

1. DOORS FOR OPAQUE FINISH: ONE COAT OF WOOD PRIMER.2. DOORS FOR TRANSPARENT FINISH: STAIN AND FIRST COAT OF

FINISH.B. FACTORY FINISHING: ALL DOORS.


SECTION 08331 - OVERHEAD COILING DOORS1.11.2 SUBMITTALS

A. PRODUCT DATA: FOR EACH TYPE AND SIZE OF OVERHEAD COILING DOORAND ACCESSORY. INCLUDE THE FOLLOWING:

B. SHOP DRAWINGS: FOR EACH INSTALLATION AND FOR SPECIAL COMPONENTSNOT DIMENSIONED OR DETAILED IN MANUFACTURER'S PRODUCT DATA.INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS, AND ATTACHMENTS TOOTHER WORK.1. DETAIL EQUIPMENT ASSEMBLIES AND INDICATE DIMENSIONS,

WEIGHTS, LOADS, REQUIRED CLEARANCES, METHOD OF FIELDASSEMBLY, COMPONENTS, AND LOCATION AND SIZE OF EACH FIELDCONNECTION.

C. SAMPLES FOR INITIAL SELECTION: MANUFACTURER'S FINISH CHARTSSHOWING FULL RANGE OF COLORS AND TEXTURES AVAILABLE FOR UNITSWITH FACTORY-APPLIED FINISHES.1. INCLUDE SIMILAR SAMPLES OF ACCESSORIES INVOLVING COLOR

SELECTION.D. SAMPLES FOR VERIFICATION: FOR EACH TYPE OF EXPOSED FINISH

REQUIRED, PREPARED ON SAMPLES OF SIZE INDICATED BELOW.1. CURTAIN SLATS: 12 INCHES (305 MM) LONG.2. BOTTOM BAR: 6 INCHES (150 MM) LONG.3. GUIDES: 6 INCHES (150 MM) LONG.4. BRACKETS: 6 INCHES (150 MM) SQUARE.5. HOOD: 6 INCHES (150 MM) SQUARE.

E. DELEGATED-DESIGN SUBMITTAL: FOR OVERHEAD COILING DOORS INDICATEDTO COMPLY WITH PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA,INCLUDING ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIEDPROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION.1. DETAIL FABRICATION AND ASSEMBLY OF SEISMIC RESTRAINTS.2. SUMMARY OF FORCES AND LOADS ON WALLS AND JAMBS.

F. QUALIFICATION DATA: FOR QUALIFIED INSTALLER.G. SEISMIC QUALIFICATION CERTIFICATES: FOR OVERHEAD COILING DOORS,

ACCESSORIES, AND COMPONENTS, FROM MANUFACTURER.H. MAINTENANCE DATA: FOR OVERHEAD COILING DOORS TO INCLUDE IN

MAINTENANCE MANUALS.1.3 PERFORMANCE REQUIREMENTS

A. OPERATION-CYCLE REQUIREMENTS: PROVIDE OVERHEAD COILING GRILLECOMPONENTS AND OPERATORS CAPABLE OF OPERATING FOR NOT LESSTHAN 50,000 CYCLES AND FOR 25 CYCLES PER DAY.

1.4 DOOR ASSEMBLYA. GENERAL: FABRICATE OVERHEAD COILING GRILLE CURTAIN CONSISTING OF

A NETWORK OF 5/16 INCH (8 MM) MINIMUM DIAMETER HORIZONTAL RODS, ORRODS COVERED WITH TUBE SPACERS, SPACED AS INDICATED.INTERCONNECT RODS BY VERTICAL LINKS APPROXIMATELY 5/8 INCH (16 MM)WIDE, SPACED AS INDICATED AND ROTATING ON RODS.1. SPACE RODS AT APPROXIMATELY 1-1/2 INCHES (38 MM) O.C.2. SPACE LINKS APPROXIMATELY 9 INCHES (228 MM) APART IN A

STRAIGHT IN-LINE PATTERN.3. ALUMINUM GRILLE CURTAIN: ASTM B 221(ASTM B 221M), ALLOY

AND TEMPER RECOMMENDED BY ALUMINUM PRODUCER ANDFINISHER FOR TYPE OF USE AND FINISH INDICATED.

B. HOOD: ALUMINUM.C. MANUAL DOOR OPERATOR.

1.5 INSTALLATIONA. FACTORY-AUTHORIZED REPRESENTATIVE TO [PERFORM STARTUP SERVICE

AND TESTING] [AND] [TRAIN OWNER'S PERSONNEL].END OF SECTION 08331

SECTION 08345 - DOUBLE ACTING SWING DOORSPART 1 - GENERAL1.1 SUMMARY

A. SECTION INCLUDES:1. SOLID-CORE DOUBLE ACTING SWING DOORS WITH PLASTIC

LAMINATE FACES.1.2 SUBMITTALS

A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. INCLUDECONSTRUCTION DETAILS, MATERIAL DESCRIPTIONS, COREDESCRIPTIONS, FIRE-RESISTANCE RATING, TEMPERATURE-RISERATINGS, AND FINISHES.

B. SHOP DRAWINGS: INCLUDE THE FOLLOWING:1. ELEVATIONS OF EACH DOOR DESIGN.2. DETAILS OF DOORS, INCLUDING VERTICAL AND HORIZONTAL

EDGE DETAILS AND METAL THICKNESSES.3. FRAME DETAILS FOR EACH FRAME TYPE, INCLUDING

DIMENSIONED PROFILES AND METAL THICKNESSES.4. LOCATIONS OF REINFORCEMENT AND PREPARATIONS FOR

HARDWARE.5. DETAILS OF ACCESSORIES.6. DETAILS OF MOLDINGS, REMOVABLE STOPS, AND GLAZING.

1.3 STANDARD DOUBLE ACTING SWING DOORSA. GENERAL: PROVIDE DOORS OF DESIGN INDICATED, NOT LESS THAN

THICKNESS INDICATED; FABRICATED WITH SMOOTH SURFACES,WITHOUT VISIBLE JOINTS OR SEAMS ON EXPOSED FACES UNLESSOTHERWISE INDICATED. COMPLY WITH ANSI/SDI A250.8.1. DESIGN: AS INDICATED.

B. CORE CONSTRUCTION: 3/4 INCH (19 MM) EXTERIOR GRADE SOLID WOODCORE MADE WITH ADHESIVES AND COMPOSITE WOOD PRODUCTS THATDO NOT CONTAIN UREA FORMALDEHYDE.1. VERTICAL EDGES FOR DOUBLE-ACTING DOORS: ROUND

VERTICAL EDGES WITH 2-1/8 INCH (54 MM) RADIUS.2. TOP AND BOTTOM EDGES: CLOSED WITH FLUSH OR INVERTED

0.042 INCH (1.0 MM) THICK, END CLOSURES OR CHANNELS OFSAME MATERIAL AS FACE SHEETS.

3. TOLERANCES: COMPLY WITH SDI 117, "MANUFACTURINGTOLERANCES FOR STANDARD STEEL DOORS AND FRAMES."

C. INTERIOR DOORS: FACE SHEETS FABRICATED FROM DECORATIVE HIGHPRESSURE LAMINATE. PROVIDE DOORS COMPLYING WITHREQUIREMENTS INDICATED BELOW BY REFERENCING ANSI/SDI A250.8FOR LEVEL AND MODEL AND ANSI/SDI A250.4 FOR PHYSICALPERFORMANCE LEVEL:1. LEVEL 1 AND PHYSICAL PERFORMANCE LEVEL C

(STANDARD DUTY).a. WIDTH: AS INDICATED ON DRAWINGS.

D. HARDWARE REINFORCEMENT: FABRICATE ACCORDING TOANSI/SDI A250.6 WITH REINFORCING PLATES OF 18 GAUGE STAINLESSSTEEL

E. FABRICATE CONCEALED STIFFENERS AND HARDWARE REINFORCEMENTFROM EITHER COLD- OR HOT-ROLLED STEEL SHEET.

1.4 STOPS AND MOLDINGSA. MOLDINGS FOR GLAZED LITES IN DOORS:

MINIMUM 0.032 INCH (0.8 MM) THICK.B. LOOSE STOPS FOR GLAZED LITES IN FRAMES:

MINIMUM 0.032 INCH (0.8 MM) THICK, FABRICATED FROM SAME MATERIALAS FRAMES IN WHICH THEY ARE INSTALLED.

1.5 STEEL FINISHESA. PRIME FINISH: APPLY MANUFACTURER'S STANDARD PRIMER

IMMEDIATELY AFTER CLEANING AND PRETREATING.1. SHOP PRIMER: MANUFACTURER'S STANDARD, FAST-CURING,

LEAD- AND CHROMATE-FREE PRIMER COMPLYING WITHANSI/SDI A250.10 ACCEPTANCE CRITERIA; RECOMMENDED BYPRIMER MANUFACTURER FOR SUBSTRATE; COMPATIBLE WITHSUBSTRATE AND FIELD-APPLIED COATINGS DESPITEPROLONGED EXPOSURE.

B. FACTORY-APPLIED PAINT FINISH: MANUFACTURER'S STANDARD,COMPLYING WITH ANSI/SDI A250.3 FOR PERFORMANCE ANDACCEPTANCE CRITERIA.

1.6 COLOR AND GLOSS: AS INDICATED BY MANUFACTURER'S DESIGNATIONS.END OF SECTION 08345

DOORS AND WINDOWS

SECTION 09216 - NON-LOAD-BEARING STEEL FRAMING1.1 SUMMARY

A. NON-LOAD-BEARING STEEL FRAMING MEMBERS FOR INTERIOR FRAMINGSYSTEMS.

1.2 MATERIALSA. STEEL FRAMING FOR FRAMED ASSEMBLIES:B. FRAMING MEMBERS, GENERAL: COMPLY WITH ASTM C 754 FOR CONDITIONS

INDICATED.1. STEEL SHEET COMPONENTS: COMPLY WITH ASTM C 645

REQUIREMENTS FOR METAL, UNLESS OTHERWISE INDICATED.2. PROTECTIVE COATING: COATING WITH EQUIVALENT CORROSION

RESISTANCE OF ASTM A 653/A 653M, G40 (Z120), HOT-DIPGALVANIZED, UNLESS OTHERWISE INDICATED.

1.3 STEEL FRAMING FOR FRAMED ASSEMBLIESA. SALVAGED MATERIAL: USE SALVAGED FRAMING MATERIALS WHENEVER

AVAILABLE.B. STEEL STUDS AND RUNNERS: ASTM C 645.

1. MINIMUM BASE-METAL THICKNESS: 0.033 INCH (0.84 MM) UNLESSOTHERWISE INDICATED ON DRAWINGS.

2. DEPTH: AS INDICATED ON DRAWINGS.C. DIMPLED STEEL STUDS AND RUNNERS:

1. MINIMUM BASE-METAL THICKNESS: 0.025 INCH (0.64 MM).2. DEPTH: AS INDICATED ON DRAWINGS.

D. SLIP-TYPE HEAD JOINTS: WHERE INDICATED, PROVIDE ONE OF THEFOLLOWING:1. SINGLE LONG-LEG RUNNER SYSTEM: ASTM C 645 TOP RUNNER

WITH 2 INCH (50.8 MM) DEEP FLANGES IN THICKNESS NOT LESSTHAN INDICATED FOR STUDS, INSTALLED WITH STUDS FRICTION FITINTO TOP RUNNER AND WITH CONTINUOUS BRIDGING LOCATEDWITHIN 12 INCHES (305 MM) OF THE TOP OF STUDS TO PROVIDELATERAL BRACING.

2. DOUBLE-RUNNER SYSTEM: ASTM C 645 TOP RUNNERS, INSIDERUNNER WITH 2 INCH (50.8 MM) DEEP FLANGES IN THICKNESS NOTLESS THAN INDICATED FOR STUDS AND FASTENED TO STUDS, ANDOUTER RUNNER SIZED TO FRICTION FIT INSIDE RUNNER.

3. DEFLECTION TRACK: STEEL SHEET TOP RUNNER MANUFACTUREDTO PREVENT CRACKING OF FINISHES APPLIED TO INTERIORPARTITION FRAMING RESULTING FROM DEFLECTION OF STRUCTUREABOVE; IN THICKNESS NOT LESS THAN INDICATED FOR STUDS ANDIN WIDTH TO ACCOMMODATE DEPTH OF STUDS.

E. COLD-ROLLED CHANNEL BRIDGING: 0.0538 INCH (1.37 MM) BARE-STEELTHICKNESS, WITH MINIMUM 1/2 INCH (12.7 MM) WIDE FLANGES.1. DEPTH: 1-1/2 INCHES (38.1 MM).2. CLIP ANGLE: NOT LESS THAN 1-1/2 BY 1-1/2 INCHES (38.1 BY

38.1 MM), 0.068 INCH (1.73 MM) THICK, GALVANIZED STEEL.F. HAT-SHAPED, RIGID FURRING CHANNELS: ASTM C 645.

1. MINIMUM BASE METAL THICKNESS: AS INDICATED ON DRAWINGS.2. DEPTH: AS INDICATED ON DRAWINGS.

G. COLD-ROLLED FURRING CHANNELS: 0.0538 INCH (1.37 MM) BARE-STEELTHICKNESS, WITH MINIMUM 1/2 INCH (12.7 MM) WIDE FLANGES.1. DEPTH: AS INDICATED ON DRAWINGS.2. FURRING BRACKETS: ADJUSTABLE, CORRUGATED-EDGE TYPE OF

STEEL SHEET WITH MINIMUM BARE-STEEL THICKNESS OF0.0312 INCH (0.79 MM).

3. TIE WIRE: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFTTEMPER, 0.0625 INCH (1.59 MM) DIAMETER WIRE, OR DOUBLESTRAND OF 0.0475 INCH (1.21 MM) DIAMETER WIRE.

H. Z-SHAPED FURRING: WITH SLOTTED OR NONSLOTTED WEB, FACE FLANGEOF 1-1/4 INCHES (31.8 MM), WALL ATTACHMENT FLANGE OF 7/8 INCH(22.2 MM), MINIMUM BARE-METAL THICKNESS OF 0.0179 INCH (0.45 MM), ANDDEPTH REQUIRED TO FIT INSULATION THICKNESS INDICATED.


SECTION 092900 - GYPSUM BOARD1.1 SUMMARY

A. INTERIOR GYPSUM BOARD.B. TILE BACKING PANELS.

1.2 SUBMITTALSA. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.B. SAMPLES: FOR THE FOLLOWING PRODUCTS:

1. TEXTURED FINISHES: MANUFACTURER'S STANDARD SIZE FOR EACHTEXTURED FINISH INDICATED AND ON SAME BACKING INDICATEDFOR WORK.

1.3 MATERIALSA. INTERIOR GYPSUM BOARD:

1. GENERAL: COMPLYING WITH ASTM C 36/C 36M ORASTM C 1396/C 1396M, AS APPLICABLE TO TYPE OF GYPSUM BOARDINDICATED AND WHICHEVER IS MORE STRINGENT.a. MUST BE CERTIFIED AS LOW EMITTING. CERTIFICATION

MUST BE BASED UPON THE CALIFORNIA DEPARTMENT OFHEALTH SERVICES' "STANDARD PRACTICE FOR THETESTING OF VOLATILE ORGANIC EMISSIONS FROMVARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTALCHAMBERS", INCLUDING 2004 ADDENDA OR AJURISDICTIONALLY RECOGNIZED STANDARD USINGVALENT TESTING METHODOLOGIES AND VOC THRESHOLDS.

2. TYPE X:a. THICKNESS: 5/8 INCH (15.9 MM).b. LONG EDGES: TAPERED.

3. MOISTURE- AND MOLD-RESISTANT TYPE: WITH MOISTURE- ANDMOLD-RESISTANT CORE AND SURFACES.a. CORE: 5/8 INCH (15.9 MM), TYPE X.b. LONG EDGES: TAPERED.c. MOLD RESISTANCE: ASTM D 3273, SCORE OF 10 AS RATED

ACCORDING TO ASTM D 3274.B. TILE-BACKING PANELS:

1. GLASS-MAT, WATER-RESISTANT BACKING BOARD:ASTM C 1178/C 1178M, WITH MANUFACTURER'S STANDARD EDGES.a. MUST BE CERTIFIED AS LOW EMITTING. CERTIFICATION

MUST BE BASED UPON THE CALIFORNIA DEPARTMENT OFHEALTH SERVICES' "STANDARD PRACTICE FOR THETESTING OF VOLATILE ORGANIC EMISSIONS FROMVARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTALCHAMBERS", INCLUDING 2004 ADDENDA OR AJURISDICTIONALLY RECOGNIZED STANDARD USINGEQUIVALENT TESTING METHODOLOGIES AND VOCTHRESHOLDS.

b. CORE: 5/8 INCH (15.9 MM), TYPE X.c. MOLD RESISTANCE: ASTM D 3273, SCORE OF 10 AS RATED

ACCORDING TO ASTM D 3274.2. CEMENTITIOUS BACKER UNITS: ANSI A118.9 AND

ASTM C 1288 OR 1325, WITH MANUFACTURER'S STANDARD EDGES.a. THICKNESS: [1/4 INCH (6.4 MM)] [AS INDICATED].b. MOLD RESISTANCE: ASTM D 3273, SCORE OF 10 AS RATED

ACCORDING TO ASTM D 3274.C. TRIM ACCESSORIES:

a. INTERIOR: CORNERBEAD.END OF SECTION 092900

FINISHES FINISHES (CONTINUED)SECTION 093000 - CERAMIC TILE1.1 SUMMARY

A. PAVER, GLAZED, AND WALL TILE.B. WATERPROOF MEMBRANE FOR THIN-SET TILE INSTALLATIONS.C. METAL EDGE STRIPS INSTALLED AS PART OF TILE INSTALLATIONS.

1.2 QUALITY ASSURANCEA. MOCKUPS FOR EACH FORM OF CONSTRUCTION.

1.3 MATERIALSA. GLAZED WALL TILE TRIM SHAPES: COVED BASE, BULLNOSE CAP.B. THRESHOLDS: SATIN ANODIZED ALUMINUM THRESHOLDS AND TRANSITION

STRIPS.1. BEVEL EDGES AT 1:2 SLOPE, WITH LOWER EDGE OF BEVEL ALIGNED

WITH OR UP TO 1/16 INCH (1.5 MM) ABOVE ADJACENT FLOORSURFACE. FINISH BEVEL TO MATCH TOP SURFACE OF THRESHOLD.LIMIT HEIGHT OF THRESHOLD TO 1/2 INCH (12.7 MM) OR LESS ABOVEADJACENT FLOOR SURFACE.

C. MORTAR: LATEX-PORTLAND CEMENTD. ELASTOMERIC SEALANTS: ONE-PART, MILDEW-RESISTANT SILICONE.

1. SEALANTS SHALL HAVE A VOC CONTENT OF [250] <INSERT VALUE>G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59,SUBPART D (EPA METHOD 24).

1.4 FLOOR TILE INSTALLATION SCHEDULEA. INTERIOR FLOORS ON CONCRETE: THIN-SET MORTAR.

1. TILE TYPE: UNGLAZED PAVER TILE.2. MORTAR: LATEX- PORTLAND CEMENT MORTAR BOND COAT.3. GROUT: POLYMER-MODIFIED UNSANDED 100% SOLIDS EPOXY

NON-SAGGING GROUT.B. INTERIOR FLOORS ON [WATERPROOF] [CRACK-SUPPRESSION] MEMBRANE

OVER CONCRETE AND WOOD: THIN-SET MORTAR.1. TILE TYPE: UNGLAZED PAVER TILE.2. MORTAR: LATEX- PORTLAND CEMENT MORTAR BOND COAT.3. GROUT: POLYMER-MODIFIED UNSANDED 100% SOLIDS EPOXY

NON-SAGGING GROUT.1.5 WALL TILE INSTALLATION SCHEDULE

A. INTERIOR WALLS OVER GLASS-MAT WATER-RESISTANT BACKER BOARD ORCEMENTITIOUS BACKER UNITS: THIN-SET MORTAR.1. TILE TYPE: [UNGLAZED CERAMIC MOSAIC] [GLAZED CERAMIC

MOSAIC] [GLAZED WALL] TILE.2. MORTAR: LATEX- PORTLAND CEMENT MORTAR.3. GROUT: POLYMER-MODIFIED UNSANDED GROUT.


SECTION 095113 - ACOUSTICAL PANEL CEILINGS1.1 SUMMARY

A. ACOUSTICAL PANELS AND EXPOSED SUSPENSION SYSTEMS.1.2 SUBMITTALS

A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.B. COORDINATION DRAWINGS: REFLECTED CEILING PLANS, DRAWN TO SCALE,

ON WHICH THE FOLLOWING ITEMS ARE SHOWN AND COORDINATED WITHEACH OTHER, BASED ON INPUT FROM INSTALLERS OF THE ITEMSINVOLVED:1. CEILING SUSPENSION SYSTEM MEMBERS.2. METHOD OF ATTACHING HANGERS TO BUILDING STRUCTURE.3. CEILING-MOUNTED ITEMS INCLUDING LIGHTING FIXTURES,

DIFFUSERS, GRILLES, SPEAKERS, SPRINKLERS, ACCESS PANELS,AND SPECIAL MOLDINGS.

C. SAMPLES FOR VERIFICATION: FOR EACH COMPONENT INDICATED AND FOREACH EXPOSED FINISH REQUIRED, PREPARED ON SAMPLES OF SIZEINDICATED BELOW.1. ACOUSTICAL PANEL: SET OF FULL-SIZE SAMPLES OF EACH TYPE,

COLOR, PATTERN, AND TEXTURE.2. EXPOSED SUSPENSION SYSTEM MEMBERS, MOLDINGS, AND TRIM:

SET OF 12 INCH (300 MM) LONG SAMPLES OF EACH TYPE, FINISH,AND COLOR.

D. QUALIFICATION DATA: FOR TESTING AGENCY.E. FIELD QUALITY-CONTROL TEST REPORTS.F. PRODUCT TEST REPORTS: BASED ON EVALUATION OF COMPREHENSIVE

TESTS PERFORMED BY A QUALIFIED TESTING AGENCY, FOR EACHACOUSTICAL PANEL CEILING.

G. MAINTENANCE DATA: FOR FINISHES TO INCLUDE IN MAINTENANCEMANUALS.

1.3 QUALITY ASSURANCEA. ACOUSTICAL PANEL QUALITY STANDARD: ASTM E 1264.B. METAL SUSPENSION SYSTEM QUALITY STANDARD: ASTM C 635.

