Schweitzer crossing cd set 2015 02 24 by Taylor Hawley

ABBREVIATIONS

GENERAL NOTES

PROJECT CONTACTS

3PL

THIRD PARTY LOGISTICS

A/C ACT ADJ AFF AMP ARCH

AIR CONDITIONING ACOUSTICAL CEILING TILE ADJUSTABLE ABOVE FINISHED FLOOR AMPERE ARCHITECT

1. GENERAL CONTRACTOR SHALL VISIT THE SITE, REVIEW THE BUILDING SHELL DRAWINGS AS SUBMITTED BY THE LANDLORD OR STARBUCKS SITE SURVEYOR, AND BECOME THOROUGHLY FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION.

MAILING ADDRESS: STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH MS STOP: S-SD10 SEATTLE, WASHINGTON 98134 (206) 318-1575

BOH

BACK OF HOUSE

CAB CL CLG CM CTR CX CXA

CABINET CENTER LINE CEILING CONSTRUCTION MANAGER CENTER COMMISSIONING COMMISSIONING AGENT

DEG DET DIA DIM DM DN

DEGREE DETAIL DIAMETER DIMENSION DESIGN MANAGER DOWN

EA EL EQ EXIST EXT

EACH ELEVATION EQUAL EXISTING EXTERIOR

FF&E FIO FLR FOH FT

"FURNITURE, FIXTURE, AND EQUIPMENT" FURNISHED AND INSTALLED BY OWNER FLOOR FRONT OF HOUSE FOOT/FEET

G GC

GROUND GENERAL CONTRACTOR

HC HDW HM HORIZ HR HT HVAC

HOLLOW CORE HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT "HEATING, VENTILATING, AND AIR CONDITIONING"

INSIDE DIAMETER

LANDLORD

MAX MEP MFR MIN

MAXIMUM "MECHANICAL, ELECTRICAL, AND PLUMBING" MANUFACTURER MINIMUM

NIC NL NTS

NOT IN CONTRACT NIGHT LIGHT NOT TO SCALE

OC OD OF/CI OF/OI

ON CENTER OUTSIDE DIAMETER OWNER FURNISHED/CONTRACTOR INSTALLED OWNER FURNISHED/OWNER INSTALLED

2. GENERAL CONTRACTOR SHALL CONSULT WITH STARBUCKS CONSTRUCTION MANAGER TO RESOLVE ANY CHANGES, OMISSIONS, OR PLAN DISCREPANCIES PRIOR TO BIDDING OR CONSTRUCTION. 3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL, COUNTY, STATE, AND FEDERAL CODES AND ORDINANCES. 4. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES. 5. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY OTHER TRADES, AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF THE FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. DO NOT SCALE DRAWINGS. 6. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS, OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF THE WORK. 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS FOR FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION OF SUCH SYSTEMS. 8. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL CHANGES DURING CONSTRUCTION. THIS SET SHALL BE A PART OF THE GENERAL CONTRACTOR’S “STORE CLOSE-OUT PACKAGE” AS DESCRIBED IN THE CONSTRUCTION MANAGEMENT AGREEMENT. 9. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING DELIVERY OF MATERIALS FROM STARBUCKS CONTRACTED THIRD PARTY LOGISTICS DISTRIBUTION SERVICES AND VENDOR DIRECT SHIPMENTS. REFER TO CONSTRUCTION MANAGEMENT AGREEMENT FOR METHODS AND LEAD TIMES. 10. RESPONSIBILITY FOR SUPPLY AND DELIVERY OF MATERIALS AND EQUIPMENT IS IDENTIFIED IN THE DRAWING SCHEDULE SHEETS UNDER THE COLUMN LABELED "RESPONSIBILITY". 11. FOR THE PURPOSE OF THE DOCUMENTS, TO “INSTALL”, SHALL MEAN TO PROVIDE ALL FASTENERS, MISCELLANEOUS HARDWARE, BLOCKING, ELECTRICAL CONNECTIONS, PLUMBING CONNECTIONS, AND OTHER ITEMS REQUIRED FOR A COMPLETE AND OPERATION INSTALLATION, UNLESS OTHERWISE NOTED. 12. ALL ITEM SUBSTITUTIONS MUST BE APPROVED BY THE STARBUCKS DESIGN MANAGER. 13. REFER TO ITEM CUTSHEETS FOR ADDITIONAL INFORMATION.

R C 2011 STARBUCKS COFFEE COMPANY

STARBUCKS COFFEE COMPANY

CONSTRUCTION BOB BALDWIN MANAGER: 2401 UTAH AVENUE SOUTH MS STOP: S-SD9 SEATTLE, WA 98134 (206) 318-4942 PHONE rbaldwin@starbucks.com

2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575

LANDLORD: RYAN GOODELL 810 EAST 28TH AVENUE, SUITE A SPOKANE, WA 99203 COUNTRY (509) 534-5805 PHONE (509) 443-0100 FAX

THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.

ARCHITECT OF RECORD: KDW SALAS O'BRIEN 10202 5TH AVENUE NE SUITE 300 SEATTLE, WA 98125 (206) 547-1940 PHONE (206) 547-8212 FAX MEP CONSULTANT OF CHRISTOPHER RENSCH RECORD: RENSCH ENGINEERING 111 AVE C, SUITE 104 SNOHOMISH, WA 98290 (360) 863-6677 PHONE (360) 863-3565 FAX

STARBUCKS TEMPLATE VERSION i2014.10.20

SURVEYING ARCHITECT: KDW SALAS O'BRIEN 10202 5TH AVENUE NE SUITE 300 SEATTLE, WA 98125 (206) 547-1940 PHONE (206) 547-8212 FAX

ARCHITECT OF RECORD

STRUCTURAL ARMOUR UNSDERFER CONSULTANT: ENGINEERING, INC., PS 555 116TH AVENUE NE, SUITE 118 BELLEVUE, WA 98004 425.614.0949

10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125

ROOM SCHEDULE

PROJECT DESCRIPTION

PXXX-ES

X XXXXX

BACKBAR CAFE SEATING MEN OPEN AREA SALES VESTIBULE WOMEN WORKROOM Grand total

PAINT TAG

DESIGN ID TAG

EXTERIOR ELEVATION X XXXXX

DESIGN ID TAG

LEGAL DESCRIPTION D XXXXX

DOOR TAG

W XXXXX

WINDOW TAG

C:\Users\taylor.hawley\Documents\#11259 Schweitzer Crossing_taylor.hawley.rvt 2/23/2015 1:56:28 PM

TEMP TYP

TEMPORARY TYPICAL

UON

UNLESS OTHERWISE NOTED

VD VERT VIF

VENDOR DIRECT VERTICAL VERIFY IN FIELD

PARCEL NUMBER: RPP00000039995A [DESCRIPTION]

SECTION CALLOUT

X'-XX" AFF

ABOVE FINISHED FLOOR HEIGHT TAG (IMPERIAL)

DETAIL CALLOUT

XXXX AFF

ABOVE FINISHED FLOOR HEIGHT TAG (METRIC)

REVISION TAG

DIMENSION LINE FROM FINISH FACE TO FINISH FACE

ZONING: OCCUPANCY: YEAR BUILT:

DATUM POINT

REVISION CLOUD

USE:

GENERAL G-0001 G-0010 G-0011 G-0012 G-0013

SHEET TITLE

GENERAL INFORMATION DESIGN SPECIFICATIONS DESIGN SPECIFICATIONS DESIGN SPECIFICATIONS DESIGN SPECIFICATIONS

STRUCTURAL S-001 GENERAL NOTES & ABBREV. S-002 FLOOR FRAMING PLAN S-003 ROOF FRAMING PLAN S-004 STRUCTURAL DETAILS S-005 STRUCTURAL DETAILS ARCHITECTURAL A-1001 ARCHITECTURAL SITE PLAN A-1002 ROOF PLAN A-1102 HEALTH DEPARTMENT PLAN A-2001 EXTERIOR ELEVATIONS A-5001 SITE & EXTERIOR DETAILS A-5002 SITE & EXTERIOR DETAILS A-5003 ENLARGED DRIVE THRU PLAN

CODE NOTES X' XX"

315 SF 1167 SF 58 SF 995 SF 180 SF 69 SF 59 SF 487 SF 3330 SF

SHEET

COMMERCIAL A-2 2014 CAFE

TYPE OF CONSTRUCTION:

V-B

SPRINKLERS:

YES

PROPERTY SIZE:

67,000 SF

BUILDING AREA:

6,755 SF

TENANT AREA:

3,344 SF

BUILDING HEIGHT:

1 STORY

OCCUPANT LOAD:

BAR WORKROOM SALES CAFE SEATING TOTAL OCCUPANT LOAD

322 SF / 200 = 487 SF / 200 = 186 SF / 30 = 1167 SF / 15 =

2 3 7 78 90

INTERIORS I-1103 FLOOR PLAN I-1104 PENETRATION PLAN I-1105 FF AND E PLAN I-1107 CASEWORK PLAN I-1108 REFLECTED CEILING PLAN I-1109 FLOOR FINISH PLAN I-1111 WALL FINISH PLAN I-2101 INTERIOR ELEVATIONS I-2102 INTERIOR ELEVATIONS I-2103 INTERIOR ELEVATIONS I-4102 ENLARGED RESTROOM PLAN AND ELEVATIONS I-5001 DESIGN DETAILS I-5002 DESIGN DETAILS I-5003 DESIGN DETAILS I-5004 DESIGN DETAILS I-5010 CASEWORK DETAILS I-5011 CASEWORK DETAILS I-5012 CASEWORK DETAILS

SHEET I-5013 I-6001 I-6002

SHEET TITLE BACK OF HOUSE DETAILS SCHEDULES SCHEDULES

DOUGLAS A. DIEL STATE OF IDAHO

PLUMBING P-0001 P-0002 P-1100 P-1101 P-1102 P-5001 P-6001

PLUMBING NOTES PLUMBING SPECIFICATIONS PLUMBING UNDERFLOOR PLAN PLUMBING SUPPLY PLAN PLUMBING WASTE PLAN PLUMBING DETAILS PLUMBING SCHEDULES

MECHANICAL M-0001 MECHANICAL NOTES M-0002 MECHANICAL SPECIFICATIONS M-0003 MECHANICAL ENERGY FORMS M-1101 MECHANICAL HVAC PLANS M-1102 MECHANICAL ROOF PLAN M-5001 MECHANICAL DETAILS M-6001 MECHANICAL SCHEDULES ELECTRICAL E-0001 ELECTRICAL NOTES E-0002 ELECTRICAL SPECIFICATIONS E-0003 ELECTRICAL ENERGY FORMS E-0004 ELECTRICAL PANELS & RISER E-1001 ELECTRICAL SITE POWER E-1100 ELECTRICAL UNDERSLAB E-1101 ELECTRICAL POWER PLAN E-1102 ELECTRICAL LIGHTING PLAN E-5001 ELECTRICAL DETAILS E-6001 ELECTRICAL SCHEDULES

STORE #:

11259

PROJECT #:

35028-017

MCS CASEWORK CONCEPT: ISSUE DATE: 01/20/2015 RENARD MUN DESIGN MANAGER: LEED R AP: PRODUCTION DESIGNER: CHECKED BY:

Rev APPLICABLE CODES:

2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL FIRE CODE 2012 INTERNATIONAL MECHANICAL CODE 2008 NATIONAL ELECTRIC CODE 2012 UNIFORM PLUMBING CODE 2003 ACCESSIBILITY & USABLE BUILDINGS AND FACILITIES (ICC/ANSI A117.1)

KDW Salas O'Brien Project #:140189 140189

NORTH ARROW

AREA

477100 NORTH HIGHWAY 95 PONDERAY, ID 83852 COUNTY: BONNER

NAME

PROJECT ADDRESS:

INITIAL TENANT IMPROVEMENT BUILD-OUT FOR STARBUCKS CAFE.

INTERIOR ELEVATION STARBUCKS SOLID CORE SQUARE FEET SHEET SIMILAR SPECIFICATION SQUARE

LICENSED ARCHITECT

INDEX OF SHEETS

AR-984726

RADIUS RENOVATIONS CONSTRUCTION MANAGER REFERENCE REQUIRED REVISION ROUND

SB SC SF SHT SIM SPEC SQ

p. 206.547.1940 | f. 206.547.8212 www.kdw.net

SCHWEITZER CROSSING

R RCM REF REQ‘D REV RND

PRODUCTION DESIGNER PLACE PROJECT MANAGER

DESIGN MANAGER: RENARD MUN STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH MS STOP: SSD2 SEATTLE, WA 98134 (206) 318-0010 PHONE rmun@starbucks.com

PROJECT NAME:

PD PLC PM

ARCHITECTURAL SYMBOL LEGEND

VICINITY PLAN

Date

Revision Schedule By Description

SHEET TITLE:

GENERAL INFORMATION SCALE: AS SHOWN SHEET NUMBER:

G-0001

GENERAL CONDITIONS

GENERAL CONDITIONS (CONTINUED)

SECTION 014200 - REFERENCES PART 1 - GENERAL 1.1 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 PART OF THE CONTRACT DOCUMENTS BY REFERENCE. B. PUBLICATION DATES: COMPLY WITH STANDARDS IN EFFECT AS OF DATE OF THE CONTRACT DOCUMENTS UNLESS OTHERWISE INDICATED. C. COPIES OF STANDARDS: EACH ENTITY ENGAGED IN CONSTRUCTION ON PROJECT SHOULD BE FAMILIAR WITH INDUSTRY STANDARDS 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.

SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 1.1 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 DEFINITIONS A. 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 REQUIREMENTS A. END-OF-PROJECT RATES FOR SALVAGE/RECYCLING: [50] [75] PERCENT. 1.4 ACTION SUBMITTALS A. WASTE MANAGEMENT PLAN: SUBMIT PLAN WITHIN 7 DAYS OF DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK. 1. TYPES AND QUANTITIES OF DEMOLITION AND CONSTRUCTION WASTE. 2. TYPE OF WASTE AND WHETHER IT WILL BE SALVAGED, RECYCLED, OR DISPOSED OF IN LANDFILL OR INCINERATOR. 3. NET ADDITIONAL COST OR NET SAVINGS RESULTING FROM WASTE MANAGEMENT PLAN. 1.5 INFORMATION SUBMITTALS A. WASTE REDUCTION PROGRESS REPORTS: CONCURRENT WITH 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 WASTE A. RECYCLING INCENTIVES: REVENUES AND OTHER INCENTIVES FOR RECYCLING WILL ACCRUE TO OWNER. END OF SECTION 017419

SECTION 018100 - SUSTAINABLE DESIGN REQUIREMENTS 1.1 SUMMARY A. THIS SECTION INCLUDES GENERAL REQUIREMENTS AND PROCEDURES FOR COMPLIANCE WITH CERTAIN U.S. GREEN BUILDING COUNCIL'S (USGBC) LEED PREREQUISITES AND CREDITS NEEDED FOR THE PROJECT TO OBTAIN LEED CERTIFICATION BASED ON [LEED 2009 FOR RETAIL: COMMERCIAL INTERIORS] [LEED 2009 FOR RETAIL: NEW CONSTRUCTION]. 1. OTHER LEED PREREQUISITES AND CREDITS NEEDED TO OBTAIN LEED CERTIFICATION ARE DEPENDENT ON MATERIAL SELECTIONS AND MAY NOT BE SPECIFICALLY IDENTIFIED AS LEED REQUIREMENTS. COMPLIANCE WITH 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 DEFINITIONS A. 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 BODY TO COMPLY WITH FSC STD-01-001, "FSC PRINCIPLES AND CRITERIA FOR FOREST STEWARDSHIP." CERTIFICATES SHALL INCLUDE EVIDENCE THAT MANUFACTURER IS CERTIFIED FOR CHAIN OF CUSTODY BY AN FSC-ACCREDITED CERTIFICATION BODY. C. REGIONALLY MANUFACTURED MATERIALS: MATERIALS THAT ARE MANUFACTURED WITHIN A RADIUS OF 500 MILES (800 KM) FROM PROJECT SITE. MANUFACTURING REFERS TO THE FINAL ASSEMBLY OF COMPONENTS INTO THE BUILDING PRODUCT THAT IS INSTALLED AT PROJECT SITE. D. REGIONALLY EXTRACTED AND MANUFACTURED MATERIALS: REGIONALLY MANUFACTURED MATERIALS MADE FROM RAW MATERIALS THAT ARE EXTRACTED, HARVESTED, OR RECOVERED WITHIN A RADIUS OF 500 MILES (800 KM) 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 PROJECT SITE 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 SUBMITTALS A. 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 IONALLY 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 CERTIFIED WOOD. INCLUDE STATEMENT INDICATING COST FOR EACH CERTIFIED WOOD PRODUCT. 6. CREDIT IEQ 3.1: a. CONSTRUCTION INDOOR-AIR-QUALITY MANAGEMENT PLAN. b. PRODUCT DATA FOR TEMPORARY FILTRATION MEDIA. c. PRODUCT DATA FOR FILTRATION MEDIA USED DURING OCCUPANCY. d. CONSTRUCTION DOCUMENTATION: SIX PHOTOGRAPHS AT THREE DIFFERENT TIMES DURING THE 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 IEQ 3.2: a. SIGNED STATEMENT DESCRIBING THE BUILDING AIR FLUSHOUT PROCEDURES INCLUDING THE DATES WHEN FLUSHOUT 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 IEQ 4A: PRODUCT DATA FOR ADHESIVES AND SEALANTS USED INSIDE THE WEATHERPROOFING SYSTEM INDICATING VOC CONTENT OF EACH PRODUCT USED. 9. CREDIT IEQ 4B: PRODUCT DATA FOR PAINTS AND COATINGS USED INSIDE THE WEATHERPROOFING SYSTEM INDICATING VOC CONTENT OF EACH PRODUCT USED. 10. CREDIT IEQ 4D: PRODUCT DATA FOR PRODUCTS CONTAINING COMPOSITE WOOD OR AGRIFIBER PRODUCTS OR WOOD GLUES INDICATING THAT THEY DO NOT CONTAIN UREA-FORMALDEHYDE RESIN. 1.4 INFORMATIONAL SUBMITTALS A. 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

SECTION 019113 - GENERAL COMMISSIONING REQUIREMENTS 1.1 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 EXPERTISE AND AUTHORITY TO ACT ON ITS BEHALF AND SHALL SCHEDULE THEM TO PARTICIPATE IN AND PERFORM COMMISSIONING 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 THE ISSUES LOG. C. COMMISSIONING AGENT’S (CXA'S) RESPONSIBILITIES: 1. ORGANIZE AND LEAD COMMISSIONING TEAM. 2. PROVIDE AND MANAGE COMMISSIONING PLAN. 3. PROVIDE PROJECT-SPECIFIC CHECKLISTS AND TEST PROCEDURES. 4. WITNESS, PREPARE AND MAINTAIN COMPLETED INSTALLATION VERIFICATION CHECKLISTS. 5. WITNESS SYSTEMS, ASSEMBLIES, EQUIPMENT, AND COMPONENT STARTUP. 6. WITNESS, PREPARE, AND MAINTAIN COMPLETED FUNCTIONAL TESTING CHECKLISTS. 7. PREPARE AND MAINTAIN THE ISSUES LOG. 8. COMPILE COMMISSIONING DOCUMENTS, RESULTS, AND DEFICIENCIES; INCLUDE THEM IN THE SYSTEMS MANUAL AND COMMISSIONING SUMMARY REPORT. 9. REVIEW COMMISSIONING REPORT WITH COMMISSIONING TEAM AND IMPLEMENT PLAN TO RESOLVE DEFICIENCIES. END OF SECTION 019113

2/23/2015 1:56:28 PM

STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2014.10.20

ARCHITECT OF RECORD

EXISTING CONDITIONS 10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125 p. 206.547.1940 | f. 206.547.8212 www.kdw.net

LICENSED ARCHITECT AR-984726

DOUGLAS A. DIEL

STORE #:

11259

PROJECT #:

35028-017

KDW Salas O'Brien Project #: 140189

477100 NORTH HIGHWAY 95 PONDERAY, ID 83852 COUNTY: BONNER

STATE OF IDAHO

PROJECT ADDRESS:

SECTION 024119 - SELECTIVE DEMOLITION 1.1 SUMMARY A. DEMOLITION AND REMOVAL OF [PORTIONS OF A BUILDING OR STRUCTURE] [SELECTED SITE ELEMENTS]. B. HISTORIC ITEMS REMOVED AND SALVAGED FOR OWNER. 1.2 SUBMITTALS A. SCHEDULE OF SELECTIVE DEMOLITION ACTIVITIES: INDICATE THE FOLLOWING: 1. DETAILED SEQUENCE OF SELECTIVE DEMOLITION AND REMOVAL WORK, WITH STARTING AND ENDING DATES FOR EACH ACTIVITY. ENSURE OWNER'S [BUILDING MANAGER'S] [AND] [OTHER TENANTS'] ON-SITE OPERATIONS ARE UNINTERRUPTED. 2. INTERRUPTION OF UTILITY SERVICES. INDICATE HOW LONG 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 WARRANTY A. EXISTING WARRANTIES: <INSERT LIST OF EXISTING WARRANTIES AFFECTED BY SELECTIVE DEMOLITION.> 1.5 EXECUTION A. UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS: MAINTAINED TO OCCUPIED FACILITIES. 1. SHUT OFF: BY [OWNER] [BUILDING MANAGER] [CONTRACTOR]. B. SITE ACCESS AND TEMPORARY CONTROLS: MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES C. 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 [ON] [OFF]-SITE 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”. END OF SECTION 024119

