STARBUCKS COFFEE COMPANYNlakesidecb.com/images/GREENVILLE_LOVERS_BID_SET_-_G_A...CWS COLD WATER...

STORE #:CPN/PROJECT #:

ISSUE DATE:

PROJECT NAME:

PROJECT ADDRESS:

CMA PROJECT #:

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COUNTY:

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62189-001

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GREENVILLE & LOVERS4924 GREENVILLE AVE.DALLAS, TX 75206

23318

13108.538

DALLAS

3PL THIRD PARTY LOGISTICSABS ACRYLONITRILE BUTADIENE

STYRENEAC AIR CONDITIONINGACC ACCESSIBLEACT ACOUSTICAL CEILING TILEADJ ADJUSTABLEAFF ABOVE FINISHED FLOORAHJ AUTHORITIES HAVING

JURISDICTIONALUM ALUMINUMAMP AMPERAGEAPPROX APPROXIMATEARCH ARCHITECTURALBD BOARDBLDG BUILDINGBLKG BLOCKINGBOB BOTTOM OF BEAMBOH BACK OF HOUSECAB CABINETCD CONDENSATE DRAINCKT CIRCUITCLG CEILINGCLR CLEAR/CLEARANCECM CONSTRUCTION MANAGERCMNT CEMENTCMU CONCRETE MASONRY UNITCNTRS CENTERSCO COMPANYCL CENTER LINECTR CENTERCOL COLUMNCOMP COMPARTMENTCONC CONCRETECONT CONTINUOUSCONST CONSTRUCTIONCT CERAMIC TILECW COLD WATERCWF COLD WATER FILTEREDCWN COLD WATER NANO

FILTEREDCWS COLD WATER SOFTENEDCXFMR CURRENT TRANSFORMERDEG DEGREESDIA DIAMETERDIM DIMENSIONDISP DISPENSERDN DOWNDT DRIVE THRUDTL DETAILDW DISHWASHERDWG(S) DRAWING(S)EA EACHEC ELECTRICAL CONTRACTORELEC ELECTRICALELEV ELEVATIONEQ EQUALEQUIP EQUIPMENTEXIST EXISTINGEXP EXPOSEDEXT EXTERIORFCO FLOOR CLEANOUTFF&E FURNITURE, FIXTURES &

EQUIPMENTFI FURNITURE INITIATIVESFN FINISHEDFIO FURNISHED & INSTALLED

BY OWNERFIXT FIXTUREFLEX FLEXIBLEFOC FACE OF CABINETFOG FACE OF GLAZINGFOH FRONT OF HOUSEFOIC FURNISHED BY OWNER

INSTALLED BY CONTRACTORFOS FACE OF STUDFRP FIBERGLASS REINFORCED

PANELFLR FLOORFT FOOT/FEETFV FIELD VERIFYGA GAUGEGALV GALVANIZEDGC GENERAL CONTRACTORGRND GROUNDGWB GYPSUM WALLBOARDHC HOLLOW COREHD HEADHDR HEADERHDWD HARDWOODHDWR HARDWAREHM HOLLOW METAL

HOP HAND OFF PLANE HORZ HORIZONTALHR HOURHT HEIGHTHVAC HEATING VENTILATING AIR

CONDITIONINGHW HOT WATERID INSIDE DIAMETERIF INSIDE INTERIOR FACEIG INDEPENDENT GROUNDINSUL INSULATIONINFO INFORMATIONIW INDIRECT WASTEJC JOB CAPTAINLL LANDLORDMAX MAXIMUMMC MECHANICAL CONTRACTORMDF MEDIUM DENSITY

FIBERBOARDMECH MECHANICALMEP MECHANICAL, ELECTRICAL

AND PLUMBINGMERCH MERCHANDISE UNITMFG MANUFACTURERMIN MINIMUMMLDG MOULDINGMTL METALNAT NATURALNIC NOT IN CONTRACTNL NIGHT LIGHTNSF NATIONAL SANITATION

FOUNDATIONNTS NOT TO SCALEOA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROF OUTSIDE FACEOFI OWNER FURNISHED ITEMOPNG OPENINGPC PLUMBING CONTRACTORPERP PERPENDICULARPLAM PLASTIC LAMINATEPLCS PLACESPLEX PLEXIGLASSPLYWD PLYWOODPM PROJECT MANAGERPOC POINT OF CONNECTIONPOS POINT OF SALEPT PAINTQT QUARRY TILER RADIUSRCM RENOVATIONS

CONSTRUCTIONMANAGER

RECEPT RECEPTACLEREF REFERENCEREFRIG REFRIGERATORREQ('D) REQUIRE(D)REV REVISED/REVISIONRND ROUNDRO REVERSE OSMOSISSC SOLID CORESF SQUARE FEETSHT SHEETSHT MTL SHEET METALSIM SIMILARSOL SOLIDSPECS SPECIFICATIONSSQ SQUARESS STAINLESS STEELSTG STORAGESTRUCT STRUCTURALSTL STEELSUSP SUSPENDEDSW SOFTENED WATERT&G TONGUE AND GROOVETEL TELEPHONETEMP TEMPORARYTW TEMPERED WATERTYP TYPICALUC UNDERCOUNTERUON UNLESS OTHERWISE NOTEDV VENTVAL VALIDATIONVCT VINYL COMPOSITION TILEVD VENDOR DIRECTVERT VERTICALVIF VERIFY IN FIELDVT VINYL TILEWD WOODWH WATER HEATERWMV WHITE MAPLE VENEERXFMR TRANSFORMER

1. GC SHALL VISIT THE SITE, REVIEW THE BUILDING SHELL DRAWINGS AS SUBMITTED BYTHE LANDLORD OR STARBUCKS SITE SURVEYOR, AND BECOME THOROUGHLYFAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION.

2. GC SHALL CONSULT WITH STARBUCKS CONSTRUCTION MANAGER (CM) TO RESOLVEANY CHANGES, OMISSIONS, OR PLAN DISCREPANCIES PRIOR TO BIDDING ORCONSTRUCTION.

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

4. GC SHALL VERIFY THE LOCATION OF ALL UTILITIES.

5. GC TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY OTHERTRADES, AND NOTIFY STARBUCKS CM OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH 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. GC SHALL PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS OR OTHERSURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THECOURSE OF THE WORK.

7. THE GC IS RESPONSIBLE FOR OBTAINING PERMITS FOR FIRE PROTECTION,PLUMBING, MECHANICAL AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION OFSUCH SYSTEMS.

8. GC SHALL RETAIN ONE SET OF THE DRAWINGS TO NOTE AND DOCUMENT ALLCHANGES DURING CONSTRUCTION. THIS SET SHALL BE A PART OF THE GC'S 'STORECLOSE- OUT PACKAGE' AS DESCRIBED IN THE CONSTRUCTION MANAGEMENTAGREEMENT.

9. GC IS RESPONSIBLE FOR COORDINATING DELIVERY OF MATERIALS SUPPLIED BYSTARBUCKS. REFER TO CONSTRUCTION MANAGEMENT AGREEMENT FOR METHODSAND LEAD TIMES.

10. RESPONSIBILITY FOR SUPPLY AND DELIVERY OF MATERIALS AND EQUIPMENT ISIDENTIFIED IN THE DRAWING SCHEDULE SHEETS UNDER THE COLUMN LABELED'RESPONSIBILITY'. "GC" MEANS THE ITEM IS TO BE SUPPLIED BY THE GC, AND "SBUX"MEANS THE ITEM IS TO BE SUPPLIED BY STARBUCKS.

11. FOR THE PURPOSE OF THE DOCUMENTS, TO 'INSTALL', SHALL MEAN TO PROVIDE ALLFASTENERS, MISCELLANEOUS HARDWARE, BLOCKING, ELECTRICAL CONNECTIONS,PLUMBING CONNECTIONS, AND OTHER ITEMS REQUIRED FOR A COMPLETE ANDOPERATIONAL INSTALLATION, UON.

13. REFER TO ITEM CUTSHEETS FOR ADDITIONAL INFORMATION.

12. ALL ITEMS SUBSTITUTION MUST BE APPROVED BY STARBUCKS DESIGN MANAGER.

14. FIRE SUPPRESSION AND SPRINKLER DRAWINGS TO BE COORDINATED BY GC AND SUBMITTED UNDER SEPARATE PERMIT.

15. STARBUCKS CONTRACTS DIRECTLY WITH SIGNAGE CONTRACTOR TO PERMIT, SUPPLYAND INSTALL SIGNAGE. SIGNAGE CONTRACTOR TO VERIFY SIGNAGE COMPLIANCE WITHLOCAL CODES AND OBTAIN PERMIT AND LANDLORD APPROVAL. ANY SIGNAGE WORK ISUNDER A SEPARATE PERMIT BY OTHERS.

MAILING ADDRESS:

DESIGN MANAGER:

CONSTRUCTIONMANAGER:

LANDLORD:

MEP CONSULTANT:

ARCHITECT & EXPEDITOR:

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

IVAN PEREZ-ROSSELLOSTARBUCKS COFFEE COMPANY12750 MERIT DRIVE, SUITE 1400DALLAS, TEXAS 75251(972)489-7743 PHONE

KATHY TRAVISSTARBUCKS COFFEE COMPANY12750 MERIT DRIVE SUITE 1400DALLAS, TEXAS 7521(972)383-5631 PHONE

DUWEST REALITY4514 COLE AVENUEADDRESS(214) 720-0004 PHONE(214) 405-8822 CELLCONTACT: COREY DUHON

SCHMIDT AND STACY400 CITYPLACE2711 N HASKELL AVEDALLAS, TX 75204(214) 874-0200 PHONECONTACT: MATT DEEKE

CMA6060 N. CENTRAL EXPRESSWAYSUITE 850DALLAS, TEXAS 75206(214) 466-1192 PHONE(214) 466-1197 FAXCONTACT: CHRIS OSBORNE

X'-XX" AFF

ROOM1 ROOM INDICATOR

NORTH ARROW

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION CALLOUT

DETAIL CALLOUT

1 REVISION TAG

REVISION CLOUD

P### - ES PAINT TAG

XXXXX DESIGN ID TAG

DOOR / WINDOW TAG

DATUM POINT

ABOVE FINISHED FLOORHEIGHT TAG

DIMENSION LINE FROM FINISHFACE TO FINISH FACE

XX WALL TYPE INDICATOR

COLUMN GRID INDICATOR

N

X' - XX"

JUNCTION BOX

XXXXX

I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL SUBMISSIONDESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY REGISTEREDARCHITECT UNDER THE LAWS OF THE STATE OF TEXAS.

PAGES OR SHEETS COVERED BY THIS SEAL :

THE FOLLOWING ARCHITECTURAL DRAWINGS SHEETS:

CODE AUTHORITIES:

BUILDING CODE:

PLUMBING CODE:

MECHANICAL CODE:

ELECTRICAL CODE:

FIRE CODE:

ENERGY CODE:

ACCESSIBILITY CODE:

GREENCONSTRUCTIONCODE:

BACKBARCAFE SEATING

UNCONCENTRATEDFIXED

SALESWORKROOM

326 SF

500 SF 10 LF 75 SF341 SF

PLUMBING FIXTURE CALCULATION (PER TABLE 2902.1)OCCUPANT FIXTURE LOAD: 44REQUIRED FIXTURE TO OCCUPANT RATIO:

1 PER 25 FOR FIRST 50, AND 1 PER 50 FOR THE REMAINDERREQUIRED NUMBER OF FIXTURES: (MALE/FEMALE) (1/1)PROVIDED NUMBER OF FIXTURES: (MALE/FEMALE) (1/1)

/200 = 2

/15 = 34/2 = 5/30 = 2/300 = 1

TOTAL INTERIOR OCCUPANT LOAD: 44

TOTAL INTERIOR SEATING: =40 (2 ACC)TOTAL EXTERIOR SEATING: =12 (1 ACC)

TOTAL GROSS SQUARE FOOTAGE: 1,854 SF

OCCUPANT LOAD:

CITY OF DALLAS, TX

2012 INTERNATIONAL BUILDING CODE

2012 INTERNATIONAL PLUMBING CODE

2012 INTERNATIONAL MECHANICAL CODE

2011 NATIONAL ELECTRICAL CODE

2006 INTERNATIONAL FIRE CODE

2012 CITY OF DALLAS GREEN ORDINANCE

2012 TEXAS ACCESSIBILITY CODE

PROJECT DESCRIPTION:

ZONING:

TYPE OF USE:

TYPE OF OCCUPANCY:

TYPE OF CONSTRUCTION:

NOT SPRINKLERED

NEW INTERIOR BUILD OUT OF A NEWFREESTANDING SHELL BUILDING BYLANDLORD A DRIVE THRU IS BEINGPROPOSED. STARBUCKS WILL BE THEFIRST TENANT IN THE NEW BUILDING.

MU-3

RETAIL / COFFEE SALES & SERVICES

B

TYPE V B

2012 CITY OF DALLAS GREEN COSTRUCTIONCODE

2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134

(206) 318-1575

THESE PLANS AND SPECIFICATIONS, AS WELL AS STARBUCKS'NAME, LOGO, TRADEMARKS, AND DESIGNS ARE THE EXCLUSIVE

PROPERTY OF STARBUCKS CORPORATION. ANY REPRODUCTION,MODIFICATION, DISCLOSURE, AND/OR USE OF THESE MATERIALS

(OR ANY PORTION OF THEM) WITHOUT STARBUCKS' PRIORWRITTEN CONSENT IS STRICTLY PROHIBITED.

Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

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I HEREBY CERTIFY THAT THE PORTIONS OF THIS TECHNICALSUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPAREDBY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. IAM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THESTATE OFBRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

BID SET

PRELIMINARY - NOT FOR CONSTRUCTION.

NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION.


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PROJECTINFORMATION &CONTACTS

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IVANPEREZ-ROSSELLO

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

06-06-14

G-001

13108.538

DAL

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13057

ABBREVIATIONS GENERAL NOTES PROJECT CONTACTS SITE AND OCCUPANCY INDEX OF SHEETS

SYMBOL LEGEND APPROVAL STAMPS LEGAL DESCRIPTION ARCHITECT'S CERTIFICATION

I-111I-112I-113I-114I-201I-202I-401I-501I-502I-503I-504I-505I-601I-602

A-101A-102A-103A-104A-112A-120A-121A-122A-201A-501A-502A-503A-601

G-001G-002G-003G-004G-005

SHEETNUMBER SHEET TITLE

GENERALG-001 PROJECT INFORMATION & CONTACTSG-002 VICINITY MAP, SITE LOCATION, FOOD SERVICES PLANG-003 DESIGN SPECIFICATIONSG-004 DESIGN SPECIFICATIONSG-005 DESIGN SPECIFICATIONSARCHITECTURALA-101 SITE PLANA-102 ENLARGED SITE PLANSA-103 SITE DETAILSA-104 SITE DETAILSA-112 PENETRATION PLANA-120 FLOOR PLANA-121 REFLECTED CEILING PLANA-122 LIGHTING PLANA-201 EXTERIOR ELEVATIONSA-501 CONSTRUCTION DETAILSA-502 CONSTRUCTION DETAILSA-503 CEILING & LIGHTING DETAILSA-601 DOOR DETAILSINTERIORSI-111 FLOOR FINISH PLANI-112 WALL FINISH PLANI-113 CASEWORK PLANSI-114 FF & E PLANI-201 INTERIOR ELEVATIONSI-202 INTERIOR ELEVATIONSI-401 ENLARGED RESTROOM PLAN & ELEVATIONSI-501 WALL FINISH DETAILSI-502 CASEWORK DETAILSI-503 CASEWORK & FURNITURE DETAILSI-504 CUSTOM COMMUNITY BOARD DETAILSI-505 MISCELLANEOUS DETAILSI-601 FURNITURE, CASEWORK & FINISH SCHEDULESI-602 EQUIPMENT, SITE, SIGNAGE & CONTACT INFORMATIONMECHANICALM-000 MECHANICAL SPECIFICATIONS AND GENERAL NOTESM-112 MECHANICAL PLANM-501 MECHANICAL DETAILSPLUMBINGP-001 PLUMBING SITE PLANP-112 PLUMBING SUPPLY PLANP-113 PLUMBING WASTE AND VENT PLANP-114 PLUMBING ISOMETRICP-115 SANITARY AND GREASE WASTE ISOMETRICP-501 PLUMBING CASEWORK DETAILSP-601 PLUMBING DIAGRAMSELECTRICALE-001 ELECTRICAL SPECIFICATIONS AND GENERAL NOTESE-100 ELECTRICAL SITE PLANE-112 ELECTRICAL LIGHTING PLANE-114 ELECTRICAL POWER PLANE-301 ELECTRICAL SCHEDULESE-501 ELECTRICAL CASEWORK DETAILSE-502 ELECTRICAL CASEWORK DETAILS

G-006

1: BLK 54022: 122.6X1903: GREENVILLE 350FR SS MILTON4: INT201300081353 DD03073013 CO-DC5: 5402 000 00300 1005402 000

SB PROVIDED BY STARBUCKSGC PROVIDED BY GENERAL CONTRACTORLL PROVIDED BY LANDLORD

RESPONSIBILITY LEGEND

REVISION SCHEDULEREV DATE BY DESCRIPTION

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ADJACENT SPACENIC

I-503 9

I-503

7

CONDIMENT CART

NEWSPAPER STAND MERCH UNITS

QUEUE RAIL

EXPRESSO MACHINES

ELECTRICALPANELS

METROSHELVES,TYP.