1.4 MATERIALSA. ACOUSTICAL CEILING PANELS GENERAL: MUST BE CERTIFIED AS LOW

EMITTING. CERTIFICATION MUST BE BASED UPON THE CALIFORNIADEPARTMENT OF HEALTH SERVICES' "STANDARD PRACTICE FOR THETESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USINGSMALL-SCALE ENVIRONMENTAL CHAMBERS", INCLUDING 2004 ADDENDA OR AJURISDICTIONALLY RECOGNIZED STANDARD USING EQUIVALENT TESTINGMETHODOLOGIES AND VOC THRESHOLDS.

B. ACOUSTICAL CEILING PANELS WASHABLE1. CLASSIFICATION: TYPE IV, MINERAL BASE WITH MEMBRANE-FACED

OVERLAY; FORM 2, WATER FELTED; WITH VINYL OVERLAY ON FACE;PATTERN G (SMOOTH).

2. COLOR: AS INDICATED ON DRAWINGS.3. THICKNESS: 5/8 INCH (15 MM).4. MODULAR SIZE: 24 BY 48 INCHES (610 BY 1220 MM).5. BROAD SPECTRUM ANTIMICROBIAL FUNGICIDE AND BACTERICIDE

TREATMENT: PROVIDE ACOUSTICAL TILES TREATED WITHMANUFACTURER'S STANDARD ANTIMICROBIAL FORMULATION THATINHIBITS FUNGUS, MOLD, MILDEW, AND GRAM-POSITIVE ANDGRAM-NEGATIVE BACTERIA AND SHOWING NO MOLD, MILDEW, ORBACTERIAL GROWTH WHEN TESTED ACCORDING TO ASTM D 3273AND EVALUATED ACCORDING TO ASTM D 3274 OR ASTM G 21.

C. ACOUSTICAL CEILING PANELS TEXTURED:1. CLASSIFICATION: TYPE III, MINERAL BASE WITH PAINTED FINISH;

FORM 2, WATER FELTED; PATTERN E (LIGHTLY TEXTURED).2. COLOR: AS INDICATED ON DRAWINGS.3. THICKNESS: 5/8 INCH (15 MM).4. MODULAR SIZE: 24 BY 48 INCHES (610 BY 1220 MM).5. BROAD SPECTRUM ANTIMICROBIAL FUNGICIDE AND BACTERICIDE


D. ACOUSTICAL CEILING PANELS PERFORATED:1. CLASSIFICATION: TYPE III, MINERAL BASE WITH PAINTED FINISH;

FORM 2, WATER FELTED; PATTERN CE (PERFORATED, SMALLHOLES AND LIGHTLY TEXTURED).

2. COLOR: AS INDICATED ON DRAWINGS.3. THICKNESS: 3/4 INCH (15 MM).4. MODULAR SIZE: 24 BY 48 INCHES (610 BY 1220 MM).5. BROAD SPECTRUM ANTIMICROBIAL FUNGICIDE AND BACTERICIDE


E. METAL SUSPENSION SYSTEMS:1. WIDE-FACE, CAPPED, DOUBLE-WEB STEEL: INTERMEDIATE DUTY.

F. METAL EDGE MOLDINGS AND TRIM: ROLL-FORMED SHEET METAL.1.5 INSTALLATION

A. INSTALLATION: [ASTM C 636] [UBC STANDARD 25-2].1.6 FIELD QUALITY CONTROL

A. TESTING: BY [OWNER] [CONTRACTOR]-ENGAGED AGENCY TO TESTACOUSTICAL PANEL CEILING HANGER FASTENERS.





(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/15

/201

4 7:

42:2

9 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

G-0012


12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY


SECTION 096400 - WOOD FLOORING1.1 SUMMARY

A. [FACTORY-] [FIELD-]FINISHED WOOD FLOORING.1.2 PERFORMANCE REQUIREMENTS

A. FLOORSCORE COMPLIANCE: COMPOSITE WOOD FLOORS SHALL COMPLYWITH REQUIREMENTS OF FLOORSCORE STANDARD.

1.3 MATERIALSA. ACCESSORIES:

1. WOOD FLOORING ADHESIVE: VOC LIMITS: 100 G/L.END OF SECTION 096400

SECTION 097200 - WALL COVERINGS1.1 SUMMARY

A. VINYL AND WOVEN GLASS-FIBER WALL COVERING.1.2 MATERIALS

A. ADHESIVE: MILDEW-RESISTANT, NONSTAINING, STRIPPABLE ADHESIVE, FORUSE WITH SPECIFIC WALL COVERING AND SUBSTRATE APPLICATION, ASRECOMMENDED IN WRITING BY WALL-COVERING MANUFACTURER, AND WITHA VOC CONTENT OF 50 G/L OR LESS WHEN CALCULATED ACCORDING TO40 CFR 59, SUBPART D (EPA METHOD 24).

1.3 INSTALLATIONA. INSTALL STRIPS IN SAME ORDER AS CUT FROM ROLL.


SECTION 099123 - INTERIOR PAINTING1.1 SUMMARY

A. SURFACE PREPARATION AND THE APPLICATION OF PAINT SYSTEMS ONINTERIOR SUBSTRATES.

1.2 SUBMITTALSA. SAMPLES FOR VERIFICATION:

1. FOR EACH NON-STANDARD LATEX TOPCOAT COLOR AND GLOSSINDICATED.

2. FOR EACH TYPE OF NON-STANDARD PAINT SYSTEM AND IN EACHCOLOR AND GLOSS OF TOPCOAT INDICATED.

1.3 QUALITY ASSURANCEA. QUALITY STANDARDS: "MPI APPROVED PRODUCTS LIST" AND "MPI

ARCHITECTURAL PAINTING SPECIFICATION MANUAL."B. MOCKUPS FOR EACH COLOR AND FINISH.

1.4 GENERALA. VOC CONTENT: PRODUCTS SHALL COMPLY WITH VOC LIMITS OF

AUTHORITIES HAVING JURISDICTION [AND, FOR INTERIOR PAINTS ANDCOATINGS APPLIED AT PROJECT SITE, THE FOLLOWING VOC LIMITS,EXCLUSIVE OF COLORANTS ADDED TO A TINT BASE, WHEN CALCULATEDACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24)].1. FLAT PAINTS AND COATINGS: 50 G/L.2. NONFLAT PAINTS AND COATINGS: 150 G/L.3. DRY-FOG COATINGS: 400 G/L.4. PRIMERS, SEALERS, AND UNDERCOATERS: 200 G/L.5. ANTICORROSIVE AND ANTIRUST PAINTS APPLIED TO FERROUS

METALS: 250 G/L.6. ZINC-RICH INDUSTRIAL MAINTENANCE PRIMERS: 340 G/L.7. PRETREATMENT WASH PRIMERS: 420 G/L.8. FLOOR COATINGS: 100 G/L.9. SHELLACS, CLEAR: 730 G/L.10. SHELLACS, PIGMENTED: 550 G/L.

1.5 INTERIOR PAINTING SCHEDULEA. STEEL SUBSTRATES:

1. INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM:a. PRIME COAT: PRIMER, RUST-INHIBITIVE, WATER BASED.b. TOPCOAT: INSTITUTIONAL LOW-ODOR/VOC INTERIOR

LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE).B. GALVANIZED-METAL SUBSTRATES:

1. INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM:a. PRIME COAT: PRIMER, GALVANIZED, WATER BASED.b. TOPCOAT: LATEX, INTERIOR, INSTITUTIONAL LOW

ODOR/VOC, (GLOSS LEVEL AS INDICATED IN PAINTSCHEDULE).

C. WOOD SUBSTRATES:1. INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM:

a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER.b. TOPCOAT: INSTITUTIONAL LOW-ODOR/VOC INTERIOR

LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE).D. GYPSUM BOARD SUBSTRATES:

1. INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM:a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER.b. TOPCOAT: INSTITUTIONAL LOW-ODOR/VOC INTERIOR

LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE).E. HIGH-IMPACT GYPSUM BOARD SUBSTRATES:

1. HIGH-PERFORMANCE ARCHITECTURAL LATEX SYSTEM:a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER.b. TOPCOAT: INSTITUTIONAL LOW-ODOR/VOC INTERIOR

LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE).F. PLASTER SUBSTRATES:


LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE).G. ACOUSTICAL CEILING TILE:


LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE).END OF SECTION 099123

SECTION 096516 - RESILIENT SHEET FLOORING1.1 PRODUCTS

A. FLOORING SYSTEM: FLOORSCORE COMPLIANCE.B. VINYL SHEET FLOORING:

1. BACKING: NONE, UNBACKED [NONFOAMED PLASTIC] [FOAMEDPLASTIC].

2. SEAMLESS-INSTALLATION METHOD: HEAT WELDED.C. RUBBER SHEET FLOORING:

1. BACKING: NONE, UNBACKED.2. SEAMLESS-INSTALLATION METHOD: HEAT WELDED.

D. INSTALLATION MATERIALS:E. TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX-MODIFIED,

PORTLAND CEMENT BASED OR BLENDED HYDRAULIC-CEMENT-BASEDFORMULATION PROVIDED OR APPROVED BY RESILIENT SHEET FLOORINGMANUFACTURER FOR APPLICATIONS INDICATED.

F. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY FLOORING ANDADHESIVE MANUFACTURERS TO SUIT RESILIENT SHEET FLOORING ANDSUBSTRATE CONDITIONS INDICATED.1. VINYL SHEET ADHESIVES SHALL HAVE A VOC CONTENT OF 50 G/L

OR LESS.2. RUBBER SHEET ADHESIVES SHALL HAVE A VOC CONTENT OF 60 G/L

OR LESS.G. INTEGRAL-FLASH-COVE-BASE ACCESSORIES:

1. COVE STRIP: 1 INCH (25 MM) RADIUS PROVIDED OR APPROVED BYRESILIENT SHEET FLOORING MANUFACTURER.

2. CAP STRIP: [SQUARE METAL, VINYL, OR RUBBER CAP] [TAPEREDVINYL CAP] <INSERT REQUIREMENTS> PROVIDED OR APPROVED BYRESILIENT SHEET FLOORING MANUFACTURER.

3. FLOOR POLISH: PROVIDE PROTECTIVE, LIQUID FLOOR-POLISHPRODUCTS RECOMMENDED BY RESILIENT SHEET FLOORINGMANUFACTURER.


SECTION 09930 - WOOD STAINS AND TRANSPARENT FINISHES1.1 SUMMARY

A. SURFACE PREPARATION AND APPLICATION OF WOOD FINISHES ON[EXTERIOR] [AND] [INTERIOR] SUBSTRATES.

1.2 SUBMITTALSA. SAMPLES FOR VERIFICATION: FOR EACH TYPE OF FINISH SYSTEM AND IN

EACH COLOR AND GLOSS OF FINISH INDICATED.1.3 QUALITY ASSURANCE

A. QUALITY STANDARDS: "MPI APPROVED PRODUCTS LIST" AND "MPIARCHITECTURAL PAINTING SPECIFICATION MANUAL."

1.4 GENERALA. CHEMICAL COMPONENTS OF FIELD-APPLIED INTERIOR PAINTS AND COATINGS:

1. VOC LIMITS:a. CLEAR WOOD FINISHES, VARNISHES: VOC NOT MORE THAN

350 G/L.b. SHELLACS, CLEAR: VOC NOT MORE THAN 730 G/L.c. STAINS: VOC NOT MORE THAN 250 G/L.d. PRIMERS, SEALERS, AND UNDERCOATERS: 200 G/L.e. FIRE RETARDANT COATINGS, CLEAR: 650 G/L.f. FIRE RETARDANT COATINGS, PIGMENTED: 350 G/L.

1.5 EXTERIOR WOOD-FINISH-SYSTEM SCHEDULEA. SOLID-COLOR LATEX STAIN SYSTEM: MPI EXT 6.3K.

1. PRIME COAT: PRIMER, LATEX FOR EXTERIOR WOOD.2. INTERMEDIATE COAT: STAIN, EXTERIOR, WATER BASED, SOLID HIDE,

MATCHING TOPCOAT.3. TOPCOAT: STAIN, EXTERIOR, WATER BASED, SOLID HIDE.

B. SEMITRANSPARENT STAIN SYSTEM: MPI EXT 6.3D.1. TWO STAIN COATS: EXTERIOR SEMITRANSPARENT LATEX STAIN.

1.6 INTERIOR WOOD-FINISH-SYSTEM SCHEDULEA. SEMITRANSPARENT STAIN SYSTEM:

1. PRIME COAT: STAIN, SEMI-TRANSPARENT, MATCHING TOPCOAT.2. TOPCOAT: STAIN, SEMI-TRANSPARENT, FOR INTERIOR WOOD.

B. WATER-BASED VARNISH SYSTEM:a. PRIME COAT: WATER-BASED VARNISH MATCHING TOPCOAT.b. INTERMEDIATE COAT: WATER-BASED VARNISH MATCHING TOPCOAT.c. TOPCOAT: VARNISH, WATER BASED, CLEAR.

C. WATER-BASED FIRE RETARDANT SYSTEM:a. TOPCOAT: FIRE RETARDANT COATING, CLEAR.

1. CLASS A FLAME SPREAD AND SMOKE-DEVELOPED INDEX PERASTM E 84.


FINISHES (CONTINUED) FINISHES (CONTINUED)




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/15

/201

4 7:

42:3

0 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

G-0013


12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY


CODE REQUIREMENTS (2013 CBC) ACCESSIBILITY NOTES

RAMPS (CONTINUED)

11B-405.5 CLEAR WIDTH. THE CLEAR WIDTH OF A RAMP RUN SHALL BE 48 INCHES(1219 MM) MINIMUM.

EXCEPTIONS:

1. WITHIN EMPLOYEE WORK AREAS, THE REQUIRED CLEAR WIDTH OF RAMPSTHAT ARE A PART OF COMMON USE CIRCULATION PATHS SHALL BE PERMITTEDTO BE DECREASED BY WORK AREA EQUIPMENT PROVIDED THAT THEDECREASE IS ESSENTIAL TO THE FUNCTION OF THE WORK BEING PERFORMED.2. HANDRAILS MAY PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMPAT EACH SIDE 3 1/2 INCHES (89 MM) MAXIMUM AT THE HANDRAIL HEIGHT.3. THE CLEAR WIDTH OF RAMPS IN RESIDENTIAL USES SERVING AN OCCUPANTLOAD OF FIFTY OR LESS SHALL BE 36 INCHES (914 MM) MINIMUM BETWEENHANDRAILS.

11B-405.6 RISE. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES (762 MM)MAXIMUM.

11B-405.7 LANDINGS. RAMPS SHALL HAVE LANDINGS AT THE TOP AND THEBOTTOM OF EACH RAMP RUN. LANDINGS SHALL COMPLY WITH SECTION 11B-405.7.

11B-405.7.1 SLOPE. LANDINGS SHALL COMPLY WITH SECTION 11B-302. CHANGESIN LEVEL ARE NOT PERMITTED.

EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED.11B-405.7.2 WIDTH. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE ASTHE WIDEST RAMP RUN LEADING TO THE LANDING.

11B-405.7.2.1: TOP LANDINGS SHALL BE 60 INCHES (1524 MM) WIDE MINIMUM.

11B-405.7.3 LENGTH. THE LANDING CLEAR LENGTH SHALL BE 60 INCHES (1524MM) LONG MINIMUM.

11B-405.7.3.1: BOTTOM LANDINGS SHALL EXTEND 72 INCHES (1829 MM) MINIMUMIN THE DIRECTION OF RAMP RUN.

11B-405.7.4 CHANGE IN DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEENRUNS AT LANDINGS SHALL HAVE A CLEAR LANDING 60 INCHES (1525 MM)MINIMUM BY 72 INCHES (1829 MM) MINIMUM IN THE DIRECTION OF DOWNWARDTRAVEL FROM THE UPPER RAMP RUN.

HANDRAILS

11B-505.1 GENERAL. HANDRAILS PROVIDED ALONG WALKING SURFACESCOMPLYING WITH SECTION 11B-403, REQUIRED AT RAMPS COMPLYING WITHSECTION 11B-405, AND REQUIRED AT STAIRS COMPLYING WITH SECTION 11B-504SHALL COMPLY WITH SECTION 11B505.11B-505.2 WHERE REQUIRED. HANDRAILSSHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS.

EXCEPTIONS:1. IN ASSEMBLY AREAS, HANDRAILS SHALL NOT BE REQUIRED ON BOTH SIDESOF AISLE RAMPS WHERE A HANDRAIL IS PROVIDED AT EITHER SIDE OR WITHINTHE AISLE WIDTH.2. CURB RAMPS DO NOT REQUIRE HANDRAILS.3. AT DOOR LANDINGS, HANDRAILS ARE NOT REQUIRED WHEN THE RAMP RUNIS LESS THAN 6 INCHES (152 MM) IN RISE OR 72 INCHES (1829 MM) IN LENGTH.

11B-505.3 CONTINUITY. HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULLLENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ONSWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE CONTINUOUSBETWEEN FLIGHTS OR RUNS.

EXCEPTION: IN ASSEMBLY AREAS, RAMP HANDRAILS ADJACENT TO SEATING ORWITHIN THE AISLE WIDTH SHALL NOT BE REQUIRED TO BE CONTINUOUS INAISLES SERVING SEATING.

11B-505.4 HEIGHT. TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34INCHES (864 MM) MINIMUM AND 38 INCHES (965 MM) MAXIMUM VERTICALLYABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES.HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE WALKING SURFACES,STAIR NOSINGS, AND RAMP SURFACES.

11B-505.5 CLEARANCE. CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACESAND ADJACENT SURFACES SHALL BE 1 1/2 INCHES (38 MM) MINIMUM.HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS 3 INCHES (76 MM)MAXIMUM DEEP AND 18 INCHES (457 MM) MINIMUM CLEAR ABOVE THE TOP OFTHE HANDRAIL.

11B-505.6 GRIPPING SURFACE. HANDRAIL GRIPPING SURFACES SHALL BECONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE OBSTRUCTED ALONGTHEIR TOPS OR SIDES. THE BOTTOMS OF HANDRAIL GRIPPING SURFACESSHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH.WHERE PROVIDED, HORIZONTAL PROJECTIONS SHALL OCCUR 1 1/2 INCHES (38MM) MINIMUM BELOW THE BOTTOM OF THE HANDRAIL GRIPPING SURFACE.

EXCEPTIONS:1. WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITH SLOPESNOT STEEPER THAN 1:20, THE BOTTOMS OF HANDRAIL GRIPPING SURFACESSHALL BE PERMITTED TO BE OBSTRUCTED ALONG THEIR ENTIRE LENGTHWHERE THEY ARE INTEGRAL TO CRASH RAILS OR BUMPER GUARDS.2. THE DISTANCE BETWEEN HORIZONTAL PROJECTIONS AND THE BOTTOM OFTHE GRIPPING SURFACE SHALL BE PERMITTED TO BE REDUCED BY 1/8 INCH (3.2MM) FOR EACH ½ INCH (12.7 MM) OF ADDITIONAL HANDRAIL PERIMETERDIMENSION THAT EXCEEDS 4 INCHES (102 MM).

11B-505.7 CROSS SECTION. HANDRAIL GRIPPING SURFACES SHALL HAVE ACROSS SECTION COMPLYING WITH SECTION 11B-505.7.1 OR 11B-505.7.2.

11B-505.7.1 CIRCULAR CROSS SECTION. HANDRAIL GRIPPING SURFACES WITH ACIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/4INCHES (32 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM.

11B-505.7.2 NON-CIRCULAR CROSS SECTIONS. HANDRAIL GRIPPING SURFACESWITH A NON-CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSIONOF 4 INCHES (102 MM) MINIMUM AND 6 1/4 INCHES (159 MM) MAXIMUM, AND ACROSS-SECTION DIMENSION OF 2 1/4 INCHES (57 MM) MAXIMUM.

11B-505.8 SURFACES. HANDRAIL GRIPPING SURFACES AND ANY SURFACESADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS ANDSHALL HAVE ROUNDED EDGES.

11B-505.9 FITTINGS. HANDRAILS SHALL NOT ROTATE WITHIN THEIRFITTINGS.11B-505.10 HANDRAIL EXTENSIONS. HANDRAIL GRIPPING SURFACESSHALL EXTEND BEYOND AND IN THE SAME DIRECTION OF STAIR FLIGHTS ANDRAMP RUNS IN ACCORDANCE WITH SECTION 11B-505.10.

ACCESSIBILITY NOTES (CONT.)

ACCESSIBILITY NOTES

ENTRANCES, DOORS AND DOORWAYS

11B-404.2.11 VISION LIGHTS. DOORS, GATES, AND SIDE LIGHTS ADJACENT TO DOORS ORGATES, CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGHTHE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43INCHES (1092 MM) MAXIMUM ABOVE THE FINISH FLOOR.

11B-404.2.7 DOOR AND GATE HARDWARE. HANDLES, PULLS, LATCHES, LOCKS, ANDOTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH SECTION 11B-309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES (864 MM) MINIMUMAND 44 INCHES (1118 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERESLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BEEXPOSED AND USABLE FROM BOTH SIDES.

11B-404.2.9 DOOR AND GATE OPENING FORCE. THE FORCE FOR PUSHING OR PULLINGOPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS:1. INTERIOR HINGED DOORS AND GATES: 5 POUNDS (22.2 N) MAXIMUM.2. EXTERIOR HINGED DOORS: 5 POUNDS (22.2 N) MAXIMUM.

11B-404.2.10 DOOR AND GATE SURFACES. SWINGING DOOR AND GATE SURFACES WITHIN10 INCHES (254 MM) OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALLHAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THEDOOR OR GATE.

ALL REQUIRED EXIT DOORWAYS SHALL HAVE A MINIMUM 32" CLEAR OPENING WITH THEDOOR AT 90 DEGREES TO THE CLOSED POSITION. 1005.1, 1008.1.1

ONE DOOR OF A PAIR OF DOORS SHALL MEET THE MINIMUM WIDTH REQUIREMENTS.1008.1.1

11B-404.2.5 THRESHOLDS. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2INCH (12.7 MM) HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL ATDOORWAYS SHALL COMPLY WITH SECTIONS 11B-302 AND 11B-303.

WATER CLOSETS

WHERE A TOILET STALL IS PROVIDED, IT SHALL COMPLY WITH SECTION 1127A.2.1 OR1127A.2.2, AND ITS WATER CLOSET SHALL COMPLY WITH SECTION 1127A.2.3.11B-604 WATER CLOSETS AND TOILET COMPARTMENTS

11B-604.1 GENERAL. WATER CLOSETS AND TOILET COMPARTMENTS SHALL COMPLY WITHSECTIONS 11B-604.2 THROUGH 11B-604.8.