SCHWEITZER CROSSING

AMERICAN CONCRETE INSTITUTE AMERICAN HARDBOARD ASSOCIATION AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AMERICAN NATIONAL STANDARDS INSTITUTE APA - THE ENGINEERED WOOD ASSOCIATION AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING ENGINEERS ASTM ASTM INTERNATIONAL (AMERICAN SOCIETY FOR TESTING AND MATERIALS INTERNATIONAL) AWI ARCHITECTURAL WOODWORK INSTITUTE AWPA AMERICAN WOOD PROTECTION ASSOCIATION (FORMERLY: AMERICAN WOOD PRESERVERS' ASSOCIATION) CRI CARPET AND RUG INSTITUTE (THE) CRRC COOL ROOF RATING COUNCIL CSA CANADIAN STANDARDS ASSOCIATION CSA 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 COUNCIL HPVA HARDWOOD PLYWOOD & VENEER ASSOCIATION ISO INTERNATIONAL ORGANIZATION FOR STANDARDIZATION ITS INTERTEK TESTING SERVICE NA (NOW ETL SEMCO) MFMA MAPLE FLOORING MANUFACTURERS ASSOCIATION, INC. MPI MASTER PAINTERS INSTITUTE NFPA NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) NOFMA NOFMA: THE WOOD FLOORING MANUFACTURERS ASSOCIATION (FORMERLY: NATIONAL OAK FLOORING MANUFACTURERS ASSOCIATION) OPL INTERTAK SDI STEEL DOOR INSTITUTE SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION UL UNDERWRITERS LABORATORIES INC. USGBC U.S. GREEN BUILDING COUNCIL WCLIB WEST COAST LUMBER INSPECTION BUREAU WI WOODWORK INSTITUTE (FORMERLY: WIC - WOODWORK INSTITUTE OF CALIFORNIA) B. CODE AGENCIES: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. DIN DEUTSCHES INSTITUT FUR NORMUNG E.V. ICC INTERNATIONAL CODE COUNCIL ICC-ES ICC EVALUATION SERVICE, INC. C. FEDERAL GOVERNMENT AGENCIES: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. EPA ENVIRONMENTAL PROTECTION AGENCY D. STANDARDS AND REGULATIONS: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE STANDARDS AND REGULATIONS IN THE FOLLOWING LIST. ADAAG AMERICANS WITH DISABILITIES ACT (ADA) ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES AVAILABLE FROM U.S. ACCESS BOARD CFR CODE OF FEDERAL REGULATIONS AVAILABLE FROM GOVERNMENT PRINTING OFFICE E. STATE GOVERNMENT AGENCIES: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. CDHS CALIFORNIA DEPARTMENT OF HEALTH SERVICES CDPH CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, INDOOR AIR QUALITY SECTION END OF SECTION 014200

C 2011 STARBUCKS COFFEE COMPANY

PROJECT NAME:

C:\Users\taylor.hawley\Documents\#11259 Schweitzer Crossing_taylor.hawley.rvt

ACI AHA AITC ANSI APA ASHRAE

MCS CASEWORK CONCEPT: ISSUE DATE: 01/20/2015 RENARD MUN DESIGN MANAGER: LEED R AP: PRODUCTION DESIGNER: CHECKED BY:

Rev

Date

Revision Schedule By Description

SHEET TITLE:

DESIGN SPECIFICATIONS SCALE: AS SHOWN SHEET NUMBER:

G-0010

SECTION 033500 - CONCRETE FINISHING 1.1 SUBMITTALS A. QUALIFICATION DATA: FOR QUALIFIED APPLICATOR. B. MATERIAL CERTIFICATES. 1.2 FLOOR AND SLAB TREATMENTS A. 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 TREATMENTS A. 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 SOLUTION OF INORGANIC SILICATE OR SILICONATE MATERIALS AND PROPRIETARY COMPONENTS; ODORLESS; THAT PENETRATES, HARDENS, AND IS SUITABLE FOR POLISHED CONCRETE SURFACES. 1.4 INSTALLATION A. DRY-SHAKE FLOOR HARDENER FINISH: AFTER INITIAL FLOATING, APPLY DRYSHAKE FLOOR HARDENER TO SURFACES B. 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 WRITING BY LIQUID FLOOR TREATMENTS INSTALLER. END OF SECTION 033500

SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY 1.1 MATERIALS A. WOOD PRODUCTS, GENERAL: 1. MAXIMUM MOISTURE CONTENT OF LUMBER: [15 PERCENT] [19 PERCENT]. B. WOOD-PRESERVATIVE-TREATED MATERIALS: 1. PRESERVATIVE TREATMENT: AWPA U1; USE CATEGORY UC2. a. PRESERVATIVE CHEMICALS: CONTAINING NO ARSENIC OR CHROMIUM. DO NOT USE INORGANIC BORON (SBX) FOR 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 (460 MM) ABOVE GROUND IN CRAWLSPACES. d. FLOOR PLATES INSTALLED OVER CONCRETE SLABS-ON-GRADE. C. FIRE-RETARDANT-TREATED MATERIALS: 1. EXTERIOR TYPE FOR EXTERIOR LOCATIONS AND WHERE INDICATED. 2. INTERIOR TYPE A UNLESS OTHERWISE INDICATED. 3. APPLICATION: ITEMS INDICATED AND THE FOLLOWING: a. FRAMING FOR RAISED PLATFORMS. b. CONCEALED BLOCKING. c. ROOF FRAMING AND BLOCKING. d. ITEMS IN CONTACT WITH ROOFING. e. PLYWOOD BACKING PANELS. D. FRAMING: 1. NON-LOAD-BEARING INTERIOR PARTITIONS: CONSTRUCTION OR NO. 2 GRADE. E. MISCELLANEOUS LUMBER: 1. DIMENSION LUMBER: CONSTRUCTION OR NO. 2 GRADE. 2. UTILITY SHELVING: 19 PERCENT MAXIMUM MOISTURE CONTENT. 3. CONCEALED BOARDS: 19 PERCENT MAXIMUM MOISTURE CONTENT. F. PLYWOOD BACKING PANELS: EXPOSURE 1, C-D PLUGGED [, FIRE-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 FOR WOOD-PRESERVATIVE-TREATED LUMBER AND WHERE INDICATED. I. ADHESIVES: ADHESIVES SHALL HAVE A VOC CONTENT OF 70 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). 1.2 INSTALLATION A. FURRING TO RECEIVE PLYWOOD OR HARDBOARD PANELING: 1-BY-3-INCH NOMINAL-SIZE (19-BY-63-MM ACTUAL-SIZE) FURRING AT [24 INCHES (610 MM)] [600 MM] O.C. B. FURRING TO RECEIVE GYPSUM BOARD: 1-BY-2-INCH NOMINAL-SIZE (19-BY-38MM ACTUAL-SIZE) FURRING AT [16 INCHES (406 MM)] [400 MM] O.C. END OF SECTION 061053

SECTION 064400 - PLASTIC PANELING PART 1 - GENERAL 1.1 SUMMARY A. SECTION INCLUDES THE FOLLOWING: 1. GLASS-FIBER REINFORCED PLASTIC (FRP) WALL PANELING. 2. MOLDING, ADHESIVES, AND JOINT SEALANTS. 1.2 PLASTIC SHEET 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 REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES' "STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS." 2. NOMINAL THICKNESS: NOT LESS THAN 0.09 INCHES. 3. COLOR: WHITE. 4. MOLDING COLOR: WHITE. 5. SURFACE FINISH: MOLDED PEBBLE TEXTURE. B. UNREINFORCED POLYPROPYLENE PANELING: SOLID POLYPROPYLENE PANELS MADE FROM NO LESS THAN 80 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 OF HEALTH 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. 1.3 ADHESIVES A. AS RECOMMENDED BY PLASTIC PANELING MANUFACTURER. 1. VOC LIMIT: 50 G/L 1.4 ACCESSORIES A. TRIM ACCESSORIES: MANUFACTURER'S STANDARD ONE-PIECE VINYL EXTRUSIONS DESIGNED TO RETAIN AND COVER EDGES OF PANELS. PROVIDE DIVISION BARS, INSIDE CORNERS, OUTSIDE CORNERS, AND CAPS AS NEEDED TO CONCEAL EDGES. 1. COLOR: WHITE. END OF SECTION 064400

SECTION 035416 - HYDRAULIC-CEMENT-BASED UNDERLAYMENT 1.1 SUMMARY A. HYDRAULIC-CEMENT-BASED UNDERLAYMENT FOR USE BELOW INTERIOR FLOOR COVERINGS. 1.2 MATERIALS A. UNDERLAYMENT: HYDRAULIC-CEMENT-BASED, POLYMER-MODIFIED, SELFLEVELING PRODUCT THAT CAN BE APPLIED IN MINIMUM UNIFORM THICKNESS OF 1/4 INCH (6MM) AND THAT CAN BE FEATHERED AT EDGES TO MATCH ADJACENT FLOOR ELEVATIONS. 1. CEMENT BINDER: PORTLAND CEMENT, OR OTHER HYDRAULIC OR BLENDED HYDRAULIC CEMENT. B. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER RECOMMENDED IN WRITING FOR SUBSTRATE, CONDITIONS, AND APPLICATION INDICATED. 1. PRIMER SHALL HAVE A VOC CONTENT OF 200 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D. END OF SECTION 035416

METALS SECTION 055000 - METAL FABRICATIONS 1.1 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 SUBMITTALS A. 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. 1. LOW-EMITTING PRIMER: METAL PRIMER SHALL HAVE A VOC CONTENT OF 200 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). B. MISCELLANEOUS FRAMING AND SUPPORTS: 1. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL EQUIPMENT, APPLICATIONS WHERE FRAMING AND SUPPORTS ARE NOT SPECIFIED IN OTHER SECTIONS. 2. GALVANIZE WHERE INDICATED. 3. PRIME WITH ZINC-RICH PRIMER WHERE INDICATED. a. ZINC-RICH PRIMER SHALL HAVE A VOC CONTENT OF 340 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). C. LOOSE STEEL LINTELS, GALVANIZED AT EXTERIOR WALLS. D. SHELF ANGLES, GALVANIZED. E. STEEL WELD PLATES AND ANGLES NOT SPECIFIED IN OTHER SECTIONS, FOR CASTING INTO CONCRETE. F. METAL BOLLARDS: SCHEDULE 40 STEEL PIPE. END OF SECTION 055000

SECTION 064000 - INTERIOR ARCHITECTURAL WOODWORK 1.1 SUMMARY A. INTERIOR STANDING AND RUNNING TRIM. B. FLUSH WOOD PANELING AND WAINSCOTS. C. MELAMINE CABINETS. D. SOLID-SURFACING-MATERIAL COUNTERTOPS. E. CLOSET AND UTILITY SHELVING. 1.2 QUALITY ASSURANCE A. QUALITY STANDARD: AWI. 1.3 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 1 6. 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/L 3. MULTIPURPOSE CONSTRUCTION ADHESIVE: 70 G/L 4. CONTACT ADHESIVE: 80 G/L. a. SPECIAL PURPOSE: 250 G/L D. CLOSET AND UTILITY SHELVING: 1. GRADE: ECONOMY. 2. SHELF MATERIAL: 3/4 INCH (19 MM) THERMOSET DECORATIVE PANEL WITH PVC OR POLYESTER EDGE BANDING. 3. CLEATS: 3/4 INCH (19 MM) PANEL PRODUCT. E. SHOP FINISHING: 1. GRADE: SAME GRADE AS WOODWORK. 2. EXTENT: ALL WOODWORK SHOP FINISHED. 1.4 INSTALLATION A. 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 (3 MM IN 2400 MM) 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 (3 MM IN 2400 MM) SAG, BOW, OR OTHER VARIATION FROM A STRAIGHT LINE. 3. SECURE COVED BACKSPLASHES TO TOPS PER MANUFACTURES FABRICATION MANUAL AND TO WALLS WITH ADHESIVE. 4. CALK SPACE BETWEEN BACKSPLASH AND WALL WITH SEALANT SPECIFIED IN DIVISION 7 SECTION "JOINT SEALANTS." END OF SECTION 064000

THERMAL AND MOISTURE PROTECTION

R C 2011 STARBUCKS COFFEE COMPANY

SECTION 07841 - THROUGH-PENETRATION FIRESTOP SYSTEMS 1.1 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. 1.2 QUALITY ASSURANCE A. 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 INSTALLATION A. IDENTIFICATION: PREPRINTED METAL OR PLASTIC LABELS, PERMANENTLY ATTACHED. 1.5 FIELD QUALITY CONTROL A. INSPECTION OF INSTALLED FIRESTOP SYSTEMS: BY OWNER-ENGAGED AGENCY ACCORDING TO ASTM E 2174 REQUIREMENTS. END OF SECTION 07841

SECTION 078446 - FIRE-RESISTIVE JOINT SYSTEMS 1.1 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 REQUIREMENTS A. FIRE-RESISTANCE RATINGS OF JOINT SYSTEMS IN AND BETWEEN FIRERESISTANCE-RATED CONSTRUCTIONS: EQUALING OR EXCEEDING THE FIRE-RESISTANCE RATINGS OF CONSTRUCTION THAT THEY JOIN, [AND WITH MOVEMENT CAPABILITIES INDICATED] AS DETERMINED BY UL 2079. 1.3 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. 1.4 QUALITY ASSURANCE A. FIRE-TEST-RESPONSE CHARACTERISTICS: TESTED BY QUALIFIED TESTING AND INSPECTING AGENCY. 1.5 FIRE-RESISTIVE JOINT SYSTEMS A. DESIGNATION SYSTEM FOR JOINTS IN OR BETWEEN FIRE-RESISTANCE-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 (0.00775 CU. M/S X M) OF JOINT AT 0.30 INCH WG (74.7 PA) AT BOTH AMBIENT AND ELEVATED TEMPERATURES. E. EXPOSED FIRE-RESISTIVE JOINT SYSTEMS: PROVIDE PRODUCTS WITH FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF LESS THAN 25 AND 450, RESPECTIVELY, AS DETERMINED PER ASTM E 84. F. VOC CONTENT: FIRE-RESISTIVE JOINT SYSTEM SEALANTS SHALL COMPLY WITH THE FOLLOWING LIMITS FOR VOC 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

ARCHITECT OF RECORD

10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125 p. 206.547.1940 | f. 206.547.8212 www.kdw.net

LICENSED ARCHITECT AR-984726

DOUGLAS A. DIEL STATE OF IDAHO

STORE #:

11259

PROJECT #:

35028-017

KDW Salas O'Brien Project #: 140189

SECTION 033000 - CAST-IN-PLACE CONCRETE 1.1 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 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. B. SHOP DRAWINGS: 1. REINFORCING: PLACING DRAWINGS THAT DETAIL FABRICATION, BENDING, AND PLACEMENT. INCLUDE BAR SIZES, LENGTHS, MATERIAL, GRADE, BAR SCHEDULES, STIRRUP SPACING, 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 C989, GRADE 100 OR 120. 2. AGGREGATE: NORMAL WEIGHT. 3. WATER: ASTM C 94/C 94M. 4. ADMIXTURES: PROVIDE ADMIXTURES CERTIFIED BY MANUFACTURER TO BE COMPATIBLE WITH OTHER 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 C494/C 494M, TYPE F. C. WATERSTOPS: FLEXIBLE RUBBER. D. PLASTIC VAPOR RETARDER: ASTM E 1745, CLASS A. INCLUDE MANUFACTURER'S RECOMMENDED ADHESIVE OR PRESSURE-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; VOC <150G/I; NOX-CRETE “UTILITY RELEASE. CRESSET CHEMICAL COMPANY CRETE 20_VOC,” 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 (3.2 TO 6 MM) OR COARSE SAND AS RECOMMENDED BY UNDERLAYMENT MANUFACTURER. d. COMPRESSIVE STRENGTH: NOT LESS THAN 4100 PSI (29 MPA) AT 28 DAYS WHEN TESTED ACCORDING TO ASTM C 109/C 109M. 2. REPAIR OVERLAYMENT: CEMENT-BASED, POLYMER-MODIFIED, SELF-LEVELING PRODUCT HAT 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 TOPPING MANUFACTURER RECOMMENDED FOR SUBSTRATE, CONDITIONS, AND APPLICATION. c. AGGREGATE: WELL-GRADED, WASHED GRAVEL, 1/8 TO 1/4 INCH (3.2 TO 6 MM) OR COARSE SAND AS RECOMMENDED BY TOPPING MANUFACTURER. d. COMPRESSIVE STRENGTH: NOT LESS THAN 5000 PSI (34.5 MPA) 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 ANOTHER THIN-FILM-FINISH COATING SYSTEM. 3. TROWEL AND FINE BROOM: SURFACES TO BE COVERED WITH CERAMIC OR QUARRY TILE INSTALLED BY EITHER THICKSET OR THIN-SET METHOD. 4. BROOM: EXTERIOR CONCRETE PLATFORMS, STEPS, AND RAMPS. 1.5 FIELD QUALITY CONTROL A. TESTING: BY [OWNER] [CONTRACTOR]-ENGAGED AGENCY. B. INSPECTIONS: BY OWNER-ENGAGED SPECIAL INSPECTOR. END OF SECTION 033000

477100 NORTH HIGHWAY 95 PONDERAY, ID 83852 COUNTY: BONNER

WOOD AND PLASTICS (CONTINUED)

PROJECT ADDRESS:

WOOD AND PLASTICS

SCHWEITZER CROSSING

CONCRETE (CONTINUED)

PROJECT NAME:

C:\Users\taylor.hawley\Documents\#11259 Schweitzer Crossing_taylor.hawley.rvt 2/23/2015 1:56:29 PM

CONCRETE

MCS CASEWORK CONCEPT: ISSUE DATE: 01/20/2015 RENARD MUN DESIGN MANAGER: LEED R AP: PRODUCTION DESIGNER: CHECKED BY:

Rev

Date

Revision Schedule By Description

SHEET TITLE:

DESIGN SPECIFICATIONS SCALE: AS SHOWN SHEET NUMBER:

G-0011

SECTION 08331 - OVERHEAD COILING DOORS 1.1 1.2 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE AND SIZE OF OVERHEAD COILING DOOR AND ACCESSORY. INCLUDE THE FOLLOWING: B. SHOP DRAWINGS: FOR EACH INSTALLATION AND FOR SPECIAL COMPONENTS NOT DIMENSIONED OR DETAILED IN MANUFACTURER'S PRODUCT DATA. INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS, AND ATTACHMENTS TO OTHER WORK. 1. DETAIL EQUIPMENT ASSEMBLIES AND INDICATE DIMENSIONS, WEIGHTS, LOADS, REQUIRED CLEARANCES, METHOD OF FIELD ASSEMBLY, COMPONENTS, AND LOCATION AND SIZE OF EACH FIELD CONNECTION. C. SAMPLES FOR INITIAL SELECTION: MANUFACTURER'S FINISH CHARTS SHOWING FULL RANGE OF COLORS AND TEXTURES AVAILABLE FOR UNITS WITH FACTORY-APPLIED FINISHES. 1. INCLUDE SIMILAR SAMPLES OF ACCESSORIES INVOLVING COLOR SELECTION. D. SAMPLES FOR VERIFICATION: FOR EACH TYPE OF EXPOSED FINISH REQUIRED, PREPARED ON SAMPLES OF SIZE INDICATED BELOW. 1. CURTAIN SLATS: 12 INCHES (305 MM) LONG. 2. BOTTOM BAR: 6 INCHES (150 MM) LONG. 3. GUIDES: 6 INCHES (150 MM) LONG. 4. BRACKETS: 6 INCHES (150 MM) SQUARE. 5. HOOD: 6 INCHES (150 MM) SQUARE. E. DELEGATED-DESIGN SUBMITTAL: FOR OVERHEAD COILING DOORS INDICATED TO COMPLY WITH PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA, INCLUDING ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. 1. DETAIL FABRICATION AND ASSEMBLY OF SEISMIC RESTRAINTS. 2. SUMMARY OF FORCES AND LOADS ON WALLS AND JAMBS. F. QUALIFICATION DATA: FOR QUALIFIED INSTALLER. G. SEISMIC QUALIFICATION CERTIFICATES: FOR OVERHEAD COILING DOORS, ACCESSORIES, AND COMPONENTS, FROM MANUFACTURER. H. MAINTENANCE DATA: FOR OVERHEAD COILING DOORS TO INCLUDE IN MAINTENANCE MANUALS. 1.3 PERFORMANCE REQUIREMENTS A. OPERATION-CYCLE REQUIREMENTS: PROVIDE OVERHEAD COILING GRILLE COMPONENTS AND OPERATORS CAPABLE OF OPERATING FOR NOT LESS THAN 50,000 CYCLES AND FOR 25 CYCLES PER DAY. 1.4 DOOR ASSEMBLY A. GENERAL: FABRICATE OVERHEAD COILING GRILLE CURTAIN CONSISTING OF A NETWORK OF 5/16 INCH (8 MM) MINIMUM DIAMETER HORIZONTAL RODS, OR RODS COVERED WITH TUBE SPACERS, SPACED AS INDICATED. INTERCONNECT RODS BY VERTICAL LINKS APPROXIMATELY 5/8 INCH (16 MM) WIDE, SPACED AS INDICATED AND ROTATING ON RODS. 1. SPACE RODS AT APPROXIMATELY 1-1/2 INCHES (38 MM) O.C. 2. SPACE LINKS APPROXIMATELY 9 INCHES (228 MM) APART IN A STRAIGHT IN-LINE PATTERN. 3. ALUMINUM GRILLE CURTAIN: ASTM B 221(ASTM B 221M), ALLOY AND TEMPER RECOMMENDED BY ALUMINUM PRODUCER AND FINISHER FOR TYPE OF USE AND FINISH INDICATED. B. HOOD: ALUMINUM. C. MANUAL DOOR OPERATOR. 1.5 INSTALLATION A. FACTORY-AUTHORIZED REPRESENTATIVE TO [PERFORM STARTUP SERVICE AND TESTING] [AND] [TRAIN OWNER'S PERSONNEL]. END OF SECTION 08331