THAWRACK

3 COMP SINK WITHINTEGRAL DRAIN BOARDS

ICE MACHINE/ICE BIN

HAND SINK

WAREWASHER/SANITIZER

FIREEXTING-UISHER

FOOD CASE

FREEZER REFRIGERATOR

LOCKERS

DATA DEVICE RACKMANAGER'SDESK

WATER FILTRATIONSYSTEMMOP SINK

WATERHEATER(ABOVE)

COATHOOKS

WARMINGOVEN

U/C REFRIG.

POS

CUP CADDY, TYP.

U/CREFRIG.

ICEBIN

COMBOSINK

H.O.P.

BLENDERS

WORKSINK

TRASHHAND SINK BREWER

DUMP SINK

SCALEGRINDER

DT POSEQUIPMENT

MOPRACK

COFFEESHUTTLES W/WARMERS

SAFE(BELOW)

DRIVETHRU

BACKBAR

SALES

SEATING

SEATING

WORKROOM

VESTIBULE

MEN'SRESTROOM

WOMEN'SRESTROOM

G

D

G

D

D

A

C

E

C

C

FF

B

B

B

B B

B

B B

B

B

RECYCLE

H

E

E

F


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

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T N

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PRO

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SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

BID SET




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VICINITY MAP, SITELOCATION, FOODSERVICES PLAN

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TEXAS

KATHY TRAVIS

06-06-14

G-002

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ADA KEY:LEVEL LANDING THRESHOLD, 1/2" BEVELED MAXIMUMRISE, ACCESSIBLE PER ALL APPLICABLE CODES.

A

B

D

36" WIDE ACCESSIBLE ROUTE OF TRAVEL.

32" MINIMUM CLEAR AT DOOR.C

60" DIAMETER CLEAR FOR WHEELCHAIR ACCESS.

F POS, HAND-OFF PLANE AND CONDIMENT CARTCOUNTER TOPS ARE AT 2'-10" AFF FORWHEELCHAIR ACCESSIBILITY.

G SEE SHEET I-401 FOR RESTROOM DETAILS.

H SIT HERE TABLE WITH TOP 2'-10" AFF, MIN. DEPTH1'-6", AND COMPLIANT KNEE SPACE FORWHEELCHAIR ACCESSIBILITY

E 30' X 48" CLEAR FOR WHEELCHAIR ACCESS.

NTRUE

Scale: 1" = 20'-0"2 SITE LOCATIONScale: NTS3 VICINITY PLAN

Scale: 1/4" = 1'-0"1 FOOD SERVICES PLAN

NN


General ConditionsSECTION 014200 - REFERENCESPART 1 - GENERAL1.1 INDUSTRY STANDARDS

A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a partof the Contract Documents by reference.

B. Publication Dates: Comply with standards in effect as of date of the Contract Documentsunless otherwise indicated.

C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industrystandards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents.1. Where copies of standards are needed to perform a required construction activity,

obtain copies directly from publication source.1.2 ABBREVIATIONS AND ACRONYMS

A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list.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' AssociationCRI 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 Manufacturers Association)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 otherContract Documents, they shall mean the 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 Specificationsor other Contract Documents, they shall mean the recognized name of the entities in the following list.EPA Environmental Protection Agency

D. Standards and Regulations: Where abbreviations and acronyms are used in Specificationsor other Contract Documents, they shall 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 acronyms are used in Specificationsor other Contract Documents, they shall mean the recognized name of the entities in the following list.CDHS California Department of Health ServicesCDPH California Department of Public Health, Indoor Air Quality Section

END OF SECTION 014200

General Conditions (Continued)

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 includes packaging.

B. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations.

C. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction.

D. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse.

E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility.

F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work.

1.3 PERFORMANCE REQUIREMENTSA. End-of-Project Rates for Salvage/Recycling: 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 SUBMITTALSA. Waste Reduction Progress Reports: Concurrent with each Application for Payment, submit report

indicating type of waste and whether it has been salvaged, recycled, or disposed of in landfill or incinerator.

B. Waste Disposal Records: Indicate receipt and acceptance of waste material by accepting and processing facilities licensed to accept them. Include manifests, type of material, weight or volume tickets, receipts, and invoices.

C. LEED Submittal: CWM Reporting Template, tabulating total waste material, quantities diverted and means by which it is diverted, and statement that requirements for the credit have been met.

1.6 RECYCLING WASTEA. Recycling Incentives: Revenues and other incentives for recycling will accrue to Owner.


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 Commissioning Agent (CxA), facility user and

operation and maintenance personnel, and Architect and engineering design professionals.

B. Contractor's Responsibilities: Contractor shall assign representatives with expertiseand authority to act on its behalf 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 entity responsible for system and equipment installation, recommend corrective action.

5. Cooperate with the commissioning team for resolution of issues recorded in theIssues 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 and commissioning summary report.9. Review commissioning report with Commissioning Team and implement plan to resolve

deficiencies.END OF SECTION 019113

SECTION 024119 - SELECTIVE DEMOLITION1.1 SUMMARY

A. Demolition and removal of portions of a building and selected site elements.B. Historic items removed and salvaged for Owner.

1.2 SUBMITTALSA. Schedule of Selective Demolition Activities: Indicate the following:

1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's and other tenants' on-site operations

are uninterrupted.2. Interruption of utility services. Indicate how long utility services will be interrupted.3. Coordination for shutoff, capping, and continuation of utility services.4. Use of elevator and stairs.5. Coordination of Owner's continuing occupancy of portions of existing building

and of Owner's partial occupancy of completed Work.1.3 PROJECT CONDITIONS

A. 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 hazardous materials under a separate contract.

1.4 EXECUTIONA. Utility Services and Mechanical/Electrical Systems: Maintained to occupied facilities.

1. Shut Off: By Contractor.B. Site Access and Temporary Controls: Minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilitiesC. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.D. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction

being demolished.E. Removed and Salvaged Items: Cleaned, crated, stored, and transported to Owner's storage area.F. Removed and Reinstalled Items: Cleaned, repaired, crated, stored, and reinstalled.G. Existing Items to Remain: Existing construction protected against damage.H. Disposal of Demolished Items:

1. Burning: Not permitted.2. Disposal: Comply with requirements Section 017419 “Construction Waste Management and Disposal”.


SECTION 033500 - CONCRETE FINISHING1.1 SUBMITTALS

A. Qualification Data: For qualified Applicator.B. Material certificates.C. Product data for floor treatment systems indicating VOC content of each product used.

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 (EPA Method 24).B. Unpigmented Mineral Dry-Shake Floor Hardener: Factory-packaged dry 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 pigments that are finely ground, nonfading mineral oxides interground with cement.

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 materials and proprietary components; odorless; that penetrates, hardens,and densifies concrete surfaces.

C. Penetrating Liquid Floor Treatments for Polished Concrete Finish: Clear, waterborne solutionof inorganic silicate or siliconate materials 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's written instructions.C. Sealing Coat: Uniformly apply a continuous sealing coat of curing and sealing compound to hardened

concrete by power spray or roller according to manufacturer's written instructions.D. Protect liquid floor treatment from damage and wear during the remainder of construction period.

Use protective methods and materials, including temporary covering, recommended in writingby liquid floor treatments installer.


SECTION 018100 - SUSTAINABLE DESIGN REQUIREMENTS1.1 SUMMARY

A. This section includes general requirements and procedures for compliance with certainU.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.1. Other LEED prerequisites and credits needed to obtain LEED certification are dependent on

material selections and may not be specifically identified as LEED requirements. Compliancewith requirements needed to obtain LEED prerequisites and credits may be used as one criterion to evaluate substitution requests.

2. Additional LEED prerequisites and credits needed to obtain the indicated LEED certification are dependent on the Architect's design and other aspects of the Project that 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 and casework.B. Chain-of-Custody Certificates: Certificates signed by manufacturers certifying that wood

used to make products was obtained from forests certified by an FSC-accredited certification bodyto comply with FSC STD-01-001, "FSC Principles and Criteria for Forest Stewardship."Certificates shall include evidence that manufacturer is certified for chain of custodyby an FSC-accredited certification body.

C. Regionally Manufactured Materials: Materials that are manufactured within a radius of 500 miles fromProject site. Manufacturing refers to the final assembly of components into the building product that isinstalled at Project site.

D. Regionally Extracted and Manufactured Materials: Regionally manufactured materials made from rawmaterials that are extracted, harvested, or recovered within a radius of 500 miles from Project site.

E. Recycled Content: Material that has been broken down and reconstituted into new material. The recycled content value of a material assembly shall be determined by weight. The recycled fraction of the assembly is then multiplied by the cost 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 of the product, which can no longer be used for its intended purpose.

2. "Pre-consumer" material is defined as material diverted from the waste stream during the manufacturing process. Excluded is reutilization of materials such as rework, regrind, or scrap generated in a process and capable of being reclaimed within the same process that generated it.

F. Resource Reuse: Material that has been kept intact and repurposed to a new use on the same projectsite or for the original or new use on a different project site. Furniture may be 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 "Construction Waste Management and Disposal."2. Credit MR 3: Receipts for salvaged and refurbished materials used for Project,

indicating sources and costs for salvaged and refurbished materials.3. Credit MR 4: Product data and certification letter from product manufacturers indicating

percentages by weight of post-consumer and pre-consumer recycled content for products having recycled content. Include statement indicating material costs for each product having recycled content.

4. Credit MR 5: Product data indicating location of material manufacturer for regionally manufactured materials. Include statement indicating cost for each regionally manufactured material and for each regionally extracted and manufactured material.a. Include statement indicating distance from manufacturer to Project for each

regionally manufactured material.b. Include statement indicating location of and distance from Project to point of

extraction, harvest, or recovery for each raw material used in regionally extracted and manufactured materials.

5. Credit MR 7: Product data and chain-of-custody certificates for products containing certifiedwood. Include statement indicating cost for each certified wood product.

6. Credit EQ 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

construction period, along with a brief description of the SMACNA approach employed, documenting implementation of the indoor-air-quality management measures, such as protection of ducts and on-site stored or installed absorptive materials.

7. Credit EQ 3.2:a. Signed statement describing the building air flush-out procedures including the dates

when flush-out was begun and completed and statement that filtration media was replaced after flush-out.

b. Product data for filtration media used during flush-out and during occupancy.8. Credit EQ 4.1: Product data for adhesives and sealants used inside the weatherproofing

system indicating VOC content of each product used.9. Credit EQ 4.2: Product data for paints and coatings used inside the weatherproofing system

indicating VOC content of each product used.10. Credit EQ 4.3: Product data for flooring, carpet and cushion indicating VOC content of each

product used and compliance with Carpet and Rug Institute Green Label Plus program AND hard surface flooring must be FloorScore compliant.

11. Credit EQ 4.4: Product data for products containing composite wood or agrifiber products orwood glues indicating that they do not contain urea-formaldehyde resin.

12. Credit EQ 4.6: Product data for all gypsum board, insulation, acoustical ceiling systemsand wall coverings installed in the building interior showing low-emitting certification.

1.4 INFORMATIONAL SUBMITTALSA. LEED Action Plans: Provide preliminary submittals within seven days of date established for

commencement of the Work indicating how the following requirements will be met:1. Credit MR 2: Waste management plan complying with Section 017419 "Construction Waste

Management and Disposal."2. Credit IEQ 3.1: Construction indoor-air-quality management plan.

B. LEED Progress Reports: Concurrent with each Application for Payment, submit reports comparing actual construction and purchasing activities with LEED action plans for the following:1. Credit MR 2: Waste reduction progress reports complying with Section 017419

"Construction Waste Management and Disposal."END OF SECTION 018100

Existing Conditions

MetalsSECTION 055000 - METAL FABRICATIONS1.1 SUMMARY

A. Steel framing and supports for mechanical and electrical equipment.B. Steel framing and supports for applications where framing and supports 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 for metal fabrications.1. Include plans, elevations, sections, and details of metal fabrications and their

connections. Show anchorage and accessory items.2. Provide templates for anchors and bolts specified for installation under other Sections.

C. Welding certificates.1.3 PRODUCTS

A. Materials: Steel plates, shapes, and bars, steel pipe, slotted channel framing.B. Miscellaneous Framing and Supports:

1. Steel framing and supports for mechanical and electrical equipment, applications where framing and supports are not specified in other Sections.

2. Galvanize where indicated.3. Prime with zinc-rich primer where indicated.

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.


SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY1.1 SUBMITTALS

A. Product data for adhesives and sealants used inside the weatherproofing system indicatingVOC content of each product used.

B. Product data for products containing composite wood or agrifiber products or wood glues indicating that they do not contain urea-formaldehyde resin.

1.2 MATERIALSA. Wood Products, General:

1. Maximum Moisture Content of Lumber: 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 sill plates.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 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-retardant treated.G. Fasteners: Hot-dip galvanized steel where exposed to weather, in ground contact, in contact with

treated wood, or in area of high relative humidity.H. Metal Framing Anchors:

1. Metal: Galvanized steel; hot-dip heavy galvanized steel forwood-preservative-treated lumber and where indicated.

I. Adhesives: Adhesives shall have a VOC content of 70 g/L or less when calculated according to40 CFR 59, Subpart D (EPA Method 24).

1.3 INSTALLATIONA. Furring to Receive Plywood or Hardboard Paneling: 1-by-3-inch nominal-size furring

at 24 inches o.c.B. Furring to Receive Gypsum Board: 1-by-2-inch nominal-size furring at 16 inches o.c.


Wood and Plastics

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. Includebar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar diagrams,bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing,and supports for concrete reinforcement.

2. Slab Layouts: Dimension locations of control, expansion, and construction joints.Relate to building grid lines.

C. Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant 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 flat sheets.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 C 989, 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

admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium 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 C 494/C 494M, Type F.

C. Waterstops: Flexible rubber.D. Plastic Vapor Retarder: ASTM E 1745, Class A. Include manufacturer's recommended adhesive or

pressure-sensitive joint 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, cork or self-expanding cork.2. Bonding Agent: ASTM C 1059/C 1059M, Type II, non-redispersible, acrylic emulsion or

styrene butadiene.3. Non-Shrink Grouts: ASTM C 1107, Grade B; non-shrink non-catalyzed natural aggregate

grout; minimum compressive strength of 7000 PSI at 28 days; 25 to 30 second flow when tested in accordance with ASTM C 939 at 45 to 90 degrees F; cement gray in color

4. Form Release Coating: Water based type; Nox-Crete “Utility Release. Cresset Chemical Company Crete 20” or approved; non staining.

G. Repair Materials:1. Repair Underlayment: Cement-based, polymer-modified, self-leveling product that can be

applied in thicknesses from 1/8 inch(3.2 mm) and that can be feathered at edges to match adjacent floor elevations.a. Cement Binder: ASTM C 150, Portland cement or hydraulic or blended hydraulic

cement as defined in ASTM C 219.b. Primer: Product of underlayment manufacturer recommended for substrate,

conditions, and application.c. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch or coarse sand

as recommended by underlayment manufacturer.d. Compressive Strength: Not less than 4100 psi at 28 days when tested

according to ASTM C 109/C 109M.2. Repair Overlayment: Cement-based, polymer-modified, self-leveling product that can be

applied in thicknesses from 1/8 inch and that can be feathered at edges to match adjacent floor elevations.a. Cement Binder: ASTM C 150, Portland cement or hydraulic or blended hydraulic

cement as defined in ASTM C 219.b. Primer: Product of topping manufacturer recommended for substrate, conditions,

and application.c. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch or coarse sand

as recommended by topping manufacturer.d. Compressive Strength: Not less than 5000 psi at 28 days when tested

according to ASTM C 109/C 109M.1.4 INSTALLATION

A. 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 or quarry tile set over a cleavage membrane, paint, or anotherthin-film-finish coating system.

3. Trowel and Fine Broom: Surfaces to be covered with ceramic or quarry tile installedby either thickset or thin-set method.

4. Broom: Exterior concrete platforms, steps, and ramps.1.5 FIELD QUALITY CONTROL

A. Testing: By Owner-engaged agency.B. Inspections: By Owner-engaged special inspector.


Concrete

Concrete (Continued)


(206) 318-1575




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SECTION 078413 - THROUGH-PENETRATION FIRESTOP SYSTEMS1.1 SUBMITTALS

A. Product Data: For each type of product indicated.B. LEED Report: Submit VOC content documentation for all non-preformed materials.