11B-604.2 LOCATION. THE WATER CLOSET SHALL BE POSITIONED WITH A WALL ORPARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSETSHALL BE 17 INCHES (432 MM) MINIMUM TO 18 INCHES (457 MM) MAXIMUM FROM THE SIDEWALL OR PARTITION, EXCEPT THAT THE WATER CLOSET SHALL BE 17 INCHES (432 MM)MINIMUM AND 19 INCHES (483 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION IN THEAMBULATORY ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN SECTION 11B-604.8.2.WATER CLOSETS SHALL BE ARRANGED FOR A LEFT-HAND OR RIGHT-HAND APPROACH.

11B-604.3 CLEARANCE. CLEARANCES AROUND WATER CLOSETS AND IN TOILETCOMPARTMENTS SHALL COMPLY WITH SECTION 11B-604.3.

11B-604.3.1 SIZE. CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES (1524 MM)MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES (1422 MM)MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL. A MINIMUM 60 INCHES (1524MM) WIDE AND 48 INCHES (1219 MM) DEEP MANEUVERING SPACE SHALL BE PROVIDED INFRONT OF THE WATER CLOSET.

11B-604.3.2 OVERLAP. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALLBE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS,DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES, ACCESSIBLEROUTES, CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT OTHER FIXTURES, ANDTHE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATEDWITHIN THE REQUIRED WATER CLOSET CLEARANCE.

11B-604.4 SEATS. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOORSHALL BE 17 INCHES (432 MM) MINIMUM AND 19 INCHES (483 MM) MAXIMUM MEASURED TOTHE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTEDPOSITION. SEATS SHALL BE 2 INCHES (51 MM) HIGH MAXIMUM.

11B-604.6 FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED ORAUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH SECTION 11B-309EXCEPT THEY SHALL BE LOCATED 44 INCHES (1118 MM) MAXIMUM ABOVE THE FLOOR.FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSETEXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS COMPLYING WITH SECTION11B604.8.2.

GRAB BARS

GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH SECTION 11B-609. GRAB BARSSHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THEREAR WALL.

11B-604.5.1 SIDE WALL. THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1067 MM) LONGMINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE REAR WALL AND EXTENDING54 INCHES (1372 MM) MINIMUM FROM THE REAR WALL WITH THE FRONT END POSITIONED24 INCHES (610 MM) MINIMUM IN FRONT OF THE WATER CLOSET.

11B-604.5.2 REAR WALL. THE REAR WALL GRAB BAR SHALL BE 36 INCHES (914 MM) LONGMINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12 INCHES (305MM) MINIMUM ON ONE SIDE AND 24 INCHES (610 MM) MINIMUM ON THE OTHER SIDE.

11B-609.4 POSITION OF GRAB BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTALPOSITION, 33 INCHES (838 MM) MINIMUM AND 36 INCHES (914 MM) MAXIMUM ABOVE THEFINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE, EXCEPT THAT ATWATER CLOSETS FOR CHILDREN'S USE COMPLYING WITH SECTION 11B-604.9, GRABBARS SHALL BE INSTALLED IN A HORIZONTAL POSITION 18 INCHES (457 MM) MINIMUM AND27 INCHES (686 MM) MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THEGRIPPING SURFACE.

11B-609.2.1 CIRCULAR CROSS SECTION. GRAB BARS WITH CIRCULAR CROSS SECTIONSSHALL HAVE AN OUTSIDE DIAMETER OF 1-1/4INCHES (32 MM) MINIMUM AND 2 INCHES (51MM) MAXIMUM.

11B-609.3 SPACING. THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2INCHES (38 MM). THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTSBELOW AND AT THE ENDS SHALL BE 1-1/2INCHES (38 MM) MINIMUM. THE SPACE BETWEENTHE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12 INCHES (305 MM)MINIMUM.

11B-609.5 SURFACE HAZARDS. GRAB BARS AND ANY WALL OR OTHER SURFACESADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS ANDSHALL HAVE ROUNDED EDGES.

11B-609.6 FITTINGS. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.11B-609.7INSTALLATION. GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES AGRIPPING SURFACE AT THE SPECIFIED LOCATIONS AND THAT DOES NOT OBSTRUCT THEREQUIRED CLEAR FLOOR SPACE.

11B-609.8 STRUCTURAL STRENGTH. ALLOWABLE STRESSES SHALL NOT BE EXCEEDEDFOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS (1112N) IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING DEVICE, ORSUPPORTING STRUCTURE.

11B-609.9 ALTERNATE CONFIGURATION. L-SHAPED OR U-SHAPED GRAB BARS SHALL BEPERMITTED.

WALKING SURFACES11B-403.1 GENERAL. WALKING SURFACES THAT ARE A PART OF AN ACCESSIBLE ROUTE SHALLCOMPLY WITH SECTION 11B-403.

11B-403.2 FLOOR OR GROUND SURFACE. FLOOR OR GROUND SURFACES SHALL COMPLY WITHSECTION 11B-302.

11B-403.3 SLOPE. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN1:20. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48.

EXCEPTION: THE RUNNING SLOPE OF SIDEWALKS SHALL NOT EXCEED THE GENERAL GRADEESTABLISHED FOR THE ADJACENT STREET OR HIGHWAY.

11B-403.4 CHANGES IN LEVEL. CHANGES IN LEVEL SHALL COMPLY WITH SECTION 11B-303.

11B-403.5 CLEARANCES. WALKING SURFACES SHALL PROVIDE CLEARANCES COMPLYING WITHSECTION 11B-403.5.

EXCEPTION: WITHIN EMPLOYEE WORK AREAS, CLEARANCES ON COMMON USE CIRCULATIONPATHS SHALL BE PERMITTED TO BE DECREASED BY WORK AREA EQUIPMENT PROVIDEDTHAT THE DECREASE IS ESSENTIAL TO THE FUNCTION OF THE WORK BEING PERFORMED.

11B-403.5.1 CLEAR WIDTH. EXCEPT AS PROVIDED IN SECTIONS 11B-403.5.2 AND 11B-403.5.3, THECLEAR WIDTH OF WALKING SURFACES SHALL BE 36 INCHES (914 MM) MINIMUM.

EXCEPTIONS:1. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32 INCHES (813 MM) MINIMUMFOR A LENGTH OF OTHER EXISTING CONDITIONS, THE ENFORCING AGENCY DETERMINESTHAT COMPLIANCE WITH THE 48-INCH (1219 MM) CLEAR SIDEWALK WIDTH WOULD CREATE ANUNREASONABLE HARDSHIP, THE CLEAR WIDTH MAY BE REDUCED TO 36 INCHES (914 MM).2. THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCCUPANT LOADOF 10 OR MORE SHALL BE 44 INCHES (1118 MM) MINIMUM.3. THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48 INCHES (1219 MM) MINIMUM.WHEN, BECAUSE OF RIGHT-OF-WAY RESTRICTIONS, NATURAL BARRIERS O ROTHEREXISTING CONDITIONS, THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THE48-INCH (1219 MM) CLEAR SIDEWALK WIDTH WOULD CREATE AN UNREASONABLE HARDSHIP,THE CLEAR WIDTH MAY BE REDUCED TO 36 INCHES (914 MM).4. THE CLEAR WIDTH FOR AISLES SHALL BE 36 INCHES (914 MM) MINIMUM IF SERVINGELEMENTS ON ONLY ONE SIDE, AND 44 INCHES (1118 MM) MINIMUM IF SERVING ELEMENTS ONBOTH SIDES.

11B-403.5.2 CLEAR WIDTH AT TURN. WHERE THE ACCESSIBLE ROUTE MAKES A 180 DEGREETURN AROUND AN ELEMENT WHICH IS LESS THAN 48 INCHES (1219 MM) WIDE, CLEAR WIDTHSHALL BE 42 INCHES (1067 MM) MINIMUM APPROACHING THE TURN, 48 INCHES (1219 MM)MINIMUM AT THE TURN AND 42 INCHES (1067 MM) MINIMUM LEAVING THE TURN.

EXCEPTION: WHERE THE CLEAR WIDTH AT THE TURN IS 60 INCHES (1524 MM) MINIMUMCOMPLIANCE WITH SECTION 11B-403.5.2 SHALL NOT BE REQUIRED.

11B-403.5.3 PASSING SPACES. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60INCHES (1524 MM) SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET (60,960 MM)MAXIMUM. PASSING SPACES SHALL BE EITHER: A SPACE 60 INCHES (1524 MM) MINIMUM BY 60INCHES (1524 MM) MINIMUM; OR, AN INTERSECTION OF TWO WALKING SURFACES PROVIDINGA T SHAPED SPACE COMPLYING WITH SECTION 11B-304.3.2 WHERE THE BASE AND ARMS OFTHE T-SHAPED SPACE EXTEND 48 INCHES (1219 MM) MINIMUM BEYOND THE INTERSECTION.

11B-403.6 HANDRAILS. WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITHRUNNING SLOPES NOT STEEPER THAN 1:20 THEY SHALL COMPLY WITH SECTION 11B-505.

11B-403.7 CONTINUOUS GRADIENT. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVERESTING AREAS, 60 INCHES (1524 MM) IN LENGTH, AT INTERVALS OF 400 FEET (121,920 MM)MAXIMUM. THE RESTING AREA SHALL BE AT LEAST AS WIDE AS THE WALK. THE SLOPE THERESTING AREA IN ALL DIRECTIONS SHALL BE 1:48 MAXIMUM.

RAMPS

ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS GREATER THAN 1'-0"RISE IN 20'-0" OF HORIZONTAL RUN.

THE MAXIMUM SLOPE OF A RAMP THAT SERVES ANY EXIT WAY, PROVIDES ACCESS FORPERSONS WITH DISABILITIES OR IS IN THE PATH OF TRAVEL SHALL BE 1'-0" RISE IN 12'-0" OFHORIZONTAL RUN.

THE CROSS SLOPE OF RAMP SURFACES SHALL BE NOT GREATER THAN 1:50.

THE WIDTH OF RAMPS SHALL BE AS REQUIRED FOR STAIRWAYS AND EXITS.

PEDESTRIAN RAMPS SERVING PRIMARY ENTRANCES TO BUILDINGS HAVING AN OCCUPANTLOAD OF 300 OR MORE SHALL HAVE A MINIMUM CLEAR WIDTH OF 60".

RAMPS SERVING GROUP R OCCUPANCIES MAY BE 36" CLEAR WIDTH WHEN THE OCCUPANTLOAD IS 50 OR LESS.

ALL OTHER PEDESTRIAN RAMPS SERVING PRIMARY ENTRANCES SHALL HAVE A MINIMUMWIDTH OF 48".

LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF EACH RAMP.

INTERMEDIATE LANDINGS SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 30" OFVERTICAL RISE AND AT EACH CHANGE OF DIRECTION.

TOP LANDINGS SHALL BE NOT LESS THAN 60" WIDE AND SHALL HAVE A LENGTH OF NOT LESSTHAN 60" IN THE DIRECTION OF RAMP RUN.

DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMPLANDING TO LESS THAN 42" AND SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 3"WHEN FULLY OPENED.

THE WIDTH OF THE LANDING SHALL EXTEND 24" PAST THE STRIKE EDGE OF ANY DOOR ORGATE FOR EXTERIOR RAMPS, AND 18" PAST THE STRIKE EDGE FOR INTERIOR RAMPS.

AT BOTTOM AND INTERMEDIATE LANDINGS, THE WIDTH SHALL BE AT LEAST THE SAME ASREQUIRED FOR THE RAMP.

INTERMEDIATE LANDINGS AT A CHANGE IN DIRECTION IN EXCESS OF 30 DEGREES ANDBOTTOM LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF THE RAMP RUN OF NOTLESS THAN 72" TO ACCOMMODATE THE HANDRAIL EXTENSION.

OTHER INTERMEDIATE LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF RAMP RUNOF NOT LESS THAN 60".

RAMP LANDINGS ARE NOT CONSIDERED IN THE MAXIMUM HORIZONTAL DISTANCE OF EACHRAMP.

11B-405.1 GENERAL. RAMPS ON ACCESSIBLE ROUTES SHALL COMPLY WITH SECTION 11B-405.

EXCEPTION: IN ASSEMBLY AREAS, AISLE RAMPS ADJACENT TO SEATING AND NOT SERVINGELEMENTS REQUIRED TO BE ON AN ACCESSIBLE ROUTE SHALL NOT BE REQUIRED TOCOMPLY WITH SECTION 11B-405.

11B-405.2 SLOPE. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12.

11B-405.3 CROSS SLOPE. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48.

11B-405.4 FLOOR OR GROUND SURFACES. FLOOR OR GROUND SURFACES OF RAMP RUNSSHALL COMPLY WITH SECTION 11B-302. CHANGES IN LEVEL OTHER THAN THE RUNNING SLOPEAND CROSS SLOPE ARE NOT PERMITTED ON RAMP RUNS.

LAVATORIES AND SINKS

11B-213.3.4 LAVATORIES. WHERE LAVATORIES ARE PROVIDED, AT LEAST FIVE PERCENTBUT NO FEWER THAN ONE SHALL COMPLY WITH SECTION 11B-606 AND SHALL NOT BELOCATED IN A TOILET COMPARTMENT.

11B-606.1 GENERAL. LAVATORIES AND SINKS SHALL COMPLY WITH SECTION 11B-606.

11B-606.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING WITH SECTION

11B-305, POSITIONED FOR A FORWARD APPROACH, AND KNEE AND TOE CLEARANCECOMPLYING WITH SECTION 11B-306 SHALL BE PROVIDED.

11B-606.3 HEIGHT. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THEHIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES (864 MM) MAXIMUM ABOVE THEFINISH FLOOR OR GROUND.

11B-606.4 FAUCETS. CONTROLS FOR FAUCETS SHALL COMPLY WITH SECTION 11B-309.HAND-OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM.

11B-309.4 OPERATION. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND ANDSHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THEFORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22.2 N)MAXIMUM.

11B-606.5 EXPOSED PIPES AND SURFACES. WATER SUPPLY AND DRAIN PIPES UNDERLAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECTAGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDERLAVATORIES AND SINKS.

TOE CLEARANCE

11B-306.2.1 GENERAL. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR ORGROUND AND 9 INCHES (229 MM) ABOVE THE FINISH FLOOR OR GROUND SHALL BECONSIDERED TOE CLEARANCE AND SHALL COMPLY WITH SECTION 11B-306.2.

11B-306.2.2 MAXIMUM DEPTH. TOE CLEARANCE SHALL EXTEND 25 INCHES (635 MM)MAXIMUM UNDER AN ELEMENT.

11B-306.2.3 MINIMUM REQUIRED DEPTH. WHERE TOE CLEARANCE IS REQUIRED AT ANELEMENT AS PART OF A CLEAR FLOOR SPACE, THE TOE CLEARANCE SHALL EXTEND 17INCHES (432 MM) MINIMUM UNDER THE ELEMENT.

11B-306.2.4 ADDITIONAL CLEARANCE. SPACE EXTENDING GREATER THAN 6 INCHES (152MM) BEYOND THE AVAILABLE KNEE CLEARANCE AT 9 INCHES (229 MM) ABOVE THE FINISHFLOOR OR GROUND SHALL NOT BE CONSIDERED TOE CLEARANCE.

11B-306.2.5 WIDTH. TOE CLEARANCE SHALL BE 30 INCHES (762MM) WIDE MINIMUM.

KNEE CLEARANCE

11B-306.3.1 GENERAL. SPACE UNDER AN ELEMENT BETWEEN 9 INCHES (229 MM) AND 27INCHES (686 MM) ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED KNEECLEARANCE AND SHALL COMPLY WITH SECTION 11B-306.3.EXCEPTION: AT LAVATORIES REQUIRED TO BE ACCESSIBLE BY SECTION 11B-213.3.4,SPACE BETWEEN 9 INCHES (229 MM) AND 29 INCHES (737 MM) ABOVE THE FINISH FLOOROR GROUND, SHALL BE CONSIDERED KNEE CLEARANCE.

11B-306.3.2 MAXIMUM DEPTH. KNEE CLEARANCE SHALL EXTEND 25 INCHES (635 MM)MAXIMUM UNDER AN ELEMENT AT 9 INCHES (229 MM) ABOVE THE FINISH FLOOR ORGROUND.

11B-306.3.3 MINIMUM REQUIRED DEPTH. WHERE KNEE CLEARANCE IS REQUIRED UNDERAN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE KNEE CLEARANCE SHALL BE 11INCHES (279 MM) DEEP MINIMUM AT 9 INCHES (229 MM) ABOVE THE FINISH FLOOR ORGROUND, AND 8 INCHES (203 MM) DEEP MINIMUM AT 27 INCHES (686 MM) ABOVE THEFINISH FLOOR OR GROUND.

EXCEPTIONS:1. AT LAVATORIES REQUIRED TO BE ACCESSIBLE BY SECTION11B-213.3.4, THE KNEE CLEARANCE SHALL BE 27 INCHES (686 MM) HIGH MINIMUM ABOVETHE FINISH FLOOR OR GROUND AT A DEPTH OF 8 INCHES (203 MM) MINIMUM INCREASINGTO 29 INCHES (737 MM) HIGH MINIMUM ABOVE THE FINISH FLOOR OR GROUND AT THEFRONT EDGE OF A COUNTER WITH A BUILT-IN LAVATORY OR AT THE FRONT EDGE OF AWALL-MOUNTED LAVATORY FIXTURE.

2. AT DINING AND WORK SURFACES REQUIRED TO BE ACCESSIBLE BY SECTION 11B-226.1,KNEE CLEARANCE SHALL EXTEND 19 INCHES (483 MM) DEEP MINIMUM AT 27INCHES (686MM) ABOVE THE FINISH FLOOR OR GROUND.

TOILET ROOM ACCESSORIES

11B-213.3.5 MIRRORS. WHERE MIRRORS ARE PROVIDED, AT LEAST ONE SHALL COMPLYWITH SECTION 11B-603.3.

11B-603.3 MIRRORS. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALLBE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES (1016MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVELAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THEREFLECTING SURFACE 35 INCHES (889 MM) MAXIMUM ABOVE THE FINISH FLOOR ORGROUND.

11B-603.5 ACCESSORIES. WHERE TOWEL OR SANITARY NAPKIN DISPENSERS, WASTERECEPTACLES, OR OTHER ACCESSORIES ARE PROVIDED IN TOILET FACILITIES, AT LEASTONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. ALL OPERABLEPARTS, INCLUDING COIN SLOTS, SHALL BE 40 INCHES (1016 MM) MAXIMUM ABOVE THEFINISH FLOOR.

11B-604.7 DISPENSERS. TOILET PAPER DISPENSERS SHALL COMPLY WITH SECTION 11B-309.4 AND SHALL BE 7 INCHES (178 MM) MINIMUM AND 9 INCHES (229 MM) MAXIMUM INFRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THEOUTLET OF THE DISPENSER SHALL BE BELOW THE GRAB BAR, 19 INCHES (483 MM)MINIMUM ABOVE THE FINISH FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS.DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOTALLOW CONTINUOUS PAPER FLOW.

HANDRAILS (CONTINUED)

EXCEPTIONS:1. EXTENSIONS SHALL NOT BE REQUIRED FOR CONTINUOUSHANDRAILS AT THE INSIDE TURN OF SWITCHBACK OR DOGLEG STAIRSAND RAMPS.2. IN ASSEMBLY AREAS, EXTENSIONS SHALL NOT BE REQUIRED FORRAMP HANDRAILS IN AISLES SERVING SEATING WHERE THEHANDRAILS ARE DISCONTINUOUS TO PROVIDE ACCESS TO SEATINGAND TO PERMIT CROSSOVERS WITHIN AISLES.3. IN ALTERATIONS, WHERE THE EXTENSION OF THE HANDRAIL IN THEDIRECTION OF RAMP RUN WOULD CREATE A HAZARD, THE EXTENSIONOF THE HANDRAIL MAY BE TURNED 90 DEGREES FROM THE RAMPRUN.

11B-505.10.1 TOP AND BOTTOM EXTENSION AT RAMPS. RAMPHANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR12 INCHES (305 MM) MINIMUM BEYOND THE TOP AND BOTTOM OFRAMP RUNS. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THELANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OFAN ADJACENT RAMP RUN.

11B-505.10.2 TOP EXTENSION AT STAIRS. AT THE TOP OF A STAIRFLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THELANDING FOR 12 INCHES (305 MM) MINIMUM BEGINNING DIRECTLYABOVE THE FIRST RISER NOSING. EXTENSIONS SHALL RETURN TO AWALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUSTO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT.

11B-505.10.3 BOTTOM EXTENSION AT STAIRS. AT THE BOTTOM OF ASTAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIRFLIGHT FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTHBEYOND THE LAST RISER NOSING. SUCH EXTENSION SHALL CONTINUEWITH A HORIZONTAL EXTENSION OR SHALL BE CONTINUOUS TO THEHANDRAIL OF AN ADJACENT STAIR FLIGHT OR SHALL RETURN TO AWALL, GUARD, OR THE WALKING SURFACE. AT THE BOTTOM OF ASTAIR FLIGHT, A HORIZONTAL EXTENSION OF A HANDRAIL SHALL BE 12INCHES (305 MM) LONG MINIMUM AND A HEIGHT EQUAL TO THAT OFTHE SLOPING PORTION OF THE HANDRAIL AS MEASURED ABOVE THESTAIR NOSINGS. EXTENSION SHALL RETURN TO A WALL, GUARD, ORTHE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAILOF AN ADJACENT STAIR FLIGHT.

CURB RAMP

11B-406.5.1 LOCATION. CURB RAMPS AND THE FLARED SIDES OF CURBRAMPS SHALL BE LOCATED SO THAT THEY DO NOT PROJECT INTOVEHICULAR TRAFFIC LANES, PARKING SPACES, OR PARKING ACCESSAISLES. CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLYCONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES.EXCEPTION: DIAGONAL CURB RAMPS SHALL COMPLY WITH SECTION11B-406.5.9.

11B-406.5.2 WIDTH. THE CLEAR WIDTH OF CURB RAMP RUNS(EXCLUDING ANY FLARED SIDES), BLENDED TRANSITIONS, ANDTURNING SPACES SHALL BE 48 INCHES (1219 MM) MINIMUM.

11B-406.5.3 LANDINGS. LANDINGS SHALL BE PROVIDED AT THE TOPSOF CURB RAMPS AND BLENDED TRANSITIONS. THE LANDING CLEARLENGTH SHALL BE 48 INCHES (1219 MM) MINIMUM. THE LANDING CLEARWIDTH SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDINGANY FLARED SIDES, OR THE BLENDED TRANSITION LEADING TO THELANDING. THE SLOPE OF THE LANDING IN ALL DIRECTIONS SHALL BE1:48 MAXIMUM.EXCEPTION: PARALLEL CURB RAMPS SHALL NOT BE REQUIRED TOCOMPLY WITH SECTION 11B-406.5.3.