SECTION 09216 - NON-LOAD-BEARING STEEL FRAMING 1.1 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 ASSEMBLIES A. SALVAGED MATERIAL: USE SALVAGED FRAMING MATERIALS WHENEVER AVAILABLE. B. STEEL STUDS AND RUNNERS: ASTM C 645. 1. MINIMUM BASE-METAL THICKNESS: 0.033 INCH (0.84 MM) 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 (0.64 MM). 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 (50.8 MM) DEEP FLANGES IN THICKNESS NOT LESS THAN INDICATED FOR STUDS, INSTALLED WITH STUDS FRICTION FIT INTO TOP RUNNER AND WITH CONTINUOUS BRIDGING LOCATED WITHIN 12 INCHES (305 MM) OF THE TOP OF STUDS TO PROVIDE LATERAL BRACING. 2. DOUBLE-RUNNER SYSTEM: ASTM C 645 TOP RUNNERS, INSIDE RUNNER WITH 2 INCH (50.8 MM) DEEP FLANGES IN THICKNESS NOT LESS THAN INDICATED FOR STUDS AND FASTENED TO STUDS, AND OUTER RUNNER SIZED 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 (1.37 MM) BARE-STEEL THICKNESS, WITH MINIMUM 1/2 INCH (12.7 MM) WIDE FLANGES. 1. DEPTH: 1-1/2 INCHES (38.1 MM). 2. CLIP ANGLE: NOT LESS THAN 1-1/2 BY 1-1/2 INCHES (38.1 BY 38.1 MM), 0.068 INCH (1.73 MM) THICK, GALVANIZED STEEL. F. HAT-SHAPED, RIGID FURRING CHANNELS: ASTM C 645. 1. MINIMUM BASE METAL THICKNESS: AS INDICATED ON DRAWINGS. 2. DEPTH: AS INDICATED ON DRAWINGS. G. COLD-ROLLED FURRING CHANNELS: 0.0538 INCH (1.37 MM) BARE-STEEL THICKNESS, WITH MINIMUM 1/2 INCH (12.7 MM) WIDE FLANGES. 1. DEPTH: AS INDICATED ON DRAWINGS. 2. FURRING BRACKETS: ADJUSTABLE, CORRUGATED-EDGE TYPE OF STEEL SHEET WITH MINIMUM BARE-STEEL THICKNESS OF 0.0312 INCH (0.79 MM). 3. TIE WIRE: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER, 0.0625 INCH (1.59 MM) DIAMETER WIRE, OR DOUBLE STRAND OF 0.0475 INCH (1.21 MM) DIAMETER WIRE. H. Z-SHAPED FURRING: WITH SLOTTED OR NONSLOTTED WEB, FACE FLANGE OF 1-1/4 INCHES (31.8 MM), WALL ATTACHMENT FLANGE OF 7/8 INCH (22.2 MM), MINIMUM BARE-METAL THICKNESS OF 0.0179 INCH (0.45 MM), AND DEPTH REQUIRED TO FIT INSULATION THICKNESS INDICATED. END OF SECTION 09216

SECTION 093000 - CERAMIC TILE 1.1 SUMMARY A. PAVER, GLAZED, AND WALL TILE. B. WATERPROOF MEMBRANE FOR THIN-SET TILE INSTALLATIONS. C. METAL EDGE STRIPS INSTALLED AS PART OF TILE INSTALLATIONS. 1.2 QUALITY ASSURANCE A. MOCKUPS FOR EACH FORM OF CONSTRUCTION. 1.3 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 (1.5 MM) ABOVE ADJACENT FLOOR SURFACE. FINISH BEVEL TO MATCH TOP SURFACE OF THRESHOLD. LIMIT HEIGHT OF THRESHOLD TO 1/2 INCH (12.7 MM) OR LESS ABOVE ADJACENT FLOOR SURFACE. C. MORTAR: LATEX-PORTLAND CEMENT D. ELASTOMERIC SEALANTS: ONE-PART, MILDEW-RESISTANT SILICONE. 1. SEALANTS SHALL HAVE A VOC CONTENT OF [250] <INSERT VALUE> G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). 1.4 FLOOR TILE INSTALLATION SCHEDULE A. INTERIOR FLOORS ON CONCRETE: THIN-SET MORTAR. 1. TILE TYPE: UNGLAZED PAVER TILE. 2. MORTAR: LATEX- PORTLAND CEMENT MORTAR BOND COAT. 3. GROUT: POLYMER-MODIFIED UNSANDED 100% SOLIDS EPOXY NON-SAGGING GROUT. B. INTERIOR FLOORS ON [WATERPROOF] [CRACK-SUPPRESSION] MEMBRANE OVER CONCRETE AND WOOD: THIN-SET MORTAR. 1. TILE TYPE: UNGLAZED PAVER TILE. 2. MORTAR: LATEX- PORTLAND CEMENT MORTAR BOND COAT. 3. GROUT: POLYMER-MODIFIED UNSANDED 100% SOLIDS EPOXY NON-SAGGING GROUT. 1.5 WALL TILE INSTALLATION SCHEDULE A. INTERIOR WALLS OVER GLASS-MAT WATER-RESISTANT BACKER BOARD OR CEMENTITIOUS BACKER UNITS: THIN-SET MORTAR. 1. TILE TYPE: [UNGLAZED CERAMIC MOSAIC] [GLAZED CERAMIC MOSAIC] [GLAZED WALL] TILE. 2. MORTAR: LATEX- PORTLAND CEMENT MORTAR. 3. GROUT: POLYMER-MODIFIED UNSANDED GROUT. END OF SECTION 093000

2/23/2015 1:56:30 PM

C:\Users\taylor.hawley\Documents\#11259 Schweitzer Crossing_taylor.hawley.rvt

DOORS AND WINDOWS SECTION 081416 - FLUSH WOOD DOORS 1.1 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF DOOR INDICATED. INCLUDE DETAILS OF CORE AND EDGE CONSTRUCTION AND TRIM FOR OPENINGS. B. SHOP DRAWINGS: INDICATE LOCATION, SIZE, AND HAND OF EACH DOOR; ELEVATION OF EACH KIND OF DOOR; CONSTRUCTION DETAILS 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. 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 DO HAVE NO ADDED UREA FORMALDEHYDE. B. WDMA I.S.1-A PERFORMANCE GRADE: HEAVY DUTY UNLESS OTHERWISE INDICATED. 1.4 VENEERED-FACED DOORS FOR TRANSPARENT FINISH A. INTERIOR SOLID-CORE DOORS: 1. CORE: PARTICLEBOARD. 2. CONSTRUCTION: FIVE OR SEVEN PLIES, BONDED. 1.5 PRIMING/FINISHING A. 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

SECTION 08345 - DOUBLE ACTING SWING DOORS PART 1 - GENERAL 1.1 SUMMARY A. SECTION INCLUDES: 1. SOLID-CORE DOUBLE ACTING SWING DOORS WITH PLASTIC LAMINATE FACES. 1.2 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. INCLUDE CONSTRUCTION DETAILS, MATERIAL DESCRIPTIONS, CORE DESCRIPTIONS, FIRE-RESISTANCE RATING, TEMPERATURE-RISE RATINGS, 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 DOORS A. 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 INCH (19 MM) EXTERIOR GRADE SOLID WOOD CORE MADE WITH ADHESIVES AND COMPOSITE WOOD PRODUCTS THAT DO NOT CONTAIN UREA FORMALDEHYDE. 1. VERTICAL EDGES FOR DOUBLE-ACTING DOORS: ROUND VERTICAL EDGES WITH 2-1/8 INCH (54 MM) RADIUS. 2. TOP AND BOTTOM EDGES: CLOSED WITH FLUSH OR INVERTED 0.042 INCH (1.0 MM) THICK, END CLOSURES OR CHANNELS 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 MODEL AND 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 (0.8 MM) THICK. B. LOOSE STOPS FOR GLAZED LITES IN FRAMES: MINIMUM 0.032 INCH (0.8 MM) 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 BY PRIMER 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 08345

SECTION 092900 - GYPSUM BOARD 1.1 SUMMARY A. INTERIOR GYPSUM BOARD. B. TILE BACKING PANELS. 1.2 SUBMITTALS A. 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 INDICATED AND ON SAME BACKING INDICATED FOR WORK. 1.3 MATERIALS A. 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 RECOGNIZED STANDARD USING VALENT TESTING METHODOLOGIES AND VOC THRESHOLDS. 2. TYPE X: a. THICKNESS: 5/8 INCH (15.9 MM). b. LONG EDGES: TAPERED. 3. MOISTURE- AND MOLD-RESISTANT TYPE: WITH MOISTURE- AND MOLD-RESISTANT CORE AND SURFACES. a. CORE: 5/8 INCH (15.9 MM), TYPE X. b. LONG EDGES: TAPERED. c. MOLD RESISTANCE: ASTM D 3273, SCORE OF 10 AS RATED ACCORDING TO ASTM D 3274. B. TILE-BACKING PANELS: 1. GLASS-MAT, WATER-RESISTANT BACKING BOARD: ASTM C 1178/C 1178M, WITH MANUFACTURER'S STANDARD EDGES. a. MUST BE CERTIFIED AS LOW EMITTING. CERTIFICATION MUST BE BASED UPON THE CALIFORNIA DEPARTMENT 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 RECOGNIZED STANDARD USING EQUIVALENT TESTING METHODOLOGIES AND VOC THRESHOLDS. b. CORE: 5/8 INCH (15.9 MM), TYPE X. c. MOLD RESISTANCE: ASTM D 3273, SCORE OF 10 AS RATED ACCORDING TO ASTM D 3274. 2. CEMENTITIOUS BACKER UNITS: ANSI A118.9 AND ASTM C 1288 OR 1325, WITH MANUFACTURER'S STANDARD EDGES. a. THICKNESS: [1/4 INCH (6.4 MM)] [AS INDICATED]. b. MOLD RESISTANCE: ASTM D 3273, SCORE OF 10 AS RATED ACCORDING TO ASTM D 3274. C. TRIM ACCESSORIES: a. INTERIOR: CORNERBEAD. END OF SECTION 092900

SECTION 095113 - ACOUSTICAL PANEL CEILINGS 1.1 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 (300 MM) LONG SAMPLES OF EACH TYPE, FINISH, AND COLOR. D. QUALIFICATION DATA: FOR TESTING AGENCY. E. FIELD QUALITY-CONTROL TEST REPORTS. F. PRODUCT TEST REPORTS: BASED ON EVALUATION OF COMPREHENSIVE TESTS PERFORMED BY A QUALIFIED TESTING AGENCY, FOR EACH ACOUSTICAL PANEL CEILING. G. MAINTENANCE DATA: FOR FINISHES TO INCLUDE IN MAINTENANCE MANUALS. 1.3 QUALITY ASSURANCE A. ACOUSTICAL PANEL QUALITY STANDARD: ASTM E 1264. B. METAL SUSPENSION SYSTEM QUALITY STANDARD: ASTM C 635. 1.4 MATERIALS A. 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 VOLATILE ORGANIC 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 WASHABLE 1. CLASSIFICATION: TYPE IV, MINERAL BASE WITH MEMBRANE-FACED OVERLAY; FORM 2, WATER FELTED; WITH VINYL OVERLAY ON FACE; PATTERN G (SMOOTH). 2. COLOR: AS INDICATED ON DRAWINGS. 3. THICKNESS: 5/8 INCH (15 MM). 4. MODULAR SIZE: 24 BY 48 INCHES (610 BY 1220 MM). 5. BROAD SPECTRUM ANTIMICROBIAL FUNGICIDE AND BACTERICIDE TREATMENT: PROVIDE ACOUSTICAL TILES TREATED WITH MANUFACTURER'S STANDARD ANTIMICROBIAL FORMULATION THAT INHIBITS FUNGUS, MOLD, MILDEW, AND GRAM-POSITIVE AND GRAM-NEGATIVE BACTERIA AND SHOWING 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; PATTERN E (LIGHTLY TEXTURED). 2. COLOR: AS INDICATED ON DRAWINGS. 3. THICKNESS: 5/8 INCH (15 MM). 4. MODULAR SIZE: 24 BY 48 INCHES (610 BY 1220 MM). 5. BROAD SPECTRUM ANTIMICROBIAL FUNGICIDE AND BACTERICIDE TREATMENT: PROVIDE ACOUSTICAL TILES TREATED WITH MANUFACTURER'S STANDARD ANTIMICROBIAL FORMULATION THAT INHIBITS FUNGUS, MOLD, MILDEW, AND GRAM-POSITIVE AND GRAM-NEGATIVE BACTERIA AND SHOWING NO MOLD, MILDEW, OR BACTERIAL GROWTH WHEN TESTED ACCORDING TO ASTM D 3273 AND EVALUATED ACCORDING TO ASTM D 3274 OR ASTM G 21. D. ACOUSTICAL CEILING PANELS PERFORATED: 1. CLASSIFICATION: TYPE III, MINERAL BASE WITH PAINTED FINISH; FORM 2, WATER FELTED; PATTERN CE (PERFORATED, SMALL HOLES AND LIGHTLY TEXTURED). 2. COLOR: AS INDICATED ON DRAWINGS. 3. THICKNESS: 3/4 INCH (15 MM). 4. MODULAR SIZE: 24 BY 48 INCHES (610 BY 1220 MM). 5. BROAD SPECTRUM ANTIMICROBIAL FUNGICIDE AND BACTERICIDE TREATMENT: PROVIDE ACOUSTICAL TILES TREATED WITH MANUFACTURER'S STANDARD ANTIMICROBIAL FORMULATION THAT INHIBITS FUNGUS, MOLD, MILDEW, AND GRAM-POSITIVE AND GRAM-NEGATIVE BACTERIA AND SHOWING 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] [UBC STANDARD 25-2]. 1.6 FIELD QUALITY CONTROL A. TESTING: BY [OWNER] [CONTRACTOR]-ENGAGED AGENCY TO TEST ACOUSTICAL PANEL CEILING HANGER FASTENERS. END OF SECTION 095113

R C 2011 STARBUCKS COFFEE COMPANY

ARCHITECT OF RECORD

10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125 p. 206.547.1940 | f. 206.547.8212 www.kdw.net

LICENSED ARCHITECT AR-984726

DOUGLAS A. DIEL STATE OF IDAHO

STORE #:

11259

PROJECT #:

35028-017

KDW Salas O'Brien Project #: 140189

SECTION 079200 - JOINT SEALANTS 1.1 MATERIALS A. 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. B. SUITABILITY FOR CONTACT WITH FOOD: WHERE SEALANTS ARE INDICATED FOR JOINTS THAT WILL 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 POLYUREA SEALANT ES-5. 6. MULTICOMPONENT NONSAG POLYUREA FILLER ES-6. D. LATEX SEALANT LS-1: COMPLY WITH ASTM C 834, TYPE P, GRADE NF. E. JOINT-SEALANT BACKING: 1.2 JOINT-SEALANT SCHEDULE A. JOINT-SEALANT APPLICATION JS-1: EXTERIOR HORIZONTAL NONTRAFFIC AND TRAFFIC ISOLATION AND CONTRACTION 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 DOORS AND 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, AND ISOLATION 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 FRAMES OF INTERIOR DOORS, WINDOWS. 1. JOINT SEALANT: ES-3. I. JOINT-SEALANT APPLICATION JS-9: HVAC JOINTS. 1. JOINT SEALANT: ES-2. 2. JOINT-SEALANT COLOR: ALUMINUM. J. JOINT-SEALANT APPLICATION JS-10: NON-POROUS MATERIAL TO NON-POROUS MATERIAL. 1. JOINT SEALANT: ES-4. 2. JOINT-SEALANT COLOR: CLEAR. END OF SECTION 079200

477100 NORTH HIGHWAY 95 PONDERAY, ID 83852 COUNTY: BONNER

FINISHES (CONTINUED)

PROJECT ADDRESS:

FINISHES

SCHWEITZER CROSSING

DOORS AND WINDOWS (CONTINUED)

PROJECT NAME:

THERMAL AND MOISTURE PROTECTION (CONT)

MCS CASEWORK CONCEPT: ISSUE DATE: 01/20/2015 RENARD MUN DESIGN MANAGER: LEED R AP: PRODUCTION DESIGNER: CHECKED BY:

Rev

Date

Revision Schedule By Description

SHEET TITLE:

DESIGN SPECIFICATIONS SCALE: AS SHOWN SHEET NUMBER:

G-0012

FINISHES (CONTINUED)

SECTION 096400 - WOOD FLOORING 1.1 SUMMARY [FACTORY-] [FIELD-]FINISHED WOOD FLOORING. A. 1.2 PERFORMANCE REQUIREMENTS A. FLOORSCORE COMPLIANCE: COMPOSITE WOOD FLOORS SHALL COMPLY WITH REQUIREMENTS OF FLOORSCORE STANDARD. 1.3 MATERIALS A. ACCESSORIES: 1. WOOD FLOORING ADHESIVE: VOC LIMITS: 100 G/L. END OF SECTION 096400

SECTION 09930 - WOOD STAINS AND TRANSPARENT FINISHES 1.1 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 GLOSS OF FINISH INDICATED. 1.3 QUALITY ASSURANCE A. 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 SCHEDULE A. 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 SCHEDULE A. SEMITRANSPARENT STAIN SYSTEM: 1. PRIME COAT: STAIN, SEMI-TRANSPARENT, MATCHING TOPCOAT. 2. TOPCOAT: STAIN, SEMI-TRANSPARENT, FOR INTERIOR WOOD. B. WATER-BASED VARNISH SYSTEM: a. PRIME COAT: WATER-BASED VARNISH MATCHING TOPCOAT. b. INTERMEDIATE COAT: WATER-BASED VARNISH MATCHING TOPCOAT. c. TOPCOAT: VARNISH, WATER BASED, CLEAR. C. WATER-BASED FIRE RETARDANT SYSTEM: a. TOPCOAT: FIRE RETARDANT COATING, CLEAR. 1. CLASS A FLAME SPREAD AND SMOKE-DEVELOPED INDEX PER ASTM E 84. END OF SECTION 09930

SECTION 096516 - RESILIENT SHEET FLOORING 1.1 PRODUCTS A. FLOORING SYSTEM: FLOORSCORE COMPLIANCE. B. VINYL SHEET FLOORING: 1. BACKING: NONE, UNBACKED [NONFOAMED PLASTIC] [FOAMED PLASTIC]. 2. SEAMLESS-INSTALLATION METHOD: HEAT WELDED. C. RUBBER SHEET FLOORING: 1. BACKING: NONE, UNBACKED. 2. SEAMLESS-INSTALLATION METHOD: HEAT WELDED. D. INSTALLATION MATERIALS: E. TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX-MODIFIED, PORTLAND CEMENT BASED OR BLENDED HYDRAULIC-CEMENT-BASED FORMULATION PROVIDED OR APPROVED BY RESILIENT SHEET FLOORING MANUFACTURER FOR APPLICATIONS INDICATED. F. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY FLOORING AND ADHESIVE MANUFACTURERS TO SUIT RESILIENT SHEET FLOORING AND SUBSTRATE CONDITIONS INDICATED. 1. VINYL SHEET ADHESIVES SHALL HAVE A VOC CONTENT OF 50 G/L OR LESS. 2. RUBBER SHEET ADHESIVES SHALL HAVE A VOC CONTENT OF 60 G/L OR LESS. G. INTEGRAL-FLASH-COVE-BASE ACCESSORIES: 1. COVE STRIP: 1 INCH (25 MM) RADIUS PROVIDED OR APPROVED BY RESILIENT SHEET FLOORING MANUFACTURER. 2. CAP STRIP: [SQUARE METAL, VINYL, OR RUBBER CAP] [TAPERED VINYL CAP] <INSERT REQUIREMENTS> PROVIDED OR APPROVED BY RESILIENT SHEET FLOORING MANUFACTURER. 3. FLOOR POLISH: PROVIDE PROTECTIVE, LIQUID FLOOR-POLISH PRODUCTS RECOMMENDED BY RESILIENT SHEET FLOORING MANUFACTURER. END OF SECTION 096516