1.2 QUALITY ASSURANCEA. Installer Qualifications: An FM Global-approved firestop contractor or a UL-qualified

firestop contractor.B. Fire-Test-Response Characteristics: Tested per ASTM E 814 by qualified testing and inspecting

agency.1.3 PENETRATION FIRESTOPPING

A. 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 VOC content 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 CONTROLA. Inspection of Installed Firestop Systems: By Owner-engaged agency according to ASTM E 2174

requirements.END OF SECTION 078413

Thermal and Moisture Protection (Continued)

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 the fire-resistance ratings of construction that they join,as determined by UL 2079.

1.3 SUBMITTALSA. Product Data: For each type of product indicated.B. LEED Report: Submit VOC content documentation for all non-preformed materials.

1.4 QUALITY ASSURANCEA. Fire-Test-Response Characteristics: Tested by qualified testing and inspecting agency.

1.5 FIRE-RESISTIVE JOINT SYSTEMSA. Designation System for Joints in or between Fire-Resistance-Rated Constructions:

Alphanumeric systems listed in UL's "Fire Resistance Directory" under Product Category XHBN.B. Joints in or between Fire-Resistance-Rated Construction: Equal to or exceeding

the fire-resistance rating of construction they will join.C. Joints at Exterior Curtain-Wall/Floor Intersections: Equal to or exceeding the fire-resistance

rating of the floor assembly.D. Joints in Smoke Barriers:

1. L-Rating: Not exceeding 5.0 cfm/ft of joint at 0.30 inch wg at both ambientand elevated temperatures.

E. Exposed Fire-Resistive Joint Systems: Provide products with flame-spread andsmoke-developed indexes of less than 25 and 450, respectively, as determined per ASTM E 84.

F. VOC Content: Fire-resistive joint system sealants shall comply with the following limits forVOC content when calculated according 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

SECTION 079200 - JOINT SEALANTS1.1 SUBMITTALS

A. LEED Report: Submit VOC content documentation for all non-preformed sealants and primers.1.2 MATERIALS

A. VOC Content of Interior Sealants: Provide interior sealants and sealant primers that complywith the following limits for VOC content 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 indicated for joints thatwill come in repeated contact with food, provide products 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 Polyurethane Sealant ES-5.6. Multicomponent Nonsag Polyurethane Filler ES-6.

D. Latex Sealant LS-1: Comply with ASTM C 834, Type P, Grade NF.E. Joint-Sealant Backing: Round foam rod compatible with sealant; ASTM D1667, closed cell PVC;

oversized 30 to 50 percent larger than joint width.1.3 JOINT-SEALANT SCHEDULE

A. Joint-Sealant Application JS-1: Exterior horizontal nontraffic and traffic isolation andcontraction joints in cast-in-place concrete slabs.1. Joint Sealant: ES-5.

B. Joint-Sealant Application JS-2: Exterior perimeter joints between wall and frames of doorsand windows.1. Joint Sealant: ES-1.

C. Joint-Sealant Application JS-3: Exterior control and expansion joints in horizontal traffic surfaces of brick pavers, ceramic tile, 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, andisolation joints in horizontal traffic surfaces.1. Joint Sealant: ES-3.2. Joint-Sealant Color: As noted.

F. Joint-Sealant Application JS-6: Interior joints between plumbing fixtures 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 exposed surfaces of interior partitions.1. Joint Sealant: ES-3.

H. Joint-Sealant Application JS-8: Perimeter joints between interior wall surfaces and framesof 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 to non-porous material.1. Joint Sealant: ES-4.2. Joint-Sealant Color: Clear.


Doors and Windows (Continued)SECTION 092216 - NON-LOAD-BEARING STEEL FRAMING1.1 SUMMARY

A. Non-load-bearing steel framing members for interior framing systems.1.2 MATERIALS

A. 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-dip galvanized, 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 unless otherwise indicated on Drawings.2. Depth: As indicated on Drawings.

C. Dimpled Steel Studs and Runners:1. Minimum Base-Metal Thickness: 0.025 inch.2. Depth: As indicated on Drawings.

D. Slip-Type Head Joints: Where indicated, provide one of the following:1. Single Long-Leg Runner System: ASTM C 645 top runner with 2-inch deep flanges

in thickness not less than indicated for studs, installed with studs frictionfit into top runner and with continuous bridging located within 12 inches of the top of studsto provide lateral bracing.

2. Double-Runner System: ASTM C 645 top runners, inside runner with 2-inch deep flangesin thickness not less than indicated for studs and fastened to studs, and outer runnersized to friction fit inside runner.

3. Deflection Track: Steel sheet top runner manufactured to prevent cracking of finishes applied to interior partition framing resulting from deflection of structure above;in thickness not less than indicated for studs and in width to accommodate depth of studs.

E. Cold-Rolled Channel Bridging: 0.0538-inch bare-steel thickness, with minimum 1/2-inch wide flanges.1. Depth: 1-1/2 inches.2. Clip Angle: Not less than 1-1/2 by 1-1/2 inches, 0.068-inch 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 bare-steel thickness, with minimum 1/2-inch wide flanges.1. Depth: As indicated on Drawings.2. Furring Brackets: Adjustable, corrugated-edge type of steel sheet

with minimum bare-steel thickness of 0.0312 inch.3. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper,

0.0625-inch diameter wire, or double strand of 0.0475-inch diameter wire.H. Z-Shaped Furring: With slotted or nonslotted web, face flange of 1-1/4 inches, wall attachment

flange of 7/8 inch, minimum bare-metal thickness of 0.0179 inch, and depth requiredto fit insulation thickness indicated.


Finishes

SECTION 083815 - DOUBLE ACTING SWING DOORS1.1 SUMMARY

A. Section Includes:1. Solid-core double acting swing doors with plastic laminate faces.

1.2 SUBMITTALSA. Product Data: For each type of product indicated. Include construction details,

material descriptions, core descriptions, 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 unless otherwise indicated. Comply with ANSI/SDI A250.8.1. Design: As indicated.

B. Core Construction: 3/4” exterior grade solid wood core made with adhesives andcomposite wood products that do not contain urea formaldehyde.1. Vertical Edges for Double-Acting Doors: Round vertical edges with 2-1/8-inch radius.2. Top and Bottom Edges: Closed with flush or inverted 0.042-inch thick, end closures or

channels of same material as face sheets.3. Tolerances: Comply with SDI 117, "Manufacturing Tolerances for Standard Steel Doors

and Frames."C. Interior Doors: Face sheets fabricated from decorative high pressure laminate. Provide doors

complying with requirements indicated below by referencing ANSI/SDI A250.8 for level and modeland ANSI/SDI A250.4 for physical performance level:1. Level 1 and Physical Performance Level C (Standard Duty).

a. Width: As indicated on Drawings.D. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with reinforcing plates

of 18 gauge stainless steel..E. Fabricate concealed stiffeners and hardware reinforcement from either cold- or hot-rolled steel

sheet.1.4 STOPS AND MOLDINGS

A. Moldings for Glazed Lites in Doors: Minimum 0.032 inch thick.B. Loose Stops for Glazed Lites in Frames: Minimum 0.032 inch thick, fabricated from same material

as frames in which they are installed.1.5 STEEL FINISHES

A. 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 with ANSI/SDI A250.10 acceptance criteria; recommended byprimer manufacturer for substrate; compatible with substrate and field-applied coatings despite prolonged exposure.

B. Factory-Applied Paint Finish: Manufacturer's standard, complying with ANSI/SDI A250.3 for performance and acceptance criteria.

1.6 Color and Gloss: As indicated by manufacturer's designations.END OF SECTION 083815

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 SUBMITTALSA. Product data for adhesives and sealants used in materials indicating

VOC content of each product used.1.3 QUALITY ASSURANCE

A. Mockups for each form of construction.1.4 MATERIALS

A. 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 above adjacent floor surface. Finish bevel to match top surface of threshold. Limit height of

threshold to 1/2 inch or less above adjacent floor surface.C. Mortar: Latex-portland cementD. Elastomeric Sealants: One-part, mildew-resistant silicone.

1. Sealants shall have a VOC content of 250 g/L or less when calculated according to40 CFR 59, Subpart D (EPA Method 24).

1.5 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 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.

1.6 WALL TILE INSTALLATION SCHEDULEA. Interior Walls over Glass-Mat Water-Resistant Backer Board or Cementitious Backer Units:

Thin-set mortar.1. Tile Type: Unglazed ceramic mosaic, Glazed ceramic mosaic, or Glazed wall tile.2. Mortar: Latex- portland cement mortar.3. Grout: Polymer-modified unsanded grout.


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 each textured finish indicatedand on same backing indicated for Work.

1.3 MATERIALSA. Interior Gypsum Board:

1. General: Complying with ASTM C 36/C 36M or ASTM C 1396/C 1396M,as applicable to type of gypsum board indicated and whichever is more stringent.a. Must be certified as low emitting. Certification must be based upon the

California Department of Health Services Standard Practice for The Testing Of Volatile Organic Emissions From Various Sources Using Small-Scale Environmental Chambers, including 2004 Addenda or a jurisdictionally recognizedstandard using equivalent testing methodologies and VOC thresholds.

2. Type X:a. Thickness: 5/8 inch.b. Long Edges: Tapered.

3. Moisture- and mold-resistant type: With moisture- and mold-resistant core and surfaces.a. Core: 5/8 inch, 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 of Health Services Standard Practice for The Testing Of Volatile Organic Emissions From Various Sources Using Small-Scale Environmental Chambers, including 2004 Addenda or a jurisdictionally recognizedstandard using equivalent testing methodologies and VOC thresholds.

b. Core: 5/8 inch, 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: As indicated.b. Mold Resistance: ASTM D 3273, score of 10 as rated according to

ASTM D 3274.C. Trim Accessories:

1. Interior: Cornerbead.END OF SECTION 092900

SECTION 081416 - FLUSH WOOD DOORS1.1 SUBMITTALS

A. Product Data: For each type of door indicated. Include details of core and edge constructionand trim for openings.

B. Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of door; construction details not covered in Product Data; location and extent of hardware blocking;

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.D. LEED Report: Submit for wood products made from sustainably harvested wood, salvaged

and reused wood, wood fabricated from recovered timber, and locally-sourced wood.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, GENERAL

A. Low-Emitting Materials: Made with adhesives and composite wood products that haveno 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.END OF SECTION 081416

Wood and Plastics (Continued)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 SUBMITTALSA. Product data for adhesives and sealants used inside materials indicating

VOC content of each product used.B. Product data for products containing composite wood or agrifiber products or wood glues

indicating that they do not contain urea-formaldehyde resin.1.3 QUALITY ASSURANCE

A. Quality Standard: AWI.1.4 MATERIALS

A. Wood Products: Comply with the following:1. Hardboard: AHA A135.4, made with binder containing no urea formaldehyde.2. Medium-Density Fiberboard: ANSI A208.2, Grade 130,

made with binder containing no urea formaldehyde.3. Moisture Resistant Medium-Density Fiberboard: ANSI A208.2, Grade MD, MR50,

made with binder containing no urea formaldehyde.4. Straw-based Particleboard: ANSI A208.1, Grade M-2, except for density,

made with adhesive containing no urea formaldehyde.5. Softwood Plywood: DOC PS 16. Veneer-Faced Panel Products (Hardwood Plywood): HPVA HP-1,

made with adhesive containing no urea formaldehyde.B. Adhesives, General: Do not use adhesives that contain urea formaldehyde.C. VOC Limits for Installation Adhesives and Glues: Use installation adhesives that comply

with the following limits for 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 thermoset decorative panel with PVC or polyester edge banding.3. Cleats: 3/4-inch panel product.

E. Shop Finishing:1. Grade: Same grade as woodwork.2. Extent: All woodwork shop finished.

1.5 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 for complete installation. Use fine finishing nails or finishing screws for exposed fastening, countersunk and filled flush with millwork and matching final finish if transparent finish is indicated.

C. Cabinets: Install without distortion so doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete installation of hardware and accessory items as indicated.1. Install cabinets with no more than 1/8 inch in 96-inch sag, bow, or other variation from

a straight line.D. Countertops: Anchor securely by screwing through corner blocks of base cabinets or

other supports into underside of countertop.1. Align adjacent solid-surfacing-material countertops and form seams to comply with

manufacturer's written recommendations using adhesive in color to match countertop. Carefully dress joints smooth, remove surface scratches, and clean entire surface.

2. Install countertops with no more than 1/8 inch in 96-inch sag, bow,or other variation from a straight line.

3. Secure coved backsplashes to tops per manufacturers fabrication manual and to wallswith adhesive.

4. Calk space between backsplash and wall with sealant specified in Division 7 Section"Joint Sealants."


SECTION 064400 - PLASTIC PANELING1.1 SUMMARY

A. Section Includes the following:1. Glass-fiber reinforced plastic (FRP) wall paneling.2. Molding, adhesives, and joint sealants.

1.2 SUBMITTALSA. Product data for adhesives and sealants used inside materials indicating

VOC content of each product used.1.3 PLASTIC SHEET PANELING

A. 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 requirementsof the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-ScaleEnvironmental 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 polypropylene panels made from no less than80 percent recycled material.1. Low-Emitting Materials: Paneling shall comply with the testing and product requirements

of the California Department of Public Health's (formerly, the California Department ofHealth Services') "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers."

2. Nominal Thickness: Not less than 0.09 inches.3. Color: White.4. Molding Color: White.5. Surface Finish: Molded pebble texture.

1.4 ADHESIVESA. As recommended by plastic paneling manufacturer.

1. VOC Limit: 50 g/L1.5 ACCESSORIES

A. Trim Accessories: Manufacturer's standard one-piece vinyl extrusions designed to retain andcover edges of panels. Provide division bars, inside corners, outside corners, and caps as neededto conceal edges.1. Color: White.



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SECTION 099300 - WOOD STAINS AND TRANSPARENT FINISHES1.1 SUMMARY

A. Surface preparation and application of wood finishes on exterior and interior substrates.1.2 SUBMITTALS

A. Samples for Verification: For each type of finish system and in each color and glossof finish indicated.

B. Product data for varnishes, shellacs, stains, primers, and coatings used indicating VOC contentof each product used.

1.3 QUALITY ASSURANCEA. Quality Standards: "MPI Approved Products List" and "MPI Architectural Painting Specification

Manual."1.4 GENERAL

A. 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:1. Prime Coat: Water-based varnish matching topcoat.2. Intermediate Coat: Water-based varnish matching topcoat.3. Topcoat: Varnish, water based, clear.

C. Water-Based Fire Retardant System:1. Topcoat: Fire retardant coating, clear.

a. Class A flame spread and smoke-developed index per ASTM E 84.END OF SECTION 099300

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 with each other, based on input from installers of the items involved: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 for each exposed finish required,

prepared on Samples of size indicated 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 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 each acoustical panel ceiling.G. Maintenance Data: For finishes to include in maintenance manuals.

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 California Department of Health Services Standard Practice for The Testing Of VolatileOrganic Emissions From Various Sources Using Small-Scale Environmental Chambers, including 2004 Addenda or a jurisdictionally recognized standard using equivalent testing methodologies 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.2. Color: As indicated on Drawings.3. Thickness: 5/8 inch.4. Modular Size: 24 by 48 inches.5. Broad Spectrum Antimicrobial Fungicide and Bactericide Treatment: Provide

acoustical tiles treated with manufacturer's standard antimicrobial formulation thatinhibits fungus, mold, mildew, and gram-positive and gram-negative bacteria andshowing no mold, mildew, or bacterial growth when tested according to ASTM D 3273 and 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.2. Color: As indicated on Drawings.3. Thickness: 5/8 inch.4. Modular Size: 24 by 48 inches.5. Broad Spectrum Antimicrobial Fungicide and Bactericide Treatment: Provide

acoustical tiles treated with manufacturer's standard antimicrobial formulation thatinhibits fungus, mold, mildew, and gram-positive and gram-negative bacteria andshowing no mold, mildew, or bacterial growth when tested according to ASTM D 3273 and evaluated according to ASTM D 3274 or ASTM G 21.

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 or UBC Standard 25-2.1.6 FIELD QUALITY CONTROL

A. Testing: By Contractor-engaged agency to test acoustical panel ceiling hanger fasteners,when required by jurisdictional authorities.


Finishes (Continued)

SECTION 096400 - WOOD FLOORING1.1 SUMMARY

A. Factory-finished wood flooring.1.2 SUBMITTALS

A. Product data for adhesives indicating VOC content of each product used.1.3 PERFORMANCE REQUIREMENTS

A. FloorScore Compliance: Composite wood floors shall comply with requirements ofFloorScore Standard.

1.4 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 SUBMITTALS

A. Product data for adhesives used indicating VOC content of each product used.1.3 MATERIALS

A. Adhesive: Mildew-resistant, non-staining, strippable adhesive, for use with specific wall coveringand substrate application, as recommended in writing by wall-covering manufacturer, andwith a VOC content of 50 g/L or less when calculated according to 40 CFR 59, Subpart D(EPA Method 24).