11B-406.5.4 FLOOR OR GROUND SURFACES. FLOOR OR GROUNDSURFACES OF CURB RAMPS AND BLENDED TRANSITIONS SHALLCOMPLY WITH SECTION 11B-405.4.

11B-406.5.5 WET CONDITIONS. CURB RAMPS AND BLENDEDTRANSITIONS SHALL COMPLY WITH SECTION 11B-405.10.

11B-406.5.6 GRADE BREAKS. GRADE BREAKS AT THE TOP ANDBOTTOM OF CURB RAMP RUNS SHALL BE PERPENDICULAR TO THEDIRECTION OF THE RAMP RUN. GRADE BREAKS SHALL NOT BEPERMITTED ON THE SURFACE OF RAMP RUNS AND TURNING SPACES.SURFACE SLOPES THAT MEET AT GRADE BREAKS SHALL BE FLUSH.

11B-406.5.7 CROSS SLOPE. THE CROSS SLOPE OF CURB RAMPS ANDBLENDED TRANSITIONS SHALL BE 1:48 MAXIMUM.

11B-406.5.8 COUNTER SLOPE. COUNTER SLOPES OF ADJOININGGUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO ANDWITHIN 24 INCHES (610 MM) OF THE CURB RAMP SHALL NOT BESTEEPER THAN 1:20. THE ADJACENT SURFACES AT TRANSITIONS ATCURB RAMPS TO WALKS, GUTTERS, AND STREETS SHALL BE AT THESAME LEVEL.

11B-406.5.9 CLEAR SPACE AT DIAGONAL CURB RAMPS. THE BOTTOMOF DIAGONAL CURB RAMPS SHALL HAVE A CLEAR SPACE 48 INCHES(1219 MM) MINIMUM OUTSIDE ACTIVE TRAFFIC LANES OF THEROADWAY. DIAGONAL CURB RAMPS PROVIDED AT MARKEDCROSSINGS SHALL PROVIDE THE 48 INCHES (1219 MM) MINIMUMCLEAR SPACE WITHIN THE MARKINGS.

11B-406.5.10 DIAGONAL CURB RAMPS. DIAGONAL OR CORNER TYPECURB RAMPS WITH RETURNED CURBS OR OTHER WELL-DEFINEDEDGES SHALL HAVE THE EDGES PARALLEL TO THE DIRECTION OFPEDESTRIAN FLOW. DIAGONAL CURB RAMPS WITH FLARED SIDESSHALL HAVE A SEGMENT OF CURB 24 INCHES (610 MM) LONG MINIMUMLOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THEMARKED CROSSING.

11B-406.5.11 GROOVED BORDER. CURB RAMPS SHALL HAVE AGROOVED BORDER 12 INCHES (305 MM) WIDE ALONG THE TOP OF THECURB RAMP AT THE LEVEL SURFACE OF THE TOP LANDING AND ATTHE OUTSIDE EDGES OF THE FLARED SIDES. THE GROOVED BORDERSHALL CONSIST OF A SERIES OF GROOVES 1/4 INCH (6.4 MM) WIDE BY1/4 INCH (6.4 MM) DEEP, AT 3/4 INCH (19 MM) ON CENTER.

11B-406.5.12 DETECTABLE WARNINGS. CURB RAMPS AND BLENDEDTRANSITIONS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITHSECTION 11B-705.

11B-406.6 ISLANDS. RAISED ISLANDS IN CROSSINGS SHALL BE CUTTHROUGH LEVEL WITH THE STREET OR HAVE CURB RAMPS AT BOTHSIDES. THE CLEAR WIDTH OF THE ACCESSIBLE ROUTE AT ISLANDSSHALL BE 60 INCHES (1524 MM) WIDE MINIMUM. WHERE CURB RAMPSARE PROVIDED, THEY SHALL COMPLY WITH SECTION 11B-406.LANDINGS COMPLYING WITH SECTION 11B-406.5.3 AND THEACCESSIBLE ROUTE SHALL BE PERMITTED TO OVERLAP. ISLANDSSHALL HAVE DETECTABLE WARNINGS COMPLYING WITH SECTION 11B-705.

ACCESSIBILITY NOTES (CONT.) ACCESSIBILITY NOTES (CONT.)




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/15

/201

4 7:

42:3

0 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

G-0100

ACCESSIBLILITYNOTES

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY


1/4" THICK PLEXIGLASS SIGN.EDGE OF SIGN SHALL BEROUNDED, CHAMFERED OR EASED.CORNERS OF SIGNS SHALL HAVE AMINIMUM RADIUS OF 1/8".

12" TYP. EACH SIDE

INSTALL TRIANGLE WITHVERTEX POINTING UPWARD.

12" DIAMETER

60" A

FF60

" AFF

INTERNATIONALSYMBOL OFACCESSIBILITY

THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OFTHESE REGULATIONS AND ARE INTERNED ONLY AS AN AID FORBUILDING DESIGN AND CONSTRUCTION.

GC TO PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY TOCOMPLY WITH CBC FIGURE 11B-703.7.2.2 AND SECTION 11B-703.7AS REQUIRED. LOCATE AT BUILDING ENTRANCE, ACCESSIBLE TOAND USED BY A PERSONAL WITH DISABILITIES PER CBC 2013 11B-703

(A) SYMBOL PROPORTIONS

(B) DISPLAY CONDITIONS

5/8" MIN. (2"MAX) HIGH1/32" RAISED, UPPER CASE,SANS SERIF TYPE STYLE

GRADE 2 BRAILLE"MEN" OR "WOMEN"

PICTOGRAMNO TACTILE REQUIREDMINIMUM 6" HEIGHT

NOTE: SIGN TO MEET ALL LOCAL,ADA, CA TITLE 24, & IBC CODEREQUIREMENTS. PROVIDE "MEN"AND "WOMEN" SIGN AS REQUIRED.

NOTE:DOOR-MOUNTED RESTROOMSIGNAGE TO COMPLY WITHCALIFORNIA TITLE 24 REQUIREMENTS.

GC TO VERIFY COMPLIANCE ANDPROVIDE ADDITIONAL SIGNAGE ASNECESSARY.

RESTROOM SIGNAGE

DOOR AND FRAME60" A

FF

EQ. EQ. 9".

BASELINE OF THE LOWESTLINE OF BRAILLE (11B-703.4.1)AT 48" AFF MIN.

BASELINE OF THE HIGHESTLINE OF RAISED CHARACTER(11B-703.4.1) AT 60" AFF MAX.

RAISED (WHERE REQUIRED)

5/8"

TYPICAL TOILET ROOM DOORTYPICAL TOILET ROOM WALL SIGN

TYPICAL TOILET ROOM DOOR SIGNS

INTERNATIONAL SYMBOL OF ACCESSIBILITY

SIGNS AND IDENTIFICATION (CBC 2013 CHAPER 11B-703)

1. IDENTIFICATION SIGNS. WHEN SIGNS IDENTIFY PERMANENT ROOMS AND SPACES OF A BUILDING OR SITE, THEY SHALL COMPLY WITHSECTIONS 1143A.1, 1143A.5, 1143A.6 AND 1143A.7.

2. DIRECTIONAL AND INFORMATIONAL SIGNS: ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL ARE REQUIRED.

3. ACCESSIBILITY SIGNS: ALL ACCESSIBLE ENTRANCES IDENTIFIED WITH A MINIMUM OF ONE STANDARD SIGN DISPLAYING THE INTERNATIONALSYMBOL OF ACCESSIBILITY

RAISED CHARACTERS AND PICTORIAL SYMBOL SIGNS (CBC 2013 11B-703)

RAISED CHARACTERS SHALL COMPLY WITH SECTION 11B-703.2 AND SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH SECTION 11B-703.3. RAISEDCHARACTERS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 11B-703.4.

6. CHARACTER TYPE: RAISED CHARACTERS SHALL BE 1/32 INCH (0.8 MM) MINIMUM ABOVE THEIR BACKGROUND. CHARACTERS SHALL BEUPPERCASE, SHALL BE SANS SERIF AND ACCOMPANIED BY CONTRACTED (GRADE 2) BRAILLE. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT,HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. (CBC 2013 11B-703.2.1)

7. PROPORTIONS: CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER “O” IS 60 PERCENTMINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER “I”.(CBC 2013 11B-703.2.4)

8. CHARACTER HEIGHT: CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8 INCH (15.9 MM)MINIMUM AND 2 INCHES (51 MM) MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER “I”. (CBC 2013 11B-703.2.5)

9. STROKE THICKNESS: STROKE THICKNESS OF THE UPPERCASE LETTER “I” SHALL BE 15 PERCENT MAXIMUM OF THE HEIGHT OF THECHARACTER. (CBC 2013 11B-703.2.6)

9. PICTORIAL SYMBOL SIGNS (PICTOGRAMS): PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES (152 MM) MINIMUM. CHARACTERS ANDBRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THEPICTOGRAM FIELD. TEXT DESCRIPTORS SHALL COMPLY WITH SECTIONS 11B-703.2, 11B-703.3 AND 11B-703.4. PICTOGRAMS AND THEIR FIELD SHALLHAVE A NON-GLARE FINISH. PICTOGRAMS SHALL CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARKPICTOGRAM ON A LIGHT FIELD.

10. CHARACTER PLACEMENT: CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT. BRAILLE SHALL BE POSITIONED BELOW THECORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW THEENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH (9.5 MM) MINIMUM AND 1/2 INCH (12.7 MM) MAXIMUM FROM ANY OTHER TACTILE CHARACTERSAND 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. (CBC 2013 11B-703.2)

BRAILLE (CBC 2013 11B-703.3)

11. BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH SECTIONS 11B-703.3 AND 11B-703.4. BRAILLE DOTS SHALL HAVE ADOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 11B-703.3.1. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BEUSED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS.BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI-LINED,BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH (9.5 MM) MINIMUM AND 1/2 INCH (12.7 MM) MAXIMUMFROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS.

FINISH AND CONTRAST (CBC 2013 11B-703.5.1):

12. CHARACTERS, SYMBOLS AND THEIR BACKGROUNDS SHALL HAVE A NONGLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITHTHEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.

MOUNTING LOCATION AND HEIGHT (CBC 2013 11B-703.4.1)

13. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1219 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE,MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60 INCHES (1524 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUNDSURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS

14. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE ATACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILESIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERETHERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THENEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (457 MM)MINIMUM BY 18 INCHES (457 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWINGBETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. WHERE PERMANENT IDENTIFICATION SIGNAGE IS PROVIDED FOR ROOMS ANDSPACES THEY SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE ENTERS THE ROOM OR SPACE. SIGNS THAT IDENTIFY EXITS SHALLBE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE.

15. VERTICAL CLEARANCE AT SUSPENDED SIGNS WITH MINIMUM HEADROOM OF 80" REQUIRE MINIMUM 3" CHARACTER HEIGHT MEASURED BYUSING UPPERCASE "X". CHARACTERS AND NUMBERS SHALL BE SIZED ACCORDING TO VIEWING DISTANCE FROM WHICH READ. LOWER CASECHARACTERS PERMITTED.

INTERNATIONAL SYMBOL OF ACCESSIBILITY (CBC 2013 11B-703.7.2.1)

THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL COMPLY WITH FIGURE 11B-703.7.2.1. THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON ABLUE BACKGROUND. THE BLUE SHALL BE COLOR NO. 15090 IN FEDERAL STANDARD 595B. EXCEPTION: THE APPROPRIATE ENFORCEMENT AGENCYMAY APPROVE OTHER COLORS TO COMPLEMENT DÉCOR OR UNIQUE DESIGN. THE SYMBOL CONTRAST SHALL BE LIGHT ON DARK OR DARK ON LIGHT.

TYPICAL ACCESSIBLE SIGN REQUIREMENTS

MEN

⠍⠑⠝

1/2"

MIN

1/2"

MAX

1/2"

MIN

CENTERLINE OF SIGNSHOULD BE WITHIN 1" OFCENTERLINE OF DOOR

EXIT

TEXT AND ASSOCIATED BRAILLE SHALLREAD AS INDICATED IN THE DRAWING ANDPER CBC SECTION 1011.3.2 IE: EXIT STAIR,EXIT RAMP DOWN, EXIT STAIR UP, EXITRAMP UP, OR EXIT ROUTE "EXIT" U.N.O.EXIT1" LETTERS (5/8" MIN. / 2" MAX.)

LETTERING RAISED 1/32"

TACTILE EXIT SIGNAGE SHALL BE COMPLIANT WITH 2010 CBCSECTION 1011.3 TACTILE EXIT SIGNAGE SECTION, 1117B.5.1

60" T

O C

EN

TER

5" MIN.

3" M

IN.

. .. .. ... . . . ...

... ... .. .....




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

As indicated

6/15

/201

4 7:

42:3

0 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

G-0101

ACCESSIBLE DETAILS

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY

EXIT SIGN1


1'-6" MIN.

MAX

1' -

0"

1' -

2"

GRAB BAR

TOILET PAPER DISPENSER

SEAT COVER DISPENSER

PAPER TOWEL DISPENSER

RESTROOM SIGNAGE.

COAT HOOK @ 48" MAX AFF

1'-5" MIN

1' - 6" MAX

3' -

6" M

IN 4' -

6" M

IN

60" MIN

59" M

IN F

LOO

R M

OU

NTE

D W

ATE

R C

LOSE

T

56" M

IN @

WAL

L M

OU

NTE

D W

ATE

R C

LOS

ET

WATER CLOSET CLEARFLOOR SPACE

MIN

4' -

0"

30X48 LAVATORY CLEAR FLOOR SPACE

2'-8" MIN.BABY CHANGING STATION

4" MIN

2' - 0"

MIN

1' - 0"

1' - 0" MIN

9" M

AX

7" M

IN

TYPICAL RESTROOM PLAN - FOR REFERENCE ONLY

4' -

0" M

IN.

ø 5' - 0"

9"

RUBBER BUMPERON CHAIR

10" MIN. BOTTOMRAIL OR PROVIDEKICK PLATE

OR U SHAPEDHANDLE

A DETAIL

30" TO 44" LEVER

10"

MIN

.

10"

MIN

.

Z SHALL BE ≥ X.WHEN X ≤ 20 INCHES, THEN Y SHALL BE 48 INCHES MAXIMUM.WHEN X IS > 20 TO 25 INCHES MAXIMUM, THEN Y SHALL BE 44 INCHES MAXIMUM.

NOTES:1.2.3.

FORWARD REACH LIMIT - UNOBSTRUCTEDAC D

CLEAR FLOOR SPACEPARALLEL APPROACH

HIGH AND LOWSIDE REACH LIMITS

FORWARD REACH OVER AN OBSTRUCTIONB

48" M

AX.

34" M

AX.

UNOBSTRUCTED SIDE REACH

OBSTRUCTED HIGH SIDE REACH

PULL SIDE PUSH SIDE

PULL SIDE

PUSH SIDEPULL SIDE

NOTE: Y=48" MIN. IF DOORHAS CLOSER & LATCH.

ALL DOOR IN ALCOVES SHALLCOMPLY WITH CLEARANCESFOR FRONT APPROACHES

PUSH SIDE

FRONT APPROACHES - SWINGING DOORS

HINGE SIDE APPROACHES - SWINGING DOORS

LATCH SIDE APPROACHES - SWINGING DOORS

B

C

D

NOTE: X=12" MIN IF DOORHAS BOTH A CLOSER ANDLATCH

TYPICAL REACH RANGES

TYPICAL DOOR DETAILS

60" M

IN

24" EXTERIOR18" INTERIOR

48" M

IN

60" M

IN

36" MIN

44" M

IN

X

Y

NOTE: Y=22" MIN IF DOORHAS BOTH A CLOSER ANDLATCH

60" M

IN

24" MIN

24" MIN 44" M

IN Y

15" M

IN

48" M

IN

48" MIN

30" M

IN

48" MIN

48" M

IN

30" MIN

OFFSET AT PROJECTION

48" M

IN

15" M

IN

10" MIN

YX

Z

48" MIN

10" MAX >10"-24" MAX

34" M

AX46" M

AX

HARDWARE:

DOOR TYPE:

1.

OPENABLE BY SINGLE EFFORT LEVER-TYPE DEVICE (NOTREQUIRING GRASPING).

OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIALKNOWLEDGE OR EFFORT.

MINIMUM 10" HIGH SMOOTH SURFACE AT DOOR BOTTOM,EITHER ATTACHED PANEL OR BOTTOM RAIL.

2.

3.

4.

5. MAXIMUM 5 LBS. EFFORT TO OPERATE EXTERIOR DOOR,5 LBS. FOR INTERIOR. MAXIMUM 15 LBS. @ FIRE RATED DOORS.

MOUNTED 30" TO 44".

THRESHOLD:

6. THE MAXIMUM THRESHOLD HEIGHT IS 1/2". CHANGES IN LEVELBETWEEN 1/4 INCH HIGH AND 1/2 INCH HIGH SHALL BE BEVELEDWITH A SLOPE NOT STEEPER THAN 1:2.

1/2"

MAX

1/4"

MAX

1/4"

MAX

12

12" MAX

2' -

9"

3' - 6" MIN

MAX

TO

RIM

2' -

10"

3' -

4" M

AX

1' - 2"

PAPER TOWEL DISPENSER

27" M

IN

25" MAX

33" M

AX

CHANGING STATION

WALL MOUNTED LAVATORY/ INSULATE DRAIN & HOT

WATER LINES

42" GRAB BAR & VERTICALGRAB BAR

DECORATIVE MIRROR

74" M

IN

3"-4

" MAX TO B.O.

REFLECTIVESURFACE

4' -

0 1/

2"

SOAP DISPENSER

3' -

6"

6" MAX

33" T

O 3

6"

36" GRAB BAR

3' - 0" MIN

1' - 6"

19" M

IN

TOILET TISSUE DISPENSER

FROM TISSUE DISPENSER6"

1'-7

" MIN

SEAT COVER DISPENSER

MIN11"

MAX6"

8"

MIN9"

MIN

.

2' -

3"

2' - 0" MIN 12" MIN

54" MIN

TYPICAL RESTROOM MOUNTING HEIGHTS

24" MIN

7" MIN -9" MAX




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

As indicated

6/15

/201

4 7:

42:3

1 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

G-0102

ACCESSIBLE DETAILS

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY


EXISTINGDOOR

36"

ARCHITECTURALSITE PLAN NOTESA. REFER TO EXTERIOR ELEVATIONS FOR BUILDING SIGNAGELOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FORELECTRICAL REQUIREMENTS.

B. TRASH ENCLOSURE TO BE LOCKABLE USING STEEL GATESOR CHAIN TO BE PROVIDED BY LANDLORD.

C. GENERAL CONTRACTOR TO APPLY CONCRETE SEALER TOALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES.

SHEET NOTESEXISTING PARKING STRIPING TO REMAIN.

SIGNAGE SCOPE:PREPARE FAÇADE FOR NEW [WORDMARK, LOGO DISK,AND BLADE-STYLE] SIGN(S) (UNDER SEPARATE PERMIT).SEE ELEVATIONS FOR LOCATION.

RETAIN EXISTING CHANNEL LETTERS. REPLACEWORDMARK FACE WITH WHITE LETTERING.

ADJACENT TENANT




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

As indicated

6/15

/201

4 7:

42:2

3 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

A-1001

ARCHITECTURAL SITEPLAN

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY

Scale: 3/16" = 1'-0"1 PARTIAL SITE PLAN N


EXTERIOR ELEVATION NOTESA. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULESIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTORPROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION.STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERALCONTRACTOR WITH SIGNAGE CONTRACTOR CONTACTINFORMATION.

B. GENERAL CONTRACTOR SHALL COORDINATE WITHELECTRICAL CONTRACTOR TO FURNISH AND INSTALLELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE,CONNECTIONS, AND BREAKER AT PANEL BOARD NECESSARYTO SERVE SIGNAGE.

C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOODSTUD BLOCKING, OR EQUIVALENT TO SUPPORT SIGNAGE.

D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATIONOF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGEWITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIOR TOFABRICATION TO STARBUCKS DESIGNER FOR APPROVAL.

E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCEWITH LOCAL CODES AND OBTAIN PERMIT AND LANDLORDAPPROVAL.

F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TOSTARBUCKS CONSTRUCTION MANAGER AND TO THE GENERALCONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFYSTARBUCKS CONSTRUCTION MANAGER IMMEDIATELY IF SHOPDRAWINGS OR INSTALLATION IS IN DISCREPANCY WITHSTARBUCKS ARCHITECTURAL DRAWINGS.

G. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIREXISTING EXTERIOR AS REQUIRED.

SIGNAGE SCOPE:GENERAL CONTRACTOR TO COORDINATE WITHELECTRICAL CONTRACTOR TO FURNISH AND INSTALLELECTRICAL CIRCUIT INCLUDING ALL CONDUIT, WIRE,CONNECTIONS AND BREAKER AT PANELBOARD ASNECESSARY TO SERVE SIGNAGE.

NEW INTERIOR XX" ILLUMINATED LOGO DISC TOREPLACE EXISTING IN SAME LOCATION (UNDERSEPARATE PERMIT).

SHEET NOTES




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

As indicated

6/15

/201

4 7:

42:2

5 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

A-2001

EXTERIORELEVATIONS

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY

Scale: 3/8" = 1'-0"1 BUILDING ELEVATION - SOUTH

Scale: 3/8" = 1'-0"2 Elevation 4 - a


EXISTINGDOOR

36"

FINISH NOTES

FLOORSCAFE: CERAMIC TILE / STAINED & SEALED CONCRETE w/ CERAMIC TILE BASEBAR: CERAMIC TILE / STAINED & SEALED CONCRETE w/ CERAMIC TILE BASEWORKROOM: CERAMIC TILE / SEALED CONCRETE w/ CERAMIC TILE BASERESTROOM: CERAMIC TILE / STAINED & SEALED CONCRETE w/ CERAMIC TILE BASE

WALLSCAFE: PAINTED GWB, VINYL WALL COVERINGBAR: CERAMIC TILE, PAINTED GWBWORKROOM: FRPRESTROOMS: CERAMIC TILE, PAINTED GWB

OTHERCAFE: SOLID SURFACE AND SEALED HARD WOOD COUNTERSBAR: STAINLESS STEEL AND SOLID SURFACE COUNTERSWORKROOM: STAINLESS STEEL SHELVING

CEILINGSCAFE: PAINTED SUSPENDED ACT / EXPOSED STRUCTUREBAR: SUSPENDED CEILING PANELS / PAINTED GWBWORKROOM: VINYL FACED SUSPENDED ACTRESTROOMS: PAINTED GWB

PLUMBING NOTES

NEW CLOVER BREWER, NEW UTENSIL RINSE SINKS, NEW ICE BINSAND NEW BAR SINKS ARE TO BE INDIRECTLY PLUMBED WITH AN AIRGAP TO NEW OR EXISTING FLOOR SINKS.