R C 2011 STARBUCKS COFFEE COMPANY

ARCHITECT OF RECORD SECTION 097200 - WALL COVERINGS 1.1 SUMMARY A. VINYL AND WOVEN GLASS-FIBER WALL COVERING. 1.2 MATERIALS A. ADHESIVE: MILDEW-RESISTANT, NONSTAINING, STRIPPABLE ADHESIVE, FOR USE WITH SPECIFIC WALL COVERING AND SUBSTRATE APPLICATION, AS RECOMMENDED IN WRITING BY WALL-COVERING MANUFACTURER, AND WITH A VOC CONTENT OF 50 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). 1.3 INSTALLATION A. INSTALL STRIPS IN SAME ORDER AS CUT FROM ROLL. END OF SECTION 097200

10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125 p. 206.547.1940 | f. 206.547.8212 www.kdw.net

LICENSED ARCHITECT

2/23/2015 1:56:30 PM

DOUGLAS A. DIEL

STORE #:

11259

PROJECT #:

35028-017

KDW Salas O'Brien Project #: 140189

477100 NORTH HIGHWAY 95 PONDERAY, ID 83852 COUNTY: BONNER

PROJECT ADDRESS:

SCHWEITZER CROSSING

STATE OF IDAHO

PROJECT NAME:

C:\Users\taylor.hawley\Documents\#11259 Schweitzer Crossing_taylor.hawley.rvt

AR-984726

SECTION 099123 - INTERIOR PAINTING 1.1 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. 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. DRY-FOG COATINGS: 400 G/L. 4. PRIMERS, SEALERS, AND UNDERCOATERS: 200 G/L. 5. ANTICORROSIVE AND ANTIRUST PAINTS APPLIED TO FERROUS METALS: 250 G/L. 6. ZINC-RICH INDUSTRIAL MAINTENANCE PRIMERS: 340 G/L. 7. PRETREATMENT WASH PRIMERS: 420 G/L. 8. FLOOR COATINGS: 100 G/L. 9. SHELLACS, CLEAR: 730 G/L. 10. SHELLACS, PIGMENTED: 550 G/L. 1.5 INTERIOR PAINTING SCHEDULE A. STEEL SUBSTRATES: 1. INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM: a. PRIME COAT: PRIMER, RUST-INHIBITIVE, WATER BASED. b. TOPCOAT: INSTITUTIONAL LOW-ODOR/VOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). B. GALVANIZED-METAL SUBSTRATES: 1. INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM: a. PRIME COAT: PRIMER, GALVANIZED, WATER BASED. b. TOPCOAT: LATEX, INTERIOR, INSTITUTIONAL LOW ODOR/VOC, (GLOSS LEVEL AS INDICATED IN 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: 1. INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM: a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER. b. TOPCOAT: INSTITUTIONAL LOW-ODOR/VOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). E. HIGH-IMPACT GYPSUM BOARD SUBSTRATES: 1. HIGH-PERFORMANCE ARCHITECTURAL LATEX SYSTEM: a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER. b. TOPCOAT: INSTITUTIONAL LOW-ODOR/VOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). F. PLASTER SUBSTRATES: 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: 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). END OF SECTION 099123

MCS CASEWORK CONCEPT: ISSUE DATE: 01/20/2015 RENARD MUN DESIGN MANAGER: LEED R AP: PRODUCTION DESIGNER: CHECKED BY:

Rev

Date

Revision Schedule By Description

SHEET TITLE:

DESIGN SPECIFICATIONS SCALE: AS SHOWN SHEET NUMBER:

G-0013

ARCHITECTURAL SITE PLAN NOTES A. REFER TO EXTERIOR ELEVATIONS FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS. B. LANDSCAPING TO BE PROVIDED PER ZONING CODE AND LEED REQUIREMENTS. C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION, AND MONITORS COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICAL SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS.

R C 2011 STARBUCKS COFFEE COMPANY

STARBUCKS COFFEE COMPANY

D. GENERAL CONTRATOR IS RESPONSIBLE FOR PROVIDING SITE WORK, INCLUDING NEW BOLLARDS, FOOTING AND CONDUIT FOR DRIVE-THRU SIGNAGE. COORDINATE WITH STARBUCKS CONSTRUCTION MANAGER.

2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575

E. ALL PARKING AND DRIVE-THRU STRIPING TO BE PROVIDED BY GENERAL CONTRATOR. F. TRASH ENCLOSURE TO BE LOCKABLE USING STEEL GATES OR CHAIN TO BE PROVIDED BY LANDLORD. G. LANDLORD TO PROVIDE 6" (150MM) THICK CONCRETE PAVING THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TO INCLUDE DRIVE-THRU WINDOW STANDING PAD. H. GENERAL CONTRACTOR TO APPLY CONCRETE SEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES. I. GENERAL CONTRACTOR TO VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO STARTING WORK.

SHEET NOTES 1. NEW EXTERIOR FURNITURE AND UMBRELLAS. REF FF & E PLAN. COORDINATE WITH LANDSCAPING.

2' - 10 3/4"

TRASH ENCLOSURE 8

S 14091

7 S 14103

4. INSTALL NEW DTE CLEARANCE BAR AS INDICATED. 7 A-5001

11 Y 14095

ARCHITECT OF RECORD

3. INSTALL NEW VEHICLE DETECTOR LOOP PER ELECTRICAL.

9' -

/4"

3' - 0"

10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125

5. INSTALL NEW 3 PANEL DTE MENU DTE ORDER POINT CANOPY AND DIGITAL ORDER SCREEN AS INDICATED.

p. 206.547.1940 | f. 206.547.8212 www.kdw.net

/4"

6. INSTALL NEW PRE-MENU AS INDICATED. 43 5' -

7. LANDLORD TO INSTALL BOLLARDS AS SHOWN.

3' - 5 3/4"

8. TRASH ENCLOSURE PROVIDED BY LANDLORD UNDER SEPARATE PERMIT.

LICENSED ARCHITECT

9. ACCESSIBLE PARKING SIGNAGE PROVIDED BY LANDLORD. 10. PROVIDE LOGO GRAPHIC AT LANDLORD PROVIDED SHARED PYLON SIGN (UNDER SEPARATE PERMIT)

ADJACENT TENANT SPACE

11. DRIVE LANE PAVEMENT GRAPHICS.

3 A-5002

12. DEMO CONCRET PANELS AS NECESSARY TO INSTALL ORDER POINT EQUIPMENT, 5 PANEL SIGN AND BOLLARD. PROVIDE CONCRETE SIDEWALK PANELS AFTER EQUIPMENT IS INSTALLED. MATCH EXISTING CONTROL JOINTS IN ADJACENT CONCRETE.

19' - 0"

2/23/2015 1:56:14 PM

8' - 0" 8' - 0" 8' - 0"

STARBUCKS

6 Y 14120 EQ.EQ.

Y 14163

11 Y 14101

Y 14119

12 7

4 Y 14106

Y 14093

13 16' - 0" 6 A-5001

3 A-2001

29' - 6 3/4"

12 A-5001 Y 14103

4 A-5002

1 A-5001

7 Landscape

A A-5003

46' - 6 1/2"

STORE #:

11259

PROJECT #:

35028-017

MCS CASEWORK CONCEPT: ISSUE DATE: 01/20/2015 RENARD MUN DESIGN MANAGER: LEED R AP: PRODUCTION DESIGNER: CHECKED BY:

A-2001

7 S 14103

Rev

SCHWEITZER CUTOFF RD 1

EXISTING SITE PLAN Scale:

1" = 20'-0"

Date

Revision Schedule By Description

SHEET TITLE:

ARCHITECTURAL SITE PLAN SCALE: AS SHOWN 0

16'

SHEET NUMBER:

Scale: 1/8" = 1'-0"

A-1001

KDW Salas O'Brien Project #: 140189

PROJECT ADDRESS:

ADJACENT TENANT SPACE

SCHWEITZER CROSSING

13. PROVIDE 16'-0" CONCRETE PAVING AT ORDER POINT. CENTER CONCRETE ON ORDER POINT EQUIPMENT.

5 A-5001 3 A-5001

STATE OF IDAHO

A-2001 1

DOUGLAS A. DIEL

PROJECT NAME:

EXISTING PARKING

ADJACENT TENANT SPACE

U.S. HIGHWAY 95

C:\Users\taylor.hawley\Documents\#11259 Schweitzer Crossing_taylor.hawley.rvt

EXISTING PARKING

AR-984726

477100 NORTH HIGHWAY 95 PONDERAY, ID 83852 COUNTY: BONNER

3' - 5 1/4"

2 S 14104

STARBUCKS TEMPLATE VERSION i2014.10.20

2. INSTALL NEW ILLUMINATED DTE DIRECTIONAL SIGN WITH 2 BOLLARDS TO PROTECT EACH SIDE. (SIGN UNDER SEPARATE PERMIT), SEE ELECTRICAL.

47Â°

2 A-5001 3 A-5001

SHEET NOTES 1. NEW MECHANICAL UNIT. COORDINATE WITH STRUCTURAL & MECHANICAL. 2. NEW EXHAUST FAN. COORDINATE WITH MECHANICAL AND STRUCTURAL.

R C 2011 STARBUCKS COFFEE COMPANY

EXISTING ROOF ACCESS HATCH SL OP E

STARBUCKS TEMPLATE VERSION i2014.10.20

ARCHITECT OF RECORD

10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125 p. 206.547.1940 | f. 206.547.8212 www.kdw.net

EXISTING EXISTING ROOF DRAIN

LICENSED ARCHITECT AR-984726

2 DOUGLAS A. DIEL STATE OF IDAHO

STORE #:

11259

PROJECT #:

35028-017

MCS CASEWORK CONCEPT: ISSUE DATE: 01/20/2015 RENARD MUN DESIGN MANAGER: LEED R AP: PRODUCTION DESIGNER: CHECKED BY:

Rev

Date

Revision Schedule By Description

2/23/2015 1:56:15 PM

EXISTING AWNING BELOW SHEET TITLE:

ROOF PLAN 1

ROOF PLAN Scale:

1/4" = 1'-0"

SCALE: AS SHOWN SHEET NUMBER:

A-1002

KDW Salas O'Brien Project #: 140189

477100 NORTH HIGHWAY 95 PONDERAY, ID 83852 COUNTY: BONNER

NEW BY GENERAL CONTRACTOR

SLO PE

SLOPE

PROJECT NAME:

SL O

PROJECT ADDRESS:

EXISTING

SCHWEITZER CROSSING

C:\Users\taylor.hawley\Documents\#11259 Schweitzer Crossing_taylor.hawley.rvt

EQUIPMENT LIST

4 5 6 7 8 9 13 15 16 17 19 21 24 28 30 36 37 38 42 45 46 50

MANUFACTURER THERMOPLAN SPOKANE STAINLESS PRODUCTS ZURN

MODEL # MASTRENA SB-M CUSTOM Z826F1-XL-MYCS

INSINKERATOR CHICAGO FAUCETS

C1300 333-665PSHABCP

CHG - COMPONENT HARDWARE GROUP ELKAY ELKAY VOLLRATH GRINDMASTER METTLER TOLEDO BUNN-O-MATIC BUNN VITAMIX ZURN ZURN SYNSOR ZURN ZURN AMERICAN SPECIALTIES ELKAY STRUCTURAL CONCEPTS EPSON IBM TRUE

KL26-5012-SP CUSTOM CUSTOM 3024-7 890-TS STAR Viva Star 33500.0015 1SH Server Stand THE QUIET ONE 036027 Z826F1-XL-MYCS Z-825F1-XL CUSTOM FD2375-NH3 Z7440-XL-FC 0332 V340 OASIS SB5766.3923A TM-L90 4695 TG1R-1S-STAR257005

# 52 55 58 59 61 62 63 64 67

NEW OR EXISTING NEW NEW NEW NEW NEW NEW NEW NEW NEW

69 72

NEW NEW

74 75 76 77 78

NEW NEW NEW NEW NEW

81 82 83 84 85 86 87 88

NEW NEW NEW NEW NEW NEW NEW NEW

ITEM NAME REFRIGERATOR - REACH IN - 2 DOOR REFRIGERATOR - UNDERCOUNTER - 1 DOOR REFRIGERATOR - UNDERCOUNTER - 2 DOOR WALK IN COOLING BOX WALL MOUNTED HAND SINK SST WALL MOUNTED LAVATORY WALL MOUNTED PAPER TOWEL DISPENSER WALL MOUNTED SOAP DISPENSER WORK SINK - DOUBLE LABORATORY FAUCET w/ BENT RISER SOUT WORKROOM - 3 COMPARTMENT SST SINK 93in WORKROOM - DISHWASHER / SANITIZER UNDERCOUNTER WORKROOM - EMPLOYEE STORAGE LOCKER WORKROOM - ICE MACHINE & 590 LB ICE BIN WORKROOM - MOP SINK - 24" x 24" WORKROOM - MOP SINK FAUCET w/ VACUUM BREAKER WORKROOM - WALL MOUNT PRE-RINSE ASSEMBLY W/FAUCET WORKROOM - WIRE SHELVING & POSTS WORKROOM - ROLLING PASTRY TRAY RACK WIRE-SHELVING POSTS-CO2 KIT MOBILE CUP DISPENSER CADDY TRASH/RECYCLE BINS WARMING - NGO OVEN TURBOCHEF 11/NGO STORAGE WIRE SHELF GRID AT SINK FILTER RO SYSTEM 600GPD

MANUFACTURER TRUE DELFIELD DELFIELD INTERNATIONAL COLD STORAGE ELKAY KOHLER GEORGIA PACIFIC AMERICAN SPECIALTIES ZURN

MODEL # TG2R-2S-STAR247028 406 STAR 4 UC4048 CUSTOM EHS-14-WB K-2005 56650/01 0342 Z826S1-XL

SPOKANE STAINLESS PRODUCTS HOBART

3C16x20-2-18 LXiH DISHMACHINE

STEINER SYSTEM ICE-O-MATIC ZURN ZURN ENCORE

10 BAY LOCKER ICE0500HA, B55-PS Z-1996-24 Z842M1-RC-CS KL53-1000-BLF

ISS SHELVING ISS SHELVING STORAGE PRODUCTS GROUP

WST966, PZ86 Chrome STBK524MZ WST1711C

FLOORS CAFE: BAR: WORKROOM: RESTROOM:

STAINED & SEALED CONCRETE w/ CERAMIC TILE BASE STAINED & SEALED CONCRETE w/ CERAMIC TILE BASE SEALED CONCRETE w/ CERAMIC TILE BASE STAINED & SEALED CONCRETE w/ CERAMIC TILE BASE

WALLS CAFE: BAR: WORKROOM: RESTROOMS:

PAINTED GWB, VINYL WALL COVERING CERAMIC TILE FRP CERAMIC TILE R

OTHER CAFE: BAR: WORKROOM:

SOLID SURFACE AND SEALED HARD WOOD COUNTERS STAINLESS STEEL AND SOLID SURFACE COUNTERS STAINLESS STEEL SHELVING

CEILINGS CAFE: BAR: WORKROOM: RESTROOMS:

PAINTED SUSPENDED ACT / EXPOSED STRUCTURE SUSPENDED CEILING PANELS / PAINTED GWB VINYL FACED SUSPENDED ACT PAINTED GWB

C 2011 STARBUCKS COFFEE COMPANY

STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575

INTERIOR SEATS EXTERIOR SEATS

32 24

TOTAL SEATS

STARBUCKS TEMPLATE VERSION i2014.10.20

PLUMBING NOTES TURBOCHEF ISS SHELVING EVERPURE

011005333 / i1-9500-20 STBKWT 2 EV9970-46

NEW UTENSIL RINSE SINKS, NEW ICE BINS AND NEW BAR SINKS ARE TO BE INDIRECTLY PLUMBED WITH AN AIR GAP TO NEW OR EXISTING FLOOR SINKS.

SEAT COUNT 37 63

ARCHITECT OF RECORD

WOMEN

WORKROOM

64 61 63

10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125

VESTIBULE

30 75 72

MEN

p. 206.547.1940 | f. 206.547.8212 www.kdw.net

LICENSED ARCHITECT

9 63 62 55 45

3 C 0x FL LE 48 SP O AR AC OR E

DOUGLAS A. DIEL STATE OF IDAHO

BACKBAR 13 30

15 67

2/23/2015 1:56:18 PM

C:\Users\taylor.hawley\Documents\#11259 Schweitzer Crossing_taylor.hawley.rvt

9 2

CAFE SEATING

SALES

6 4 3

30 17

5 55

7 1

3 5

2 30

4 28

PROJECT NAME:

8 3 C 0x FL LE 48 SP O AR AC OR E

36 37

30 55

24 30

PROJECT ADDRESS:

30x48 CLEAR FLOOR SPACE

SCHWEITZER CROSSING

AR-984726

STORE #:

11259

PROJECT #:

35028-017

MCS CASEWORK CONCEPT: ISSUE DATE: 01/20/2015 RENARD MUN DESIGN MANAGER: LEED R AP: PRODUCTION DESIGNER: CHECKED BY:

Rev

Date

Revision Schedule By Description

SHEET TITLE:

HEALTH DEPARTMENT PLAN SCALE: AS SHOWN 0

HEALTH DEPARTMENT PLAN Scale:

1/4" = 1'-0"

2' Scale: 1/4" = 1'-0"

SHEET NUMBER:

A-1102

KDW Salas O'Brien Project #: 140189

1 2 3

NEW OR EXISTING ITEM NAME EXST BAR - ESPRESSO MACHINE NEW BAR - ICE BIN - 45 LB NEW BAR - UTILITY RINSE SINK - DOUBLE LABORATORY FAUCET w/ SWING SPOUT NEW BAR - UTILITY RINSE SINK - HOT WATER DISPENSER NEW BAR - UTILITY RINSE SINK - METERING FAUCET DIPPERWELL NEW BAR - UTILITY RINSE SINK - WATER TOWER FAUCET NEW BAR - UTILITY RINSE SINK - RH NEW BAR - UTILITY RINSE SINK - LH NEW BREW - BACKBAR TRASH DROP NEW BREW - COFFEE GRINDER NEW BREW- DIGITAL SCALE NEW BREW - DUAL SOFT HEAT BREWER NEW BREW - SOFT HEAT SINGLE WARMING STAND NEW CBS - BLENDER - ON COUNTER NEW CBS - DOUBLE LABORATORY FAUCET w/ SWING SPOUT NEW CBS - SINGLE LABORATORY FAUCET w/ SWING SPOUT NEW CONDIMENT CART & TRASH DROP NEW FLOOR SINK 12x12 NEW HAND SINK - FAUCET SINGLE HANDLE NEW HAND SINK - LAVATORY MOUNTED SOAP DISPENSER NEW HAND SINK - STAINLESS STEEL w/ 8" SPLASH GUARDS NEW PASTRY CASE w/ SELF SERVE - 'A' NEW POS - CUP LABELER NEW POS TERMINAL - CASH REGISTER NEW REFRIGERATOR - REACH IN - 1 DOOR RH

477100 NORTH HIGHWAY 95 PONDERAY, ID 83852 COUNTY: BONNER

FINISH NOTES

EQUIPMENT LIST

SHEET NOTES

EXTERIOR ELEVATION NOTES

1. NEW EXTERIOR FURNITURE, SEE FF&E PLAN. 2 S 11415 2. NEW 12" ILLUMINATED RACEWAY WORDMARK SIGN WITH WHITE LETTERING (UNDER SEPARATE PERMIT) 3. NEW 60" DIAMETER ILLUMINATED LOGO DISC SIGN (UNDER SEPARATE PERMIT) 4. NEW ILLUMINATED DRIVE-THRU SIGN (UNDER SEPARATE PERMIT) 5. NEW STAINLESS STEEL DRIVE THRU WINDOW SHELF. 6. DRIVE THRU WINDOW BY LL.

TO TOP OF GLAZING BEYOND

8. CLEARANCE BAR. 9. MENU BOARD.

10. PRE-MENU. 11. ORDER SPEAKER.

E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT AND LANDLORD APPROVAL.

12. ARROW DIRECTIONAL SIGN. 13. NEW 48" DIAMETER ILLUMINATED LOGO DISC SIGN (UNDER SEPARATE PERMIT). 14. PROVIDE 3" HIGH BLACK ACRYLIC STORE ADDRESS ON GLAZING.

5' - 0"

6' - 4" VIF

15. REMOVE PUSH & PULL HARDWARE AND PREP FOR WINDOW FILM.

5' - 0"

16. STAR PATTERN WINDOW FILM ON EXTERIOR STOREFRONT GLAZING AS INDICATED, SEE SCHEDULES.

BUILDING ELEVATION - WEST Scale:

B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS, AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE.

D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO STARBUCKS DESIGNER FOR APPROVAL.

100 14' - 6"

10' - 8" VIF

R C 2011 STARBUCKS COFFEE COMPANY

STARBUCKS COFFEE COMPANY

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

7. EXTERIOR DOOR BY L.L.

G x0014

A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION.

F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO STARBUCKS CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH STARBUCKS ARCHITECTURAL DRAWINGS. G. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR AS REQUIRED.