1.4 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 on interior substrates.1.2 SUBMITTALS

A. Samples for Verification:1. For each non-standard latex topcoat color and gloss indicated.2. For each type of non-standard paint system and in each color and gloss

of topcoat indicated.B. Product data for primers, paints, sealers, and coatings used indicating VOC content

of each product used.1.3 QUALITY ASSURANCE

A. Quality Standards: "MPI Approved Products List" and "MPI Architectural Painting Specification Manual."

B. Mockups for each color and finish.1.4 GENERAL

A. VOC Content: Products shall comply with VOC limits of authorities having jurisdiction and,for interior paints and coatings applied at Project site, the following VOC limits, exclusive of colorants added to a tint base, when calculated according 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. Primers, Sealers, and Undercoaters: 200 g/L.4. Anticorrosive and Antirust Paints Applied to Ferrous Metals: 250 g/L.5. High Performance Coatings: 250 g/L.6. Floor Coatings: 100 g/L.7. Fire Retardant Coatings, Clear: 650 g/L.8. Fire Retardant Coatings, Pigmented: 350 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).2. Quick-Drying Enamel System:

a. Prime Coat: Primer, rust-inhibitive, water based.b. Topcoat: Alkyd, quick dry (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 paint schedule).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:


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: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).G. Acoustical Ceiling Tile:


in paint schedule).END OF SECTION 099123

Finishes (Continued)


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Architect of Record

SHEET NUMBER:

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STORE #:

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CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

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Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

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CPN/PROJECT #:

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DESIGN MANAGER:

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GENERAL NOTES:

KEYED NOTES:REFER TO EXTERIOR ELEVATIONS FOR BUILDINGSIGNAGE LOCATIONS. REFER TO ELECTRICALSHEETS FOR POWER REQUIREMENTS.

NUMERICAL NOTES NOT LISTED ARE NOT USED.A

1

2

3

4

5

6

7

8

9

10

STARBUCKS CONTRACTS DIRECTLY WITH SIGNAGECONTRACTOR TO PERMIT, SUPPLY AND INSTALLSIGNAGE. SIGNAGE CONTRACTOR TO VERIFYSIGNAGE COMPLIANCE WITH LOCAL CODES ANDOBTAIN PERMIT AND LANDLORD APPROVAL.

REFER TO I-601 AND I-602 FOR SCHEDULESB

C

SIGNAGE CONTRACTOR TO SUPPLY SHOPDRAWINGS TO STARBUCKS CM, DESIGNER ANDTO THE GC AS NEEDED. GC TO NOTIFYSTARBUCKS CM IMMEDIATELY IF SHOPDRAWINGS OR INSTALLATION IS IN DISCREPANCYWITH STARBUCKS ARCHITECTURAL DRAWINGS.

D

GC TO COORDINATE AND SCHEDULE SIGNAGEINSTALLATION WITH THE SIGNAGE CONTRACTORPROVIDING A MINIMUM SCHEDULING NOTICE OF 4WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATEOF INSTALLATION. STARBUCKS CM TO PROVIDEGC WITH SIGNAGE CONTRACTOR CONTACTINFORMATION.

E

SIGNAGE TO BE PERMITTED UNDER SEPARATEPERMIT

F

EXTERIOR SITE LIGHTING TO BE ON TIME CLOCKSYNCHRONIZED WITH SIGNAGE. LIGHTINGREQUIREMENTS:A) 3-7 FOOTCANDLES LIGHT LEVELS MINIMUM.B) NO DARK AREAS ON SITE, INCLUDING TRASHENCLOSURE AND OUTDOOR PATIOSC) METAL HALIDE LIGHTING PREFERRED.

LANDSCAPING TO BE PROVIDED BY LANDLORD.LANDSCAPING TO BE LOW PROFILE, NO HIDINGPLACES, 30" MAXIMUM HEIGHT.

DRIVE-THRU EQUIPMENT INCLUDING VEHICLEDETECTION LOOP, WIRELESS COMMUNICATION,AND MONITORS COORDINATED BY STARBUCKSCONSTRUCTION MANAGER. REFER TOELECTRICAL SHEETS.

LANDLORD IS RESPONSIBLE FOR PROVIDING SITEWORK, INCLUDING NEW BOLLARDS, FOOTING ANDCONDUIT FOR DRIVE-THRU SIGNAGE. COORDINATEWITH STARBUCKS CONSTRUCTION MANAGER.

ALL PARKING AND DRIVE-THRU STRIPING TO BEPROVIDED BY LANDLORD.

DUMPSTER ENCLOSURE PROVIDED BY LANDLORDTO BE LOCKABLE USING STEEL GATES OR CHAINBY LANDLORD.

LANDLORD TO PROVIDE 6" (150MM) THICK CONCRETEPAVING THE LENGTH OF THE DRIVE-THRU LANE,EXTENT TO INCLUDE DRIVE-THRU WINDOWSTANDING PAD.

GC TO APPLY CONCRETE SEALER TO ALLEXTERIOR CONCRETE PATIO AND WALKWAYSURFACES.

ALL SIGNAGE BY SIGN VENDOR UNDERSEPARATE PERMIT.

SIGNAGE CONTRACTOR SHALL VERIFY SIZE &LOCATION OF ANY & ALL ALLOWABLEMONUMENT OR PYLON SIGNAGE WITHLANDLORD & PROVIDE SHOP DRAWING(S)PRIOR TO FABRICATION.

G

LEED:

11 PYLON SIGN BY LANDLORD

12 DIRECTIONAL PARKING STRIPES BY STARBUCKS

13 HC RAMP BY LANDLORD

14 BIKE RACK BY LANDLORD

15 RAILING BY LANDLORD

16 GREASE TRAP BY LANDLORD

17 GREEN DOUBLE IN-ARROW WAYFINDING GRAPHICBY G.C.

19 WHITE OUT-ARROW AND BAR WAYFINDINGGRAPHIC BY G.C.

18 WHITE DOUBLE OUT-ARROW WAYFINDINGGRAPHIC BY G.C.

REFER TO DESIGN SPECIFICATIONSSHEET(S) FOR LEED COMPLIANCEINFORMATION.

NPLAN

NTRUE

Scale: 3/32" = 1'-0"1 SITE PLAN


S 14119 S 14163

S 14120

45°

18' - 11 1/4"

3' -

3 1/

2"

2 74 74 7

A-103

1

A-104

1

S 14093

S 14103

A-1047

10°

2' -

4 3/

4"

8

7' - 3 1/2" 4' - 0 1/2" 2' - 6"

8

5' -

6"5'

- 6"

A-1031

A-103

6

8

8

A-1032

A-104

3

S 11298

S 14104

S 14101

3' - 0 3/4"1' -

0 1/

2"

7' - 8"

2' -

3 1/

4"

DIMENSION FROMFACE OF CURB ATRADIUS STARTPOINT

1 7

5 7

6

A-103

4

A-1039

8

8

SID

E E

SID

E F

A-1042

1 7

S 14091

6' - 7 3/4"

1' -

3 1/

2"

A-103 10

SID

E L

SID

E K

8


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

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PRO

JEC

T AD

DR

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SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

BID SET




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ENLARGED SITEPLANS

62189-001

06-06-14

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KATHY TRAVIS

06-06-14

A-102

13108.538

DAL

LAS

13057

Scale: 1/4" = 1'-0"1 PLAN AT MENU BOARDS Scale: 1/4" = 1'-0"2 PLAN AT CLEARANCE BAR AND DIRECTIONAL SIGNAGE

Scale: 1/4" = 1'-0"3 PLAN AT DIRECTIONAL SIGANGE- EXIT ONLY/ THANK YOU

GENERAL NOTES:

KEYED NOTES:

NUMERICAL NOTES NOT LISTED ARE NOT USED.A

STARBUCKS CONTRACTS DIRECTLY WITH SIGNAGECONTRACTOR TO PERMIT, SUPPLY AND INSTALLSIGNAGE. SIGNAGE CONTRACTOR TO VERIFYSIGNAGE COMPLIANCE WITH LOCAL CODES ANDOBTAIN PERMIT AND LANDLORD APPROVAL.

REFER TO I-601 AND I-602 FOR SCHEDULESB

C

SIGNAGE CONTRACTOR TO SUPPLY SHOPDRAWINGS TO STARBUCKS CM, DESIGNER ANDTO THE GC AS NEEDED. GC TO NOTIFYSTARBUCKS CM IMMEDIATELY IF SHOPDRAWINGS OR INSTALLATION IS IN DISCREPANCYWITH STARBUCKS ARCHITECTURAL DRAWINGS.

D

GC TO COORDINATE AND SCHEDULE SIGNAGEINSTALLATION WITH THE SIGNAGE CONTRACTORPROVIDING A MINIMUM SCHEDULING NOTICE OF 4WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATEOF INSTALLATION. STARBUCKS CM TO PROVIDEGC WITH SIGNAGE CONTRACTOR CONTACTINFORMATION.

E

SIGNAGE TO BE PERMITTED UNDER SEPARATEPERMIT

F

SIGNAGE CONTRACTOR SHALL VERIFY SIZE &LOCATION OF ANY & ALL ALLOWABLEMONUMENT OR PYLON SIGNAGE WITHLANDLORD & PROVIDE SHOP DRAWING(S)PRIOR TO FABRICATION.

G

1 DIRECTIONAL SIGNAGE

2 PRE- MENU BOARD

3

ORDER CONFIRMATION SCREEN4

CLEARANCE BAR5

MENU BOARD

GREEN IN- ARROW WAYFINDING GRAPHIC6

7 ALL SIGNAGE BY SIGN VENDOR UNDERSEPARATE PERMIT.

8 LANDLORD IS RESPONSIBLE FOR PROVIDING SITEWORK, INCLUDING NEW BOLLARDS, FOOTING ANDCONDUIT FOR DRIVE-THRU SIGNAGE. COORDINATEWITH STARBUCKS CONSTRUCTION MANAGER.


FINISHEDGRADE

2' - 2"

2' -

0 1/

4"4'

- 1"

6' -

1 1/

4"

8' - 1 1/4"

#3 TIES (3 EA.)

#3 TIES TYP. @12" O.C.

#5 VERTICALS(6 EA.)

MENU BOTTOMPLATE OUTLINE

3/4" DIA. x 24"LANCHOR BOLTS (F1554GRADE 36 - 4 EA.)

NAT

UR

AL G

RAD

E O

R E

NG

INEE

RED

FIL

L

4'-3

" MIN

. IN

TO

OPENING FOR120VAC(CENTER INFOOTING)

4"

1'-1"

PLAN

FREESTANDINGMENU (DESIGNVARIES)

THIS DETAIL IS FORREFERENCE ONLY.

SIGNAGE SUPPLIED ANDINSTALLED BY OTHERS

UNDER SEPARATE PERMIT

2'-1 3/4"

4 1/2" 6 3/8"

2 3/

8"

8 5/

8"

FINISHEDGRADE

#3 TIES (3 EA.)

#3 TIES TYP. @12" O.C.

#5 VERTICALS(6 EA.)

3/4" DIA. x 24"LANCHOR BOLTS (F1554GRADE 36 - 4 EA.)

NAT

UR

AL G

RAD

E O

R E

NG

INEE

RED

FIL

L

4'-3

" MIN

. IN

TO

FREESTANDINGPRE-MENU(DESIGN VARIES)

THIS DETAIL IS FORREFERENCE ONLY.

SIGNAGE SUPPLIED ANDINSTALLED BY OTHERS

UNDER SEPARATE PERMIT

2' - 11 1/8"

3' -

11 3

/4"

2' -

0 1/

8"

2' - 2"

5' -

11 7

/8"

2'-2"

MENU BOTTOMPLATE OUTLINE

OPENING FOR120VAC(CENTER INFOOTING)

4"

1'-1"

PLAN

2'-1 3/4"

4 1/2" 6 3/8"

1 7/

8"

8 5/

8"

10'-0" CLEARANCE

1' - 9"

SIGN WITH BASE AND PLATECOVER (BY STARBUCKS)

EXPOSED FOOTING

FINISH GRADE

CONCRETE FOOTING

LETTERING APPLIED ONSITE AS NEEDED

THIS DETAIL IS FOR REFERENCEONLY. SIGNAGE SUPPLIED ANDINSTALLED BY OTHERS UNDERSEPARATE PERMIT.

DRIVING SURFACE

STEEL POLE

10' -

0"

A-1038

CLEARANCE BAR3/4" X 36" A36 STEEL ANCHORBOLTS EMBED 48" MIN. (4 EA.)

FINISH GRADE

(6) #4 BARS ON AN 11" PATTERNWITH (6) #3 STIRRUPS @ 4" O.C.@ TOP 24", THEN 10" O.C.THEREAFTER

PLAN

5"

5"

CLEARANCE POSTPLATE OUTLINE

NOTES:1. FOOTING DEPTH MAY VARY AS PER SITE AND SOIL CONDITIONS.2. CONCRETE COMPRESSIVE STRENGTH 3600 PSI AFTER 28 DAYS.3. THE GROUND MUST NOT BE ALTERED AND MUST BE WELL DRAINED.4. EXPECTED GROUND BEARING CAPACITY AT 3000 PSF.

5' -

0"

1' - 6"

8"

8"

3/4" DIA. HOLE (4)

2 7/8" DIA. GALV.STEEL PIPE PAINTEDDURANODIC BRONZE

1/2" THICK STEELPLATE PAINTEDDURANODIC BRONZE

3" MIN. CONC. COVERDO NOT WELD REBAR

NON-SHRINK GROUT &3/4" LEVELING NUTS

#3 TIES (3 EA.)

#4 VERTICALS(4 EA.)

FINISHEDGRADE

INTO

NAT

UR

ALG

RAD

E O

REN

GIN

EER

EDFI

LL

#3 TIES TYP PLAN

DIRECTIONALPLATEOUTLINE

DIRECTIONALSIGN

3/4" 12" LONGANCHOR BOLTSEMBED 6" MIN.(2EA.)

1" CONDUITFOR 120VAC(CENTER INFOOTING)2'

-0" M

IN.

1'-6" DIA.

6"

1"

THIS DETAIL IS FOR REFERENCE ONLY.SIGNAGE SUPPLIED AND INSTALLED BYOTHERS UNDER SEPARATE PERMIT

FRONT ELEVATION SIDE ELEVATION

THIS DETAIL IS FORREFERENCE ONLY. SIGNAGESUPPLIED AND INSTALLEDBY OTHERS UNDERSEPARATE PERMIT

ACRYLIC GRAPHIC PANELS

SIDE E SIDE F

SIGN WITH BASEAND PLATE COVER(BY STARBUCKS)

EXPOSED FOOTING

FINISH GRADE

CONCRETE FOOTING

2' - 7"

3' -

10"

1 1/

2"

5 1/4"

SIGN WITH BASEAND PLATE COVER(BY STARBUCKS)

EXPOSED FOOTING

FINISH GRADE

CONCRETE FOOTING

2' - 1 1/4"3'

- 10

"1

1/2"

SIDE K

SIDE L


1' -

11"

2' - 6" 4' - 0 1/4" 6' - 2"

2' -

2 1/

4"M

IN. C

LR.

1' -

0"

10°

1' -

0"

(1) CONDUIT, ROUTE BACK TO ELECTRICAL PANEL

CONCRETE FOOTING

OUTLINE OF MENU BOARD

OUTLINE OF DIGITAL ORDER SCREEN

DETECTOR LOOP CENTERED ON DIGITAL ORDER SCREEN2" (50MM) BELOW FINAL GRADE IN CONDUIT OR SAWCUT.

CONDUIT

(2) CONDUIT, ROUTE TO DRIVE THRU WINDOW(1) CONDUIT, ROUTE TO ELECTRICAL PANEL

CONCRETE FOOTING (2)

NON-ILLUMINATED BOLLARD

CANOPY ABOVE

EDGE OF CONCRETE CURB

MIN

. CLR

. AR

EA

2' -

9 1/

4"

15' - 6 1/2"

NOTES:1. IF UTILIZING EXISTING FOOTING(S) FORSIGNAGE INSTALLATION, FASTEN TOEXISTING THREADED BOLTS AND PROVIDECONDUIT AS NOTED. ENSURE BOLTS ARE INSOUND CONDITION.