SEAT COUNT

INTERIOR SEATS XXEXTERIOR SEATS XX

TOTAL SEATS XX




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/15

/201

4 7:

42:2

7 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

A-3001

HEALTH DEPARTMENTPLAN

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY

Scale: 1/4" = 1'-0"1 HEALTH DEPARTMENT PLAN

EQUIPMENT LIST

#Design ID

NEW OREXISTING ITEM NAME MANUFACTURER MODEL #

43 10797- E338

EXISTING PASTRY CASE w/ SELF SERVE - 'A' -OBSOLETE

VELO SB5766

44 10154- E337

NEW PASTRY CASE w/ SELF SERVE - 'MINI A' STRUCTURAL CONCEPTS OASIS SB5754.3924

45 10075 NEW POS - CUP LABELER EPSON TM-L9046 10003

- A007NEW POS TERMINAL - CASH REGISTER IBM 4695

47 10870- E463

NEW REFRIGERATOR - 2 DOOR w/COUNTERTOP

TRUE TFBB-24-48-STAR

48 12480- E409

NEW REFRIGERATOR - COOL CART TOP DELFIELD 406 Star CCT

49 10970- E420

NEW REFRIGERATOR - REACH IN - 1 DOORLH

TRUE TG1R-1SLH-STAR257006

50 10110- E421

NEW REFRIGERATOR - REACH IN - 1 DOORRH

TRUE TG1R-1S-STAR257005

51 10910- E307

NEW REFRIGERATOR - REACH IN - 2 DOOR DELFIELD 6051XL-S

52 11083- E422

NEW REFRIGERATOR - REACH IN - 2 DOOR TRUE TG2R-2S-STAR247028

53 10338- E423

NEW REFRIGERATOR - REACH IN - 3 DOOR TRUE TG3R-3S-STAR257007

54 10267 NEW REFRIGERATOR - UNDERCOUNTER - 1DOOR

TRUE TUC-27

55 12618- E424

NEW REFRIGERATOR - UNDERCOUNTER - 1DOOR

DELFIELD 406 STAR 4

56 10267-

E333/E335


BEVERAGE-AIR UCR27

60 10473- E301


TRUE TUC-48

61 10473- E334


DELFIELD UC4048

62 CUSTOM

NEW SNEEZE GUARDS TO 60" AFF CUSTOM CUSTOM

63 81 NEW SYRUP COVER ELEMENT ELKAY CUSTOM64 10581

- P021NEW WALL MOUNTED HAND SINK SST ELKAY EHS-14-WB

65 10116- P017

NEW WALL MOUNTED LAVATORY KOHLER K-2005

66 10977-

M056

NEW WALL MOUNTED PAPER TOWELDISPENSER

GEORGIA PACIFIC 56650/01

67 10947-

M053

NEW WALL MOUNTED SOAP DISPENSER AMERICAN SPECIALTIES 0342

68 10845- E599

NEW WARMING - CONVECTION MICROWAVEOVEN

TURBOCHEF NGC-1180-3

69 12407- E596

NEW WARMING - NGO OVEN TURBOCHEF i1/NGO

70 13624- P026

NEW WORKROOM - 3 COMPARTMENT SSTSINK 93in

SPOKANE STAINLESSPRODUCTS

3C16x20-2-18

71 10204- P025

EXISTING WORKROOM - 2 COMPARTMENT SSTSINK 72in


2C17x17-2-18

72 10861- P030

NEW WORKROOM - 3 COMPARTMENT SSTSINK 112in


SB3C2020L20R26

73 11275- E450

NEW WORKROOM - DISHWASHER /SANITIZER UNDERCOUNTER

HOBART LXiC DISHMACHINE

74 11070- E451


HOBART LXiH DISHMACHINE

75 Obsolete


HOBART WM-5H

76 10293-

M023

NEW WORKROOM - EMPLOYEE STORAGELOCKER

STEINER SYSTEM 10 BAY LOCKER

77 10971-

10102

NEW WORKROOM - ICE MACHINE & 500 LBICE BIN

ICE-O-MATIC ICE0500HA, B55-PS

78 10995-

P036/P058

NEW WORKROOM - MOP SINK - 24" x 24" ZURN Z-1996-24

79 10922- E383

NEW WORKROOM - MOP SINK FAUCET w/VACUUM BREAKER

ZURN Z842M1-RC-CS

80 10447- P365

NEW WORKROOM - WALL MOUNT PRE-RINSEASSEMBLY

ENCORE KL53-1000-BLF

81 13249 NEW WORKROOM - WATER HEATER SEE ELECTRICAL SEE ELECTRICAL82 10122

- E201NEW WORKROOM - WATER PRE-FILTRATION

SYSTEMGE OSMONICS BEV Rite - TO 320

83 10416/1046

2 -M032/M033

NEW WORKROOM - WIRE SHELVING & POSTS ISS SHELVING WST966, PZ86 Chrome

84 10176 NEW WORKROOM - ROLLING PASTRY TRAYRACK

ISS SHELVING STBK524MZ

85 83 EXISTING FOOD STAGING CART - STAINLESSSTEEL

ISS SHELVING

86 13330 NEW MOBILE CUP DISPENSER CADDY87 85 EXISTING TRASH / RECYCLE BINS

EQUIPMENT LIST

#Design ID


23 10215- P377

NEW CBS - DOUBLE LABORATORY FAUCET w/SWING SPOUT

ZURN Z826F1-XL-MYCS

24 10505- P080

NEW CBS - DROP-IN WORK SINK w/ REARDRAIN TUB


V2 WORK SINK

25 10344- P012

NEW CBS - ICE BIN - 90 LB ELKAY CUSTOM

26 10943- P367

NEW CBS - SINGLE LABORATORY FAUCET w/SWING SPOUT

ZURN Z-825F1-XL

27 12631- E021

NEW CLOVER COFFEE GRINDER DITTING KR804

28 11823- E017

NEW CLOVER DIGITAL SCALE EDLUND EDL-10

29 11851- E015

NEW CLOVER BREWER STARBUCKS COFFEEEQUIPMENT CO.

1S

30 11962 NEW CONDIMENT CART & TRASH DROP SYNSOR CUSTOM31 10294

- P034EXISTING FLOOR SINK 12x12 ZURN FD2375-NH2

32 10294- P034

NEW FLOOR SINK 12x12 ZURN FD2375-NH3

33 Custom

NEW FOOD CASE - REFRIGERATED - SELFSERVICE

STRUCTURAL CONCEPTS HARMONY HMG-R

34 12394 NEW FOOD CASE - UPRIGHT STRUCTURAL CONCEPTS OASIS SBB45CWC35 10084

/11014 -

E430/E431

NEW FREEZER - REACH IN - 1 DOOR TRUE TG1F-1S

36 10967- E432

NEW FREEZER - REACH IN - 2 DOOR TRUE TG2F-2S

37 10597-

P354,P381

NEW HAND SINK - FAUCET SINGLE HANDLE ZURN Z7440-XL-FC

38 11115-

M054

NEW HAND SINK - LAVATORY MOUNTEDSOAP DISPENSER

AMERICAN SPECIALTIES 0332

39 10691- P395

NEW HAND SINK - STAINLESS STEEL w/ 12"SPLASH GUARDS

ELKAY V340

40 10672- E572

EXISTING PASTRY CASE - DT AMBIENTCOUNTERTOP - OBSOLETE

FEDERAL INDUSTRIES SB28SS

41 CUSTOM

NEW PASTRY CASE - NON-REFRIGERATEDSELF SERVICE

STRUCTURAL CONCEPTS HARMONY HMG

42 10797- E402

NEW PASTRY CASE w/ SELF SERVE - 'A' STRUCTURAL CONCEPTS OASIS SB5766.3923A

EQUIPMENT LIST

#Design ID


1 12694 NEW BAR - ESPRESSO MACHINE THERMOPLAN MASTRENA SB-M2 10527

- P392NEW BAR - ICE BIN - 45 LB SPOKANE STAINLESS

PRODUCTSCUSTOM

3 10215- P377

NEW BAR - UTILITY RINSE SINK - DOUBLELABORATORY FAUCET w/ SWING SPOUT

ZURN Z826F1-XL-MYCS

4 10874- E578

NEW BAR - UTILITY RINSE SINK - HOT WATERDISPENSER

INSINKERATOR C1300

5 11003- P387

NEW BAR - UTILITY RINSE SINK - METERINGFAUCET - DIPPERWELL

CHICAGO FAUCETS 333-665PSHABCP

6 10153- P385

NEW BAR - UTILITY RINSE SINK - WATERTOWER FAUCET

CHG - COMPONENTHARDWARE GROUP

KL26-5012-SP

7 12808- P555

NEW BAR - UTILITY RINSE SINK - RH ELKAY CUSTOM

8 12807- P554

NEW BAR - UTILITY RINSE SINK - LH ELKAY CUSTOM

9 10305-

M013

NEW BREW - BACKBAR TRASH DROP VOLLRATH 3024-7

10 10724- E003

NEW BREW - COFFEE GRINDER - OBSOLETE GRINDMASTER 875

11 10808- E004

NEW BREW - COFFEE GRINDER DITTING 1203/1403

12 10631- E005

NEW BREW - COFFEE GRINDER MAHLKONIG VTA 6S

13 10724- E020

NEW BREW - COFFEE GRINDER GRINDMASTER 890-TS STAR

14 10495- E152

NEW BREW - COLUMBIA COFFEE BREWING /SERVING SYSTEM

GRINDMASTER P400E

15 10314- E533

NEW BREW- DIGITAL SCALE METTLER TOLEDO Viva Star

16 10746- E174

NEW BREW - DUAL SOFT HEAT BREWER BUNN-O-MATIC 33500.0015

17 10312- E559

NEW BREW - SOFT HEAT SINGLE WARMINGSTAND

BUNN 1SH Server Stand

18 10152- P380

NEW BREW - DOUBLE LABORATORY FAUCETw/ BENT RISER SOUT

ZURN Z826S1-XL

19 10549- P393

NEW BREW - WORK SINK - STAINLESS STEEL SPOKANE STAINLESSPRODUCTS

CUSTOM

20 12508- E700

NEW CBS - BLENDER - ON COUNTER VITAMIX THE QUIET ONE 036027

21 11830- E701

NEW CBS - BLENDER - IN COUNTER VITAMIX THE QUIET ONE 040015

22 10152- P380

NEW CBS - DOUBLE LABORATORY FAUCET w/BENT RISER SPOUT

ZURN Z826S1-XL

HEALTH DEPARTMENT NOTES


DEMOLITION PLAN NOTESA. IF DURING DEMOLITION CONDITIONS ARE REVEALED THATMAY JEOPARDIZE INTEGRITY OF STRUCTURE OR PRECLUDEFOLLOWING DESIGN INTENT, GENERAL CONTRACTOR TONOTIFY STARBUCKS CONSTRUCTION MANAGERIMMEDIATELY.

B. GENERAL CONTRACTOR RESPONSIBLE FOR SITEINVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULLSCOPE OF WORK.

C. EXISTING WALLS TO REMAIN. PATCH AND REPAIR ASREQUIRED TO PROVIDE A SMOOTH, PAINT READY FINISH.

D. DEMOLISH EXISTING WALLS AND DOORS AS NECESSARY.

E. DEMOLISH EXISTING FLOOR FINISHES AS NECESSARY.REPAIR OR REPLACE SUB-FLOOR AS REQUIRED TO PROVIDEAN EVEN WALKING SURFACE/FINISH FLOOR CONDITION.

F. DEMOLISH EXISTING GYPSUM WALL BOARD, CEILING TILE,GRID AND/OR OTHER CEILING FINISH AS NECESSARY TOPROVIDE FOR NEW CEILING READY CONDITION.

G. DEMOLISH EXISTING WALL FINISHES AS NECESSARY.

H. REMOVE EXISTING LIGHT FIXTURES, AUXILIARYEQUIPMENT/FIXTURES AND POWER LINES AS NECESSARY.

J. REMOVE EXISTING PLUMBING FIXTURES AS NECESSARY.CAP LINES AS NECESSARY FOR THOSE NOT BEING RE-USED.

K. REMOVE EXTRANEOUS EQUIPMENT AS NECESSARY.

L. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF SIZE OFEXISTING RESTROOM AND LOCATION AND CONDITION OFFIXTURES PRIOR TO DEMOLITION OR CONSTRUCTION.PLUMBING FIXTURES TO BE RE-USED ARE TO BE REMOVEDAND PROPERLY STORED FOR RE-INSTALLATION.

SHEET NOTES1.

ITEM TO PRESERVE:FRONTBAR - POINT OF SALE EQUIPMENT - ESPRESSO MACHINE - UNDERCOUNTER REFRIGERATOR

BACKBAR - UNDERCOUNTER REFRIGERATORS - SCALE - RETAIL GRINDER - BREWER - COFFEE WARMER PAD WITH SHUTTLE - WARMING OVEN

WORKROOM - METRO SHELVES - 3-COMP SINK - DISHWASHER - WATER FILTER - MANAGERS DESK - SAFE - FREEZER - ICE MACHINE

ITEMS TO DEMOLISH:FRONTBAR - PASTRY CASE - UNDERCOUNTER REFRIGERATOR

BACKBAR - BLENDERS

WORKROOM - 3 DOOR REFRIGERATOR

CAFE - MERCHANDISE UNITS - CONDIMENT CART

EXISTING COLUMN TO REMAIN

EXISTING WALL TO REMAIN

MATERIAL TO BE DEMOLISHED ANDSAVED WITHIN THE SAME SITE

MATERIAL TO BE DEMOLISHED




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/15

/201

4 7:

42:3

3 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

I-1101

DEMOLITION FLOORPLAN

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY

WALL LEGEND - DEMO PLAN

Scale: 1/4" = 1'-0"1 1ST FLOOR - DEMOLITION PLAN

N


DEMOLITION RCP NOTESA. IF DURING DEMOLITION CONDITIONS ARE REVEALED THATMAY JEOPARDIZE INTEGRITY OF STRUCTURE OR PRECLUDEFOLLOWING DESIGN INTENT, GENERAL CONTRACTOR TONOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY.

B. GENERAL CONTRACTOR RESPONSIBLE FOR SITEINVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULLSCOPE OF WORK.

C. EXISTING WALLS TO REMAIN. PATCH AND REPAIR ASREQUIRED TO PROVIDE A SMOOTH, PAINT READY FINISH.

D. DEMOLISH EXISTING GYPSUM WALL BOARD, CEILING TILE,GRID AND/OR OTHER CEILING FINISH AS NECESSARY TOPROVIDE FOR NEW CEILING READY CONDITION.

E. DEMOLISH EXISTING WALL FINISHES AS NECESSARY.

F. REMOVE EXISTING LIGHT FIXTURES, AUXILIARYEQUIPMENT/FIXTURES AND POWER LINES AS NECESSARY.

G. REMOVE EXTRANEOUS EQUIPMENT AS NECESSARY.

SHEET NOTES1. SOFFIT / CEILINGDEMOLISH (X) EXISTING 4X4 WOOD SOFFITS,ASSOCIATED DOWNLIGHT FIXTURES AND 24" SQUAREHVAC DIFFUSER.

DEMOLISH EXISTING GWB SOFFIT AT SOUTH WALL.SOFFIT OVER FRONT BAR TO REMAIN.

DEMOLISH PORTION OF GWB SOFFIT OVER FRONTBAR AS INDICATED. PATCH SOFFIT, BRING TOUNIFORM APPEARANCE WITH SURROUNDING SOFFITSURFACE.

DEMOLISH PORTION OF GWB SOFFIT ANDASSOCIATED LIGHT FIXTURES AT BAR. SEE RCP FORNEW SOFFIT SHAPE.

DEMOLISH PORTION OF SUSPENDED CEILING SYSTEMAS REQUIRED BY SCOPE OF WORK.

DEMOLISH WOOD VENEER TRIM AT HARD LID CEILINGAND SOFFIT.

REVISE EXISTING SPRINKLER HEAD AT DEMO'D WOODSOFFIT AS REQUIRED BY LOCAL CODE.

LIGHTINGDEMOLISH EXISTING HAND-OFF PENDANT FIXTURESPATCH AND PREP GWB SOFFIT TO PROVIDE ASMOOTH, PAINT READY FINISH.

DEMOLISH (X) EXISTING GOOSENECK LIGHT FIXTURESAT MERCH BAYS.

REMOVE WINDOW PENDANTS THROUGHOUT.SALVAGE CONDUIT FOR REUSE, SEE ELECTRICAL

DEMOLISH (X) DECORATIVE PENDANTS IN CAFESEATING AREA, PATCH AND PREP CEILING TOPROVIDE A LIKE NEW FINISH READY CONDITION.

DEMOLISH (X) DECORATIVE WINDOW PENDANTS INCAFE SEATING AREA, SEE RCP AND ELECTRICAL.

DEMOLISH TRACK AND TRACK FIXTURES INDICATED,SALVAGE FOR REUSE IN NEW LAYOUT. SEE RCP ANDELECTRICAL. PATCH AND PREP CEILING TO PROVIDE ALIKE NEW FINISH READY CONDITION.

DEMOLISH EXISTING SOFFIT PENDANT LIGHTFIXTURES. PATCH AND PREP SOFFIT AS REQUIREDFOR A SMOOTH, PAINT READY FINISH.

DEMOLISH WALL MOUNTED RESTROOM LIGHTFIXTURE. SALVAGE CONDUIT FOR REUSE.

DEMOLISH EXIT SIGNAGE INDICATED, SALVAGE FORRELOCATION [ABOVE NEW WORKROOM DOOR]. PATCHAND PREP CEILING TO PROVIDE A LIKE NEW FINISHREADY CONDITION. SEE RCP AND ELECTRICAL.

CASEWORKDEMOLISH UPPER STORAGE CABINETS AT BACKLINE[AND DRIVE-THRU]. PATCH AND PREP WALLS ANDCEILING GRID TO PROVIDE A LIKE NEW, FINISH READYCONDITION.

SIGNAGEDEMOLISH MENU BOARDS.

DEMOLISH ILLUMINATED WINDOW LOGO DISK, SEEELECTRICAL. [PATCH AND PREP CEILING TO PROVIDELIKE NEW, FINISH READY CONDITION].

DEMOLISH NON-ILLUMINATED WINDOW LOGO DISK.

RESTROOMDEMOLISH UPPER STORAGE CABINETS IN WOMEN'SAND MEN'S RESTROOM. PATCH AND PREP WALLS ANDCEILING TO PROVIDE A LIKE NEW, FINISH READYCONDITION.

DEMOLISH WALL MOUNTED RESTROOM LIGHTFIXTURE, PREP AS REQUIRED FOR NEW LIGHTFIXTURE. SEE RCP AND ELECTRICAL.




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/15

/201

4 7:

42:3

4 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

I-1102

DEMOLITION CEILINGPLAN

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY

Scale: 1/4" = 1'-0"1 1ST FLOOR - DEMOLITION CEILING PLAN N


NLNL

EXISTINGDOOR

36"

FLOOR PLAN NOTESA. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS ANDNOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANYDISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONSTO BE TAKEN FROM DESIGNATED DATUM POINT.

B. IF EXISTING EXTERIOR ENTRANCE THRESHOLD EXCEEDSREQUIRED AMERICAN’S WITH DISABILITY ACT (ADA) MAXIMUMHEIGHT OF 1/2" (10MM), REMOVE AND REPLACE WITHACCESSIBLE THRESHOLD. RAISED THRESHOLDS AND FLOORLEVEL CHANGES AT ACCESSIBLE DOORWAYS TO BE BEVELEDWITH A SLOPE NO GREATER THAN 1:12.

C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOODSTUD BLOCKING, OR EQUIVALENT TO SUPPORT ANY WALLATTACHMENT AND/OR SIGNAGE.

D. ALL DOORS TO PROVIDE 3’-6” (900MM) MINIMUM CLEAROPENING WHEN OPENED TO 90 DEGREE POSITION UNLESSOTHERWISE NOTED.

E. VERIFY ALL EXISTING DOORS, HARDWARE AND FRAMESMEET STARBUCKS AND/OR CODE REQUIREMENTS.

F. INSTALL 1/4" (6MM) GREEN BOARD ON BACKBAR WALL PERSPECIFICATION.

1. ALIGN FINISHED FACE OF WALL TO EXISTING FINISH

SHEET NOTES

FLOOR PLAN SHEET NOTESWALLSNEW FULL HEIGHT METAL STUD WALL, SEE WALL TYPES.

NEW METAL STUD GWB WALL FROM FLOOR TO [SOFFIT][GWB HARD LID], ALIGN WITH ADJACENT WALL SURFACESWHERE INDICATED. SEE WALL TYPES.

NEW PARTIAL HEIGHT METAL STUD GWB WALL[SURROUND], SEE WALL TYPES AND ELEVATIONS.

FUR OUT EXISTING WALL TO COLUMN FOR NEW CUSTOMBANQUETTE.

PATCH AND PREP WALL SURFACE AT DEMOLISHED [WING]WALL[S] AS REQUIRED TO PROVIDE A LIKE NEW, SMOOTHPAINT READY FINISH. SEE ELEVATIONS FOR FINISHES.

INFILL [WALL OPENING] [GWB WALL AT DEMO'D DOOR ANDFRAME LOCATION] TO MATCH EXISTING ADJACENT WALLCONSTRUCTION.

PROVIDE SOLID BLOCKING WITHIN EXISTING WALL TOANCHOR NEW CHILLED FOOD CASE.

DOORS & WINDOWSNEW DOOR AND FRAME, USE EXISTING HARDWARE.

INFILL OPENING AT EXISTING STOREFRONT WITH FIXEDGLASS PANEL TO MATCH TYPE AND FINISH OF REMAININGADJACENT STOREFRONT SYSTEM.

NEW ALUMINUM STOREFRONT ENTRY DOOR TO MATCHEXISTING STOREFRONT SYSTEM. PROVIDE WITH FULLWEATHERSTRIPPING. GLAZING TO BE DOUBLE-GLAZED,INSULATED SAFETY GLASS. MAX U-FACTOR = 0.XX.