2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2014.10.20

1/4" = 1'-0"

ARCHITECT OF RECORD 37' - 4"

28' - 0" 28' - 0"

6' - 0"

S 13164

S 14099

10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125 p. 206.547.1940 | f. 206.547.8212 www.kdw.net

LICENSED ARCHITECT

DOUGLAS A. DIEL STATE OF IDAHO

15' - 5"

10 S 14120

16' - 10 1/2"

AR-984726

1/4" = 1'-0"

13 S 13163

STORE #:

11259

PROJECT #:

35028-017

MCS CASEWORK CONCEPT: ISSUE DATE: 01/20/2015 RENARD MUN DESIGN MANAGER: LEED R AP: PRODUCTION DESIGNER: CHECKED BY:

Rev 12 9

2/23/2015 1:56:23 PM

9' - 11 1/4"

PROJECT NAME:

6' - 1 1/4"

KDW Salas O'Brien Project #: 140189

Scale:

477100 NORTH HIGHWAY 95 PONDERAY, ID 83852 COUNTY: BONNER

BUILDING ELEVATION - SOUTH

PROJECT ADDRESS:

14' - 6"

C:\Users\taylor.hawley\Documents\#11259 Schweitzer Crossing_taylor.hawley.rvt

SCHWEITZER CROSSING

Date

Revision Schedule By Description

6 1

SHEET TITLE:

EXTERIOR ELEVATIONS SCALE: AS SHOWN

BUILDING ELEVATION - EAST Scale:

1/4" = 1'-0"

5 Y 10020

8' SHEET NUMBER:

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

A-2001

2' - 1 1/4"

2' - 7"

20째

5 1/4"

12' - 8"

(1) CONDUIT, ROUTE BACK TO ELECTRICAL PANEL

COORDINATE ANCHOR BOLTS WITH SIGNAGE VENDOR.

CONCRETE FOOTING 1 1/2"

1' - 3" SIDE ELEVATION

2. IF ABANDONING EXISTING FOOTING(S) IN PLACE, CUT CONDUIT AND THREADED BOLTS FLUSH TO TOP OF FOOTING.

#3 TIES @ 12" O.C., TYP. #4 VERTICALS (4 EA.)

BEAR ON UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL

A-5001

2' - 0" DIA.

CONDUIT

#4 VERTICALS (4 EA.)

BEAR ON UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL

ABOVE GRADE PORTION OF THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT.

2' - 0" DIA.

BACKSIDE ELEVATION

CUSTOMER ELEVATION

NON ILLUMINATED BOLLARD

FRONT ELEVATION ABOVE GRADE PORTION OF THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT.

CANOPY ABOVE

DTE - 3 PANEL 20 DT MENU BOARD, DIGITAL ORDER SCREEN WITH CANOPY 1/2" = 1'-0"

DTE - DIRECTIONAL SIGN Scale:

1/2" = 1'-0"

DTE - DIRECTIONAL SIGN WITH LOGO - ENTRY Scale:

1/2" = 1'-0"

STARBUCKS TEMPLATE VERSION i2014.10.20

5' - 0" 3"

6" GALVANIZED PIPE

2' - 3"

ARCHITECT OF RECORD 1 1/2" DIA. HOLE FOR ELECTRICAL CONDUIT

3 #3 HORIZONTAL BAR TIES

2' - 3"

42째

10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125

2' - 0"

3/4" DIA. 12" LONG ANCHOR BOLTS; EMBED 6" MINIMUM. COORDINATE WITH SIGN BASE.

2' - 0"

PLAN VIEW BOLLARD (BELOW GRADE)

4' - 6"

4 #4 VERTICAL BARS

SECTION VIEW AT ANCHOR DETAIL

3" 1/2" = 1'-0"

Scale:

1/2" = 1'-0"

Scale:

FINISHED GRADEe

1 1/2"

1' - 1"

FRONT ELEVATION

PRE-MENU ELEVATIONS Scale:

1/2" = 1'-0"

. 6' - 0"

#3 TIES @ 12" O.C.

(4) #7 VERTICAL BARS

3/4" CONDUIT FOR 120V AC (CENTER IN FOOTING)

PLAN

SIDE ELEVATION

35028-017

MCS CASEWORK CONCEPT: ISSUE DATE: 01/20/2015 RENARD MUN DESIGN MANAGER: LEED R AP: PRODUCTION DESIGNER: CHECKED BY:

1/2" = 1'-0"

Date

Revision Schedule By Description

2. CONCRETE RESISTANCE 3600 PSI AFTER 28 DAYS.

SHEET TITLE:

3. THE GROUND MUST NOT BE ALTERED AND MUST BE WELL DRAINED.

SITE & EXTERIOR DETAILS

4. EXPECTED LATERAL BEARING CAPACITY IS 150 PSF/FT

BEAR ON UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL

DT - MENU BOARD & PRE-MENU BOARD FOOTING Scale:

PROJECT #:

1. FOOTING DEPTH MAY VARY PER SITE AND SOIL CONDITIONS.

PLAN

1' - 6" DIA

DIAMETER

(4) #7 VERTICAL BARS

11259

NOTES:

#5 VERTICALS (6 EACH)

2' - 0" PLATE DETAIL

DTE - MENU 3 PANEL FREESTANDING

2' - 2"

#3 TIES @ 12" O.C.

STORE #:

Rev

8 3/4"

2' - 1 3/4"

CONCRETE FOOTING

5' - 0" MIN.

6' - 1" 2' - 5 1/4" MOUNTING PLATE

MENU BOTTOM PLATE OUTLINE, COORDINATE MENU BOARD BASE PLATE WITH SIGNAGE VENDOR

#4 @ 12" O.C.

2' - 0"

FINISH GRADE

(3) #3 Ties in top 5" POST PLATE OUTLINE ABOVE

#3 TIES (3 EACH)

DECOR PANEL

FINISHED GRADE

4' - 1" SIGN WITH BASE AND PLATE COVER (BY STARBUCKS)

1 1/2"

#7 REBAR WITH TOP 6" THREADED, LAP PIER VERTICAL REINFORCING 48" MINIMUM.

3/4" DIAMETER x 36" LONG ANCHOR BOLTS (F1554 GRADE 36, 4 EACH)

3' - 0"

3/4" = 1'-0"

1/2" = 1'-0"

ABOVE GRADE PORTION OF THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT.

FREE-STANDING MENU

DTE - ILLUMINATED BOLLARD

Scale:

1/2" = 1'-0"

SPLIT FRAME

DTE DIRECTIONAL ARROW - EXIT

1' - 6"

Scale:

5' - 0"

DT - ARROW SERIES CLEARANCE BAR Scale:

1/2" = 1'-0"

SCALE: AS SHOWN SHEET NUMBER:

A-5001

KDW Salas O'Brien Project #: 140189

3x4x1/4 STEEL TUBE PAINTED BLACK TO MATCH RAL 7021M

4' - 0" MIN.

MAY

EDGE OF CONCRETE CURB

PRE-MENU 30 DEG

VARY BY LOCATION

3" 2' - 0"

20'-0" (6M) TO CENTERLINE OF ORDER CONFIRMATION POST

2x5x3/16 STEEL RECTANGULAR TUBE PAINTED TO MATCH PMS 369 GREEN

477100 NORTH HIGHWAY 95 PONDERAY, ID 83852 COUNTY: BONNER

4' - 6"

5' - 6"

8' - 6" (FIELD VERIFY CLEARANCE)

A-5001

CONCRETE FOOTING SEE ADDITIONAL DETAILS FOR CONSTRUCTION

9' - 9"

A-5001

5' - 9"

EDGE OF CONCRETE CURB

DOUGLAS A. DIEL

8'-6" CLEARANCE 5

3 #3 HORIZONTAL BAR TIES

PLAN VIEW (SEE ABOVE)

1 1/2" = 1'-0"

3" 1' - 0" 3"

4 #4 VERTICAL BARS

Scale:

7' - 6"

OUTLINE OF MENU BOARD ABOVE

3' - 0"

MINIMUM CLEARANCE

1' - 3"

1 1/2"

4' - 6"

NEW NON ILLUMINATED BOLLARD

2' - 3"

AR-984726

STATE OF IDAHO

(1) CONDUIT ROUTE BACK TO ELECTRICAL PANEL 4 A-5001

2' - 3"

LICENSED ARCHITECT

DTE - DIRECTIONAL SIGN - ANCHOR DETAIL

2' - 0"

2' - 10"

42째

C:\Users\taylor.hawley\Documents\#11259 Schweitzer Crossing_taylor.hawley.rvt

DTE DIRECTIONAL ARROW - ENTRY

30째

EARTH/COMPACT FILL

2/23/2015 1:56:25 PM

MENU PANEL PIVOT MINIMUM CLEAR DISTANCE

p. 206.547.1940 | f. 206.547.8212 www.kdw.net

1/2" DIA. 12" LONG ANCHOR BOLTS; EMBED 6" MINIMUM. COORDINATE WITH SIGN BASE.

5"x5"x1/4" SQUARE STEEL POST WITH WELDED STEEL CAP AND TWO BANDS OF 1"WIDE ENG. GRADE SILVER/WHITE REFLECTIVE TAPE.

PROJECT ADDRESS:

Scale:

2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575

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

2' - 0" DIA.

DETECTOR LOOP CENTERED ON DIGITAL ORDER SCREEN 2" (50MM) BELOW FINAL GRADE IN CONDUIT OR SAWCUT.

#3 TIES (3 EA.)

SCHWEITZER CROSSING

EDGE OF CONCRETE CURB

STARBUCKS COFFEE COMPANY

8 A-5001

#3 TIES (3 EA.)

C 2011 STARBUCKS COFFEE COMPANY

PROJECT NAME:

A-5002

COORDINATE ANCHOR BOLTS WITH SIGNAGE VENDOR.

OUTLINE OF DIGITAL ORDER SCREEN

1' - 5 3/4"

4' - 0" MIN.

CONCRETE FOOTING (2)

FINISHED GRADE

A-5001

4" 4' - 0" MIN.

2' - 4 3/4"

8 A-5001

FINISHED GRADE

NOTES: 1. IF UTILIZING EXISTING FOOTING(S) FOR SIGNAGE INSTALLATION, FASTEN TO EXISTING THREADED BOLTS AND PROVIDE CONDUIT AS NOTED. ENSURE BOLTS ARE IN SOUND CONDITION.

1' - 0" MIN. CLR.

1' - 11"

1' - 0"

3' - 2 1/4"

MIN. CLR. AREA

OUTLINE OF MENU BOARD

3' - 10"

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

3' - 10"

MIN. CLR. AREA

SIGN WITH BASE AND PLATE COVER (BY STARBUCKS)

1 1/2"

4' - 11 3/4"

1 1/2"

4' - 0 1/4"

4' - 0" MIN.

2' - 6"

2' - 1 1/4"

R C 2011 STARBUCKS COFFEE COMPANY

STARBUCKS COFFEE COMPANY

8' - 6" 3' - 0"

2' - 0"

3' - 0"

2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575

3" DIGITAL ORDER SCREEN WITH CANOPY (BY STARBUCKS)

CONCRETE CURB FINISHED DRIVE GRADE

EXPOSED CONCRETE FOOTING FINISH GRADE

7' - 9"

1 1/2"

EXPOSED CONCRETE FOOTING CURB

FRONT ELEVATION

3' - 6"

CONCRETE FOOTING

LEFT ELEVATION

3' - 6"

DIGITAL ORDER SCREEN WITH CANOPY (BY STARBUCKS)

RIGHT ELEVATION

STARBUCKS TEMPLATE VERSION i2014.10.20

ARCHITECT OF RECORD

DTE - WAYFINDING GRAPHIC - STAR PATTERN Scale:

10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125

1/2" = 1'-0"

p. 206.547.1940 | f. 206.547.8212 www.kdw.net

LICENSED ARCHITECT AR-984726

DOUGLAS A. DIEL STATE OF IDAHO

1/2" = 1'-0"

2/23/2015 1:56:26 PM

C:\Users\taylor.hawley\Documents\#11259 Schweitzer Crossing_taylor.hawley.rvt

SPEAKER POST

8"-10"

ACCESSIBILITY SIGN CONDUIT FROM INSIDE BUILDING

CURBED RAMP, (SEE ENLARGED DETAIL)

ASPHALT OR CONCRETE

6"-8"

VEHICLE LOOP DETECTOR

PAINTED WALKWAY STRIPES (TO DISCOURAGE PARKING)

LOOP SUPPORTS

PROJECT NAME:

ACCESSIBILITY SYMBOL PAINTED ON PAVEMENT GRAVEL & SAND

36" (915MM)

A-A SECTION CUT

1/2" PVC 2' LONG TUBING.

90 DEGREE ELBOW FOR 1/2" PVC TUBING. 1/2" PVC 3' LONG TUBING. 12" - 18"

LEAD WIRE SLOT

STORE

) MM 5 3 M 24 U " ( INIM 6 9 M

PREFAB (FOLDED) LOOP, 1.5' WIDE BY 5' LONG.

Scale:

1/4" = 1'-0"

PROJECT #:

35028-017

Rev

Date

Revision Schedule By Description

1 A-A

CURB SHEET TITLE: COUPLING FOR 1/2" PVC TUBING. PLAN VIEW

ADA PARKING STALLS

1'-6"

TO SPEAKER POST ) MM 5 M 2 15 U " ( INIM 0 6 M

11259

MCS CASEWORK CONCEPT: ISSUE DATE: 01/20/2015 RENARD MUN DESIGN MANAGER: LEED R AP: PRODUCTION DESIGNER: CHECKED BY:

5'-0"

M) 5M M 3 24 U " ( IM 96 MIN

24 0" (61 00 MM )M INI MU M

STORE #:

SAW-CUT LOOP IN PLACE PRECAST CONCRETE Scale:

1" = 1'-0"

SITE & EXTERIOR DETAILS SCALE: AS SHOWN SHEET NUMBER:

A-5002

KDW Salas O'Brien Project #: 140189

Scale:

477100 NORTH HIGHWAY 95 PONDERAY, ID 83852 COUNTY: BONNER

DTE - DIGITAL ORDER SCREEN WITH CANOPY

PROJECT ADDRESS:

SCHWEITZER CROSSING

PLAN

R C 2011 STARBUCKS COFFEE COMPANY

STARBUCKS COFFEE COMPANY

D. GENERAL CONTRATOR IS RESPONSIBLE FOR PROVIDING SITE WORK, INCLUDING NEW BOLLARDS, FOOTING AND CONDUIT FOR DRIVE-THRU SIGNAGE. COORDINATE WITH STARBUCKS CONSTRUCTION MANAGER.

2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575

SHEET NOTES 1. NEW EXTERIOR FURNITURE AND UMBRELLAS. REF FF & E PLAN. COORDINATE WITH LANDSCAPING.

2. INSTALL NEW ILLUMINATED DTE DIRECTIONAL SIGN WITH 2 BOLLARDS TO PROTECT EACH SIDE. (SIGN UNDER SEPARATE PERMIT), SEE ELECTRICAL.

ARCHITECT OF RECORD

3. INSTALL NEW VEHICLE DETECTOR LOOP PER ELECTRICAL. 4. INSTALL NEW DTE CLEARANCE BAR AS INDICATED. A-2001 1

10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125

5. INSTALL NEW 3 PANEL DTE MENU DTE ORDER POINT CANOPY AND DIGITAL ORDER SCREEN AS INDICATED.

p. 206.547.1940 | f. 206.547.8212 www.kdw.net

6. INSTALL NEW PRE-MENU AS INDICATED.

STARBUCKS 5 A-5001

7. LANDLORD TO INSTALL BOLLARDS AS SHOWN. 8. TRASH ENCLOSURE PROVIDED BY LANDLORD UNDER SEPARATE PERMIT.

LICENSED ARCHITECT

9. ACCESSIBLE PARKING SIGNAGE PROVIDED BY LANDLORD. 2 Y 14120

11. DRIVE LANE PAVEMENT GRAPHICS.

3 A-5001

15 EQ.

EQ.

C:\Users\taylor.hawley\Documents\#11259 Schweitzer Crossing_taylor.hawley.rvt

1 A-5001

15. NEW DESIGN-BUILD CURB AND PLANTING AREA TO BE COORDINATED BY GENERAL CONTRACTOR WITH EXISTING GRADES AND DRAINAGE. PROVIDE INLETS OR CATCH BASINS AS REQUIRED. ENSURE NEW SLOPES PREVENT PONDING IN DRIVE-THRU LANE.

4 A-5002

16' - 0"

12 A-5001

16. NEW EXTERIOR PLANTING AREA. SAW CUT EXISTING PAVING AS REQUIRED. CURB SIZING AND DETAILING TO BE PROVIDED BY GENERAL CONTRACTOR'S DESIGN BUILD CIVIL ENGINEER. DESIGN BUILD CIVIL TO PROVIDE DETAILS RELATED TO CONSTRUCTION, STORMWATER DRAINAGE, SOIL RETENTION AND GRADING. VERIFY DIMENSIONS IN FIELD. DO NOT ENCROACH IN EXISTING PARKING SPACES. GENERAL CONTRACTOR TO VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO STARTING WORK.

29' - 6 3/4"

46' - 6 1/2" 2 A-2001

Y 14103

S 14103

STORE #:

11259

PROJECT #:

35028-017

KDW Salas O'Brien Project #: 140189

14. PROVIDE NEW CIVIL DESIGN-BUILD POURED IN PLACE CONCRETE CURB AT PLANTER. PROVIDE FOR SITE DRAINAGE AS NECESSARY. VERIFY DIMENSIONS IN FIELD. DO NOT ENCROACH ON EXISTING PARKING SPACES.

477100 NORTH HIGHWAY 95 PONDERAY, ID 83852 COUNTY: BONNER

Y 14119

Y 14093

STATE OF IDAHO

13. PROVIDE 16'-0" CONCRETE PAVING AT ORDER POINT. CENTER CONCRETE ON ORDER POINT EQUIPMENT.

Y 14101

6 A-5001

DOUGLAS A. DIEL

PROJECT ADDRESS:

Y 14106

MCS CASEWORK CONCEPT: ISSUE DATE: 01/20/2015 RENARD MUN DESIGN MANAGER: LEED R AP: PRODUCTION DESIGNER: CHECKED BY:

Rev

1 2/23/2015 1:56:28 PM

SCHWEITZER CROSSING

Y 14163

PROJECT NAME:

AR-984726

10. PROVIDE LOGO GRAPHIC AT LANDLORD PROVIDED SHARED PYLON SIGN (UNDER SEPARATE PERMIT)

Date

Revision Schedule By Description

ENLARGED DRIVE THRU SITE PLAN Scale:

1/8" = 1'-0" SHEET TITLE:

ENLARGED DRIVE THRU PLAN 0

4' Scale: 1/8" = 1'-0"

SCALE: AS SHOWN

16'

SHEET NUMBER:

A-5003

MFR

NEW PARTITION WALL TO STRUCTURE

362S125-33 METAL STUDS 12" O.C. TO STRUCTURE WITH 5/8" MOISTURE RESISTANT GYPSUM BOARD ON RESTROOM OR BAR SIDE AND 5/8" TYPE 'X' GWB ON OTHER SIDE. SECURE MOISTURE RESISTANT GYPSUM BOARD TO STUDS WITH DRYWALL SCREWS AT 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. SECURE BOTTOM TRACK TO SLAB WITH 0.145" DIA. POWDER DRIVEN ANCHORS AT 24" O.C. MAX. WITH MIN. 1/2" EMBED, SECURE TOP TRACK TO STRUCTURE AT 12" O.C. 5

APPROX. WIDTH

WORKROOM HAND SINK

125 LBS

3'-0" TO 3'-4"

2'-6" BEHIND SINK

SHELVES ABOVE 3-COMP SINK

200 LBS

5'-8" TO 6'-0"

8'-0" CENTERED ABOVE 3-COMP SINK

SHELVES AND DATA RACK AT MANAGERS DESK

300 LBS

1/2" ACX PLYWOOD

7'-0" CENTERED ABOVE MANAGER'S DESK AND DATA RACK

RESTROOM GRAB BARS

200 LBS

2'-6" TO 3'-0"

5'-0" AROUND WC

RESTROOM HAND SINK

200 LBS

3'-0" TO 3'-4"

2'-6" BEHIND SINK

UPPER STORAGE (CUBBY) CABINETS AT BACKBAR

BLOCKING SPECIFICATION FOR FRENCH CLEAT MOUNTING SYSTEM TO BE DETERMINED BY G.C. BASED ON INFORMATION PROVIDED ON STARBUCKS' AEC WEBSITE.

DRIVE THRU COMMUNICATIONS EQUIPMENT

100 LBS

4'-0" TO 6'-6"

4'-0" BEHIND POS AND BARISTA AT DT WINDOW

DIAPER CHANGING TABLE

250 LBS

3'-4" TO 3'- 11"

2'-10" BEHIND TABLE

MERCH BAYS (STORAGE CABINETS)

300 LBS

5'-8" TO 6'-0"

FULL WIDTH OF WALL

600S125-33 METAL STUDS 16" O.C. WITH 5/8" MOISTURE RESISTANT GYPSUM BOARD ON WORKROOM SIDE OR RESTROOM SIDE AND 5/8" TYPE "X" GWB ON OTHER SIDE TO STRUCTURE ABOVE. SECURE MOISTURE RESISTANT GYPSUM BOARD TO STUDS WITH DRYWALL SCREWS AT 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. SECURE BOTTOM TRACK TO SLAB WITH 0.145" DIA. POWDER DRIVEN ANCHORS AT 24" O.C. MAX. WITH MIN. 1/2" EMBED. SECURE TOP TRACK TO STRUCTURE AT 24" O.C. MAX. SIZE FASTENERS TO NOT PENETRATE ROOF VAPOR BARRIER.