2. IF ABANDONING EXISTING FOOTING(S) INPLACE, CUT CONDUIT AND THREADEDBOLTS FLUSH TO TOP OF FOOTING.

3. THIS DETAIL IS FOR REFERENCE ONLY.SIGNAGE SUPPLIED AND INSTALLED BYOTHERS UNDER SEPARATE PERMIT.

FINISHGRADE

SIGN WITH BASEAND PLATECOVER (BYSTARBUCKS)

CONCRETEFOOTING


FINISHGRADE

SIGN WITH BASEAND PLATECOVER (BYSTARBUCKS)

CONCRETEFOOTING1

1/2"


30°

OUTLINE OF MENU BOARD

CONCRETE FOOTING SEEADDITIONAL DETAILS FORCONSTRUCTION

EDGE OF CONCRETE CURB

(1) CONDUIT ROUTE BACKTO ELECTRICAL PANEL

20'-0" (6M) TO CENTERLINE OFORDER POINT

3' -

0"

MIN

. CLR

. AR

EA

4' -

6"


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

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SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

BID SET




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KATHY TRAVIS

06-06-14

A-103

13108.538

DAL

LAS

13057

Scale: 1/2" = 1'-0"3 FREESTANDING 5-PANEL MENU BD

Scale: 1/2" = 1'-0"7 FREE STANDING PRE MENU BOARDScale: 1/2" = 1'-0"4 ELEVATION OF CLEARANCE BAR

Scale: 1/2" = 1'-0"8 CLEARANCE BAR FOOTINGScale: 1/2" = 1'-0"11 DT ILLUM DIR. SIGN FOOTING

Scale: 1/2" = 1'-0"9 DT DIRECTIONAL ILLUM SIGNScale: 1/2" = 1'-0"10 DT DIRECTIONAL SIGN - EXIT

Scale: 1/2" = 1'-0"1 DTE - 5 PANEL 10º DT MENU BOARD, DIGITAL ORDER SCREEN WITH CANOPY

Scale: 1/2" = 1'-0"6 DTE - PRE-MENU FREESTANDINGScale: 1/2" = 1'-0"5 DTE - MENU 5 PANEL FREESTANDING

Scale: 1/2" = 1'-0"2 DTE - PRE-MENU 30 DEG


CURB

DIGITAL ORDERSCREEN WITHCANOPY (BYSTARBUCKS)

EXPOSED CONCRETEFOOTING

1 1/

2"

FRONT ELEVATION

PLAN

CONCRETECURB

FINISHEDDRIVEGRADE

CONCRETEFOOTING

DIGITAL ORDERSCREEN WITHCANOPY (BYSTARBUCKS)

FINISH GRADE

LEFT ELEVATION RIGHT ELEVATION

EXPOSED CONCRETEFOOTING


1' - 6" 1' - 6"

OPTIONALSEAM

42°

1' -

4"1'

- 4"


42°

1' - 6" 1' - 6"

1' -

4"1'

- 4"

1' -

4"1'

- 4"

OPTIONALSEAM


5' - 0"

1' -

0"

3"

2' - 3" 2' - 3"

42°

2' -

0"2'

- 0"


3" 3' - 6" 3" 3' - 6" 3"

7' - 9"

3"3'

- 0"

2' -

0"3'

- 0"

3"

8' -

6"


2' -

10"

5"

FINISH GRADE

CONCRETE FOOTING1 1/

2"6"

PAINT STRIPEPMS 369

6" EXTRUDED CONCRETECURB TYPICAL



(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

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PRO

JEC

T AD

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SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

BID SET




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KATHY TRAVIS

06-06-14

A-104

13108.538

DAL

LAS

13057

Scale: 1/2" = 1'-0"1 DTE - DIGITAL ORDER SCREEN WITH CANOPY

Scale: 1/2" = 1'-0"4 DTE - WAYFINDING GRAPHIC ARROW - SINGLEScale: 1/2" = 1'-0"5 DTE - WAYFINDING GRAPHIC ARROW - DOUBLE

Scale: 1/2" = 1'-0"6 DTE - WAYFINDING GRAPHIC ARROW - EXITScale: 1/2" = 1'-0"7 DTE- WAYFINDING GRAPHIC- STAR PATTERN

Scale: 3/4" = 1'-0"3 DTE - NON-ILLUMINATED BOLLARD


Scale: 1/2" = 1'-0"2 DTE - STRIPE AT CURB

EXISTING WALLS

GRADE BEAMS

NEW WALLS

DIMENSION STARTPOINT AT INSIDECORNER OFEXISTING WALLS

EXISTINGLEAVE OUT

BOH AND RESTROOMDIMENSIONS STARTPOINT AT INSIDECORNER OF EXISTINGWALLS

10' - 5"

16' - 1"

27' - 9"

3' -

9"

7' -

9"

10' -

0"

12' -

1"

12' -

11

1/2"

15' -

4"

6' -

9"

18' -

10"

5' - 8"

7' - 4"

7' - 0 1/2"

1' - 10"

4' - 5"

13' - 1 1/2"

9"

8' - 8 1/2"

4' - 2 1/2"

1' - 7"

9' -

3"

9' -

8 1/

2"

10"

8' - 8 1/2"

6' - 6 3/4"

A

C

F

1 2 3 4

B

D

E

G

8 1/2"

9' - 2 1/2"

V.I.F.

49' - 10 3/4"

6' - 11 1/2"

6' - 1"

9"

2' - 1"

4' - 0"

DRIVETHRU

BACKBAR WORKROOM

MEN'SRESTROOM

WOMEN'SRESTROOMVESTIBULE

SEATING

SALES

SEATING

SEATING

1

1

1

2

4

4

2 2

22

6

4

222

25

5

33

7

TYP.

7

TYP. 7 TYP.

7 TYP.

3

3' -

3 3/

4"

5' - 0" 3' - 6"


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

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PRO

JEC

T AD

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SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

BID SET




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PENETRATION PLAN

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KATHY TRAVIS

06-06-14

A-112

13108.538

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13057

LEGEND:

GENERAL NOTES:A

B

KEYED NOTES:

C

D

E

F

1

2

3

GC TO VERIFY ALL DIMENSIONS AND NOTIFYSTARBUCKS CM OF ANY DISCREPANCIES PRIOR TOCONSTRUCTION. ALL DIMENSIONS TO BE TAKENFROM DESIGNATED DATUM POINT.

GC TO VERIFY CONDITION AND CONSTRUCTION OFFOUNDATION PRIOR TO SAW-CUTTING/CORING.NOTIFY STARBUCKS CM AND ARCHITECTIMMEDIATELY WITH ANY DISCREPANCIES.

ALL DIMENSIONS SHOWN ARE FROM FINISH FACE TOFINISH FACE, UON.

DO NOT SCALE DRAWINGS.

GREASE TRAP TO BE SET PER JURISDICTIONALREQUIREMENTS. REFER TO PLUMBING SHEETS FORMORE INFORMATION.

ALL STUB-UP DIMENSIONS ARE RELATIVE TOFINISHED WALL LOCATIONS (SHOWN AS OUTLINESON THIS PLAN). REFER TO CONSTRUCTION PLANFOR WALL PLACEMENT.

FLOOR SINK. REFER TO PLUMBING SHEETS.

WASTE LINE PENETRATIONS. REFER TO PLUMBINGSHEETS.

STUB-UP PENETRATIONS. REFER TO ELECTRICALSHEETS.

FLOOR DRAIN. REFER TO PLUMBING SHEETS.

GC TO COORDINATE WITH SPECIFIC TRADES AND SITECONDITIONS TO DETERMINE LAYOUT OF TRENCHING.

GC TO VERIFY LOCATIONS AND SIZE OF EXISTINGGRADE BEAMS PRIOR TO TRENCHING AND / ORPENETRATING SLAB. NOTIFY ARCHITECT OF ANYCONFLICTS.

EXISTING HOSE BIB BY LANDLORD.

G

H

4

5

MOP SINK. REFER TO PLUMBING SHEETS.6

REFER TO PLUMBING SHEETS FOR SPECIFICATIONSOF PLUMBING FIXTURES AND SCHEDULES.

J

LEAVE-OUT TO ALLOW FOR A MINIMUM OF 6"CLEARANCE ON ALL SIDES OF PENETRATION.GC TO ADJUST AS NEEDED.

7

NPLAN

Scale: 1/4" = 1'-0"1 PENETRATION PLAN


NEW PARTIAL HEIGHT WALL

EXISTING WALL

EXISTING COLUMN

NEW HEAVY GAUGE WALL

WALL TYPE INDICATOR.

DOOR TAG

XX

NEW FULL HEIGHT WALL

XXXXX

SYMBOL ITEM WEIGHT HEIGHT APPROX. WIDTH

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

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

CSHELVES AND DATA RACK ATMANAGER'S DESK

300 LBS 1/2" ACXPLYWOOD

7'-0" CENTERED ABOVEMANAGER'S DESK AND DATARACK

D RESTROOM GRAB BARS 250 LBS 2'-6" TO 3'-0" 5'-0" AROUND WC

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

FUPPER STORAGE (CUBBY)CABINETS AT BACKBAR 300 LBS 6'-1" TO 7'-10" EXTENT OF BACKBAR UPPER

CASEWORK

G DIAPER CHANGING STATION 300 LBS 4'-0" TO 6'-6" 2'-10" BEHIND TABLE

TYPE

1B/A-501

1A/A-501

1B/A-501

1B/A-501

1B/A-501

1C/A-501

1B/A-501

1A/A-501HDRIVE THRU COMMUNICATIONSEQUIPMENT 100 LBS 4'-0" TO 6'-6" 4'-0" BEHIND POS AND BARISTA

AT DRIVE THRU WINDOW

1C/A-501I RESTROOM PARTITION 300 LBS

VERIFY WITHPARTITIONINSTALLATIONINSTRUCTIONS

PARTITION CONNECTION ATWALLS

A

2 3 4

B

D

E

G

I-4011

SEATING

BACKBAR

DRIVETHRU

WORKROOM

MEN'SRESTROOM

WOMEN'SRESTROOM

VESTIBULE

D 10086

30' - 2"

4' -

7 1/

2"

9' - 4 3/4"ALIGN

3' -

0 1/

4"H

OL D

3' -

0"3'

- 5

3/8"

SALES

2' - 8" 4' - 8" 7' - 0" 3' - 8 1/4" 3' - 11 1/2" 3' - 8 1/4" 49' - 6"

V.I.F.75' - 2"

5' -

1"9'

- 3

1/2"

3' -

0"2'

- 4

1/2"

9' -

5"4'

- 0"

10' -

7"

3' -

6"

3' -

10 3

/4"

4' -

1 1/

4"

9' -

0 3/

4"

7

2

D x0900

1 8

2

D x0901

1 8

F

B

EQEQ

EQEQ

1' - 8 1/2" 4' - 2" 1' - 8 1/2"

EQEQ

3' -

3 3/

4"

5' - 0"

5A

D

E

G

D

G

E

2

2

C

1

H

D 10190

D 10190

1

1

9

9

6

4

3 3

3

8

2

3

4

4

4

5' -

4 1/

2"

5' -

0"

5

6

6

6

7

8

V.I.F.V.I.F. V.I.F. V.I.F.V.I.F.V.I.F. V.I.F.

V.I.F

.

V.I.F

.

V.I.F

.V.

I.F.

V.I.F

.

V.I.F

.

V.I.F

.V.

I.F.

V.I.F

.

3"1'

- 10

1/2

"

HO

LD

3' -

6"7'

- 5

1/2"

5' -

7 1/

4"

7' -

1 1/

2"

6' -

10"

8' - 8"

8' - 2"

I

I1010101010 TYP.

3

3

3

6 TYP.

3

3

9

10

3' - 6"

1' - 0"

1' - 0" 10' - 10 3/4" 1' - 0" 10' - 10 3/4" 1' - 0" 10' - 10 3/4" 1' - 0" 5' - 11 1/2" 1' - 0" 10' - 6"

2' - 6" 5' - 10 3/4" 2' - 6" 2' - 6" 5' - 10 3/4" 2' - 6" 2' - 6" 5' - 10 3/4" 2' - 6" EQ EQ 2' - 6" 5' - 6" 2' - 6"

V.I.F.36' - 6 1/4"

V.I.F.36' - 8"

V.I.F

.1'

- 1"

V.I.F

.3'

- 1

3/4"

V.I.F

.15

' - 8

1/2

"V.

I.F.

3' -

6"


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

BID SET




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FLOOR PLAN

62189-001

06-06-14

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23318

IVANPEREZ-ROSSELLO


TEXAS

KATHY TRAVIS

06-06-14

A-120

13108.538

DAL

LAS

13057

KEYED NOTES:1

VERIFY SPECIFIED DOOR(S) WILL ACCEPT FALCONLOCK CORE(S). FALCON LOCK CORE SUPPLY IS BYSTARBUCKS. COORDINATE ORDER AND DELIVERYFROM LOCKNET (800.887.4307), PROVIDING MINIMUMSCHEDULING NOTICE OF 4WKS. FALCON LOCK CORE(S) FINISH TO MATCH LOCKSET FINISH. FALCON LOCKCORE(S) TO BE INSTALLED ON THE DAY OFTURNOVER.

2

VERIFY ALL EXISTING DOORS, HARDWARE ANDFRAMES MEET STARBUCKS AND/OR CODEREQUIREMENTS.

3

4

ALL DOORS TO PROVIDE 32" MIN. CLEAR OPENINGWHEN OPENED TO 90 DEGREE POSITION, UON.

C

5

5/8 " TILE BACKER BOARD ON BACKBAR/RESTROOMWETSIDE WALLS.

6

EXISTING COLUMN. GC TO VERIFY SIZE ANDLOCATION IN FIELD. GC TO NOTIFY ARCHITECT ANDSTARBUCKS CM IF ANY DISCREPANCIES.

GC TO VERIFY ALL DIMENSIONS AND NOTIFYSTARBUCKS CM OF ANY DISCREPANCIES PRIOR TOCONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROMDESIGNATED DATUM POINT.

A

B ALL DIMENSIONS ARE FROM FINISH FACE, UON.

WALL BLOCKING KEY

REF. A-601 FOR DOOR & WINDOW TYPES,DETAILS AND SCHEDULES.

GENERAL NOTES:

WALL LEGEND KEY:

LOCATION OF CENTRAL SWITCHING BANK. REFER TOELECTRICAL SHEETS.

RECEPTACLES AT SEATING AT 18" AFF AND 6'-0" ONCENTER UON. COORDINATE WITH STARBUCKS CM.REFER TO ELECTRICAL SHEETS.

D

E

F

ELECTRICAL PANELS. REFER TO ELECTRICALSHEETS

G DO NOT SCALE DRAWINGS

IF EXISTING EXTERIOR ENTRANCE THRESHOLDEXCEEDS REQUIRED MAXIMUM HEIGHT OF 1/2",REMOVE AND REPLACE WITH ACCESSIBLETHRESHOLD. CHANGES IN LEVEL BETWEEN 1/4" HIGHMINIMUM & 1/2" HIGH MAXIMUM SHALL BE BEVELEDWITH A SLOPE NOT STEEPER THAN 1:2.

LEED:

7 EXISTING STOREFRONT

8 EXISTING DOOR WITH NEW LOCKS AND VARIOUSHARDWARE COMPONENTS. COORDINATE FINAL LISTOF ITEMS WITH STARBUCKS CM.

H REFER TO A-501 FOR WALL TYPES

REFER TO DESIGN SPECIFICATIONSSHEET(S) FOR LEED COMPLIANCEINFORMATION.

9 MOTION SENSOR / LIGHT SWITCH AT RESTROOMS.REFER TO ELECTRICAL SHEETS.

NPLAN

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


WORKROOM

MEN'SRESTROOM

WOMEN'SRESTROOM

VESTIBULE

BACKBAR

DRIVETHRU

SEATING

2' x 2' VT CEILING

OPEN TO DECK16'-0" AFF +/-

2' x 4' VT CEILING

GWB CEILING

GWB CEILING

GWB CEILING

9' - 0" AFF

GWB CEILING9' - 0" AFF

SOFFIT

OPE

N T

OAB

OVE

10' - 0" AFFU 11302

P534-SG

P534-SG9' - 0" AFFP534-SG

U 1051710' - 0" AFF

2' x 2' VT CEILING10' - 0" AFF

U 10517

P534-ES

9' - 0" AFF

E x1399

EQ EQ

2' -

0"

1' - 6"

1' -

6"

1' - 6"

1' - 6"

1' -

6"

1' - 6"

1' -

6"

P544-SG

GWB FURR-OUT

SOFFITFURR-OUT

P544-SG

8' - 6" AFFGWB

CEILING

14' - 4" AFF

GWB CEILINGBETWEEN JOISTS

P534-ES

3A-503

13

13

13

910

12

4

4

11

11

S

S

145

10' -

6"

31' - 6"

4 7/

8"

F 12629

6

1 4 81 4

1 4 133

2

2

(5)TYP.

TYP.

4

HEADERGWB HEADER

8' - 0" AFF

P544-ES

15

TYP.

16 TYP.

7 TYP.


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

BID SET




PREL

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23318

IVANPEREZ-ROSSELLO


TEXAS

KATHY TRAVIS

06-06-14

A-121

13108.538

DAL

LAS

13057

GENERAL NOTES:

KEYED NOTES:

A REFER TO I-601 FOR SCHEDULES.