NEW ALUMINUM STOREFRONT AND GLAZING INFILL TOMATCH EXISTING STOREFRONT SYSTEM. GLAZINGADJACENT TO DOOR TO BE DOUBLE-GLAZED, INSULATEDSAFETY GLASS. STOREFRONT ASSEMBLY SHALL BETIGHT FITTING WITH GLASS RETAINED BY STOPS WITHSEALS OR CAULKING ALL AROUND. MAX U-FACTOR =0.XX. MAX SHGC = 0.XX.

INFILL OPENING AT ABANDONED WINDOW LOCATION.MATCH EXISTING BRICK VENEER AND MORTAR. USESALVAGED BRICK FROM NEW WINDOW OPENING TO MIXWITH NEW BRICK TO IMPROVE MATCH. TOOTH IN BRICKAROUND OPENING TO MAINTAIN RUNNING BOND PATTERN.

NEW DRIVE THRU WINDOW IN NEW LOCATION.

MISCNEW CUSTOM PARTITION SCREEN, SEE ELEVATION ANDDETAILS.

NEW PLUMBING PENETRATION AT FLOOR, SEE PLUMBINGDRAWINGS.

NEW ELECTRICAL PENETRATION AT FLOOR, SEEELECTRICAL DRAWINGS.

NEW FLOOR [DRAIN] [SINK], SEE PLUMBING DRAWINGS.

PATCH SLAB TO MATCH EXISTING ADJACENT SLAB AFTERCOMPLETION OF UNDERSLAB WORK. PATCH FLOORFINISH TO MATCH EXISTING FINISHES.

EXISTING COLUMN

NEW PARTIAL HEIGHT WALL

NEW FULL HEIGHT WALL

EXISTING WALL

2' - 11 1/4"

4 3/4"

3' - 9" 2' - 9 3/4"

4' -

0"

4 1/

4"3'

- 7

3/4"

5' - 5 3/4"26' - 10 3/4"

7' -

7 3/

4"3'

- 0"

2' -

8 1/

2"

3' -

6"9

1/2"

2' - 3 1/2"

5"

10' -

8 3

/4"

CLE

ARFL

OO

RSP

ACE

CLEARFLOORSPACE

CLEARFLOORSPACE

CLEARFLOORSPACE

101

102

103

105

104

TYPE E TYPE FTYPE C

10" M

IN

SAFETYGLASS

1

3 NEW PARTITION WALL TO STRUCTURE

362S125-33 METAL STUDS 16" O.C. WITH 5/8" TYPE "X" GWB ON BOTHSIDES TO STRUCTURE ABOVE. DRYWALL SCREWS @ 12" O.C. SECUREBOTTOM TRACK TO SLAB WITH 0.145" DIA. POWDER DRIVEN ANCHORSAT 24" O.C. MAX. WITH MIN. 1/2" EMBED. SECURE TOP TRACK TOSTRUCTURE AT 24" O.C. MAX. SIZE FASTENERS TO NOT PENETRATEROOF VAPOR BARRIER.

4 7/

8"

NEW PARTITION WALL TO 6" ABOVE CEILING

362S125-43 METAL STUDS 12" O.C. WITH 5/8" TYPE "X" GWB ONONE OR BOTH SIDES TO MINIMUM OF 6" ABOVE CEILING GRID.DRYWALL SCREWS @ 10" O.C. AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS. 45 DEGREES METAL STUDREINFORCEMENT @ 48" O.C. ABOVE CEILING LINE TO SRUCTUREABOVE.

4

4 7/

8"

2

EXISTING WALL

EXISTING DEMISING WALL. 1-HR RATEDWALL.

SHELVES ABOVE 3-COMP SINK

WORKROOM HAND SINKA

B

125 LBS 3'-0" TO 3'-4" 2'-6" BEHIND SINK

SYMBOL ITEM WEIGHT HEIGHT AFF APPROX. WIDTH

C

D

E

F

G

H

SHELVES AND DATA RACKAT MANAGERS DESK

RESTROOM GRAB BARS

RESTROOM HAND SINK

UPPER STORAGE (CUBBY)CABINETS AT BACKBAR

DIAPER CHANGING TABLE

DRIVE THRU COMMUNICATIONSEQUIPMENT

200 LBS 5'-8" TO 6'-0" 8'-0" CENTERED ABOVE 3-COMP SINK

300 LBS 1/2" ACX PLYWOOD

2'-6" TO 3'-0"

7'-0" CENTERED ABOVEMANAGER'S DESKAND DATA RACK

200 LBS 5'-0" AROUND WC

200 LBS 3'-0" TO 3'-4" 2'-6" BEHIND SINK

BLOCKING SPECIFICATION FOR FRENCH CLEAT MOUNTING SYSTEMTO BE DETERMINED BY G.C. BASED ON INFORMATION PROVIDED ONSTARBUCKS' AEC WEBSITE.

100 LBS 4'-0" TO 6'-6" 4'-0" BEHIND POS AND BARISTAAT DT WINDOW

250 LBS 3'-4" TO 3'- 11" 2'-10" BEHIND TABLE

J MERCH BAYS (STORAGE CABINETS) 300 LBS FULL WIDTH OF WALL5'-8" TO 6'-0"

K RESERVE TOWER 300 LBS FULL WIDTH OF WALL5'-8" TO 6'-0"




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

As indicated

6/15

/201

4 7:

42:3

5 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

I-1103

FLOOR PLAN

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY

WALL LEGEND - FLOOR PLAN

Scale: 1/4" = 1'-0"1 1ST FLOOR - FLOOR PLAN

DOOR TYPE LEGEND

WALL TYPES

DOOR SCHEDULEDOOR NO. STATUS SIZE TYPE

101 EXISTING 72 X 84 C102 NEW 36 X 84 F103 EXISTING 36 X 84 E104 EXISTING 36 X 84 E105 EXISTING 36 X 84 E

WALL BLOCKING KEY


NLNL

EXISTINGDOOR

36"

PENETRATION PLAN NOTESA. ALL STUB-UP DIMENSIONS ARE RELATIVE TO FINISHEDWALL LOCATIONS (SHOWN AS OUTLINES ON THIS PLAN).REFER TO FLOOR PLAN FOR WALL PLACEMENT.

B. FLOOR SINK: REFER TO CUT SHEETS FOR COMPONENTSPECIFICATIONS AND CUTOUT REQUIREMENTS.

C. WASTE LINE PENETRATIONS: REFER TO PLUMBING PLANSFOR INDIVIDUAL LINE SPECIFICATIONS.

D. STUB-UP PENETRATIONS: REFER TO PLUMBING PLANS FORINDIVIDUAL STUB-UP SPECIFICATIONS.

E. TOILET FLOOR PENETRATION: REFER TO CUT SHEETS FORSTUB-UP LOCATION RELATIVE TO FINISHED WALL.

F. PENETRATION TO BE LOCATED ON CENTERLINE OF WALLOR AS REQUIRED PER CONDITIONS.

G. TRENCHING OUTLINE FOR GUIDELINE USE ONLY. GENERALCONTRACTOR TO COORDINATE WITH SPECIFIC TRADES ANDSITE CONDITIONS TO DETERMINE ACTUAL LAYOUT.

SHEET NOTES1.

PENETRATION PLAN SHEET NOTESNEW ELECTRICAL PENETRATION. INTERCEPT ANDSHIFT EXISTING ELECTRICAL CONDUITS TO NEWPENETRATION LOCATION SHOWN. SEE ELECTRICALPLAN.

EXISTING POWER PANELS. PROVIDE CLEARANCESPER NEC REQUIREMENTS.

EXISTING LIGHTING CONTROL PANEL.

EXISTING FLOOR SINK TO REMAIN.

EXISTING MOP SINK PENETRATION.

NEW GREASE INTERCEPTOR RECESSED IN FLOORWITH ACCESS COVER. SEE PLUMBING PLAN.

INFILL SLAB TO MATCH EXISTING AT ABANDONEDFLOOR SINK PENETRATIONS. PREPARE SURFACE FORNEW FLOOR FINISH AS SCHEDULED.

FLOOR SINK

FLOOR PENETRATION

PLUMBING PENETRATION AREA

ELECTRICAL PENETRATION AREA

6' - 10"

13' - 8 3/4"

19' - 11"

21' - 2 1/4"

22' - 10 1/4"

24' - 9"

5' -

2 1/

4"

5' -

7 3/

4"

3' -

10"

4' -

10 1

/2"

5' -

7 3/

4"

1' -

10"




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/15

/201

4 7:

42:3

6 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

I-1104

PENETRATION PLAN

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY

PENETRATION PLAN LEGENDScale: 1/4" = 1'-0"1 1ST FLOOR - PENETRATION PLAN


FF AND E PLAN NOTESA. GENERAL CONTRACTOR TO SCHEDULE WITH LOCALREFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOODCASE START-UP AND TESTING. FOR APPROVEDCONTRACTOR, CONTACT VENDOR.

B. THE SPACE IS SERVED BY THE MUNICIPAL WATER ANDSEWER SYSTEM UNLESS OTHERWISE NOTED.

C. ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONALSANITATION FOUNDATION STANDARDS OR EQUIVALENT.

D. EQUIPMENT UNITS SHALL CONTAIN NO EXPOSEDTHREADS, EMBELLISHMENTS OR OVERHANGING EDGESTHAT SERVE AS PLACES FOR ACCUMULATION OF DUST,DIRT AND DEBRIS.

E. WARMING OVEN(S) SHOWN FOR PERMITTING PURPOSES.INSTALLATION AT STORE OPENING TO BE VERIFIED BYSTARBUCKS CONSTRUCTION REPRESENTATIVE.

F. EACH HAND WASHING SINK WILL HAVE A SINGLE SERVICETOWEL AND SOAP DISPENSER, AND ALL HAND SINKS TOHAVE A COMBINATION FAUCET OR PREMIXING FAUCET.

G. FOR PLUMBING FIXTURES, REFER TO THE PLUMBINGDESIGN PLAN. FOR DATA DEVICE SCHEDULE, REFER TO THEELECTRICAL DESIGN PLAN

FF & E PLAN SHEET NOTES1.INSTALL NEW CAFE FURNITURE THROUGHOUT ASSCHEDULED

2.INSTALL NEW EXTERIOR FURNITURE ASSCHEDULED. NEW UMBRELLAS AND BASES ASSCHEDULED.

3.INSTALL NEW FEATURE CUBES AND NEW RETAILFLOOR BASKETS PER PLAN. STORE OPERATIONS TOORDER NEW RETAIL FLOOR BASKETS.

4. INSTALL SALVAGED ESPRESSO MACHINES. PLACEESPRESSO MACHINES 21" APART ON BARCOUNTERTOP. GC TO VERIFY IF THE FOLLOWINGITEMS NEED TO BE MODIFIED TO ACHEIVE THISPLACEMENT:MOVING OF ESPRESSO PUMPSEXTENDING POWER CORDADJUSTING PLUMBING LINESADDING/COVERING GROMMET HOLES.COORDINATE WITH STARBUCKS CM.

5. INSTALL 2 SALVAGED UNDERCOUNTERREFRIGERATORS AT [ESPRESSO BAR, WARMING]. SEEELECTRICAL FOR ADDITIONAL REQUIREMENTS.

6. INSTALL SALVAGED OVENS AT NEW WARMINGCASEWORK, SEE ELECTRICAL.

7. INSTALL SALVAGED POS AUXILIARY EQUIPMENT.TO CONTACT AN INFORMATION TECHNOLOGY (IT)VENDOR REGARDING DATA, CABLING, VOICE ANDNETWORK CIRCUITS, IT RACK AND/OR TURNINGEQUIPMENT OFF FOR RELOCATION OR PAINTING.CONTACT VIA EMAIL: [email protected].

ANY ADDITIONAL EXPENSES INCURRED DUE TOCONTRACTOR'S FAILURE TO SCHEDULEACCORDINGLY WILL BE THE RESPONSIBILITY OF THECONTRACTOR.

8. INSTALL NEW RESTROOM ACCESSORIES ASINDICATED. SEE ENLARGED RESTROOM PLAN ANDELEVATIONS.

9.NEW WORKROOM HAND SINK, SEE PLUMBINGDRAWINGS

E 11083

E 10473 E 10473

E 12618

E 12508

E 10797

E 11851E 11823

E 12631

E 10344

E 10527

E 10305

E 10384

E 12915

E 10977

E 11115

E 10977

(2)

E 13330E 10855E 13584E 10791

E 10091E 10858E 10396E 10091(2)

(2)

F 14042F 12187

F 13357

F 12233

F X1002F 13368F 13570 (5)

(5)

(2)

(2)(17)(8)(8)

F 10513F 12160 F 12149S 10065 (30)(9)(3)(2)S 12139(2)

F 13570 (2)(2)F 13366

F X1001 F X1000

WORKROOM

RESTROOMRESTROOM

SALES

CAFESEATING

VESTIBULE

BACKBAR

1

22

3

4

5

5

6

7

8

8

9

FX12311 FX12358FX11961 FX12311




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/15

/201

4 7:

42:3

7 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

I-1105

FF AND E PLAN

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY

Scale: 1/4" = 1'-0"1 1ST FLOOR - FURNITURE, FIXTURES, AND EQUIPMENT PLAN


CASEWORK PLAN NOTESA. GENERAL CONTRACTOR TO NOTIFY STARBUCKSCONSTRUCTION MANAGER IMMEDIATELY IF A DISCREPANCYEXISTS BETWEEN CASEWORK SHOP DRAWINGS, SITEDIMENSIONS, CASEWORK PLAN OR ACTUAL CASEWORKFIXTURES. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATEDDATUM POINT.

B. STARBUCKS CONSTRUCTION MANAGER TO COORDINATE ANDSCHEDULE CASEWORK DELIVERY DATE. GENERALCONTRACTOR TO CONFIRM CASEWORK DELIVERY DATE WITHCASEWORK MANUFACTURER 4 WEEKS AND 1 WEEK PRIOR TOSCHEDULED DATE OF DELIVERY.

C. STARBUCKS CONTRACTS DIRECTLY WITH CASEWORKVENDOR TO SUPPLY CASEWORK LISTED IN CASEWORKSCHEDULE, UNLESS OTHERWISE NOTED.

D. REFER TO CASEWORK INSTALLATION MANUAL PROVIDED BYCASEWORK VENDOR FOR COMPLETE INSTALLATIONINSTRUCTIONS.

E. ALL CASEWORK BASE UNITS SHALL BE SET ON 1/4" (6MM)NON-ABSORBENT PLASTIC SHIMS PROVIDED BY CASEWORKVENDOR.

F. SEE WALL FINISH PLAN FOR LOCATION, TAGGING, AND FINISHSCHEDULES OF APPLIED WALL TREATMENTS.

G. SEE REFLECTED CEILING PLAN FOR CASEWORK SOFFITLOCATIONS.

1. GC TO INSTALL NEW POS COUNTERTOP AND [TOPSET] [INTEGRAL] CASH CORRALS ON EXISTINGCASEWORK. MODIFY EXISTING CASEWORK ASREQUIRED BY NEW COUNTERTOP AND CASH CORRALS.SEE CW FINISH SCHEDULE FOR MATERIAL.

2. GC TO INSTALL NEW FRONTLINE WOOD CLADDING ATPOS AND LEATHER CLADDING AND TOP CAP AT BARISTABAR. VENDOR TO FIELD MEASURE FRONTLINE. VENDORTO SUPPLY MATERIALS, GC TO INSTALL.

3. NEW CUSTOM WIDTH RESERVE TOWER, VENDOR TOFIELD VERIFY DIMENSIONS PRIOR TO MANUFACTURING.SECURE TO WALL.

4. INSTALL NEW UPPER CUBBIES [WITH CONTINUOUSLIGHT VALANCE[ AT BACK LINE AND DRIVE THRU.

CASEWORK PLAN SHEET NOTES

INDICATES STAINLESSSTEEL (SST) COUNTERTOP

INDICATES CHAIR RAIL

INDICATES SOLIDSURFACE (SS) COUNTERTOP

C 12787C 12786

C 12475C 12007(2)

C 11915C 12080

C 12780

C 12098C 12080

C 12096

C 11945(2)(2)

C 14294

C 12067C 12786C 12080

C 12767

C 11972

C 12066

C 12091

C 14377C 12768C 12770

C 12743C 12749C 12748C 12746

C 12103

CX13579C 12011

C 12050

C 12043

C 11885C 12028

(2)

C 12367 (3) C 10743 C 12236C 13377

C 13399C 13374

CX13571 C 12846C 13331C 12363

1

2

3

C 12119 C 11977C 11977(2)

C 12845C 12816C 12845

26' - 7"

C 12816C 12816

4




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/15

/201

4 7:

42:3

8 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

I-1107

CASEWORK PLAN

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY

CASEWORK PLAN LEGEND

Scale: 1/4" = 1'-0"1 1ST FLOOR - CASEWORK PLAN

Scale: 1/4" = 1'-0"2 UPPER CASEWORK PLAN


REFLECTEDCEILING PLAN NOTESA. IF REQUIRED BY LOCAL CODE, GENERAL CONTRACTORTO PROVIDE SEMI-RECESSED SPRINKLER HEADS WITHPOLISHED CHROME ESCUTCHEONS CENTERED INACOUSTICAL CEILING TILE. IF PENDANT HEADS AREREQUIRED IN GYPSUM SOFFIT OVER FRONTBAR, CONCEALSUPPLY PIPING WITHIN SOFFIT. GENERAL CONTRACTOR TOSUBMIT SPRINKLER LAYOUT TO STARBUCKS' CONSTRUCTIONMANAGER FOR APPROVAL PRIOR TO INSTALLATION.

B. GENERAL CONTRACTOR TO PROVIDE AND LOCATESPRINKLERS PER LOCAL CODES. CONTACT STARBUCKSCONSTRUCTION MANAGER IF DESIGN INTENT IS AFFECTED.

C. WHERE ACOUSTICAL CEILING MEETS WALL, PROVIDEANGLE WALL MOLDING FOR REVEAL. MATCH CEILING GRIDCOLOR WHEN APPLICABLE.

D. LEAVE (10) ADDITIONAL RETAIL CEILING TILES, TO MATCHRETAIL CEILING PAINT COLOR, ABOVE THE WORKROOMCEILING AT MANAGER'S DESK FOR FUTURE USE.

E. PROVIDE GROMMET AT ALL CEILING PENETRATIONS FORFIXTURES OR SUPPORTS.

F. HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)SHOWN FOR DESIGN INTENT ONLY. CONTACT PROJECTMANAGER IF CHANGED.

G. DIFFUSERS AND RETURNS AT BACKBAR IN ACOUSTICALCEILING TILE TO BE CENTERED IN TILE, PAINTED TO MATCHADJACENT FINISHES, TYPICAL.

H. PAINT ALL HVAC DUCTS, HVAC DIFFUSERS, RECESSEDSPEAKERS AND LIGHT TRIM RINGS THE SAME COLOR ASCEILING OR SOFFIT. TYPICAL THROUGHOUT RETAILPORTION OF STORE.

J. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USESTARBUCKS' NATIONAL ACCOUNT "COLOR CODE" WHENORDERING PAINTS. SEE SCHEDULE SHEETS FORSCHEDULES

K. SEE LIGHTING DESIGN PLAN FOR FIXTURE TYPES ANDLOCATION DIMENSIONS.

SHEET NOTES1.

REFLECTED CEILING PLAN SHEET NOTESLIGHTINGINSTALL (X) NEW WINDOW PENDANTS, [CENTERED INWINDOW PANE U.O.N.] SEE ELEVATIONS FORMOUNTING HEIGHT. CONNECT TO EXISTINGELECTRICAL.

INSTALL NEW RECESSED CAN LIGHT FIXTURE AT HAND-OFF PLANE. CONNECT TO EXISTING ELECTRICAL.

INSTALL (X) NEW RECESSED CAN LIGHT FIXTURES ATMODIFIED GWB SOFFIT, ALIGN WITH EXISTING.SEE ELECTRICAL.

INSTALL (X) NEW CAN LIGHTS TO MATCH EXISTINGSPEC. [CENTER IN ACOUSTICAL CEILING TILE][ALIGN WITH EXISTING CAN LIGHTS AS SHOWN].

INSTALL ADDITIONAL TRACK HEADS AT EXISTING TRACKLOCATION, MATCH EXISTING. SEE ELECTRICAL.

REINSTALL SALVAGED EXIT SIGNAGE CENTERED OVERNEW DOOR.

SOFFIT & CEILINGSNEW SHAPE AT BAR SOFFIT. PATCH AND REPAIR FACETO PROVIDE A LIKE NEW, FINISH READYCONDITION.

PATCH SOFFIT, BRING TO UNIFORM APPEARANCEWITH SURROUNDING SOFFIT SURFACE.

EXTEND SOFFIT TO BULKHEAD WALL.

EXISTING PAINT AT ACT CEILINGS TO REMAIN.

PAINT GWB SOFFIT [ABOVE BAR], INCLUDINGLIGHTING TRIM AND HVAC METAL GRILL. PAINTALL SIDES SAME COLOR.

PATCH AND PAINT WALL AT DEMOLISHED SOFFIT.

PATCH CEILING SYSTEM TO MATCH EXISTING,ADJACENT CEILING AS REQUIRED BY SCOPE OFWORK.

PAINT ACOUSTICAL CEILING TILE [THROUGHOUTCAFE] [WHERE OVER CAFE SEATING AREA]. ACT[OVER BACK BAR] [IN WORKROOM] TO REMAIN ASIS.

EXISTING PAINT AT EXPOSED CEILING TO REMAIN.COLOR SHOWN FOR REFERENCE.

EXISTING CEILING PAINT TO REMAIN, TOUCH UP ASREQUIRED BY SCOPE OF WORK, MATCH EXISTINGCOLOR. GC TO VIF COLOR IN FIELD PRIOR TOPAINTING. ARCHIVE CEILING COLOR: SHERWINWILLIAMS SWXXXX.

RESTROOMINSTALL NEW RESTROOM LIGHT FIXTURE ABOVEEXISTING MIRROR. LOCATE AT EXISTING J-BOX,CONNECT TO EXISTING CIRCUIT. SEE ELEVATIONS.

INSTALL NEW WALL MOUNTED RESTROOM LIGHTFIXTURE, SEE ELEVATIONS AND ELECTRICAL.

PAINT EXISTING RESTROOM GWB CEILING ANDWALLS ABOVE TILE.

MISCBOTTOM OF NEW HVAC DIFFUSER TO BE AT 10'-0"AFF. PAINT TO MATCH CEILING.

REPLACE INTERIOR LOGO DISK AT 5'-6" AFF TOCENTERLINE. SIGNAGE VENDOR TO VERIFY SIZE ANDREPLACE PER NEW STARBUCKS LOGO STANDARDS.