626

SILVER

FINISH: PLASTIC LAMINATE; PRESTIGE WALNUT

I-5003

TYP.

D D

5 I-5003 E

105 D 10086

9 5

7 I-5003

22' - 11 1/4"

5' - 9 1/4"

9' - 9"

3' - 3 1/4"

LICENSED ARCHITECT AR-984726

STATE OF IDAHO

NEW PLUMBING WALL TO STRUCTURE

NEW PARTITION WALL TO STRUCTURE (WITH GYPSUM BOARD ON ONE SIDE ONLY)

EXISTING EXTERIOR WALL FACE

SHEET NOTES 1 2. PROVIDE & INSTALL NEW BLACK OUT FILM ON GLAZING @ RESTROOM WINDOWS ON INTERIOR SIDE BEFORE INSTALLING NEW WALL.

SALES 180 SF

3. NEW STAINLESS STEEL DRIVE THRU SHELF. F

CAFE SEATING 1167 SF

4. PROVIDE HILTI REQUIRED FIRE STOPPING SEALANT AT ALL DIMISING WALL PENETRATIONS TO MAINTAIN 2 HR. FIRE RATING.

101

FLOOR PLAN NOTES 11

C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT ANY WALL ATTACHMENT AND/OR SIGNAGE.

B. IF EXISTING EXTERIOR ENTRANCE THRESHOLD EXCEEDS REQUIRED AMERICAN’S WITH DISABILITY ACT (ADA) MAXIMUM HEIGHT OF 1/2" (10MM), REMOVE AND REPLACE WITH ACCESSIBLE THRESHOLD. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS TO BE BEVELED WITH A SLOPE NO GREATER THAN 1:12.

5 1/4 "

8 I-5002

8 6 3/4"

102

FLOOR PLAN Scale:

1/4" = 1'-0"

DOOR SCHEDULE DOOR NO. STATUS SIZE TYPE HARDWARE 101 102 103 104 105 106

A. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT.

49' -

41 /4"

1 3' - 2"

BACKBAR 315 SF 70' -

PROJECT NAME:

1. ALIGN FINISHED FACE OF WALL TO EXISTING FINISH.

14' - 8 1/2"

2/23/2015 2:43:00 PM

p. 206.547.1940 | f. 206.547.8212 www.kdw.net

4' - 10 1/4"

10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125

NEW PARTITION WALL TO STRUCTURE

362S125-33 METAL STUDS 16" O.C. WITH WITH 5/8" MOISTURE RESISTANT GYPSUM BOARD ON RESTROOM OR BAR SIDE AND 5/8" TYPE 'X' GWB ON OTHER SIDE TO 9'-0" AFF. DRYWALL SCREWS @ 12" O.C. SECURE BOTTOM TRACK TO SLAB WITH 0.145" DIA. POWDER DRIVEN ANCHORS AT 24" O.C. MAX. WITH MIN. 1/2" EMBED. SECURE TOP TRACK TO STRUCTURE AT 12" O.C.

ALIGN 14' - 0 1/2"

EXISTING EXTERIOR WALL FACE

600S125-33 METAL STUDS 16" O.C. WITH 5/8" MOISTURE RESISTANT GYPSUM BOARD AND 3/4" PLYWOOD ON WORKROOM SIDE OR RESTROOM SIDE AND 5/8" TYPE "X" GWB ON OTHER SIDE TO STRUCTURE ABOVE. SECURE MOISTURE RESISTANT GYPSUM BOARD TO STUDS WITH DRYWALL SCREWS AT 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. SECURE BOTTOM TRACK TO SLAB WITH 0.145" DIA. POWDER DRIVEN ANCHORS AT 24" O.C. MAX. WITH MIN. 1/2" EMBED. SECURE TOP TRACK TO STRUCTURE AT 24" O.C. MAX. SIZE FASTENERS TO NOT PENETRATE ROOF VAPOR BARRIER.

I-5003

6' - 6"

3' - 8"

6' - 10"

MEN 58 SF

5' - 8 1/2"

NEW PLUMBING WALL TO STRUCTURE (MOISTURE RESISTANT GWB ON BAR SIDE ONLY)

DOUGLAS A. DIEL

1' - 6 1/2"

103 D 10190

13' - 7"

VESTIBULE 69 SF

C:\Users\taylor.hawley\Documents\#11259 Schweitzer Crossing_taylor.hawley.rvt

WORKROOM 487 SF

I-5002

106 9' - 7 1/4"

104 D 10190

41' - 6 1/4"

3 I-5003

5' - 6"

ARCHITECT OF RECORD

362S125-33 METAL STUDS 12" O.C. TO STRUCTURE WITH 5/8" MOISTURE RESISTANT GYPSUM BOARD AND 3/4" PLYWOOD ON RESTROOM OR BAR SIDE AND 5/8" TYPE 'X' GWB ON OTHER SIDE. SECURE MOISTURE RESISTANT GYPSUM BOARD TO STUDS WITH DRYWALL SCREWS AT 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. SECURE BOTTOM TRACK TO SLAB WITH 0.145" DIA. POWDER DRIVEN ANCHORS AT 24" O.C. MAX. WITH MIN. 1/2" EMBED, SECURE TOP TRACK TO STRUCTURE AT 12" O.C.

2' - 2"

WOMEN 59 SF

STARBUCKS TEMPLATE VERSION i2014.10.20

600S125-33 METAL STUDS 16" O.C. WITH 5/8" MOISTURE RESISTANT GYPSUM BOARD ON BAR SIDE TO STRUCTURE ABOVE. SECURE MOISTURE RESISTANT GYPSUM BOARD TO STUDS WITH DRYWALL SCREWS AT 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. SECURE BOTTOM TRACK TO SLAB WITH 0.145" DIA. POWDER DRIVEN ANCHORS AT 24" O.C. MAX. WITH MIN. 1/2" EMBED. SECURE TOP TRACK TO STRUCTURE AT 24" O.C. MAX. SIZE FASTENERS TO NOT PENETRATE ROOF VAPOR BARRIER.

2' - 2"

6' - 9"

4 9' - 8 1/4"

NEW PARTITION WALL TO STRUCTURE (WITH GYPSUM BOARD ON BOTH SIDES) 362S125-33 METAL STUDS 16" O.C. WITH WITH 5/8" MOISTURE RESISTANT GYPSUM BOARD ON RESTROOM OR BAR SIDE AND 5/8" TYPE 'X' GWB ON OTHER SIDE TO 9'-0" AFF. DRYWALL SCREWS @ 12" O.C. SECURE BOTTOM TRACK TO SLAB WITH 0.145" DIA. POWDER DRIVEN ANCHORS AT 24" O.C. MAX. WITH MIN. 1/2" EMBED. SECURE TOP TRACK TO STRUCTURE AT 12" O.C.

9 D

NEW PLUMBING WALL TO STRUCTURE

EXIST. EXIST. NEW NEW NEW EXIST.

72 X 84 34 X 86 36 X 84 36 X 84 36 X 84 36 X 84

C D E E F G

A B C C B

WALL LEGEND - FLOOR PLAN

STORE #:

11259

PROJECT #:

35028-017

MCS CASEWORK CONCEPT: ISSUE DATE: 01/20/2015 RENARD MUN DESIGN MANAGER: LEED R AP: PRODUCTION DESIGNER: CHECKED BY:

Rev

Date

Revision Schedule By Description

NEW FULL HEIGHT WALL NEW PARTIAL HEIGHT WALL

D. ALL DOORS TO PROVIDE 34” MINIMUM CLEAR OPENING WHEN OPENED TO 90 DEGREE POSITION UNLESS OTHERWISE NOTED.

EXISTING WALL

SHEET TITLE:

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

FLOOR PLAN

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

SCALE: AS SHOWN

G. PROVIDE DEFLECTION TOP TRACK FOR ALL FULL HOIST WALLS

2' Scale: 1/4" = 1'-0"

SHEET NUMBER:

I-1103

KDW Salas O'Brien Project #: 140189

HEIGHT AFF

477100 NORTH HIGHWAY 95 PONDERAY, ID 83852 COUNTY: BONNER

WEIGHT

PROJECT ADDRESS:

626 ANT

ITEM

2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575

NEW PARTITION WALL TO STRUCTURE 362S125-33 METAL STUDS 16" O.C. WITH 5/8" TYPE "X" GWB ON BOTH SIDES TO STRUCTURE ABOVE. DRYWALL SCREWS @ 12" O.C. SECURE BOTTOM TRACK TO SLAB WITH 0.145" DIA. POWDER DRIVEN ANCHORS AT 24" O.C. MAX. WITH MIN. 1/2" EMBED. SECURE TOP TRACK TO STRUCTURE AT 24" O.C. MAX. SIZE FASTENERS TO NOT PENETRATE ROOF VAPOR BARRIER.

BBW

STARBUCKS COFFEE COMPANY

SCHWEITZER CROSSING

WALL BLOCKING KEY

NEW PARTITION WALL TO STRUCTURE

1/2" SPACE

TYPE G CMU WALL

4 7/8"

TYPE F

C 2011 STARBUCKS COFFEE COMPANY

4 7/8"

TYPE E

7 1/4"

TYPE D (LL SUPPLIED)

3 3/4"

250S125-33 METAL STUDS 16" O.C. WITH 5/8" TYPE "X" GWB ON BOTH SIDES TO STRUCTURE ABOVE. DRYWALL SCREWS @ 12" O.C. SECURE BOTTOM TRACK TO SLAB WITH 0.145" DIA. POWDER DRIVEN ANCHORS AT 24" O.C. MAX. WITH MIN. 1/2" EMBED. SECURE TOP TRACK TO STRUCTURE AT 24" O.C. MAX. SIZE FASTENERS TO NOT PENETRATE ROOF VAPOR BARRIER.

ADAMS RITE LOCKNET LOCKNET DORMA FALCON FALCON

COMMENTS

DOOR - SINGLE IMPACT DOUBLE ACTING - 36IN DOOR - SINGLE FLUSH - 36IN

EXISTING DEMISING WALL (BY LANDLORD), ADD GWB TO STARBUCK'S SIDE. MAINTAIN 2 HOUR RATING (UL-V450). COORDINATE WITH SHELL DRAWINGS.

6 5/8"

1 2

5 5/8"

DESCRIPTION

EXISTING PERIMETER WALL (BY LANDLORD)

COUNT

TYPE C (LL SUPPLIED)

STANLEY YALE DORMA ROCKWOOD ROCKWOOD GLENN JOHNSON CONFALONIER

DOOR SCHEDULE - "D" RESP.

SAFETY GLASS

BBW

YALE ROCKWOOD DORMA ROCKWOOD

HARDWARE GROUP C - DOOR TYPE E - NEW 36"X84" S.C. WOOD DOOR - RESTROOMS 3 BUTTS STAFBB179 DOOR HINGES 4.5 X 4.5 1 LOCKSET PB5425LN-693-497-1 3/4 PRIVACY LOCKSET W/ SHALLOW COIN TURN 1 CLOSER 8916 AF89P AL DOOR CLOSER 1 KICKPLATE ROCJ102 10X32 1 STOP ROC473 DOOR STOP W/ HOOK 3 SILENCERS GJ46 RUBBER SILENCER 1 COAT HOOK PA00271 COAT HOOK (RESTROOM DOORS ONLY)

DESIGN ID DOOR 10086 10190

SAFETY GLASS

LOCKNET LOCKNET DORMA FALCON FALCON

SYMBOL

HARDWARE GROUP B - DOOR TYPE E - EXISTING INSULATED METAL DOOR 1 CORE FALA100C 7 PIN CORE COMBINATED "A" KEYWAY 1 DOOR VIEWER 620 UL LISTED 160 DEGREE DOOR VIEWER 1 CLOSER 8916 AF89P AL DOOR CLOSER 1 KICKPLATE ROCJ102 10X32

1 ADAMS RITE

4 1/4"

HARDWARE GROUP A - DOOR TYPE D - EXISTING STOREFRONT DOOR 1 LOCKSET MS 1850 DEADBOLT - PROVIDE WITH THUMB-TURN & EXIT INDICATOR ON INTERIOR SIDE 1 CYLINDER LN2049 MORTISE CYLINDER SHELL 7 PIN W/ AR CAM 1 CYLINDER LN2053 ADJUSTABLE RING, MORTISE CYLINDER 5/16 - 13/32 1 CLOSER 8919 1 KEY FALA100CCK CUT CONTROL KEY "A" KEYWAY 9 KEY FALA100CUK CUT USER KEY "A" KEYWYAY 1 PUSH PUSH BAR - BY MFR 1 PULL PULL BAR - BY MFR 1 SIGN BBW442 SIGN "THIS DOOR TO REMAIN UNLOCKED"

WALL TYPES

3'-7" MAX

HARDWARE GROUP A - DOOR TYPE C - EXISTING PAIR OF STOREFRONT DOORS 1 LOCKSET MS 1850 DEADBOLT - PROVIDE WITH THUMB-TURN & EXIT INDICATOR ON INTERIOR SIDE. PROVIDE WITH ACCESSORIES FOR TOP/BOTTOM FLUSH BOLTS FOR PAIR OF DOORS 1 CYLINDER LN2049 MORTISE CYLINDER SHELL 7 PIN W/ AR CAM 1 CYLINDER LN2053 ADJUSTABLE RING, MORTISE CYLINDER 5/16 - 13/32 2 CLOSER 8919 1 KEY FALA100CCK CUT CONTROL KEY "A" KEYWAY 9 KEY FALA100CUK CUT USER KEY "A" KEYWYAY 2 PUSH PUSH BAR - BY MFR 2 PULL PULL BAR - BY MFR 1 SIGN BBW442 SIGN "THIS DOOR TO REMAIN UNLOCKED"

DOOR TYPE LEGEND

Finish

10" MIN

Item

10" MIN

Qty.

DOOR HARDWARE SCHEDULE Description

PENETRATION PLAN NOTES A. ALL STUB-UP DIMENSIONS ARE RELATIVE TO FINISHED WALL LOCATIONS (SHOWN AS OUTLINES ON THIS PLAN). REFER TO FLOOR PLAN FOR WALL PLACEMENT. B. FLOOR SINK: REFER TO CUT SHEETS FOR COMPONENT SPECIFICATIONS AND CUTOUT REQUIREMENTS. C. WASTE LINE PENETRATIONS: REFER TO PLUMBING PLANS FOR INDIVIDUAL LINE SPECIFICATIONS.

R C 2011 STARBUCKS COFFEE COMPANY

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

STARBUCKS COFFEE COMPANY

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

2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575

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

6 1/4"

G. TRENCHING OUTLINE FOR GUIDELINE USE ONLY. GENERAL CONTRACTOR TO COORDINATE WITH SPECIFIC TRADES AND SITE CONDITIONS TO DETERMINE ACTUAL LAYOUT.

60' - 4 1/2"

WOMEN

SHEET NOTES - LANDLORD SCOPE (UNDER SEPARATE PERMIT)

60' - 4 1/4" 19' - 5 3/4"

WORKROOM

1. NEW 12x12 FLOOR SINK PENETRATION (TYP. 4) IN LOCATION INDICATED, SEE PLUMBING PLAN.

VESTIBULE

2. NEW PLUMBING PENETRATION IN LOCATION SHOWN, SEE PLUMBING PLAN.

MEN 5

3. NEW ELECTRICAL PENETRATION IN LOCATION SHOWN, SEE ELECTRICAL PLAN.

7 5"

4. POWER PANELS. PROVIDE CLEARANCES PER NEC REQUIREMENTS.

5. MOP SINK WASTE PENETRATION, SEE PLUMBING PLAN.

ARCHITECT OF RECORD

6. FLOOR BOX FOR ELECTRICAL OUTLET. 7. SOLID WASTE PENETRATION, SEE PLUMBING.

14' - 3"

10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125

8. LIGHTING CONTROL PANEL, SEE ELECTRICAL FOR EXACT LOCATION.

SALES

p. 206.547.1940 | f. 206.547.8212 www.kdw.net

38' - 6"

9. RECESSED WALK OFF MAT LOCATION. RECESS CONCRETE SLAB 1/2" FOR WALK-OFF MAT INSTALLATION. FIELD VERIFY DIMENSIONS TO ALIGN WITH OUTSIDE EDGE OF DOOR FRAME. 3

CAFE SEATING

N IO AT N DI OR ED O IR C AL EQU N R TIO P DI ME D A ITH W

14' - 10 1/4"

AR-984726

29' - 0 1/4"

27' - 5"

LICENSED ARCHITECT

ALL SLAB PENETRATIONS TO BE PERMITTED AND INSTALLED UNDER LANDLORD SCOPE OF WORK

BACKBAR

DOUGLAS A. DIEL STATE OF IDAHO

PROJECT NAME:

3' - 0"

1 1' - 7"

2' - 4 1/2"

4' - 7"

PENETRATION PLAN Scale:

1/4" = 1'-0"

PENETRATION PLAN LEGEND

STORE #:

11259

PROJECT #:

35028-017

MCS CASEWORK CONCEPT: ISSUE DATE: 01/20/2015 RENARD MUN DESIGN MANAGER: LEED R AP: PRODUCTION DESIGNER: CHECKED BY:

FLOOR SINK

Rev

Date

Revision Schedule By Description

FLOOR PENETRATION

2/23/2015 1:56:33 PM

PLUMBING PENETRATION AREA ELECTRICAL PENETRATION AREA

SHEET TITLE:

PENETRATION PLAN SCALE: AS SHOWN 0

2' Scale: 1/4" = 1'-0"

SHEET NUMBER:

I-1104

KDW Salas O'Brien Project #: 140189

7' - 4"

477100 NORTH HIGHWAY 95 PONDERAY, ID 83852 COUNTY: BONNER

12' - 5"

PROJECT ADDRESS:

13' - 0 1/2"

SCHWEITZER CROSSING

14' - 1 1/4"

12' - 8 3/4"

C:\Users\taylor.hawley\Documents\#11259 Schweitzer Crossing_taylor.hawley.rvt

19' - 6 1/4"

REFLECTED CEILING PLAN NOTES A. IF REQUIRED BY LOCAL CODE, GENERAL CONTRACTOR TO PROVIDE SEMI-RECESSED SPRINKLER HEADS WITH POLISHED CHROME ESCUTCHEONS CENTERED IN ACOUSTICAL CEILING TILE. IF PENDANT HEADS ARE REQUIRED IN GYPSUM SOFFIT OVER FRONTBAR, CONCEAL SUPPLY PIPING WITHIN SOFFIT. GENERAL CONTRACTOR TO SUBMIT SPRINKLER LAYOUT TO STARBUCKS' CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION. R

B. GENERAL CONTRACTOR TO PROVIDE AND LOCATE SPRINKLERS PER LOCAL CODES. CONTACT STARBUCKS CONSTRUCTION MANAGER IF DESIGN INTENT IS AFFECTED.

C 2011 STARBUCKS COFFEE COMPANY

STARBUCKS COFFEE COMPANY

C. WHERE ACOUSTICAL CEILING MEETS WALL, PROVIDE ANGLE WALL MOLDING FOR REVEAL. MATCH CEILING GRID COLOR WHEN APPLICABLE.

2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575

D. LEAVE (10) ADDITIONAL RETAIL CEILING TILES, TO MATCH RETAIL CEILING PAINT COLOR, ABOVE THE WORKROOM CEILING AT MANAGER'S DESK FOR FUTURE USE. E. PROVIDE GROMMET AT ALL CEILING PENETRATIONS FOR FIXTURES OR SUPPORTS. F. HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) SHOWN FOR DESIGN INTENT ONLY. CONTACT PROJECT MANAGER IF CHANGED.

2x2 ACT 9'-2" AFF P551-SG U 10517

H. PAINT ALL HVAC DUCTS, HVAC DIFFUSERS, RECESSED SPEAKERS AND LIGHT TRIM RINGS THE SAME COLOR AS CEILING OR SOFFIT. TYPICAL THROUGHOUT RETAIL PORTION OF STORE. J. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS' NATIONAL ACCOUNT "COLOR CODE" WHEN ORDERING PAINTS. SEE SCHEDULE SHEETS FOR SCHEDULES 12

WORKROOM

SHEET NOTES

4 I-5003

1' - 3"

SALES

AR-984726

12 I-5003

6. INSTALL NEW RECESSED ADJUSTABLE CAN LIGHT FIXTURES AS INDICATED. SEE ELECTRICAL. 7. ADJUST FOCUS OF ALL TRACK AND RECESSED DIRECTIONAL LIGHTING TO FULLY ILLUMINATE ALL ARTWORK, MENU BOARDS AND MERCH BAYS.