B

C IF REQUIRED BY LOCAL CODE, GC TO PROVIDESEMI-RECESSED SPRINKLER HEADS WITHPOLISHED CHROME ESCUTCHEONS CENTERED INACOUSTIC CEILING TILE. IF PENDANT HEADS AREREQUIRED IN GYPSUM SOFFIT OVER FRONTBAR,CONCEAL SUPPLY PIPING WITHIN SOFFIT. GC TOSUBMIT SPRINKLER LAYOUT TO STARBUCKS'CONSTRUCTION MANAGER FOR APPROVAL PRIORTO INSTALLATION.

D

GC TO PROVIDE AND LOCATE SPRINKLERS PERLOCAL JURISDICTION. FIRE SUPPRESSION DESIGN TOBE PERMITTED BY GC UNDER SEPARATE PERMIT.

E

F

PAINT SUBSTITUTIONS ARE NOT ALLOWED. USESTARBUCKS NATIONAL ACCOUNT "COLOR CODE"WHEN ORDERING PAINTS. REFER TO I-601 FORPAINT SCHEDULE.

DIMENSION TO CENTERLINE OF DIFFUSERS/VENTSOR RETURNS, UON.

1 WHERE ACOUSTICAL CEILING MEETS WALL,PROVIDE ANGLE WALL MOLDING, AND MATCHCEILING GRID COLOR WHEN APPLICABLE.

2

4

REFER TO WALL FINISH SCHEDULES FOR PAINTSPECIFICATIONS.

PAINT ALL HVAC DUCTS, HVAC DIFFUSERS,RECESSED SPEAKERS & LIGHT TRIM RINGS THESAME COLOR AS CEILING OR SOFFIT, UON. TYPICALTHROUGH OUT RETAIL PORTION OF STORE.

ALL PAINTED SURFACES TO RECEIVE MIN. ONE COATPRIMER - SEE PAINT SCHEDULE FORSPECIFICATIONS.

ALL PAINT DESIGNATIONS TO EXTEND AROUNDOUTSIDE CORNERS, UON.


GWB SOFFIT AS INDICATED AT BACKBAR, PROVIDESMOOTH, FINISH READY SURFACE.

NEW MENU BOARDS AT BACKBAR UPPER CUBBIES.

PROVIDE GROMMET AT ALL CEILINGPENETRATIONS FOR FIXTURES/ SUPPORTS.

HEATING, VENTILATION, AND AIR CONDITIONING(HVAC) SHOWN FOR DESIGN INTENT ONLY. REFER TOMECHANICAL SHEETS.

COORDINATE DUCT LOCATION AND DIFFUSER SIZEWITH MECHANICAL SHEETS.

ARMSTRONG CEILING TILES PER STARBUCKSSPECIFICATIONS. CALL TO VERIFY NUMBERSMATCH THE COLORS CALLED OUT. CONTACTPHYLLIS MILLER (800) 442-4212.

HVAC DUCTS. REFER TO MECHANICAL SHEETS.

RESTROOM EXHAUST FAN.

5

6

7

8

G

H

K

L

3

LEAVE (10) ADDITIONAL RETAIL CEILING TILES TOMATCH RETAIL CEILING PAINT COLOR ABOVE THEWORKROOM CEILING AT MANAGER'S DESK FORFUTURE USE.

FOR LIGHTING INFORMATION REFER TO A-122M

LEED:

WALL MOUNTED THERMOSTAT FOR A/C UNIT AT 48"AFF. REFER TO MECHANICAL SHEETS.9

MULTIPLE THERMOSTATS SHALL BE STACKED IN AVERTICAL CONFIGURATION WITH A MINIMUM OF 8"CLEARANCE BELOW EACH THERMOSTAT. REFER TOMECHANICAL SHEETS.

10

REMOTE TEMPERATURE SENSOR AT 60" AFF.REFER TO MECHANICAL SHEETS.11

WINDOW SHADES AT STOREFRONT

REFER TO DESIGN SPECIFICATIONSAND MECHANICAL SHEET(S) FORLEED COMPLIANCE INFORMATION.

GC SHALL PROVIDE A 4" DIAMETER, SCHEDULE 40,PVC PIPE SECTION, 3'-0" LONG WITH A PVC CAPADHERED ON ONE END AND A PVC CAP LOOSE FITON THE OTHER END FOR THE PURPOSE OF STORINGTHE CONSTRUCTION SET AFTER CONSTRUCTION GCSHALL COORDINATE STORAGE LOCATION OF FINALCONSTRUCTION DOCUMENTS WITH STARBUCKSCONSTRUCTION MANAGER.

N

APPROXIMATE VICINITY FOR SECURITY CAMERASTO BE LOCATED. GC TO COORDINATE WITHSTARBUCKS CONSTRUCTION MANAGER ANDSECURITY VENDOR FOR EXACT LOCATION OF THECAMERAS.

13

GC SHALL PROVIDE A 4" DIAMETER, SCHEDULE 40PVC PIPE SECTION, 3'-0" LONG WITH A PVC CAPADHERED ON ONE END AND A PVC CAP LOOSEFIT ON THE OTHER END FOR THE PURPOSE OFSTORING THE CONSTRUCTION SET AFTERCONSTRUCTION. GC SHALL COORDINATESTORAGE LOCATION OF FINAL CONSTRUCTIONDOCUMENTS WITH STARBUCKS CONSTRUCTIONMANAGER.

12

NPLAN

14 APPROXIMATE VICINITY FOR WIFI ACCESS POINT.REFER TO ELECTRICAL SHEETS.

Scale: 1/4" = 1'-0"1 REFLECTED CEILING PLAN

15 EXPOSED CEILING STRUCTURE. PAINT WITHP534-ES TO MATCH CEILING.

16 UNISTRUT FOR LIGHT FIXTURES. PAINT WITHP534-ES TO MATCH CEILING.


WORKROOM

MEN'SRESTROOM

WOMEN'SRESTROOM

VESTIBULE

BACKBAR

DRIVETHRU

SEATING

2' x 2' VT CEILING

OPEN TO DECK16'-0" AFF +/-

2' x 4' VT CEILINGGWB CEILING

GWB CEILING

GWB CEILING

9' - 0" AFF

GWB CEILING9' - 0" AFF

SOFFIT10' - 0" AFF

9' - 0" AFF

10' - 0" AFF

2' x 2' VT CEILING10' - 0" AFF

3' -

0"

8' - 8" 13' - 1 1/2"

3' - 6" 2' - 7"

EQEQ

3' - 6" 2' - 4"

EQEQ

3' - 6" 2' - 7"EQEQ

OPE

N T

OAB

OVE

9' - 0" AFF

TYP.3' - 6"

EQEQ

2' - 1 1/2"4' -

0"

2' -

6"

2' - 4"4'

- 2"

15' - 6 1/4"3'

- 0"

6' - 2 1/2"

9' -

10"

4' - 8 1/2" 2' - 6" 2' - 6"

4' -

0"

EQ EQ

1' -

0"

EQ EQ

1' - 0"

EQEQ

EQEQ

EQEQ

8' -

6"

3' -

0"

TYP .

6' -

0"

3' -

0"

3' - 1"

6

6

2

2

2TYP.

A 1001716

A 1001716

10

10

A 10017

A 10017

16

16

14 14 14

12

13

12

11

17TYP.

2TYP.

7

8

TYP.

TYP.

11

11

5 TYP.3

TYP.

A 10017 A 100171616

1

TYP.

9

9

9

18 TYP.

84

8

12

5' - 3" 5' - 3"EQ EQEQ EQEQ EQEQ EQ

TYP.

13

13

15

15

13 13 13 13

TYP.7' - 0"


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

BID SET




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LIGHTING PLAN

62189-001

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206

23318

IVANPEREZ-ROSSELLO


TEXAS

KATHY TRAVIS

06-06-14

A-122

13108.538

DAL

LAS

13057

GENERAL NOTES:

KEYED NOTES:

A

B

C

IF REQUIRED BY LOCAL CODE, GC TO PROVIDE SEMI-RECESSED SPRINKLER HEADS WITH POLISHEDCHROME ESCUTCHEONS CENTERED IN ACOUSTICCEILING TILE. IF PENDANT HEADS ARE REQUIRED INGYPSUM SOFFIT OVER FRONTBAR, CONCEAL SUPPLYPIPING WITHIN SOFFIT. GC TO SUBMIT SPRINKLERLAYOUT TO STARBUCKS' CONSTRUCTION MANAGERFOR APPROVAL PRIOR TO INSTALLATION.

D

E

F

DIMENSION TO CENTERLINE OF LIGHT FIXTURES,UON.

1

2

4


PROVIDE GROMMET AT ALL CEILINGPENETRATIONS FOR FIXTURES/ SUPPORTS.

HEATING, VENTILATION, AND AIR CONDITIONING(HVAC) SHOWN FOR DESIGN INTENT ONLY. REFERTO MECHANICAL SHEETS.

5

6

7

8

3

2 x 4 LIGHT FIXTURE. REFER TO ELECTRICALSHEETS.

RECESSED DOWN LIGHT. REFER TO ELECTRICALSHEETS.

LARGE PENDANT LIGHTS SUSPENDED AT 12'-0". REFERTO ELECTRICAL SHEETS.

SMALL PEDANT LIGHTS SUSPENDED AT 6'-8". REFER TOELECTRICAL SHEETS.

SCONCE LIGHTS MOUNTED AT 6'-8". REFER TOELECTRICAL SHEETS.

TRACK LIGHTS MOUNTED TO CEILING. REFER TOELECTRICAL SHEETS.

TRACK LIGHTS SUSPENDED AT 11'-0". REFER TOELECTRICAL SHEETS.

LEED:REFER TO DESIGN SPECIFICATIONSAND ELECTRICAL SHEET(S) FORLEED COMPLIANCE INFORMATION.

PROVIDE 4-SQUARE JUNCTION BOX FOR "SECURITYJ-BOX." REFER TO ELECTRICAL SHEETS.9

HORIZONTAL RECEPTACLE MOUNTED 6" TO CENTERABOVE STOREFRONT

10

GC TO PROVIDE AND LOCATE SPRINKLERS PERLOCAL JURISDICTION. FIRE SUPPRESSION DESIGN TOBE PERMITTED BY GC UNDER SEPARATE PERMIT.

CENTER EXIT SIGNS / EMERGENCY LIGHT ABOVEDOORS, UON.11

PROVIDE JUNCTION BOX FOR EXTERIOR BUILDINGMOUNTED SIGNAGE. COORDINATE WITH SIGNVENDOR. REFER TO ELECTRICAL SHEETS.

12

G ALL LIGHT FIXTURE LAMPS ABOVE THE BACKBARAND FRONTBAR TO BE SHATTERPROOF.

H LIGHT FIXTURES IDENTIFIED WITH 'NL' TO BE ON A 24HOUR DAY LOCK-ON CIRCUIT.

K LIGHT FIXTURES IN ACT TO BE CENTERED IN TILE,UON.

13 NEW EXTERIOR SCONCE LIGHTS BY STARBUCKS SEEEXTERIOR ELEVATIONS FOR DIMENSIONS

14 NEW EXTERIOR GOOSENECK SCONCE LIGHTS BYSTARBUCKS. SEE EXTERIOR ELEVATIONS FORDIMENSIONS

15

L REFER TO ELECTRICAL SHEETS FOR SPECIFICATIONSAND SCHEDULES.

NPLAN

SPEAKERS MOUNTED AT 8'-6" AFF

Scale: 1/4" = 1'-0"1 LIGHTING PLAN

DECORATIVE PENDANT LIGHTS SUSPENDED AT 6'-8"AND CENTERED ABOVE COMMUNITY TABLE. REFER TOELECTRICAL SHEETS.

EXISTING BUILDING MOUNTED LIGHT FIXTURES

16

TASK LIGHTING MOUNTED TO UNDERSIDE OFBACKSIDE UPPER CUBBIES.

17

WALL MOUNTED SCONCES MOUNTED AT 6'-8" .18


FINISH FLOOR0"

T.O. HIGHPARAPET

24' - 0"

T.O. LOW PARAPET21' - 0"

G 14257 F 14258 F 14259

S 11388

S 13185

5' -

2 1/

2"

19' -

0"

S 10020

9 9 9

111111

4

5

15

10 10

12

2 3

13

8

1

7

8' -

3 1/

4"

10101010

14

B.O. CANOPY10' - 0"

4' - 11"9' - 10"9' - 10"

10

5' -

9 1/

2"

5' -

7"

EQ EQ EQ EQ

8' -

1 1/

4"

1' - 4 1/2"

FINISH FLOOR0"

T.O. HIGHPARAPET

24' - 0"

T.O. STOREFRONT11' - 6"

12' - 2 1/4" 12' - 2 1/4"

20' -

8"

15' -

11

3/4"

S 13164

S 14099

S 11388

24' - 4 1/4"

18

2 3

2 3

2 3

4

1313

1010

88

12

17

4294

FINISH FLOOR0"

T.O. HIGHPARAPET

24' - 0"

T.O. LOW PARAPET21' - 0"

LEASE LINE

416

6

9

10

15

14


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

BID SET




PREL

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ARY

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T FO

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ON

STR

UC

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PERMIT SET

BID SET

ISSUE SCHEDULE

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06/06/14

06/06/14

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62189-001

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IVANPEREZ-ROSSELLO


TEXAS

KATHY TRAVIS

06-06-14

A-201

13108.538

DAL

LAS

13057

GENERAL NOTES:

KEYED NOTES:

A REFER TO I-601 FOR SCHEDULES.

B STARBUCKS CONTRACTS DIRECTLY WITH SIGNVENDOR TO PERMIT, SUPPLY AND INSTALL SIGNAGE.SIGN VENDOR TO VERIFY COMPLIANCE WITH LOCALCODES AND OBTAIN PERMITS AND LANDLORDAPPROVAL.

C

1 EXISTING COVERED AWNING

2

4

3

GC TO COORDINATE WITH ELECTRICAL SUB-CONTRACTOR TO FURNISH AND INSTALL ELECTRICALCIRCUIT INCLUDING ALL CONDUIT, WIRE,CONNECTIONS, AND BREAKER AT PANELBOARD,NECESSARY TO SERVE SIGNAGE.

SIGN VENDOR TO SUPPLY SHOP DRAWINGS TOSTARBUCKS CM AND TO THE GC AS NEEDED.NOTIFY STARBUCKS CM IMMEDIATELY IF SHOPDRAWINGS OR INSTALLATION IS IN DISCREPANCYWITH DESIGN INTENT.

D DO NOT SCALE DRAWINGS.

E GC TO COORDINATE AND SCHEDULE SIGNAGEINSTALLATION WITH THE SIGN VENDOR PROVIDINGA MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1WEEK PRIOR TO SCHEDULED DATE OFINSTALLATION. STARBUCKS TO PROVIDE GC WITHSIGN VENDOR CONTACT INFORMATION.

F GC TO PROVIDE FIRE TREATED WOOD/METAL STUDBLOCKING OR EQUIVALENT TO SUPPORT SIGNAGE.COORDINATE WITH SIGN VENDOR.

G GC TO CLEAN, PATCH, AND REPAIR EXISTINGEXTERIOR AS REQUIRED.

BUILDING MOUNTED SIGN. GC TO PROVIDEBLOCKING AS NEEDED. COORDINATE WITH SIGNVENDOR. REFER TO ELECTRICAL SHEETS.

5

EXISTING AWNING.

6 EXISTING SERVICE DOOR.

7 EXISTING ROOF LADDER

8 EXISTING BUILDING MOUNTED LIGHT FIXTURES

9 NEW BUILDING MOUNTED GOOSENECK SCONCE

10

HOSE BIB BY LANDLORD. REFER TO PLUMBINGSHEETS.

11

NEW BUILDING MOUNTED LIGHT FIXTURES BYSTARBUCKS.

12

EXISTING DRIVE-THRU WINDOW.

Scale: 1/4" = 1'-0"1 NORTH ELEVATION

Scale: 1/4" = 1'-0"3 WEST ELEVATIONScale: 1/4" = 1'-0"2 EAST ELEVATION

NEW ARTWORK BY STARBUCKS.

EXISTING RAILING.

MUSIC SPEAKERS AT 8'-6" AFF.13

14

15

16

EXISTING BOLLARD

EXISTING SECURITY LIGHT

17 EXISTING STOREFRONT

18 EXISTING STOREFRONT DOOR


TYPE A TYPE B CTYPE

8" MIN.DEEPER IFREQUIRED.