3' - 0"

3' -

0"EQ EQ EQ

3' -

0 1/

2"

L 12934L 12960

(8)

(2)

L 13258L 13243 (8)

5' -

0"3'

- 0

1/2"

5' - 0" 5' - 0" 5' - 0" 5' - 0"

L 12348(4)

7' - 5" 5' - 0" 15' - 1" 5' - 0"

L 13746L 11458

5' -

9 1/

4"

26' - 0"

14' -

0"

2' - 0 1/4"




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/15

/201

4 7:

42:3

9 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

I-1108

REFLECTED CEILINGPLAN

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY

Scale: 1/4" = 1'-0"1 1ST FLOOR - REFLECTED CEILING PLAN


FLOOR FINISH PLAN NOTESA. STARBUCKS TO SUPPLY RETAIL FLOOR TILE AND TILEBASE. GENERAL CONTRACTOR TO INSTALL. GENERALCONTRACTOR TO SUPPLY WORKROOM TILE AND BASE ANDINSTALL. GENERAL CONTRACTOR TO SUPPLY AND INSTALLMORTAR, ADHESIVE, AND GROUT. GENERAL CONTRACTORTO INSPECT ALL TILES AND REJECT DAMAGED ORSUBSTANDARD TILES PRIOR TO INSTALLATION.

B. ALL TILE AND SLATE TO BE INSTALLED PER TILE COUNCILOF AMERICA STANDARDS.

C. ALL FLOORING AND BASE MATERIAL TO BE INSTALLEDACCORDING TO STARBUCKS SPECIFICATIONS.

D. CABINET BASES TO BE SET AFTER TILE INSTALLATION.

E. ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN.

F. FOR CARPET INSTALLATION, REFER TO MANUFACTURERS'INSTALLATION INSTRUCTIONS.

FLOOR FINISH PLAN SHEET NOTES

1. TILE START POINTS WHERE INDICATED.

2. FLOOR SINK/FLOOR DRAIN LOCATION.

3. INSTALL NEW FLOOR TILE WHERE INDICATED.

4. NEW TILE BASSE THROUGH OUT CAFE & BACK BAR.

5. INSTALL WALK OFF MAT AS INDICATED.

6. EXISTING TILE BAS IN WORKROOM TO REMAIN.

CAFE TILE BASE

RESTROOM TILE BASE

ETR EXISTING TO REMAIN FLOORING - WORK ROOM

BACK BAR TILE BASE

1

2

3

T 12204T 12204

T 12204

T 12204T 12204

T 12204

ETR

T 11158

T 11158

2

16

I-5001

Sim

16

I-5001

Sim

CAFESEATING

BACKBAR

SALES

WORKROOM

RESTROOMRESTROOM

VESTIBULE1

3

3

33

3

3

4

4

4

44

4

5

5

6




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/15

/201

4 7:

42:4

0 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

I-1109

FLOOR FINISH PLAN

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY

FLOOR LEGENDScale: 1/4" = 1'-0"1 1ST FLOOR - FLOOR FINISH PLAN

1

2

1111

1

3

111

1

1

111

2

2

2

3

3

3

3

3

1

1


WALL FINISH PLAN NOTESA. WORKROOM TO BE FINISHED PER LOCAL CODEREQUIREMENTS.

B. INSTALL CLEAR CORNER GUARDS AS INDICATED. MOUNTAT 6” (150MM) AFF. BACK-PAINT WITH CORRESPONDING WALLCOLOR. ADHERE WITH CLEAR SILICONE ADHESIVE AND #6STAINLESS STEEL OVAL HEAD SCREWS 3” (75MM) FROMENDS, 12” (305MM) ON CENTER. OFFSET SCREWS ON EITHERSIDE BY 1/2" (10MM) VERTICALLY. CUT CORNER GUARDS TOFIT BELOW CHAIR RAIL AT APPLICABLE LOCATIONS. DO NOTINSTALL CORNER GUARDS ABOVE CHAIR RAIL.

C. INSTALL METAL CORNER GUARDS AS INDICATED. MOUNTAT 6” (150MM) AFF. AFFIX WITH #6 STAINLESS STEEL OVALHEAD SCREWS 3” (75MM) FROM ENDS, 12” (305MM) ONCENTER OFFSET SCREWS ON EITHER SIDE BY 1/2" (10MM)VERTICALLY. TO BE INSTALLED IN BACK OF HOUSE ONLY.

D. CHANGE OF PAINT COLOR ALLOWED AT INSIDE CORNERSONLY.

E. REFER TO INTERIOR ELEVATIONS FOR GRAPHICSLOCATIONS.

F. REFER TO CASEWORK FINISH SCHEDULE FOR ADDITIONALINFORMATION

G. GENERAL CONTRACTOR TO PROVIDE AND INSTALLWORKROOM WALL FINISHES.

A.

I-1111 WALL FINISH PLAN SHEET NOTES1. NEW BACK BAR WALL TILE ABOVE EXISTINGBACKSPLASH TO BOTTOM OF EXISTING UPPERCABINETS [WHERE THEY OCCUR]. REFER TO INTERIORELEVATIONS FOR EXTENT OF WORK.

2. NEW BACK BAR WALL P-LAM. VENDOR PROVIDED, GCTO INSTALL. ALIGN WITH NEW BACKBAR WALL TILE.REINSTALL EXISTING CORNER GUARD AFTER P-LAMINSTALLATION. REFER TO INTERIOR ELEVATIONS FOREXTENT OF WORK.

3. NEW RESTROOM WALL TILE ABOVE NEW TILE BASE.[INSTALL SCHLUTER STRIP AT TOP EDGE OF TILE. ]REFER TO ENLARGED RESTROOM PLAN ANDELEVATIONS FOR EXTENT OF WORK.

4 NEW PAINT THROUGHOUT, SEE ELEVATIONS.

5 NEW VINYL WALL COVERING BELOW NEW CHAIR RAIL,NO CHAIR RAIL BEHIND BANQUETTE, SEE ELEVATIONS.

INDICATES BACKBAR WALL TILE

INDICATES RESTROOM WALL TILE

INDICATES FULL HEIGHT WOOD CLADDING

INDICATES WAINSCOT VERTICAL TRIMAND/OR CORNER GUARD

INDICATES WAINSCOT1

2

3

4

5 FLAT BAR TRIM - SEE DETAILINDICATESFULL HEIGHT WOOD CLADDING

A-2001 1

A-2001

2

I-2101

1

2

I-2101

4

I-2101

6 I-2101

5

I-21013

8

1 1

11 1 1 1

2 2 22

3

3

3 3

3

3

3

3

4

4

4

4

4

4

5

5

7

I-4102

1

I-4102

7

2

3

4 8

9

10

CAFESEATING

SALES

BACKBAR

RESTROOMRESTROOM

VESTIBULE

1

2

1

6

2

33

55 5 5

4

4

44




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/15

/201

4 7:

42:4

1 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

I-1111

WALL FINISH PLAN

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY

WALL TREATMENT LEGEND

Scale: 1/4" = 1'-0"1 1ST FLOOR - WALL FINISH PLAN


INTERIOR ELEVATION NOTESA. REFER TO MANUFACTURERS' INSTRUCTIONS SHIPPED WITHARTWORK FOR INSTALLATION INSTRUCTIONS AND SPACING.

B. INSTALL WALL CABINETS BEFORE BACKBAR WALL TILE.RUN BACKBAR WALL TILE TO UNDERSIDE OF WALL CABINETS,NOT BEHIND CABINETS.

C. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USESTARBUCKS' NATIONAL ACCOUNT "COLOR CODE" WHENORDERING PAINTS.

D. PAINT FINISHES SHALL BE APPLIED AS FOLLOWS, UNLESSOTHERWISE NOTED;

- ALL WOOD AND METAL SURFACES SHALL BE PAINTED SEMIGLOSS, OR EQUAL.- ALL ACCENT AND TRIM PAINT TO BE SEMIGLOSS,

OR EQUAL.- ALL WALL AND CEILING PAINTS TO BE EGGSHELL, OR EQUAL.

E. FOR PAINT AND WALL TREATMENT SCHEDULES, REFER TOTHE WALL FINISH PLAN. FOR GRAPHICS SCHEDULE, REFERTO THE FURNITURE, FIXTURES, AND EQUIPMENT PLAN.

I-2101 - ELEVATION SHEET NOTES1. ATTACH MENU HINGE TO TOP OF CABINET TOALLOW ACCESS TO CABINET SHELVES BEHIND,TYPICAL.

2. APPLY FRP TO ALL SIDES OF CHASE INTERIORBEHIND CUBBIE.

3. BACKBAR WALL TILE RUNS BEHIND WARMINGSTATION.

4. FRP BELOW COUNTER TOPS U.O.N.

5. FRAMED ART WORK 45" x 35" AS INDICATED INELEVATION.

6. CHAIR RAIL ON SIDE WALL, ALIGN WITH TOP OFBANQUETTE. EXTEND VINYL WALLCOVERINGBELOW CHAIR RAIL 6" BEHIND BANQUETTE.

7. EXISTING WINDOW LOGO DISK TO REMAIN.CHANGE FACE ONLY.

8.FULL HEIGHT WOOD CLADDING

T 12205

B 13449

B 13449

P554-ES

9 1/2" 5" 2' - 3 1/2"

F 12837 F 12837 F 12837 F 12837 F 12838 F 12837F 12839 F 12839 F 12839 F 12839 F 12839 F 12839

1 1 1 1 1 1

2

4

3

C 12050 C 12043C 12043 C 12007

C 12748

C 12103C 12768

5' -

0"

P554-ES

R 12173

B 13449

R 12247

WOODCLADDING

8

P554-ES

Q 12205

Q 12205

B 11403

G X1001

WOODCLADDING

P554-ES

R 12247

B 11403

R 12173

10' - 5"

G X1002

G X1004 G X1003

3' -

8"

10"2' - 8 1/2"

5' -

6 1/

2"

3' -

0"

4" 4"

2' - 8 1/2"

5' -

6 1/

2"

7' -

0 3/

4"

P554-ES

XX

5

55

666

EQ EQ

WOODCLADDING

P554-ES

R 12173

R 12247

B 11403

G X1000

R 12173

R 12247

B 13449

P554-ES5

6

7

8D X2000

2' -

10"

8 1/2"

10 1

/4"

11 1

/2"

EQ EQ

P554-ES

R 12173

R 12247

B 11403

F X1001

5

6

2' -

8"4"

1' -

1"




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

As indicated

6/15

/201

4 7:

42:5

7 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

I-2101

INTERIOR ELEVATIONS

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY

Scale: 3/8" = 1'-0"2 ELEVATION @ FRONTBAR - PARTNER

Scale: 3/8" = 1'-0"1 ELEVATION @ BACKBAR

Scale: 3/8" = 1'-0"4 ELEVATION @ FRONTBAR - CUSTOMER

Scale: 3/8" = 1'-0"5 ELEVATION @ RESERVE TOWERScale: 3/8" = 1'-0"6 ELEVATION @ CAFE SEATING


Scale: 3/8" = 1'-0"7 ELEVATION @ ENTRANCEScale: 3/8" = 1'-0"3 ELEVATION @ HANDSINK - WORKROOM

Scale: 3/8" = 1'-0"8 ELEVATION @ VESTIBULE

ENLARGEDRESTROOM PLAN NOTESA. DETAILS ARE FOR REFERENCE ONLY.

B. ALL RESTROOM ACCESSORIES MOUNTING HEIGHTS TO MEETACCESSIBILITY REQUIREMENTS PER STARBUCKS ACCESSIBILITYSTANDARDS.

C. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFYSTARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIESPRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROMDESIGNATED DATUM POINT.

D. DIMENSIONS ARE TO FACE OF FINISHED SURFACE.

BABY CHANGING STATIONNOTES1. CHANGING STATION IS TO BE INSTALLED PERMANUFACTURER’S INSTRUCTIONS. UNIT IS TO BE FASTENEDTO STRUCTURE AT ALL SIX CHASSIS ATTACHMENT POINTS.STANDARD INSTALLATION IS ATTACHMENT TO WOOD STUDSAND/OR WOOD BLOCKING. FOR NON-STANDARD FRAMINGCONDITIONS OTHER THAN CONCRETE, USE TOGGLERSNAPTOGGLE HEAVY DUTY TOGGLE BOLTS TO SECURELYATTACH CHASSIS TO WALL. FOR CONCRETE WALLS, USEFISCHER S-PLUG FIXINGS TO ANCHOR FASTENERS.SUBSTITUTION OF FASTENERS OTHER THAN THEMANUFACTURER AND PRODUCT SPECIFIED IS NOT ALLOWEDWITHOUT PRIOR APPROVAL. LOAD TEST AFTER INSTALLATIONWITH 100 LB. WEIGHT FOR 15 MINUTES.

2. LOCATE STATION TO ALLOW NECESSARY CLEARANCE FOROPERATION OF ALL RESTROOM FIXTURES. LOCATION SHALLNOT IMPEDE ACCESS, EGRESS, OR DOOR SWING. VERIFYANY ALTERNATE LOCATION OR INSTALLATION APPROACHWITH STARBUCKS PROJECT LEAD.

SHEET NOTES1. EXISTING PLUMBING FIXTURES TO REMAIN.

2. EXISTING ACCESSORIES TO BE REUSED; AT ORIGINALLOCATION. VERIFY LOCATION WITH ACCESSIBLITYREQUIREMENT PER DETAILS ON SHEET I-4102.

3. MOVE RESTROOM LAV TO MEET ACCESSIBILITYREQUIREMENT PER DETAILS ON SHEET I-4102.

4. ALIGN GROUT JOINTS AT TILE BASE AND WALL TILE. TYPICALALL WALLS.

B 11403

Q 12305

Q 12344

Q 12305

Q

4

L 12529

B 11403

Q 12344Q 12305

Q 12305

Q

4

3

Q 12305Q 12344Q 12305

QEQ.

3

L 12529

EQ. EQ.

B 11403

Q 12305Q 12344Q 12305Q

4

B 11403

Q 12305

Q 12344Q 12305

Q

EQ.

4

L 12529

Q 12305Q 12344

Q 12305

Q

EQ. EQ.

B 11403

4

3

L 12529

B 11403

Q 12305

Q 12305

Q 12344

EQ. EQ.

4

3

EQ. EQ.

B 11403

Q 12305

Q 12344Q 12305

Q

4

I-2101 8

I-4102

1

I-4102

7

2

3

4 8

9

10

RESTROOMRESTROOM1 2 1 2




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

As indicated

6/15

/201

4 7:

42:5

8 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

I-4102

ENLARGEDRESTROOM PLAN AND

ELEVATIONS

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY


Scale: 1/4" = 1'-0"1 Elevation 1 - aScale: 1/4" = 1'-0"2 1 - b

Scale: 1/4" = 1'-0"3 2 - cScale: 1/4" = 1'-0"4 2 - d

Scale: 1/4" = 1'-0"7 Elevation 2 - aScale: 1/4" = 1'-0"8 Elevation 2 - b

Scale: 1/4" = 1'-0"9 Elevation 2 - cScale: 1/4" = 1'-0"10 Elevation 1 - d

Scale: 1/2" = 1'-0"5 ENLARGED RESTROOM PLAN

2"

1"

6"

VERIFY IN-WALL BLOCKING ORENSURE SOLID ATTACHMENT OFCLEAT TO WALL AT EACH STUD

CENTER FASTENERS VERTICALLYON WALL CLEAT SOLIDLYATTACHED TO WALL. SEESCHEDULE "WALL TYPE FASTENERSCHEDULE" FOR SPECIFICATIONS.

1"X4" (25MM X 100MM)FURRING STRIP OR EQUIVALENT

STUD WALL BLOCKING REQUIREMENTS:WOOD STUD WALLS REQUIRE MIN. 2"X6"(50MMX150MM) WOOD BLOCKING SECUREDFLUSH TO STUD FACE WITH (3) 10D NAILS (OREQUIVALENT)

METAL STUD WALLS REQUIRE MIN. 2"X6"(50MMX150MM) WOOD BLOCKING SECUREDFLUSH TO STUD FACE WITH MIN. (3) #6 CT. 1.25"(30MM) SCREWS (OR EQUIVALENT)

EQ EQ EQ EQ EQ EQ EQ

VARIES

WALL TYPE FASTENER SCHEDULE

WALL TYPE WALL BLOCKING FASTENERS NOTES

WOOD FRAME #8 X3" (75MM) WD OR EQUIVALENT

X DDR-REFER TO ARCHITECT OF RECORD WALL BLOCKING DETAILNDR-REFER TO WALL BLOCKING DETAIL THIS SHEET

DDR-REFER TO ARCHITECT OF RECORD WALL BLOCKING DETAILNDR-REFER TO WALL BLOCKING DETAIL THIS SHEETMETAL FRAME X #6CT. X11/4" (30MM) MTL/WD

OR EQUIVALENT

MIN. 5/16"X3" (8MMX75MM)TAPCON OR EQUIVALENT

MIN. 1/4"X3" (7MMX75MM)SLEEVE ANCHOR OR EQUIVALENT

MIN. 1/4"X1" (7MMX25MM)WEDGE ANCHOR OR EQUIVALENT

SPACE PER DETAIL THIS SHEET

SPACE PER DETAIL THIS SHEETAVOID SETTING ANCHORS IN MORTAR JOINTS

SPACE PER DETAIL THIS SHEET

(6) FASTENERS EVENLY SPACED 3" (75MM) MINIMUM.ACROSS OPENING (TYPICAL AT ALL CABINETS)

CENTER FASTENERS VERTICALLY ON WALL CLEATSOLIDLY ATTACHED TO WALL. SEE "WALL TYPEFASTENER SCHEDULE" FOR SPECIFICATION.

ADJUSTABLE SHELF (IF APPLICABLE)

METAL TRIM TO BE PAINTED

SIMILAR FASTENERS AT EACH STUD LOCATIONACROSS OPENING (TYPICAL AT ALL CABINETS)

CMU

NCT

BRICK

3 1/2" 3 1/2"

FOOD MENUBOARD

DAILY OFFERINGMENU BOARD

ALIG

N W

ITH

CEN

TER

OF

POS

BEVERAGE MENU BOARDS

UPPERSTORAGECABINETS

3I-5001

7'-10" - TOP OF CABINET

SCREW MENU HINGE TO TOPOF CABINET. ALIGN PIANO HINGEJOINT TO CABINET EDGE

USE WINGNUTS AT BRACKETMOUNT TO ADJUST VERTICALHEIGHT OF MENU AS NEEDED

6'-1" AFF - BOTTOM OF MENU

MENU BOARDS ARE HINGED TOALLOW ACCESS TO CABINETSHELVES BEHIND

DOUBLE HEIGHT STORAGECABINET AT BACK BAR WALL

ATTACH PLASTIC MENU STOPSTO CABINET VERTICAL EDGES(SUPPLIED BY CASEWORK VENDOR)

UNDERCABINET TASK LIGHT

I-50014

CABINET BOTTOM PANEL

FLEX CONDUITTO TASK LIGHT

UNDERCABINET TASKLIGHT TO BOTTOMCORNER OF CABINET

CONTINUOUS TASKLIGHT VALANCE

1/2"

2"

MENU BOARD

EQ EQ

1/2 OFFSET (BRICK)

GYPSUM WALL BOARD

CEMENTITIOUS BOARD

WALL TILE

GROUT

SOLID SURFACE BACKSPLASH

OPEN AREA BEHIND SOLID SURFACE

GROUT

3/8" (12MM) "L" SHAPED METAL TRIM

STAINLESS STEEL BACKSPLASH(WHERE OCCURS)

GYPSUM WALL BOARD

CEMENTITIOUS BOARD

WALL TILE1"X4" SOLID WOOD CHAIR RAILATTACHED TO WALL WITHCONSTRUCTION ADHESIVE ANDNAILS SPACED 24" (610MM) APART.FILL ALL NAIL HOLES.

LATEX CAULKING

WOOD WAINSCOT PANEL (AS OCCURS)

CHAIR RAIL TO OVERLAPVINYL WALLCOVERING

PAINTED WALL

4"

SEE INTERIOR ELEVATIONS FOR HEIGHT

3/4"

3/4"

MITER AND EASE ALLOUTSIDE CHAIR RAILCORNERS

WOOD MAPLEVENEER PANELS(WHERE SPECIFIED)

GYPSUM WALL BOARD

1"

1"

1/4"

1/4" (7MM) WOODMAPLE VENEER PANELSECURE TO WALLWITH CONSTRUCTIONADHESIVE, SKIPTROWEL

SOLID WOODVERTICAL TRIMATTACH TO WALLWITH CONSTRUCTIONADHESIVE AND NAILAT 12" (300MM) FILLALL NAIL HOLES

BASE TRIM OUTLINE(BELOW)

SUBSTRATE

1"x1" HOT ROLLED STEELCORNER GUARD - FULLHT. (COUNTERSINKBLACKENED FASTENERSWHERE OCCURS)

WOOD CADDING

WOOD CADDING

LINE OF CHAIR RAILBELOW (TYP).

CASE OPENING WITH1/8" THICK BRUSHEDSTAINLESS STEELPLATE.

FINISH FACE OFWALL

1/8" THICK MT0011 FLATBAR TRIM; COUNTER SINKBLACKENED FASTENERS

FRAMING

1/8" (FLAT BAR EXTENDSBEYOND CHAIR RAIL)

CASEWORKBULLNOSE SANITARYCOVED TILE BASE

SHIM AS NEEDED

SUB-FLOOR STRUCTURE/SUBSTRATE

MIN. 5" (127MM) WIDEFLEXIBLE WATERPROOFMEMBRANE (MIN 12 MILTHICKNESS) APPLIED TOSUB-FLOOR ANDCASEWORK BASE.ADHERE TO SUBSTRATEPER MANUFACTURERRECOMMENDATION

FINISH FLOORING

FLOORING ADHESIVE

CASEWORK BOX BASE

6" (152MM) +/- TYP AFF

MIN

2 1/2"

MIN

2 1/

2"

FIBERGLASSREINFORCED PLASTIC

FINISH PANEL

DIE WALL

BULLNOSE SANITARYCOVED TILE BASE

FLOORING MATERIAL

WALL FINISH PER ELEVATIONS

BULLNOSE SANITARY3/8" COVED TILE BASE

NEW FLOORING

STOREFRONT DOOR ANDTHRESHOLDNEW WALK OFF MAT

WATERPROOF MEMBRANE,(ONLY IF ON WOOD SUBFLOOR)

3/8" METAL EDGE OR SIMILARFOR DESIGN INTENT. SLIDEMETAL LEG UNDER MAT.