1' - 0"

1' - 11 1/2"

3' - 0"

2' - 0"

10. INSTALL NEW RECESSED LIGHT FIXTURES IN RESTROOM GWB CEILINGS AS INDICATED. SEE ELECTRICAL. 11. INSTALL NEW 2X4 FLORESCENT LIGHTS IN SUSPENDED CEILING GRID IN WORKROOM. SEE ELECTRICAL. 13

BACKBAR 1

12. INSTALL NEW EXIT SIGN ABOVE DOOR AS INDICATED. 13. BOTTOM OF WALL AT 4'-7" AFF (15" ABOVE COUNTER).

14. ALIGN SOFFIT WITH CORNER OF WALL.

A 10015 20

2' - 0"

1' - 10 1/2" 2' - 0"

EQ EQ

2x2 ACT 11'-0" AFF P551-SG U 10517

22' - 0"

9' - 8 3/4"

2' - 3"

1' - 9 1/2" 2' - 2"

2' - 2"

6 I-5002

1' - 7 1/2" 2' - 2"

15. WALL MOUNTED SPEAKERS, MOUNT TIGHT TO ACT. WHITE FINISH ON SPEAKERS. 16. INSTALL NEW RECESSED CAN LIGHT FIXTURES. CENTER ON CEILING TILE U.N.O. 17. HEADER @ 7'-1" 18. HEADER @ 9'-0" 19. OPENING IN RCP TO ACCOMODATE WATER HEATER. 20. WALL MOUNTED SPEAKERS, MOUNT TIGHT TO ACT. BLACK FINISH ON SPEAKER.

8' - 11"

STORE #:

11259

PROJECT #:

35028-017

MCS CASEWORK CONCEPT: ISSUE DATE: 01/20/2015 RENARD MUN DESIGN MANAGER: LEED R AP: PRODUCTION DESIGNER: CHECKED BY:

REFLECTED CEILING PLAN Scale:

STATE OF IDAHO

9. INSTALL (9) NEW WINDOW PENDANT LIGHT FIXTURES. CENTER IN WINDOW U.N.O. SUSPEND BOTTOM OF PENDANTS AT 6'-8" AFF, TYPICAL. SEE ELECTRICAL.

9 I-5003

2' - 0"

EQ EQ

8' - 4"

DOUGLAS A. DIEL

8. INSTALL (2) NEW PENDANT LIGHT FIXTURES. SUSPEND BOTTOM OF PENDANTS AT 5'-6" AFF. TYPICAL. SEE ELECTRICAL.

1 GWB 10'-6" AFF P563-SG

2' - 0"

I-5003

2' - 0"

25' - 7"

15 A 10015

7' - 3 1/2"

5. INSTALL TRACK RAIL WITH TRACK HEADS AS INDICATED. SURFACE MOUNT TRACK DIRECTLY TO CEILING.

2' - 0"

CAFE SEATING

LICENSED ARCHITECT

4. INSTALL NEW ACOUSTICAL TILE SUSPENDED CEILING AS SHOWN. PAINT AT CAFE.

2' - 0"

8 I-5003

C:\Users\taylor.hawley\Documents\#11259 Schweitzer Crossing_taylor.hawley.rvt 2/23/2015 1:56:39 PM

3. INSTALL NEW GWB CEILING. PAINT AS SCHEDULED.

2' - 0"

A 10015 15

6 I-5003

3' - 8 3/4" 3' - 0"

5' - 3 1/2"

1' - 11 1/2"

5' - 3 3/4"

3' - 0"

6 1/2"

p. 206.547.1940 | f. 206.547.8212 www.kdw.net

2. INSTALL NEW WHITE 2X4 WASHABLE SUSPENDED CEILING IN WORKROOM. NO PAINT.

1' - 10" 2' - 0"

2' - 0"

2' - 5"

3' - 11 3/4"

2' - 0"

EQ.

4' - 7 1/2"

1. INSTALL NEW GWB SOFFIT AND DROPPED CEILING AS INDICATED.

TYP.

10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125

Rev

Date

Revision Schedule By Description

1/4" = 1'-0"

SHEET TITLE:

REFLECTED CEILING PLAN SCALE: AS SHOWN 0

2' Scale: 1/4" = 1'-0"

SHEET NUMBER:

I-1108

KDW Salas O'Brien Project #: 140189

EQ.

MEN

477100 NORTH HIGHWAY 95 PONDERAY, ID 83852 COUNTY: BONNER

2 GWB 9'-0" AFF P551-SG

ARCHITECT OF RECORD

PROJECT ADDRESS:

2' - 9"

1 I-5003

1' - 10 1/2" 2' - 9"

EQ.

WOMEN

STARBUCKS TEMPLATE VERSION i2014.10.20

K. SEE LIGHTING DESIGN PLAN FOR FIXTURE TYPES AND LOCATION DIMENSIONS.

SCHWEITZER CROSSING

2' - 5"

PROJECT NAME:

4' - 7 1/2"

2x4 ACT 11'-0" AFF U 11302

1' - 8"

EQ.

GWB 9'-0" AFF P551-SG

G. DIFFUSERS AND RETURNS AT BACKBAR IN ACOUSTICAL CEILING TILE TO BE CENTERED IN TILE, PAINTED TO MATCH ADJACENT FINISHES, TYPICAL.

D EG .

. EG

CROSS TEE 2 M " AX .

VERTICAL HANGERS: SUSPENSION WIRES SHALL BE OF 12 GA. SPACED @ 4 FEET O.C. MAXIMUM ALONG EACH MAIN BEAM. SUSPENSION WIRES SPACED AT UP TO 5 FEET O.C. SHALL BE OF 10 GAUGE.

2" M AX .

. EG

362S125-33 AT 24" O.C.

D EG .

EACH VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING SUSPENSION MEMBER WITH A MINIMUM OF THREE TURNS AND TO THE STRUCTURE ABOVE WITH A CONNECTION CAPABLE OF CARRYING NOT LESS THAN 100 POUND ALLOWABLE LOAD. TYPICAL CEILING BRACING

12 GA. SPLAY WIRE BRACING IN PLANE OF EACH BEAM. VERTICAL ANGLE = 45 DEGREES

1 1/4"

FOR PLENUM HEIGHTS UP TO 12 FEET PROVIDE 2-1/2" 20 GA. METAL STUDS. FOR PLENUM HEIGHTS UP TO 15 FEET PROVIDE DOUBLE 2-1/2" 20 GA. METAL STUDS. AN EQUIVALENT SYSTEM MAY BE USED WITH ARCHITECT'S APPROVAL.

(E) STRUCTURAL TRUSS

VERT. BRACING @ EACH LATERAL BRACING LOCATION.

1/4" BOLT AT 24" O.C.

3" MAX.

VERTICAL BRACING:

THREE TIGHT TURNS

C 2011 STARBUCKS COFFEE COMPANY

BOTTOM OF STRUCTURAL TRUSS

MAIN BEAM. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD).

METAL TOP TRACK TO MATCH STUD SIZE AND GAUGE, SEE WALL TYPES

WIRE TIE CONNECTIONS

METAL TOP TRACK TO MATCH STUD SIZE AND GAUGE, SEE WALL TYPES

STEEL STUD

WALL

LATERAL FORCE BRACING:

8" MAX.

STEEL STUD WALL 8" MAX.

NOTE: SUSPENSION GRID SYSTEM TO BE COMPATIBLE WITH SUSPENDED TILE SPECIFIED. SEE REFLECTED CEILING PLAN FOR SPECIFICATIONS.

2" MIN.

MINIMUM 3/4" AT ATTACHED WALLS

GWB / METAL STUD WALL PER PLAN, SEE WALL DETAILS

ATTACH AT TWO ADJACENT WALLS WITH POP RIVETS OR APPROVED METHOD

PERIMETER BEAMS/TEES AT NON-FIXED END

CEILING PER PLAN

1" = 1'-0"

GWB / METAL STUD WALL PER PLAN, SEE WALL DETAILS

PERIMETER BEAMS/TEES AT FIXED END

CEILING DETAIL Scale:

MIN.

2" MIN.

SEE FLOOR PLAN FOR ANCHORAGE TO FLOOR

MIN.

SEE FLOOR PLAN FOR ANCHORAGE TO FLOOR

HORIZONTAL RESTRAINT SHALL BE PROVIDED BY FOUR 12 GAUGE WIRES SECURED TO THE MAIN BEAM WITHIN 2" OF THE CROSS TEE INTERSECTION AND SPLAYED 90° FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET OC MAXIMUM IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 4 FEET FROM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED.

SPREADER BAR OR OTHER SUITABLE SYSTEM REQUIRED TO KEEP PERIMETER COMPONENTS FROM SPREADING APART

2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575

1/4" BOLT AT 24" O.C.

PERIMETER HANGERS: AT ALL LOCATIONS THE TERMINAL ENDS OF EACH MAIN BEAM OR CROSS TEE SHALL BE SUPPORTED INDEPENDENTLY A MAXIMUM OF 8" FROM EACH WALL WITH 12 GAUGE WIRE. PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED.

STARBUCKS COFFEE COMPANY

BOTTOM OF STRUCTURAL TRUSS

TOP OF WALL - STRUCTURAL CONNECTION 3" = 1'-0"

Scale:

ARCHITECT OF RECORD

CEILING PER PLAN

STRUCTURAL CONNECTION - PARELLEL Scale:

10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125

3" = 1'-0"

p. 206.547.1940 | f. 206.547.8212 www.kdw.net

WALL TILE

SECURE HEADER TO STUDS WITH 3" LONG 1-1/2"x1-1/2"x43 MIL ANGLE.

CEILING FRAMING, PROVIDE BLOCKING AS NEEDED

CAULK DOUBLE 362S125-33 METAL STUDS AT EACH JAMB.

WALL TILE CAULK

SLIDING BRACKET ATTACHED TO TEE FLANGE w/ #14x1/2" HEX-HEAD SH. MTL. SCREWS

CASE OPENING WITH HOLLOW METAL FRAME OR MANUFACTURER PROVIDED FRAME.

LICENSED ARCHITECT

GWB SOFFIT

AR-984726

362S125-33 METAL STUDS BETWEEN (2) 362T125-33 METAL TRACKS.

Scale:

3" = 1'-0" LIGHTING FIXTURE TRACK ATTACHED TO SLIDING BRACKET ABOVE ACT w/ #12x1 1/2" PANHEAD SH. MTL. SCREWS AT 2'-0" O.C.

DOUBLE 362S125-33 METAL STUDS AT EACH JAMB.

SURFACE MOUNTED TRACK - GWB Scale:

3" = 1'-0"

ACT MAIN AND CROSS TEE SECURE HEADER TO STUDS WITH 3" LONG 1-1/2"x1-1/2"x43 MIL ANGLE.

CASE OPENING WITH 1/8" THICK BRUSHED STAINLESS STEEL PLATE.

DOOR HEAD - CASED Scale:

SLOT AND BEND TAB

3" = 1'-0"

Scale:

-1/2 "-6 "

3" = 1'-0"

DOOR JAMB - CASED Scale:

3" = 1'-0"

SLOTTED SLIP TRACK PER SPECS

362S125-33 METAL STUDS AT 16" O.C. SUSPENDED FROM 362T125-33 METAL TRACK ABOVE. ANCHOR TOP TRACK TO STRUCTURE AT 12" O.C.

PROVIDE HANGERS AND SEISMIC BRACING PER DETAIL 14/I-5002

NO. 6 SCREW AT CENTER OF SLOT W/ STAND-OFF WASHER (TYP.)

HANGER WIRE, TYP.

STORE #:

11259

SLOTTED SLIP TRACK

PROJECT #:

35028-017

(E) METAL DECK

MCS CASEWORK CONCEPT: ISSUE DATE: 01/20/2015 RENARD MUN DESIGN MANAGER: LEED R AP: PRODUCTION DESIGNER: CHECKED BY:

ISOMETRIC VIEW

NEW SUSPENDED CEILING GRID AND ACOUSTIC TILE

PROVIDE HANGERS AND SEISMIC BRACING PER DETAIL 5/I-5001

362S125-33 METAL STUD DIAGONAL BRACING AT 6'-0" O.C.

1 - #6 SCREW EACH SIDE

COUNTER-SUNK BOLT

ALIGN W/ EXISTING GWB CEILING

5/8" TYPE 'X' GWB

STAND-OFF WASHER

WALL PER PLAN

CONTINUOUS ANGLE

SECTION

CONTINUOUS 362T125-33 METAL TRACK

SUSPENDED GWB CEILING-WALL ATTACHMENT Scale:

3" = 1'-0"

METAL STUD BLKHD - SOFFIT DETAIL Scale:

3" = 1'-0"

Date

Revision Schedule By Description

SHEET TITLE:

STEEL STUD

1/4"

CONTINUOUS 1/4" FLAT BAR; FINISH MT0003

Rev

DO NOT FASTEN DRYWALL TO SLIP TRACK

10' - 6"

5/8" TYPE 'X' GWB

3/4" CLR. MIN.

CONTINUOUS ANGLE 11' - 0"

PROJECT NAME:

SURFACE MOUNTED TRACK - ACT

VA RIE S2

2 1/2"

362S125-33 METAL STUDS BETWEEN (2) 362T125-33 METAL TRACKS.

SUSPENDED GWB CEILING SYSTEM

2/23/2015 1:57:02 PM

LIGHTING FIXTURE TRACK ATTACHED TO GWB CEILING FRAMING w/ #12x1 1/2" PANHEAD SH. MTL. SCREWS AT 2'-0" O.C.

DESIGN DETAILS SCALE: AS SHOWN

SLIP TRACK DETAIL Scale:

3" = 1'-0"

SHEET NUMBER:

I-5003

KDW Salas O'Brien Project #: 140189

3" = 1'-0"

DOOR JAMB

477100 NORTH HIGHWAY 95 PONDERAY, ID 83852 COUNTY: BONNER

Scale:

PROJECT ADDRESS:

DOOR HEAD

SCHWEITZER CROSSING

STATE OF IDAHO

6 1/4"

C:\Users\taylor.hawley\Documents\#11259 Schweitzer Crossing_taylor.hawley.rvt

DOUGLAS A. DIEL

2 2 3 1 6 3 1 1 1

DESIGN ID LENGTH TILE BASE 12197 388' - 2"

2/23/2015 1:57:10 PM

C:\Users\taylor.hawley\Documents\#11259 Schweitzer Crossing_taylor.hawley.rvt

13226

X 4"

PHONE 1 LINE COMPUTER MANAGER WORKSTATION PRINTER MANAGER WORKSTATION EQUIPMENT RACK - 6FT 183CM WIDE AREA NETWORK HARDWARE REGISTER FULL SIZE POS - REGISTER WITH COMPACT CASH DRAWER POS PRINTER MONEY COUNTER POS BANK CUP LABELER ALARM SYSTEM SAFE LH - 20X18X26IN SAFE BASE

SB - GC SB - GC SB - GC SB - GC

SB - SB SB - SB SB - SB SB - SB SB - SB SB - SB SB - GC SB - GC SB - SB SB - SB SB - SB SB - SB SB - SB SB - SB

TILE BASE - RUST BROWN - 6X12IN 150X305MM

SB - GC SB - GC

GC TO COORDINATE WITH STARBUCKS VENDOR

COUNT 4 1

FRIDGE UNDERCOUNTER 1 DOOR - 27IN WALK IN BOX - 6.5X6FT 198X183CM

10473 12618

1 1

13620 13682 EQUIPMENT 10312 10724 10746 10856 12407 12508 12694 13697 FOOD CASE 10797 ICE 10102 10344 10512 10527 OTHER 10091 10099 10172 10305 10314

1 2

FRIDGE UNDERCOUNTER 2 DOOR - 48IN FRIDGE UNDERCOUNTER 1 DOOR WITH SHELF 27IN 685MM FREEZER REACH IN 1 DOOR LH - 27IN 685MM FREEZER REACH IN 2 DOOR - 54IN

SB - GC SB - GC

2 1 1 4 1 2 3 1

BREWER SINGLE SOFT HEAT WARMING STAND GRINDER GRINDMASTER BREWER DUAL SOFT HEAT BREWER SERVER SOFT HEAT OVEN TURBOCHEF NEXT GENERATION BLENDER QUIET MODEL ON COUNTER ESPRESSO MACHINE MASTRENA WAREWASHER HOT

SB - GC SB - GC SB - GC SB - GC SB - GC SB - GC SB - GC SB - GC

10384 10396 10467 10501 10769 10791 10829 10855 10858 10859 10862 10947 10977

2 1 1 1 2 2 5 2 1 2 2 1 3

10992

11115 11825

3 4

13330 13584 x0015 STORAGE 10176 10222 10293 10416 10462 10698 10836 10838 11104 13578 13834 14449

1 1 1

GC - GC

GC TO COORDINATE WITH STARBUCKS VENDOR GC TO COORDINATE WITH STARBUCKS VENDOR GC TO COORDINATE WITH STARBUCKS VENDOR

FOOD CASE - STACKED - 66IN 1675MM - BRONZE

SB - GC

1 1 1 1

ICE - BIN 590LB ICE - BIN DROP IN 90LB 40KG ICE - MACHINE 1201LB REMOTE COOLED ICE - BIN DROP IN 45LB 20KG

SB - GC SB - GC SB - GC SB - GC

1 2 2 2 1

CUP DISPENSER TALL HOT VERTICAL RESTROOM TOILET PAPER HOLDER RESTROOM SEAT COVER DISPENSER TRASH DROP RING LINER SQUARE - BLACK SCALE DIGITAL WITH ADJUSTABLE DISPLAY MOUNT DIAPER CHANGING STATION HORIZONTAL CUP DISPENSER SHORT HOT VERTICAL FILE CABINET 2 DRAWER FIRE EXTINGUISHER RESTROOM GRAB BAR VERTICAL - 18IN 455MM CUP DISPENSER GRANDE VENTI COLD VERTICAL CORNER GUARD - 1.25IN CUP DISPENSER GRANDE VENTI HOT VERTICAL CUP DISPENSER TALL COLD VERTICAL RESTROOM GRAB BAR - 48IN 1220MM RESTROOM GRAB BAR - 36IN 915MM SOAP DISPENSER WALL MOUNTED PAPER TOWEL DISPENSER FULL SIZE TRANSLUCENT GRAY PAPER TOWEL DISPENSER HALF SIZE TRANSLUCENT GRAY SOAP DISPENSER SINK MOUNTED CORNER GUARD - 1.25IN - HOT ROLLED STEEL MT0011 MOBILE CUP DISPENSER CADDY CUP DISPENSER TRENTA COLD VERTICAL STAINLESS STEEL WALL CAP

SB - GC SB - GC SB - GC SB - GC SB - GC

ROLLING PASTRY TRAY RACK WIRE SHELF GRID AT SINK 10 COMP LOCKER WORKROOM WIRE SHELVING WORKROOM WIRE SHELVING POSTS MOP RACK WITH 3 HOLDERS 10 COMP LOCKER TOP ROLLING WIRE CART FOR 3 COMP SINK 10 COMP LOCKER BASE DISHWARE DRYING RACK - 21IN 535MM BASE - 24X18IN 610X455MM WORKROOM WIRE SHELVING CO2 KIT - 30X18IN 760X455MM

SB - GC SB - GC SB - GC SB - GC SB - GC SB - GC GC - GC SB - GC SB - GC SB - GC SB - GC SB - GC SB - GC

GROUT GR0008: MAPEI 10 - BLACK; LATICRETE 45 RAVEN; PRETOKOLL - P.FLEX PRETO GROUT GR0008: MAPEI 10 - BLACK; LATICRETE 45 RAVEN; PRETOKOLL - P.FLEX PRETO

COMMENTS

GC TO LOCALLY SOURCE THRU INT'L COLD STORAGE Lynne.Clatterbuck@icsco.com 800-835-0001 x 126

GC TO COORDINATE WITH STARBUCKS VENDOR GC TO COORDINATE WITH STARBUCKS VENDOR

SB - GC SB - GC GC - GC SB - GC SB - GC SB - GC SB - GC SB - GC SB - GC SB - GC SB - GC SB - GC SB - GC SB - GC SB - GC

BANQUETTE - SETTEE ARM RH - DISTRESSED DARK WARM BROWN WD0001

SB - GC

BANQUETTE - SETTEE - 54IN 1370MM - BRICK RED NATURAL F0017

SB - GC

BANQUETTE - SETTEE ARM LH - DISTRESSED DARK WARM BROWN WD0001

SB - GC

x12813

BANQUETTE - SETTEE BENCH - 50IN 1270MM - BRICK RED NATURAL F0017

SB - GC

x13836

BANQUETTE - SETTEE SEAT CAP - 5IN 125MM - DISTRESSED DARK WARM BROWN WD0001

SB - GC

x13837

BANQUETTE - SETTEE ARM CAP - 11IN 280MM - DISTRESSED SB - GC DARK WARM BROWN WD0001

CHAIR 12146

12149 12330 12346

26 6 22

14309

14526

DESK 10123

10605

10809

MIRROR 10093 OTHER 10479 TABLE 10513

CHAIR - CAFE SLATTED METAL SUITE WITH ARMS - BLACK MT0028 CHAIR - CAFE SLATTED METAL SUITE - BLACK MT0028 CHAIR - LOUNGE BARREL BACK - BRICK RED NATURAL F0017 CHAIR - CAFE SCHOOLHOUSE - DISTRESSED DARK WARM BROWN WD0001 CHAIR - STOOL 30IN 760MM SQUARE BACK WITH NARROW FRAME - DARK WARM BROWN DISTRESSED WD0001 CHAIR - STOOL 24IN 610MM SQUARE BACK WITH NARROW FRAME - DARK WARM BROWN DISTRESSED WD0001