MIN. 18 GA. MTLSTUDS FACINGOPPOSITEDIRECTIONS TOALLOW MOUNTINGPLATE ATTACHMENT

REF

ER T

O T

YPIC

ALM

OU

NTI

NG

HEI

GH

TS

14 GA. STL RUNNERTRACK-CLIP FLANGESAND FOLD WEB TOFORM ATTACHMENTFLANGE

REF

ER T

O T

YPIC

ALM

OU

NTI

NG

HEI

GH

TS

MTL. WALLSTUDS

3 5/8" MIN.DEEPER IFREQUIRED

18 GA. MTL.RUNNER TRACK-CLIP FLANGES TOFIT OVER STUDS

REF

ER T

O T

YPIC

ALM

OU

NTI

NG

HEI

GH

TS

CONT. 20 GA. 4"WIDE MTL BACK-UP PLATE

METAL STUDS (PER WALLTYPE) @ 16" O.C. TOUNDERSIDE OF STRUCTURE ORTO UNDERSIDE OF EXISTINGSOFFIT OR CEILING. METALSTUDS TO MEET ICC ESR-3027OR EQUAL.

SECTION @ FLOOR

FASTEN STUD RUNNER TOFLOOR WITH HILTI NKFASTENERS, 1-1/8"MINIMUM PENETRATION @32" O.C., MAXIMUM.ICC ESR-3027

EXISTINGCONCRETE SLAB

20ga. 3-5/8" MTL STUD BRACING@ 48" O.C. ATTACH TOPARTITION FRAMING WITH 3/8"PAN HEAD TYPE 'S' SCREWS.45 DEGREE LATERAL TOSTRUCTURE . DO NOTATTACH TO ROOF DECK.

CEILING ASSPECIFIED ON A3.0

5/8" GWB TYPE 'X', BOTHSIDES, UON, TO MINIMUM OF6" ABOVE CEILING. TYPE 'S'DRY-WALL SCREW @ 8" O.C.TO VERTICAL EDGES & 12"O.C. TO INTERMEDIATESTUDS. STAGGER JOINTS24" O.C., EACH SIDE.

SECTION @ CEILING

6"

2"

EXISTINGROOF STRUCTURE

SECTION @ FLOOR SECTION @CEILING

METAL STUDS (PER WALLTYPE) @ 16" O.C TO MINIMUMOF 6" ABOVE SUSPENDEDCEILING OR TO UNDERSIDE OFEXISTING SOFFIT OR CEILING.METAL STUDS TO MEETICC ESR-3027 OR EQUAL.

FASTEN STUD RUNNER TOFLOOR WITH HILTI NKFASTENERS, 1-1/8" MINIMUMPENETRATION AT 32" O.C.,MAXIMUM. ICC ESR-3027

EXISTINGCONCRETE SLAB

EXISTINGROOF STRUCTURE

20ga. 3-5/8" MTL STUD BRACING @48" O.C. ATTACH TO PARTITIONFRAMING WITH 3/8" PAN HEAD TYPE'S' SCREWS. 45 DEGREE LATERALBRACING TO STRUCTURE,ALTERNATE SIDES. DO NOTATTACH TO ROOF DECK.

CEILING AS NOTED ON RCP

5/8" GWB TYPE 'X', BOTHSIDES, UON, TO MINIMUM OF6" ABOVE CEILING. TYPE 'S'DRYWALL SCREWS @ 8" O.C.TO VERTICAL EDGES & 12"O.C. TO INTERMEDIATESTUDS. STAGGER JOINTS24" O.C., EACH SIDE.

6"

2"

BACKBAR TILE @ EXPOSEDWALL SURFACE BETWEENBASE OF STORAGE CUBBYAND TOP OF BACKSPLASH

SOLID SURFACE COUNTERTOPW/ INTEGRAL BACKSPLASH

2'-10" A.F.F.(BACKBAR COUNTERTOP)

ADJUSTABLE LEGS

ELECTRICAL OUTLET

TILE BACKER BOARDSUBSTRATE BY G.C.

2' -

10"

4' -

6 3/

4"

2' -

2"3'

- 3"

MENU BOARDHEIGHT ADJUSTABLE

5 6

2

4

1

3

TILE BASE

1'-7" AFF (CW SUPPLY)

NOTES1

1'-6" AFF (CWF SUPPLY)2

1'-5" AFF (HW SUPPLY)3

VARIES: 1/4" PER FT. FALL (ABS 2" WASTE LINE)4

45 LBS DEAD LOAD FOR LIQUID STORAGE OVERAND ABOVE THE CASEWORK ITSELF.

5

A LIVE LOAD OF A PARTNER EITHER PULLINGAND OR CLIMBING ON THE CASEWORK

6

I-5021

1

2

3

NEW PARTITION WALL TO DECK

4

20 GA. 6" MTL STUDS 16"O.C. WITH 5/8" GWB, ONBOTH SIDES TO DECK. SECURE GWB TO STUDSWITH DRYWALL SCREWS @ 12"O.C. INSTALL 45DEGREE MTL STUD BRACING @ 48" O.C. ABOVECEILING LINE TO STRUCTURE ABOVE.

5

7

NEW PARTITION WALL TO 6" ABOVECEILING WITH TILE BACKER BOARDONE SIDE

8

NEW PLUMBING WALL TO DECKWITH TILE BACKER BOARD ONESIDE

7 1/

4"20 GA. 6" MTL STUDS 16" O.C. WITH 5/8" TILE BACKERBOARD ON RESTROOM/BACKBAR SIDE, AND 5/8"GWB ON OTHER SIDE TO DECK. SECURE TO STUDSWITH DRYWALL SCREWS @ 10"O.C. AT PANELEDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS.

NEW PARTITION WALL TO 6" ABOVECEILING20 GA. 3 5/8" MTL STUDS 16" O.C. WITH 5/8" GWB ONBOTH SIDES TO MIN. 6" ABOVE CEILING. SECUREGWB TO STUDS WITH DRYWALL SCREWS @12"O.C. INSTALL 45 DEGREE MTL STUD BRACING @48"O.C. ABOVE CEILING LINE TO STRUCTUREABOVE.

4 7/

8"

NEW PARTITION WALL TO 6" ABOVECEILING WITH TILE BACKER BOARDBOTH SIDES20 GA. 3 5/8" MTL STUDS 16" O.C. WITH 5/8" TILEBACKER BOARD ON BOTH SIDES, TO MIN. 6" ABOVECEILING. DRYWALL SCREWS @ 10" O.C. AT PANELEDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS.INSTALL 45 DEGREE MTL STUD BRACING @ 48"O.C.ABOVE CEILING LINE TO STRUCTURE ABOVE.

4 7/

8"

NEW HEAVY GAUGE WALL TO 6"ABOVE CEILINGDOUBLE 16 GA. 3 5/8" MTL STUDS 8"O.C. WITH 5/8"GWB TYPE X ON BOTH SIDES. 6" ABOVE CEILING.SECURE TO STUDS WITH DRYWALL SCREWS @12"O.C. 45 DEGREE MTL STUD BRACING @ 48"O.C.ABOVE CEILING LINE TO STRUCTURE ABOVE.

6 NEW PLUMBING WALL TO 6" ABOVECEILING WITH TILE BACKER BOARDON ONE SIDE

7 1/

4"20 GA. 6" MTL STUDS 16"O.C. WITH 5/8" TILE BACKERBOARD ON ONE SIDE TO MIN. 6" ABOVE CEILING.SECURE TO STUDS WITH DRYWALL SCREWS @10"O.C. AT PANEL EDGES AND 12"O.C. ATINTERMEDIATE SUPPORTS.

4 7/

8"

WALL TYPES

NEW PARTITION WALL TO DECKWITH TILE BACKER BOARD ONE SIDE

20 GA. 3 5/8" MTL STUDS 16" O.C. WITH 5/8" TYPE 'X'GWB ON ONE SIDE, AND TILE BACKER BOARD ONRESTROOM/BACKBAR SIDE, TO DECK. DRYWALLSCREWS @ 12"O.C. INSTALL 45 DEGREE MTL STUDBRACING @ 48"O.C. ABOVE CEILING LINE TOSTRUCTURE ABOVE.

4 7/

8"4

7/8"20 GA. 3 5/8" MTL STUDS 16" O.C. WITH 5/8" TYPE 'X'

GWB ON ONE SIDE, AND TILE BACKER BOARD ONRESTROOM/BACKBAR SIDE, TO MIN. 6" ABOVECEILING. DRYWALL SCREWS @ 12"O.C. INSTALL45 DEGREE MTL STUD BRACING @ 48"O.C. ABOVECEILING LINE TO STRUCTURE ABOVE.

4 7/

8"7

1/4"

NEW HEAVY GAUGE WALL TO 6"ABOVE CEILING WITH TILE BACKERBOARD ON ONE SIDEDOUBLE 16 GA. 6" MTL STUDS 8"O.C. WITH 5/8" TILEBACKER BOARD ON ONE SIDE TO MIN. 6" ABOVECEILING. SECURE TO STUDS WITH DRYWALLSCREWS @ 12"O.C. 45 DEGREE MTL STUD BRACING@ 48"O.C. ABOVE CEILING LINE TO STRUCTUREABOVE.

NEW FURRED WALL TO DECK20 GA. 2 1/2" MTL STUDS WITH 5/8" GWBON ONE SIDE TO DECK. DRYWALL SCREWS AT12"O.C.

9

3 1/

8"

EXISTING WALL10


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

BID SET




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BID SET

ISSUE SCHEDULE

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06/06/14

06/06/14

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CONSTRUCTIONDETAILS

62189-001

06-06-14

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206

23318

IVANPEREZ-ROSSELLO


TEXAS

KATHY TRAVIS

06-06-14

A-501

13108.538

DAL

LAS

13057

Scale: 1/4" = 1'-0"1 BLOCKING DETAIL

Scale: 1" = 1'-0"2 NEW PARTITION WALL TO DECK (PROTOTYPICAL)

Scale: 1" = 1'-0"3 NEW PARTITION WALL TO 6" ABOVE CEILING (PROTOTYPICAL)

Scale: 3/4" = 1'-0"4 WALL SECTION @ BACKBAR


I-5058

A-5022

MOP SINK

OPEN TOBEYOND

BRINETANK

R.O.STORAGE

TANK

WATERHEATER

KEEPBACKWALL

CLEAR

PRESSURE GAUGE

PRE- FILTER

MRS FILTER-MOUNT PERLOCAL CODE.

WORKROOMVT CEILINGAT 10"-0" AFF

TWIN WATERSOFTENER

STORAGEBASE

TILE BASE,TYP.

MOP RACKMOUNTED TOSIDE WALL

FAUCET

HOSE CLIP

2' -

6"3' -

0"

5' -

0"

KEEP AREA CLEAR FORCLICK-SAN DISPENSER.REFER TO 8/I-504 FORLOCATION, CONFIGURATION,AND INSTALLATIONINFORMATION.

DRIP PAN WITH DRAIN TOSINK BELOW

SHELF- FRP ALLSURFACES

1 1/2" 16 GA. STRAP.ANCHOR TO WALL WITHMIN. (4) 5/16" x 3 1/2" LAGBOLTS.

TO B

OTT

OM

OF

WAT

ER H

EATE

R S

HEL

F 7'

- 0"

(2) 3-5/8" 16 GAMETAL STUDS @ 8" O.C.TO STRUCTURE @ WATERHEATER SHELF

1/2 " CEMENTITIOUSBACKER BOARD ON 3/4 "PLYWOOD FLOOR W/ #6SCREWS @ 6" O.C.

(3) #12 X 2" HEXHEAD SCREWS TYP2 SIDES

SIMPSON L 50CLIP TYPE 2SIDES, TYP

5/8 " WATER RESISTANTGYP. BD. W/FRP

6" 6 GA TSB TRACKTYP 2 SIDES, TYP.

(2) 3-5/8" 16 GAMETAL STUDS @ 8" O.C.TO STRUCTURE @ WATERHEATER SHELF

GC TO ANCHORSHELF TO EXISTINGWALL (WHEN APPLICABLE)

7' - 0" AFFBOT OF SHELF

4

A-5023

A-502

FACE OF WALL

(2) 3 5/8 " 16 GAMTL STUDS @8" O.C. WITH 5/8 "TYPE "X" GWBBOTH SIDES, TYP.

(2) 6" 16 GA. MTL JOISTS @ 8 O.C.WITH 4 1/2 X 12 PANHEAD SHT MTLSCREWS WITH WASHERS. ALIGNJOISTS WITH HWH "FEET", TYP

(2) 3 5/8 " 16 GAMTL STUDS @8" O.C. WITH 5/8 "TYPE "X" GWBBOTH SIDES, TYP.

2' -

2"

5' - 0"

CLEAR

2

A-502

4

A-502

1/2 " CEMENTITIOUSBACKER BOARD ON 3/4 "PLYWOOD FLOOR W/ #6SCREWS @ 6" O.C., W/ FRP.

6" 16 GA CSJ@ 8" O.C. MAX

5/8 "WATERRESISTANTGYP.BD. W/ FRP.

7' - 0" AFFBOT OF FRAMING

2' - 2"

8"

2

A-502

A-5025

1/2 " CEMENTITIOUSBACKER BOARD ON 3/4 "PLYWOOD FLOOR W/ #6SCREWS @ 6" O.C.

(2) 6" 16 GACSJ @ 8" O.C.MAX

5/8 " WATERRESISTANT GWB

7' - 0" AFFBOT OF FRAMING

FRP

FRP

FRPSTAINLESS STEELMETAL CORNERGUARD

STAINLESS STEEL METALCORNER GUARD


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

BID SET




PREL

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PERMIT SET

BID SET

ISSUE SCHEDULE

CO

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06/06/14

06/06/14

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CONSTRUCTIONDETAILS

62189-001

06-06-14

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4924

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206

23318

IVANPEREZ-ROSSELLO


TEXAS

KATHY TRAVIS

06-06-14

A-502

13108.538

DAL

LAS

13057

Scale: 1" = 1'-0"1 ELEVATION AT WATER HEATER/ WATER FILTRATION SYSTEM

Scale: 1/2" = 1'-0"2 WATER HEATER SHELFScale: 1/2" = 1'-0"3 WATER HEATER SHELF

Scale: 1/2" = 1'-0"4 WATER HEATER SHELFScale: 3" = 1'-0"5 SHELF EDGE DETAIL


EXISTINGROOF/FLOOR SHEATHING

PLACE AS CLOSE TO PANELPOINT AS POSSIBLE

EXISTING WOODJOIST/TRUSS

6" 16GA MTL STUD TRACK WITH3/8 " PAN HEAD TYPE "S" SCREWS

3 5/8 " 20GA MTL STUD AT16" OCWITH 3/8 " PAN HEADTYPE "S" SCREWS

BOTTOM CHORD OF WOOD JOIST

UNISTRUT 1/2 " dia. STEEL THREADED RODW/ P-1010 SPRING NUT & P-1064 SQ. WASHER

@ 32" O.C. TOP AND BOTTOM

UNISTRUT HANGER CHANNEL P-1000TSECURING CROSS-PURLIN

UNISTRUT P1000T HANGER CHANNELAT 32" OC (MAX)

1/2 " BOLT WITH WASHER AND#P3010 CHANNEL NUT AT 32" OC

METAL FRAMED BULKHEAD

VARIES

PROTOTYPICAL

VARIES

1/2 " BOLT WITH WASHER AND#P3010 CHANNEL NUT AT 32" OC

MTL FRAMED BULKHEAD

6" 16GA MTL STUD TRACK WITH3/8 " PAN HEAD TYPE "S" SCREWS

3 5/8 " 20GA MTL STUD AT 16" OCWITH 3/8 " PAN HEAD TYPE "S" SCREWS

STEEL CLIP UNISTRUT A1026 W/ 1/2" BOLT W/ WASHER & P1010 SPRINGNUT & 1/2 " X 1/2" LAG BOLT @ EACH

JOIST TYP.

UNISTRUT CROSS -PURLIN @ 48" O.C.P-1000T CHANNEL

UNISTRUT - HANGER CHENNEL P-1000T

UNISTRUT 1/2 " dia. STEEL THREADEDROD W/ P-1010 SPRING NUT & P-1064 SQ.

WASHERS, TYP. @ 32" O.C. TOP AND BOTTOM

EXISTINGROOF/FLOOR SHEATHING

PROTOTYPICAL

B.O. BACKBAR ACT10' - 0"

RECESSEDCAN LIGHTS,TYP.

BOTTOM OFSOFFIT

9' - 0"

TOP OF SOFFIT10' - 6"

BOTTOM OFSOFFIT TRIM

8' - 6"

5/8" TYPE"X"GWB AT FACEOF SOFFIT,TYP.

3 5/8" 20 GA.MTL STUD @16" O.C.(MAX), TYP.

3 5/8" 20 GA.MTL STUDDIAGONALBRACING @48" O.C., TYP.

MIN

.6"


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

BID SET




PREL

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ON

STR

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PERMIT SET

BID SET

ISSUE SCHEDULE

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06/06/14

06/06/14

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CEILING & LIGHTINGDETAILS

62189-001

06-06-14

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23318

IVANPEREZ-ROSSELLO


TEXAS

KATHY TRAVIS

06-06-14

A-503

13108.538

DAL

LAS

13057

Scale: 1 1/2" = 1'-0"1 BULKHEAD WALL ATTACHMENT DETAIL - OPEN WEB WOOD TRUSSESScale: 1 1/2" = 1'-0"2 BULKHEAD WALL ATTACHMENT DETAIL - OPEN WEB WOOD TRUSSES

Scale: 1 1/2" = 1'-0"3 SECTION AT BACKBAR SOFFIT


Type E Type F

3' -

7" M

AX.