FLOOR TILE -EXISTING OR NEW




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

As indicated

6/15

/201

4 7:

42:5

9 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

I-5001

DESIGN DETAILS

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY

Scale: 1" = 1'-0"1 UPPER CABINET ATTACHMENT


Scale: 3/8" = 1'-0"2 MENU BOARD CONFIGURATIONScale: 1/4" = 1'-0"3 CASEWORK MOUNTING - MENU BOARD

Scale: 3" = 1'-0"4 TASK LIGHT UNDER CABINET

Scale: 1 1/2" = 1'-0"5 BACKBAR WALL TILE PATTERN - 1/2 OFFSETScale: 3" = 1'-0"6 WALL TILE ABOVE SS BACKSPLASH

Scale: 3" = 1'-0"7 WALL TILE ABOVE SST BACKSPLASHScale: 6" = 1'-0"8 VINYL APP 2 - WOOD SLATS - SECTION

Scale: 6" = 1'-0"9 CHAIR RAIL CORNER

Scale: 12" = 1'-0"10 WAINSCOT VERTICAL CORNER TRIMScale: 12" = 1'-0"11 WAINSCOT VERTICAL CORNER TRIM

Scale: 6" = 1'-0"12 FLAT BAR CASING DETAILScale: 3" = 1'-0"13 INTEGRAL TILE BASE AT CABINET

Scale: 3" = 1'-0"14 INTEGRAL TILE BASE AT DIEWALLScale: 3" = 1'-0"15 TILE BASE - FLOOR TILE AT WALL

Scale: 3" = 1'-0"16 TRANSITION - TILE TO WALK OFF MAT

2" MAX.45 D

EG.

45 DEG.

45 DEG.

2"MAX.

45 D

EG.

VERT. BRACING @ EACHLATERAL BRACINGLOCATION.

CROSS TEE

12 GA. SPLAY WIREBRACING IN PLANE OFEACH BEAM. VERTICALANGLE = 45 DEGREES

MAIN BEAM. ALL MAINBEAMS ARE TO BEHEAVY DUTY (HD).

VERTICAL BRACING:

FOR PLENUM HEIGHTS UP TO 12 FEET PROVIDE 2-1/2" 20GA. METAL STUDS. FOR PLENUM HEIGHTS UP TO 15 FEETPROVIDE DOUBLE 2-1/2" 20 GA. METAL STUDS. ANEQUIVALENT SYSTEM MAY BE USED WITH ARCHITECT'SAPPROVAL.

VERTICAL HANGERS:

SUSPENSION WIRES SHALL BE OF 12 GA. SPACED @ 4 FEETO.C. MAXIMUM ALONG EACH MAIN BEAM. SUSPENSIONWIRES SPACED AT UP TO 5 FEET O.C. SHALL BE OF 10GAUGE.

EACH VERTICAL WIRE SHALL BE ATTACHED TO THECEILING SUSPENSION MEMBER WITH A MINIMUM OF THREETURNS AND TO THE STRUCTURE ABOVE WITH ACONNECTION CAPABLE OF CARRYING NOT LESS THAN 100POUND ALLOWABLE LOAD.

PERIMETER HANGERS:

AT ALL LOCATIONS THE TERMINAL ENDS OF EACH MAINBEAM OR CROSS TEE SHALL BE SUPPORTEDINDEPENDENTLY A MAXIMUM OF 8" FROM EACH WALL WITH12 GAUGE WIRE. PERIMETER WIRES MUST BE PLUMBWITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES AREPROVIDED.

LATERAL FORCE BRACING:

HORIZONTAL RESTRAINT SHALL BE PROVIDED BY FOUR 12GAUGE WIRES SECURED TO THE MAIN BEAM WITHIN 2" OFTHE CROSS TEE INTERSECTION AND SPLAYED 90° FROMEACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THEPLANE OF THE CEILING. THESE HORIZONTAL RESTRAINTPOINTS SHALL BE PLACED 12 FEET OC MAXIMUM IN BOTHDIRECTIONS WITH THE FIRST POINT WITHIN 4 FEET FROMEACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TOTHE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THELOAD IMPOSED.

NOTE:SUSPENSION GRID SYSTEM TO BE COMPATIBLE WITHSUSPENDED TILE SPECIFIED. SEE REFLECTED CEILINGPLAN FOR SPECIFICATIONS.

WIRE TIE CONNECTIONSTYPICAL CEILING BRACING

SPREADER BAR OR OTHERSUITABLE SYSTEMREQUIRED TO KEEPPERIMETER COMPONENTSFROM SPREADING APART

MINIMUM 3/4" ATATTACHED WALLS

WALL

8" MAX.

2" MIN.

ATTACH AT TWO ADJACENTWALLS WITH POP RIVETS ORAPPROVED METHOD

PERIMETER BEAMS/TEES AT NON-FIXED END PERIMETER BEAMS/TEES AT FIXED END

WALL

8" MAX.

2" MIN.

3" M

AX.

THREE TIGHT TURNS

ACT & GRID

5/8" TYPE 'X' GWB

362S125-33 METAL JOISTS@ 24" O.C. MAX.

362S125-33 METALSTUDS @ 24" O.C. MAX

(N) METAL STUD TRACKAT STRUCTURE, FASTENAT 24" O.C. MAX

FIEL

D V

ERIF

Y

4" M

IN.

CONTINUOUS2x2x33MIL ANGLE

10' - 0"

9' - 0"




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

As indicated

6/15

/201

4 7:

42:5

9 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

I-5002

DESIGN DETAILS

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY


Scale: 1" = 1'-0"1 CEILING DETAILScale: 3" = 1'-0"2 GWB SOFFIT




(206) 318-1575

Sheet Number:

Sheet Title:

Scale:

Store #:

Concept:

Project #:

Palette:

Issue Date:

Design Manager:


Checked by:

Pro

jec t

Nam

e:

Pro

jec t

Add

ress

:


Architect of Record

RLEED AP:


R






Sal

as O

'Brie

n Pr

oje c

t #: 1

4046

8

90%

CH

ECKS

ET -

NO

T IN

TEN

DED

FO

R C

ON

STR

UC

TIO

N

6/15

/201

4 7:

43:0

2 P

MC

:\Use

rs\p

arth

.des

ai\D

ocum

ents

\Sbu

x_P

roje

cts\

CD

S\M

athi

lda&

Mau

de\R

evit\

1405

21_2

885

Mat

ilda

& M

aude

_Sun

nyva

le_C

A_p

arth

.des

ai.rv

t

I-6001

SCHEDULES

12643-025

06/13/2014

MAT

HIL

DA

& M

AUD

E

470

MAT

HIL

DA

AVE

SUN

NVA

LE, C

A 94

086

CO

UN

TY: S

A NTA

CL A

RA

2885

MELISSA BODWAY

DATA DEVICE SCHEDULE - "A"DESIGN ID COUNT DESCRIPTION RESP. COMMENTSPOINT OF SALE

10029 2 POS BANK SBSECURITY

10024 1 SAFE LH - 20X18X26IN 510X455X660MM SB10028 1 SAFE BASE SB

DOOR SCHEDULE - "D"DESIGN ID COUNT DESCRIPTION RESP. COMMENTS

X2000 1 DOUBLE LEAF DOUBLE ACTING ELIASON VD

FURNITURE SCHEDULE - "F"DESIGN ID COUNT DESCRIPTION RESP. COMMENTS

13570 7 CHAIR - BACK FOR INDUSTRIAL STOOL -ANTIQUE PEWTER MT0034

SB

TABLE10513 9 TABLE - CAFE METAL SUITE ROUND - 28IN

710MM - BLACK MT0028SB

12160 2 TABLE - ACCESSIBLE METAL SUITE - 39X23IN990X585MM - BLACK MT0028

SB

12187 8 TABLE - BASE CAFE DOME ACCENT - 18X28IN455X710MM - HOT ROLLED STEEL MT0011

SB

12233 2 TABLE - ACCESSIBLE WOOD PLANK - 42X24IN1065X610MM - DISTRESSED HONEY BROWNWD0002

SB

14042 8 TABLE - TOP SQUARE - 24IN 610MM - BLONDEWD0049

SB

X11961 1 TABLE - BASE FIXED T BASE CENTER - 42IN1065MM - HOT ROLLED STEEL MT0011

X12311 2 TABLE - BASE FIXED T BASE END - 42IN1065MM - HOT ROLLED STEEL MT0011

X12358 2 TABLE - BASE FIXED T BASE END - 36IN 915MM- HOT ROLLED STEEL MT0011

FURNITURE SCHEDULE - "F"DESIGN ID COUNT DESCRIPTION RESP. COMMENTS

X1000 1 SIT HERE BAR - CAFE HEIGHT VDX1001 1 SIT HERE BAR - BAR HEIGHT VD

BANQUETTEX1002 2 BANQUETTE - WITH THICK SEAT - 5FT 152CM -

BROWN WOVEN AND ANTIQUE DARK BROWNF0003 F0028

VD

CHAIR12149 30 CHAIR - CAFE SLATTED METAL SUITE - BLACK

MT0028SB

13357 17 CHAIR - CAFE PADDLE BACK - DISTRESSEDDARK WARM BROWN WD0001

SB

13366 2 CHAIR - STOOL 24IN 610MM INDUSTRIAL -ANTIQUE PEWTER AND DISTRESSED DARKBROWN PRESSBOARD MT0034 WD0012

SB

13368 5 CHAIR - STOOL 29IN 735MM INDUSTRIAL -ANTIQUE PEWTER AND DISTRESSED DARKBROWN PRESSBOARD MT0034 WD0012

SB

GRAPHICS SCHEDULE - "G"DESIGN ID COUNT DESCRIPTION RESP. COMMENTSGRAPHICS

X1000 1 NON-STANDARD - FRAMED ART3" FRAME - WDXXXXFRAME SIZE: XX" x XX" [W/ X" MAT]IMAGE SIZE: 45" x 35"

VDVD

IMAGE: NS00043


VDVD

IMAGE: SBXART_14Q2_10817


VDVD

IMAGE: SBXART_14Q2_10824


VDVD

IMAGE: NS00045


VDVD

IMAGE: NS0694

GRAPHICS - INTERIOR MENU12837 5 MENU BOARD - 1 FRONT PANEL INSERT STYLE12838 1 MENU BOARD - DAILY OFFERING

CHALKBOARD FRONT PANEL RECTANGULAR12839 6 MENU BOARD - UNIVERSAL MOUNTING

HARDWARE FOR FRONT PANELS

LAMP SCHEDULE - "L"DESIGN ID COUNT DESCRIPTION RESP. COMMENTSLAMP

12903 2 LED PAR 30S 10-19W NFL13257 3 LED PAR 30S 10-19W FLOOD13258 8 LED PAR 38 10-19W FLOOD

LIGHTING FIXTURE SCHEDULE - "L"DESIGN ID COUNT DESCRIPTION RESP. BULB COMMENTSLAMP

12903 2 LED PAR 30S 10-19W NFL13257 3 LED PAR 30S 10-19W FLOOD13258 8 LED PAR 38 10-19W FLOOD

OTHER12529 2 RESTROOM MIRROR ILLUMINATED - BRONZE

DARK PATINA MT0005LED 5W LOW ENERGY OREQUAL

PENDANT12348 4 PENDANT - SMALL METAL MESH CYLINDER -

BLACKENED STEEL MT0019CFL 9W SELF-BALLASTDECORATIVE OR EQUAL

RECESSED CAN11389 8 CAN - ADJUSTABLE RECESSED HOUSING - 6IN

150MM - NEW CEILING11458 3 CAN - ADJUSTABLE RECESSED HOUSING - 5IN

125MM - NEW CEILING13243 8 CAN - ADJUSTABLE RECESSED TRIM - 6IN

150MM - WHITE13746 3 CAN - RECESSED TRIM WALL WASH - 5IN

125MM - WHITESTRIP

12552 11 TASK LIGHT INTEGRATED LED - 22IN 560MM -BLACK

(6) INTEGRAL LED 1W JUMPER CORD REQUIRED WHENCONNECTING MULTIPLE UNITS

TRACK12934 1 TRACK - WITH CONNECTORS - 4FT 122CM -

WHITE12960 2 TRACK - FIXTURE OPEN FLARED - 5IN 125MM -

WHITE

SIGNAGE SCHEDULE - "S"DESIGN ID COUNT DESCRIPTION RESP. COMMENTSSIGNAGE - DISK

X13157 1 SIGN - DISK DF ILLUMINATED SUSPENDEDEVOLVED - 24IN 610MM

SB

SITE SCHEDULE - "Y"DESIGN ID COUNT DESCRIPTION RESP. COMMENTS

SPECIALTY EQUIPMENT SCHEDULE - "E"DESIGN ID COUNT DESCRIPTION RESP. COMMENTSCOOLING

10473 1 FRIDGE UNDERCOUNTER 2 DOOR - 48IN1220MM

SB

11083 1 FRIDGE REACH IN 2 DOOR - 51X35IN1295X890MM

SB

EQUIPMENT11851 1 BREWER CLOVER SB12508 2 BLENDER QUIET MODEL ON COUNTER SB12631 1 GRINDER DITTING KR804 SB

FOOD CASE12394 1 FOOD CASE - UPRIGHT SELF SERVE CHILLED -

46IN 1170MMSB

ICE10344 1 ICE - BIN DROP IN 90LB 40KG SB10527 1 ICE - BIN DROP IN 45LB 20KG SB

OTHER10091 1 CUP DISPENSER TALL HOT VERTICAL SB10305 1 TRASH DROP RING LINER SQUARE - BLACK SB10384 1 DIAPER CHANGING STATION HORIZONTAL SB10396 1 CUP DISPENSER SHORT HOT VERTICAL SB10791 2 CUP DISPENSER GRANDE VENTI COLD

VERTICALSB

10855 2 CUP DISPENSER GRANDE VENTI HOTVERTICAL

SB

10858 1 CUP DISPENSER TALL COLD VERTICAL SB10947 1 SOAP DISPENSER WALL MOUNTED SB10977 2 PAPER TOWEL DISPENSER FULL SIZE -

TRANSLUCENT GRAYSB

11115 1 SOAP DISPENSER SINK MOUNTED SB11823 1 SCALE DIGITAL SB12915 1 DIAPER CHANGING STATION VERTICAL SB13330 1 MOBILE CUP DISPENSER CADDY SB13584 1 CUP DISPENSER TRENTA COLD VERTICAL SB


WALL BASE SCHEDULE - "B"DESIGN ID LENGTH DESCRIPTION RESP. COMMENTSTILE BASE

11403 169' - 0" TILE BASE - CAFE COVE BASE - BLACK 6X12IN150X305MM

SB GROUT GR0007: MAPEI 47 - CHARCOAL

13449 90' - 2 1/4" TILE BASE - ENGINE COVE BASE - BLACK6X12IN 150X305MM

SB GROUT GR0007: MAPEI 47

CASEWORK SCHEDULE - "C"DESIGN ID COUNT DESCRIPTION RESP. COMMENTSCABINET

11902 1 CABINET - UPPER CUBBY - 28X16X15IN700X405X375MM

VD

11945 2 CABINET - 12IN 305MM VD11972 1 CABINET - ESPRESSO - 24IN 610MM VD11977 11 CABINET - UPPER CUBBY - 24X16X21IN

610X405X535MMVD

12007 2 CABINET - SINK OR ICE BIN - 24IN 610MM VD12043 2 CABINET - POS - 29IN 735MM VD12050 1 CABINET - POS BRIDGE FOR SAFE - 22X27IN

560X685MMVD

12066 1 CABINET - ESPRESSO HANDOFF NARROW -24X8.5IN 610X215MM

VD

12067 1 CABINET - WARMING WITH TRASH DROP - 12IN305MM

VD

12080 4 CABINET - 15IN 380MM VD12096 1 CABINET - WITH DRAWER - 15IN 380MM VD12098 2 CABINET - BREW GRIND - 24IN 610MM VD12119 2 CABINET - UPPER CUBBY WITH HOOD CHASE -

28X16X28IN 700X405X720MMVD

12743 1 CABINET - INLINE CLOVER - 24IN 610MM VD12748 1 CABINET - INLINE CLOVER - 15IN 380MM VD12786 2 CABINET - WITH TRASH DROP - 15IN 380MM VD12846 1 CABINET - PACKAGED FOOD CUBBY INSET VD

X13579 1 CABINET - RESERVE TOWER - RH VDCAFE

12236 1 CONDIMENT CART SINGLE TOP SOLIDSURFACE

VD

12363 1 MERCH BAY UNIT BACK PANEL SOLID SB NOT PROVIDED BY CASEWORKVENDOR

12367 3 MERCH FEATURE CUBE FREESTANDING TALL SB NOT PROVIDED BY CASEWORKVENDOR

13331 1 MERCH BAY UNIT SB NOT PROVIDED BY CASEWORKVENDOR

13374 1 CONDIMENT CART SINGLE BASE FRAME SB NOT PROVIDED BY CASEWORKVENDOR

13377 1 CONDIMENT CART SINGLE FINISH PANELS VD13399 1 CONDIMENT CART SINGLE METAL TOP

ASSEMBLYSB NOT PROVIDED BY CASEWORK

VENDORCOUNTERTOP

11915 1 COUNTERTOP - HAND SINK STAINLESS - 15IN380MM

VD

12011 1 COUNTERTOP - POS SOLID SURFACE - 80IN2030MM

VD

12091 1 COUNTERTOP - HANDOFF SOLID SURFACE -RH - 30X33IN 760X840MM

VD

12475 1 COUNTERTOP - CBS SOLID SURFACE - RH -100IN 2540MM

VD

12749 1 COUNTERTOP - INLINE CLOVER SOLIDSURFACE - RH - 39IN 990MM

VD

12772 1 COUNTERTOP - ESPRESSO RINSE SINK ANDICE BIN SOLID SURFACE - RH - 140IN 3555MM

VD

12780 1 COUNTERTOP - BREW GRIND RINSE SINK ANDTRASH SOLID SURFACE - LH - 117IN 2970MM

VD

12787 1 COUNTERTOP - BACKBAR SOLID SURFACE -15IN 380MM

VD

14294 1 COUNTERTOP - WARMING SOLID SURFACE -72IN 1830MM

VD

DIEWALL12103 1 DIEWALL - HANDOFF SUPPORT - RH - 23X28IN

595X705MMVD

12767 1 DIEWALL - ESPRESSO TOP CAP - RH - 140IN3555MM

VD

12770 1 DIEWALL - ESPRESSO - RH - 140IN 3555MM VDOTHER

11155 2 ESPRESSO MACHINE PUMP MOUNT - 10X10IN255X255MM

VD

11885 1 POS CASH CORRAL DOUBLE - 40IN 1015MM VD OPTIONAL CASH CORRAL. DESIGN TOVERIFY IF REQUIRED.

12100 3 ESPRESSO COUNTERTOP SUPPORT LEGSTAINLESS

VD

12763 1 ESPRESSO SNEEZE GUARD - 140IN 3555MM VD12816 6 FRENCH CLEAT - VARIABLE TO 96IN 2440MM VD

PANEL12028 2 PANEL - POS - 29IN 735MM VD12473 1 PANEL - POS - 22IN 560MM VD12746 1 PANEL - INLINE CLOVER - 39IN 990MM VD12768 1 PANEL - ESPRESSO - RH - 140IN 3555MM VD13580 1 PANEL - UPRIGHT FOOD CASE SIDE VD13590 1 PANEL - UPRIGHT FOOD CASE BASE - 41IN

1040MMVD

14377 1 PANEL - HANDOFF INLINE - RH VDX13571 1 PANEL - UPRIGHT FOOD CASE FRONT VD

SOFFIT12845 3 SOFFIT - LIGHT VALANCE - 96X2IN 2440X50MM VD DESIGNER TO VERIFY QUANTITY.

PROVIDE OVERALL LENGTHREQUIRED.

CASEWORK MCS CABINET BASE OPTION SCHEDULEDESIGN ID COUNT BASE OPTION DESCRIPTION

11945 2 Box Base CABINET - 12IN 305MM11972 1 Other CABINET - ESPRESSO - 24IN 610MM12007 2 Other CABINET - SINK OR ICE BIN - 24IN 610MM12043 2 Box Base CABINET - POS - 29IN 735MM12050 1 Box Base CABINET - POS BRIDGE FOR SAFE - 22X27IN

560X685MM12066 1 Box Base CABINET - ESPRESSO HANDOFF NARROW -

24X8.5IN 610X215MM12067 1 Box Base CABINET - WARMING WITH TRASH DROP - 12IN

305MM12080 4 Box Base CABINET - 15IN 380MM12096 1 Box Base CABINET - WITH DRAWER - 15IN 380MM12098 2 Box Base CABINET - BREW GRIND - 24IN 610MM12743 1 Box Base CABINET - INLINE CLOVER - 24IN 610MM12748 1 Box Base CABINET - INLINE CLOVER - 15IN 380MM12786 2 Box Base CABINET - WITH TRASH DROP - 15IN 380MM

PAINT SCHEDULECOLOR CODE DESCRIPTION LRV RESP. COMMENTS

P554-ES SW - INTELLECTUAL GRAY; NCS/AKZO NOBEL -DRY GOODS

36 SW USE PRIMER CP-1; NCS - S3005-Y20R; AKZO NOBEL - 40YY44/095

WALL TREATMENT (AREA) SCHEDULE - "Q"DESIGN ID AREA DESCRIPTION RESP. COMMENTSTILE

12205 107 SF TILE - MOTTLED WHITE - 2X8IN 50X205MM SB12305 327 SF TILE - LIGHT OLIVE GREY - 12X24IN 305X610MM VD12344 25 SF TILE - LIGHT OLIVE GREY STACKED MOSAIC -

12X12IN 305X305MMVD

WALL TREATMENT (LENGTH) SCHEDULE- "R"DESIGN ID LENGTH DESCRIPTION RESP. COMMENTSCHAIR RAIL

12173 57' - 0 3/4" CHAIR RAIL - 4IN 100MM AT 36IN 915MM AFF GCWAINSCOT

12247 57' - 0" VINYL - WAINSCOT - HONEY BROWN WOVENPATTERN AT 36IN 915MM AFF

VD

FLOOR TREATMENT SCHEDULE - "T"DESIGN ID AREA DESCRIPTION RESP. COMMENTSCARPET

11158 34 SF WALK OFF MAT - CHARCOAL VDTILE

12204 1111 SF TILE - MOTTLED MID GREY - 20X20IN510X510MM

GC

Documents

GENERAL NOTES VICINITY PLAN PROJECT CONTACTS …desaiparth.weebly.com/uploads/3/5/2/6/3526229/mathilda___maude.pdfthilda& Maude\Revit\140521_2885 Matilda & Maude_Sun nyvale_CA_parth.desai.rvt