1

A-601

Sim 3

A-601

Sim

2

A-601

Sim 4

A-601

Sim

WOMEN

KICK PLATE

EQ. EQ. 9"

11"

3' -

2"

PUSH

PLAT

ES,

HAN

DLE

S AN

DPU

SH B

ARS

DEA

D B

OLT

S

VIEW

ERS

4' -

0" 5' -

0"

REF

ER T

O I-

401

FOR

AD

DIT

ION

AL IN

FO

APPR

OX.

5'-0

" TO

CEN

TER

LIN

E O

F SI

GN

(2) 6" 20ga. MTL.STUDS

5/8 " TYPE"X" GYP. BD., TYP.

3 5/8 " 20ga.MTL. STUDS16" O.C. MAX., TYP.

(2) 3 5/8 " 20ga.MTL. TRACKS, TYP.

4 7/8"

3 5/8 " 20ga.MTL. TRACK,TYP

DOUBLE-RABBETEDMETAL FRAME

DOUBLE-RABBETEDMETAL FRAME

5/8 " TYPE"X" GYP.BD., TYP.

(2) 3 5/8 " 20ga.MTL. STUDS.

3 5/8 " 20ga.MTL. STUDS16" O.C. MAX.,TYP.

CORNER, TYP. U.O.N.6" FROM


5/8 " TYPE"X" GYP. BD., TYP.

6" 20ga.MTL. STUDS16" O.C. MAX., TYP.

6" 20ga.MTL. TRACK, TYP.

6" 20ga.MTL. TRACK,TYP

HM CASED OPENINGFRAME FORDOUBLE-ACTINGDOOR

7 1/4"

7 1/

4"

5/8 " TYPE"X" GYP.BD., TYP.


6" 20ga.MTL. STUDS @16" O.C. MAX.,TYP.

HM CASED OPENINGFRAME FORDOUBLE-ACTINGDOOR

front approach, pull side front approach, push side(if closer or latch, not both)

front approach, push side(w/ both closer and latch)

hinge approach, pull side(v2)

3' - 0" 5' -

0"

1' - 0"4' -

0"

4' -

0"

3' - 0"

1' - 6" 5' -

0"

hinge approach, pull side (v1)

3' - 6" 4' -

6"

3' -

6"

hinge approach, push side(if closer or latch, not both)

1' - 10" 4' -

0"

hinge approach, push side(w/ both closer and latch)

1' - 10" 2' - 0"4' -

0"

latch approach, pull side(no closer)

2' - 0"4' -

6"

latch approach, pull side(w/ closer)

2' - 0" 3' -

6"

latch approach, push side(no closer)

2' - 0" 4' -

0"

latch approach, push side(w/ closer)

(a) (b) (c)

(d)(e)

(f) (g) (h)

(i) (j) (k)

hinged door sliding door

(a) (b) 2' - 8" min

folding door

(c) 2' - 8" min

90°

CLEAR WIDTH OF DOORWAYS

2' - 8"

Door Hardware Set No. 6 Restroom, Lever w/ Privacy LockNo. Item Description Manufacturer Finish3 Hanging Devices FBB179 Door Hinge 4.5x4.5 Stanley 6261 Securing Devices PB5425LN Lock, Shallow Coin Turn,

Privacy PB5425LN-693-497-1 ¾ Yale Lock 6261 Closing Devices 8916 Door Closer 8916 AF89P Dorma 6892 Protective Trim Units K1050 B4E Kickplate 10 x 34 each side Rockwood 6303 Accessories GJ64 Rubber Silencer Glynn Johnson Gray1 Stops and Holders 473 Door Stop W/Hook Rockwood 626

Door Hardware Set No. 11 Workroom Door, @ BackbarNo. Item Description Manufacturer Finish1 Traffic Door Package SCP8 36 x 84 Eliason As Selected

Door Hardware Set No. 12 Service Door, Exterior (48" wide door)No. Item Description Manufacturer Finish3 Hanging Devices FBB191NRP Door Hinge 4.5”x4.5” NRP Stanley 6301 Securing Devices C607 7-Pin Core Combinated “A” Keyway Falcon Lock 6261 Securing Devices I/O 2000L-03IC Auto Locking Door Alarm, IC;

No CTR Includes Mortise Cylinder Sur-Lock ----1 Closing Devices 8916 Door Closer 8916 AF89P Dorma 6891 Protective Trim Units K1050 B4E Kickplate 10 x 40 Rockwood 6301 Accessories 16A Rain Drip 46" National Guard A1 Accessories 137NA Weather Strip 17.5’ 42 x 84 National Guard A1 Accessories C607A Door Sweep 42” National Guard A1 Miscellaneous Items DS-6 Door Spy Security Products Silver1 Miscellaneous Items MCV309NWHGL Door Bell Nutone As selected1 Stops and Holders 473 Door Stop w/Hook Rockwood 6261 Threshold 325 Half Saddle Threshold National Guard ----

Door Hardware Set No. 1 Existing Single Aluminum Storefront Main Entry/ExitNo. Item Description Manufacturer Finish1 Securing Devices MS1850S Deadbolt Adams Rite 6261 Exit Indicator 4089 Exit Indicator withdecal sign:

"THIS DOOR TO REMAIN UNLOCKED Adams Rite 626WHEN BUILDING IS OCCUPIED"

2 Securing Devices C607 7-Pin Core Combinated “A” Keyway Falcon Lock 6261 Securing Devices KB609-2 Cut Control Key “A” Keyway Falcon Lock ----9 Securing Devices KB632-2 Cut User Key “A” Keyway Falcon Lock ----2 Securing Devices C987 7-Pin Mortise Cyl. Housing W/AR Cam Falcon Lock 6262 Securing Devices A08794-003 Adjustable Ring, Mortise Cyl. 5/16-13/32Falcon Lock 626


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

BID SET




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IVANPEREZ-ROSSELLO


TEXAS

KATHY TRAVIS

06-06-14

A-601

13108.538

DAL

LAS

13057

DOOR TYPES DOOR LEGEND

DOOR NOTES - CONSTRUCTION, FINISH, HARDWAREA. FALCON LOCK CORE(S) TO BE INSTALLED ON THE DAY OF TURNOVER.B. PAINT FINISH FOR WORKROOM DOORS: MASK OFF STAINLESS KICK AND PUSH PLATES, WASH PHENOLIC

SURFACE WITH A DETERGENT/DEGREASER, SAND 22O GRIT PAPER, TACK, AND PAINT WITH 2 COATS OFSEMI-GLOSS LATEX ENAMEL. PAINT TO MATCH BACK WALL.

C. INTERIOR WOOD DOORS SHOULD CONTAIN NO ADDED UREA FORMALDEHYDE.D. AT EXISTING EXTERIOR DOORS STARBUCKS CM WILL REVIEW AND DETERMINE IF ALL ITEMS SPECIFIED ARE

REQUIRED.

CONSTRUCTION:SC = SOLID CORE WOODHM = HOLLOW METALAL = ALUMINUM STOREFRONTWD = WOOD STOREFRONTEX = EXISTINGPH = PHENOLIC FACED PLYWOOD

MISCELLANEOUS:U = 1/2" UNDERCUT

GLAZING:T = TEMPEREDW = WIRE

RATING:NR = NON-RATED1HR=1 HOUR2HR=2 HOUR

FRAME:AL =ALUMINUM STOREFRONTHM1=HOLLOW METAL SINGLE RABBETHM2=HOLLOW METAL DOUBLE RABBETHM3=HOLLOW METAL SINGLE RABBET FOR CMU WALLHM4=HOLLOW METAL NO RABBET

DOOR HARDWARE

DOOR SCHEDULEDOOR SCHEDULE

Design ID Count Old Tag(s) Width Height Description Frame Type Frame Material Door Type Door Material Hardware Set Rating Comments Responsibility10086 1 D065 3' - 0" 7' - 0" Door - Single Impact

Double Acting - 36inHM4 HM F PH 11 NR GC

10190 2 D030; D032; D034; D036;D045; D067; D069; D071;D073; D075; D077; D079;D081; D083; D085; D031;D033; D035; D037; D046;D068; D070; D072; D074;D076; D078; D080; D082;D084; D086

3' - 0" 7' - 0" DOOR - SINGLE FLUSH -36IN

HM2 HM E SC 6 NR GC

x0900 1 NA 3' - 0" 7' - 0" EXISTING DOOR -STOREFRONT METALFRAME SINGLE

EX EX EX EX 1 EX GC

x0901 1 NA 4' - 0" 7' - 0" EXISTING DOOR -SINGLE FLUSH - 36IN

EX EX EX EX 12 EX GC

Scale: 3" = 1'-0"1 DOOR HEADER DETAIL

Scale: 3" = 1'-0"2 DOOR JAMB DETAIL

Scale: 3" = 1'-0"3 DOOR HEADER DETAIL

Scale: 3" = 1'-0"4 DOOR JAMB DETAIL

DOOR NOTES - ACCESSIBILITY(1) ALL DOORS TO PROVIDE 32" MIN. CLEAR OPENING WHEN OPENED TO 90 DEGREE POSITION, UON.

(2) MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE REQUIREDLATCH SIDE OR HINGE SIDE CLEARANCE.

(3) SWINGING DOORS AND GATES SHALL HAVE MANEUVERING CLEARANCES AS ILLUSTRATED ON FIGURESBELOW:

(4) CHANGES IN LEVEL ARE NOT PERMITTED IN FLOOR OR GROUND SURFACES WITHIN REQUIREDMANEUVERING CLEARANCES.EXCEPTIONS:

A. SLOPES NOT STEEPER THAN 1:48 (2% OR 1/4” PER FOOT) ARE PERMITTED.B. CHANGES IN LEVEL AT THRESHOLDS SHALL BE 1/2” HIGH MAXIMUM. VERTICAL CHANGES IN

LEVEL OF 1/4” HIGH MAXIMUM ARE PERMITTED. CHANGES IN LEVEL BETWEEN 1/4" HIGH AND 1/2" HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2 RISE TO RUN.

(5) HANDLES, PULLS LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL BEOPERABLE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM.

(6) DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIMEREQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM.

(7) THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE ASFOLLOWS:

A. INTERIOR HINGED DOORS AND GATES: 5 POUNDS MAXIMUMB. SLIDING OR FOLDING DOORS: 5 POUNDS MAXIMUM

THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHERDEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION.

(8) SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASUREDVERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOROR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SHALL BE WITHIN 1/16 INCH OF THESAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED.


6" X 24" TILE

12" X 12" TILE

RETAIL TILE BASE

WORKROOM TILE BASE

TAGHATCH

PATTERN

12347

REFER TO SCHEDULES FOR ADDITIONAL INFORMATION.

11457

13449

11434

PARTITION/PERIMETER/DEMISING WALL CONDITION

BULLNOSE SANITARY3/8" COVED TILE BASE

1/4" SAW CUT JOINT

1/4"COLD FORMEDJOINT

NOTE: FOR ALL JOINT TYPESUSE BACKER ROD ANDSEALANT


TILE FLOORING

FRP FINISH PANEL

DIEWALL


PLASTIC SHIM (IF REQ'D)

TILE FLOORING

NOTE: MECHANICALLY SAND AND SCARIFY WOOD SUBSTRATETO COMPLETELY REMOVE ALL FINISH. TROWEL ON A PRIMERCOAT OF MAPEI 'TYPE 1, KER 903' ADHESIVE AND ALLOW TO AIRDRY. APPLY NOTCHED TROWEL COAT OF KER 903 ADHESIVE ANDINSTALL TILE PER SPECIFICATIONS.

CASEWORK

BULLNOSE SANITARY3/8 " COVED TILE BASE

TILE FLOORING

CASEWORK

BULLNOSE SANITARY3/8 " COVED TILE BASE

TILE FLOORING

STOREFRONT DOOR ANDTHRESHOLD

SEALANT

SCHLUTER SYSTEMS 3/8"EDGE METAL SCHIENE -E100, EMBEDDED IN THETILE GROUT. CLIP LEG EDGEAS NEEDED TO FIT A CURVE

TILEFLOORING 2

1

MAX SLOPE

MAX SLOPE 1:48 WITHINREQUIRED DOORCLEARANCE AREA

.

1/4"MAX

1/2" MAXAT 1:2 SLOPE

STOREFRONT DOOR ANDTHRESHOLD

NEW OR EXISTING WALK OFFMAT

WATERPROOF MEMBRANE,(ONLY IF ON WOOD SUBFLOOR)

SCHLUTER SYSTEMS 3/8" EDGEMETAL SCHIENE - E100, SLIDEMETAL LEG UNDER MAT. CLIPLEG EDGE AS NEEDED TO FIT ACURVE

TILEFLOORING

21

MAX SLOPE

MAX SLOPE 1:48 WITHINREQUIRED DOORCLEARANCE AREA

.

1/4"MAX

1/2" MAXAT 1:2 SLOPE

T 12347

T 11457

T 12347

WORKROOMBACKBAR

DRIVETHRU

SEATING

VESTIBULE

MEN'SRESTROOM

WOMEN'SRESTROOM

T 12231

B 13449

T 12347B 13449

T 12347B 13449

B 13449

B 13449

T 12347B 13449

T 12347B 13449

4' - 0"

3' -

0"

T 12347

SEATING

B 13449

3

I-111

8

I-111

6

I-111

4

I-111

2

I-111

5

I-111

7

I-111

TYP.

TYP. TYP.

TYP.

TYP.

12

3

2

3

2

32

3

2

3

2

3

2

3

2

3

6

4

4

4

4

5

5

5


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

BID SET




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ISSUE SCHEDULE

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TEXAS

KATHY TRAVIS

06-06-14

I-111

13108.538

DAL

LAS

13057

FLOOR LEGEND:

GENERAL NOTES:

KEYED NOTES:

A ALL FLOORING AND BASE MATERIAL TO BE INSTALLEDACCORDING TO STARBUCKS SPECIFICATIONS.

B CABINET BASES TO BE SET AFTER TILEINSTALLATION.

C FOR ALL TILE AND/OR VINYL BASE INSTALLATIONSAT CASEWORK, MECHANICALLY SAND ANDSCARIFY WOOD SUBSTRATE TO COMPLETELYREMOVE ALL FINISH. TROWEL ON A PRIMER COATOF MAPEI TYP. 1, KER 903 ADHESIVE AND ALLOWTO AIR DRY.

D ALIGN TILE TRANSITIONS ON WHOLE TILES ASSHOWN.

E

ALL TILE AND SLATE TO BE INSTALLED PER TILECOUNCIL OF AMERICA STANDARDS.F

TILE BASE AND THRESHOLD GROUT JOINTS TOALIGN WITH TILE FLOOR GROUT JOINTS.G

REMOVAL OF EXCESS GROUT WILL BE DONE WITHWATER. THE USE OF SULFURIC OR MURIATIC ACIDIS PROHIBITED. IF THESE ACIDS ARE USED, THEINSTALLER WILL BE REQUIRED TO REMOVE THEACID AND RESTORE THE GROUT AT THEIREXPENSE.

PROVIDE GROUT JOINT OF 3/16" MAXIMUMDEVIATION OF TILE AND GROUT LINE OF 1/4" PER 4'.

H

MOP SINK. REFER TO PLUMBING SHEETS1

GC TO VERIFY LOCATIONS OF EXISTING CONTROL &EXPANSION JOINTS OF SLAB. COORDINATE THELAYOUT TO EXISTING SLAB.

J

FLOOR TILE.2

FLOOR SINK. REFER TO PLUMBING SHEETS4

FLOOR DRAIN. REFER TO PLUMBING SHEETS5

LEED:REFER TO DESIGN SPECIFICATIONSSHEET(S) FOR LEED COMPLIANCEINFORMATION.

DO NOT SCALE DRAWINGS.K

ALL TILE GROUT TO BE EPOXY GROUTL

TILE BASE.3

Scale: 3" = 1'-0"6 FLOOR TILE JOINTS - TOP SET BASE

Scale: 3" = 1'-0"2 TILE BASE AT WALL - TOP SET BASEScale: 3" = 1'-0"3 TILE BASE AT DIEWALL - TOP SET BASE

Scale: 3" = 1'-0"4 TILE BASE @ CABINET FACE - TOP SET BASEScale: 3" = 1'-0"5 TILE BASE @ CABINET SIDE - TOP SET BASE

Scale: 6" = 1'-0"7 TILE TO THRESHOLD TRANSITIONScale: 6" = 1'-0"8 TILE TO WALKOFF MAT TRANSITION

NPLAN

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

WALK-OFF MAT.6


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