5#, 2A:10B:C w/ WALL BRACKET

BELOW CHAIR RAIL; CAFE ONLY

AT MOP SINK WALL; TOP, FRONT AND SIDE

AMTREND 1458 MANHATTAN AVENUE FULLERTON, CA 92831 714-630-2070 COORDINATE WITH SBUX DM AMTREND 1458 MANHATTAN AVENUE FULLERTON, CA 92831 714-630-2070 COORDINATE WITH SBUX DM AMTREND 1458 MANHATTAN AVENUE FULLERTON, CA 92831 714-630-2070 COORDINATE WITH SBUX DM AMTREND 1458 MANHATTAN AVENUE FULLERTON, CA 92831 714-630-2070 COORDINATE WITH SBUX DM AMTREND 1458 MANHATTAN AVENUE FULLERTON, CA 92831 714-630-2070 COORDINATE WITH SBUX DM AMTREND 1458 MANHATTAN AVENUE FULLERTON, CA 92831 714-630-2070 COORDINATE WITH SBUX DM

SB - GC SB - GC SB - GC SB - GC

14390

WALL COVERING 14406 253 SF

SB - GC

COAT HOOK 2 PRONG

SB - GC

TABLE - CAFE METAL SUITE ROUND - 28IN 710MM - BLACK MT0028 TABLE - ACCESSIBLE METAL SUITE - 39X23IN - BLACK MT0028 TABLE - TOP ROUND - 24IN 610MM - WHITE WITH VEINING CP0002 TABLE - BASE CAFE DOME ACCENT - 18X28IN - HOT ROLLED STEEL MT0011 TABLE - OCCASIONAL T BASE SHORT - HOT ROLLED STEEL MT0011 TABLE - TOP SQUARE - 24IN 610MM - DISTRESSED DARK WARM BROWN WD0001 TABLE - ACCESSIBLE TAPERED LEGS SQUARE - 40IN 1015MM - DARK WARM BROWN DISTRESSED WD0001 TABLE - TOP COMMUNITY (WITH I-BEAM BASE) WESTERN MAPLE STRAIGHT EDGE - DIMENSIONS: 2'-3" X 7'-0" X 3'-6" HIGH WD0001 TABLE - BASE COMMUNITY I BEAM - HOT ROLLED STEEL MT0011 6IN I BEAM TABLE - BASE FIXED T BASE CENTER - 32.5IN - HOT ROLLED STEEL MT0011 TABLE - BASE FIXED T BASE END - 32.5IN - HOT ROLLED STEEL MT0011

SB - GC

12187

12313

12652

14776

x0102

x0103

x11967

x12358

COUNT 1

STAR PATTERN WINDOW FILM GRAPHIC DARK SILVER TO LIGHT SILVER TONE - 2INCH HEIGHT STAR PATTERN

GRAPHICS - ARTWORK 14477 1 ART - FRAMED COFFEE SKETCHES QUADRIPTYCH - 28X28IN 710X710MM - MEDIUM WARM BROWN PLAIN SAWN WD0064 14504 1 ART - FRAMED CANVAS TRIBAL COFFEE BEAN - 48X48IN 1220X1220MM - HOT ROLLED STEEL MT0011 x0011 1 FRAMED ARTWORK 1IN FRAME WD0001 WITH 3IN WHITE MAT IMAGE SIZE: 32IN X 48IN x0012 1 FRAMED ARTWORK 1IN FRAME WD0001 WITH 3IN WHITE MAT IMAGE SIZE: 32IN X 48IN x0013 1 ART - PRINTED WALLCOVERING WALLCOVERING TO MATCH P563 PRINTED GRAPHIC TO MATCH: SILVER TONE GRAPHICS - INTERIOR MENU 12837 5 MENU BOARD - 1 FRONT PANEL INSERT STYLE 12838 1 MENU BOARD - DAILY OFFERING CHALKBOARD FRONT PANEL RECTANGULAR 12839 6 MENU BOARD - UNIVERSAL MOUNTING HARDWARE FOR FRONT PANELS GRAPHICS - OTHER 10753 2 RESTROOM SIGN SET ACCESSIBLE 12683 1 EDUCATION DISK - ENERGY 12688 1 EDUCATION DISK - RECYCLE 12693 1 COMMUNITY BOARD MAGNETIC MED WARM BROWN WD0004 - 46X36IN 1170X915MM

PAINT SCHEDULE COLOR CODE DESCRIPTION LRV P534-ES SW - BLACK FOX; NCS/AKZO NOBEL - FOREST BLACK 8

GC - GC GC - GC

TILE - HAMMERED WARM TAUPE - 13X13IN 330X330MM TILE - MOTTLED BRIGHT WHITE - 2X8IN 50X200MM

SB - GC SB - GC

VINYL - WALL COVERING - DARK BROWN SUMATRA PATTERN

DESIGN ID LENGTH CHAIR RAIL 12171 72' - 8" METAL x0001 22' - 2 1/4" x0002 29' - 10 1/4" x0200 11' - 10 3/4" WAINSCOT 12199 75' - 7"

DESIGN ID COUNT SIGNAGE - DISK 13163 1 1

GROUT GR0007: MAPEI 47 CHARCOAL; LATICRETE 35 - MOCHA GROUT GR0008: MAPEI 10 - BLACK; LATICRETE 45 - RAVEN

SB - GC SB - GC SB - GC SB - GC

R C 2011 STARBUCKS COFFEE COMPANY

SB - GC

STARBUCKS COFFEE COMPANY

WALL TREATMENT (LENGTH) SCHEDULE- "R" DESCRIPTION RESP. GC - GC

MT0011 - HOT ROLLED STEEL

METAL FLAT BAR TRIM METAL FLAT BAR TRIM SOFFIT FLAT BAR TRIM

GC -GC GC -GC GC -GC

MT0003 - DARK GREEN METAL MT0003 - DARK GREEN METAL MT0003 - DARK GREEN METAL

VINYL - WAINSCOT - BLACK STRIPE TEXTURE AT 34IN AFF

SB - GC

FLAT BAR TRIM DETAIL TO BE SUPPLIED BY GENERAL CONTRACTOR

SIGNAGE SCHEDULE - "S" DESCRIPTION RESP. SIGN - DISK SF ILLUMINATED FLUSH MOUNTED SB - GC EVOLVED - 48IN 1220MM SIGN - DISK SF ILLUMINATED FLUSH MOUNTED SB - GC EVOLVED - 60IN 1525MM SB - GC SB - GC SB - GC SB - GC

SB - GC

2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575

COMMENTS

CHAIR RAIL - 3IN AT 34IN AFF

SIGNAGE - DRIVE THRU 14091 1 SIGN - DT DIRECTIONAL EXIT SIGN ILLUMINATED ARROW SERIES - 46IN 1170MM 14099 1 SIGN - DRIVE THRU ILLUMINATED ARROW SERIES FLUSH MOUNTED - RH - 48IN 1220MM 14104 2 SIGN - DT DIRECTIONAL ILLUMINATED ARROW SERIES WITH LOGO - 46IN 1170MM 14106 1 SIGN - DT CLEARANCE BAR ARROW SERIES FREESTANDING SIGNAGE - WORDMARK 11415 1 SIGN - INLINE ILLUMINATED ON RACEWAY 12IN 305MM

COMMENTS GC TO COORDINATE WITH STARBUCKS VENDOR GC TO COORDINATE WITH STARBUCKS VENDOR

ARCHITECT OF RECORD

GC TO COORDINATE WITH STARBUCKS VENDOR GC TO COORDINATE WITH STARBUCKS VENDOR GC TO COORDINATE WITH STARBUCKS VENDOR GC TO COORDINATE WITH STARBUCKS VENDOR

10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125 p. 206.547.1940 | f. 206.547.8212 www.kdw.net

GC TO COORDINATE WITH STARBUCKS VENDOR

LICENSED ARCHITECT

SB - GC

AR-984726

SB - GC SB - GC

BY SYNSOR

SB - GC

BY SYNSOR

SB - GC SB - GC

BY SYNSOR - CUSTOM BASE FOR ADA HEIGHT SIT-HERE COUNTER BY SYNSOR - CUSTOM BASE FOR ADA HEIGHT SIT-HERE COUNTER

DESIGN ID AREA CONCRETE 11289 1976 SF OTHER 12243 25 SF

SB - GC

GRAPHICS SCHEDULE - "G" DESCRIPTION

FRP - WHITE PLAM - MOTTLED BLACK

COMMENTS

SB - GC

MIRROR - RESTROOM - 18X30IN 455X760MM

12186

571 SF

SB - GC

WALL TREATMENT (AREA) SCHEDULE - "Q" DESCRIPTION RESP.

DESIGN ID AREA PLASTIC 11469 2458 SF PL0019 174 SF TILE 12201 619 SF

13164

12160

DESIGN ID GRAPHICS x0014

COMMENTS

DESK - MANAGERS WORKSTATION - 60X30X30IN SB - GC 1525X760X760MM - ALMOND LAMINATE DESK - MANAGERS WORKSTATION KEYBOARD TRAY - BLACK SB - GC PLASTIC DESK - MANAGERS WORKSTATION SHELVES WALL SB - GC MOUNTED - ALMOND LAMINATE

WINDOW TREATMENT 12716 12 ROLLER SHADE - CHARCOAL WOVEN F0049

SB - GC SB - GC GC - GC

COMMENTS

SB - GC SB - GC

GC TO COORDINATE WITH STARBUCKS VENDOR

SPECIALTY EQUIPMENT SCHEDULE - "E" DESCRIPTION RESP.

DESIGN ID COOLING 10267 10307

x12334

x12398

WALL BASE SCHEDULE - "B" DESCRIPTION RESP.

TILE BASE - RUST BROWN OUTSIDE CORNER

1 1 1 10 10 1 1 1 1 1 1 1

SEE RCP FOR TAGGING

RESP.

RESP. SB - GC

COMMENTS

DESIGN ID COUNT EXTERIOR MENU 14116 1

SB - GC SB - GC

IMAGE: NS0696 bw

SB - GC

IMAGE: NS0693 bw

IMAGE:NS0699 - CROPPED,SEE ELEVATION BY RAINIER COORDINATE w/ SBUX DM

SB - GC SB - GC SB - GC

SB - GC SB - GC SB - GC SB - GC

RESP. GC-GC

P551-SG

SW - WOOL SKEIN; NCS/AKZO NOBEL - WHITE PEARL

GC-GC

P552-ES

SW - MEGA GREIGE; NCS/AKZO NOBEL - HERON GREY

GC-GC

P552-SG

SW - MEGA GREIGE; NCS/AKZO NOBEL - HERON GREY

GC-GC

P563-ES

SW - PALM LEAF; NCS/AKZO NOBEL - HEATHROW

GC-GC

P563-SG

SW - PALM LEAF; NCS/AKZO NOBEL - HEATHROW

GC-GC

CONCRETE STAIN - DARK BROWN

COMMENTS

GC - GC DOUGLAS A. DIEL

WALK OFF MAT - RECYCLED TIRE TILE CHARCOAL - 12X12IN 305X305MM

STATE OF IDAHO

SB - GC

CEILING TREATMENT SCHEDULE - "U" DESCRIPTION RESP. ACT - WHITE - 2X2FT 61X61CM ACT - WHITE - 2X4FT 61X122CM

COMMENTS

GC - GC GC - GC

BY RAINIER BY RAINIER

SB - GC

DESIGN ID AREA OTHER 10517 1401 SF 11302 415 SF

FLOOR TREATMENT SCHEDULE - "T" DESCRIPTION RESP.

COMMENTS SW USE PRIMER CP-1; NCS - S 7502-Y; AKZO NOBEL - 30YY 10/038 SW USE PRIMER CP-1; NCS - S 1005-Y20R; AKZO NOBEL - 44YY 70/110 SW USE PRIMER CP-1; NCS - S 3005-Y50R; AKZO NOBEL - 20YY 37/094 SW USE PRIMER CP-1; NCS - S 3005-Y50R; AKZO NOBEL - 20YY 37/094 SW USE PRIMER CP-1; NCS - S 6020-G70Y; AKZO NOBEL - 40YY 14/201 SW USE PRIMER CP-1; NCS - S 6020-G70Y; AKZO NOBEL - 40YY 14/201

14119

14120

OTHER 10020 14093

1 1

14095

14101

14103

14107

14163

UMBRELLA 10065 12139

4 4

SITE SCHEDULE - "Y" DESCRIPTION

RESP.

COMMENTS

MENU BOARD - DT DIGITAL ORDER SCREEN - SB - GC FLAT BLACK MT0028 MENU BOARD - DT 5 PANEL FREESTANDING - SB - GC 108X65IN 2745X1650MM - FLAT BLACK MT0028 MENU BOARD - DT PRE MENU FREESTANDING SB - GC - 36X65IN 915X1650MM - FLAT BLACK MT0028 DT WINDOW SHELF - 48IN 1205MM - SST DT WAYFINDING GRAPHIC ORDER POINT STAR PATTERN - WHITE DT WAYFINDING GRAPHIC EXIT ARROW WHITE DT WAYFINDING GRAPHIC ENTRY ARROW GREEN BOLLARD NONILLUMINATED SQUARE - FLAT BLACK MT0028 BOLLARD ILLUMINATED SQUARE - FLAT BLACK MT0028 DT ORDER POINT CANOPY FREESTANDING FLAT BLACK MT0028

SB - GC GC - GC

UMBRELLA - 72IN 1805MM - LOGO UMBRELLA - BASE FOR CANOPY - SILVER MT0021

SB - GC SB - GC

GC - GC GC - GC SB - GC

STORE #:

11259

SB - GC

PROJECT #:

35028-017

SB - GC

MCS CASEWORK CONCEPT: ISSUE DATE: 01/20/2015 RENARD MUN DESIGN MANAGER: LEED R AP: PRODUCTION DESIGNER: CHECKED BY:

Rev

Date

Revision Schedule By Description

RESPONSIBILITY LEGEND

SHEET TITLE:

SB - GC FURNISHED BY STARBUCKS (WAREHOUSE OR VENDOR DIRECT) / INSTALLED BY THE GC

SCHEDULES

SB - SB FURNISHED BY STARBUCKS (WAREHOUSE OR VENDOR DIRECT) / INSTALLED BY STARBUCKS VENDOR GC - GC FURNISHED BY GENERAL CONTRACTOR / INSTALLED BY THE GC

SCALE: AS SHOWN

LL - LL

SHEET NUMBER:

FURNISHED BY LANDLORD / INSTALLED BY THE LANDLORD

I-6001

KDW Salas O'Brien Project #: 140189

2 1 1 1 1

SB - GC SB - GC

FURNITURE SCHEDULE - "F" DESCRIPTION

477100 NORTH HIGHWAY 95 PONDERAY, ID 83852 COUNTY: BONNER

DATA 10000 10002 10007 10011 10019 POINT OF SALE 10003 10008 10014 10022 10029 10075 SECURITY 10004 10024 10028

SB - GC

DESIGN ID COUNT BANQUETTE x12290 2

PROJECT ADDRESS:

1 1 1 1

MUSIC SYSTEM MONITOR - 15IN 380MM DT COMMUNICATION SYSTEM SPEAKER RECESSED - (DESIGNER SPECIFY) WHITE OR BLACK SPEAKER SURFACE MOUNTED AMPLIFIER - 14IN 355MM DT TIMER SYSTEM DT POS MONITOR ARM DOUBLE SURFACE MOUNTED

COMMENTS

SCHWEITZER CROSSING

10017 10076 12336 14676

DATA DEVICE SCHEDULE - "A" DESCRIPTION RESP.

PROJECT NAME:

DESIGN ID COUNT AUDIO VISUAL 10005 1 10010 1 10012 1 10015 3

2/23/2015 1:57:12 PM

CW FINISH - NCS COMMENTS

3 3 9 2 3 1 1 4 1 2 3

12786 13250 13391 14130 14161 x11902 x11977 CAFE 12236 12367 12640 13374 13377 13399 14775

2 2 1 1 1 1 2

CABINET - UPPER CUBBY - 28X16X15IN 700X405X375MM CABINET - 12IN 305MM CABINET - UPPER CUBBY - 24X16X21IN 610X405X535MM CABINET - SINK OR ICE BIN - 24IN 610MM CABINET - POS - 29IN 735MM CABINET - POS BRIDGE FOR SAFE - 22X27IN 560X685MM CABINET - WARMING WITH TRASH DROP - 12IN 305MM CABINET - 15IN 380MM CABINET - WITH DRAWER - 15IN 380MM CABINET - BREW GRIND - 24IN 610MM CABINET - UPPER CUBBY WITH HOOD CHASE - 28X16X28IN 700X405X720MM CABINET - WITH TRASH DROP - 15IN 380MM CABINET - UPPER CUBBY 1 SHELF - VARIABLE TO 24IN 610MM CABINET - DT POS UPPER CUBBY - 32IN 815MM CABINET - ESPRESSO CUBBY - 22IN 560MM CABINET - DT LANDING PLANE SUPPORT - RH CABINET - UPPER CUBBY - CUSTOM WIDTH 16X15IN CABINET - UPPER CUBBY 1 SHELF - CUSTOM WIDTH

1 1 1 1 1 1 2

14899 x12109 COUNTERTOP 11917 12011 12785

SB - GC SB - GC SB - GC SB - GC SB - GC SB - GC SB - GC SB - GC SB - GC SB - GC

BY SYNSOR BY SYNSOR BY SYNSOR BY SYNSOR BY SYNSOR BY SYNSOR BY SYNSOR BY SYNSOR BY SYNSOR BY SYNSOR BY SYNSOR

SB - GC

BY SYNSOR BY SYNSOR

SB - GC

BY SYNSOR

SB - GC SB - GC

BY SYNSOR BY SYNSOR

CONDIMENT CART SINGLE TOP SOLID SURFACE MERCH FEATURE CUBE FREESTANDING TALL NEWSPAPER STAND 4 TIER - 39IN 990MM CONDIMENT CART SINGLE BASE FRAME CONDIMENT CART SINGLE FINISH PANELS CONDIMENT CART SINGLE METAL TOP ASSEMBLY CAFE - SIT HERE TABLE PRIVACY PANEL - VARIABLE LENGTH

SB - GC SB - GC GC - GC SB - GC SB - GC SB - GC SB - GC

2 2

CAFE - CUSTOM SIT HERE TABLE TOP - FINISH: WD0001 WALL UNIT SOLID BACK; PL19

SB - GC SB - GC

BY SYNSOR NOT PROVIDED BY CW VENDOR GC ORDER FROM TRIAD - starbuckscs@triadmfg.com NOT PROVIDED BY CASEWORK VENDOR BY SYNSOR NOT PROVIDED BY CASEWORK VENDOR BY SYNSOR - RECEPTACLE REQUIRED FOR INTEGRATED POWER STRIP BY SYNSOR CUSTOM BOX BASE

1 1 1

COUNTERTOP - TRASH SOLID SURFACE - 15IN 380MM COUNTERTOP - POS SOLID SURFACE - 80IN 2030MM COUNTERTOP - BREW GRIND RINSE SINK AND TRASH SOLID SURFACE RH - 117IN 2970MM COUNTERTOP - HAND SINK LOW SPLASH STAINLESS - 8IN COUNTERTOP - ESPRESSO RINSE SINK AND ICE BIN SOLID SURFACE - RH 162IN COUNTERTOP - DT POS SOLID SURFACE - RH - VARIABLE TO 60IN 1525MM COUNTERTOP - HANDOFF SOLID SURFACE - RH - CUSTOM LENGTH - VIF COUNTERTOP - CBS SOLID SURFACE - RH - CUSTOM LENGTH COUNTERTOP - DT LANDING PLANE SOLID SURFACE - RH COUNTERTOP - DT ESPRESSO SIDELINE SOLID SURFACE - RH - CUSTOM LENGTH - VIF COUNTERTOP - ESPRESSO WING NARROW SOLID SURFACE - RH - 8IN COUNTERTOP - WARMING SOLID SURFACE - 68.5 IN CUSTOM LENGTH - VIF

SB - GC SB - GC SB - GC

BY SYNSOR BY SYNSOR BY SYNSOR

13265 14129

1 1

14145 x12081 X12475 x14126 x14155

1 1 1 1 1

x14169 x14294 DIEWALL 14156 x12113 x14156 x14162 FIT KIT 11959 12073 14140 OTHER 11142 11155 11885 12100 12816

1 1

x0004 x0006 PANEL 12028 12473 14372 x14383 SOFFIT 12845

SB - GC SB - GC

BY SYNSOR BY SYNSOR

SB - GC SB - GC

BY SYNSOR BY SYNSOR

SB - GC

BY SYNSOR

SB - GC SB - GC

BY SYNSOR BY SYNSOR

1 1 1 1

DIEWALL - ESPRESSO TOP CAP - RH - 162IN 4115MM DIEWALL - HANDOFF SUPPORT - RH - CUSTOM LENGTH - VIF X19IN DIEWALL - ESPRESSO TOP CAP - RH - CUSTOM LENGTH - VIF DIEWALL - ESPRESSO - RH - CUSTOM LENGTH - VIF

SB - GC SB - GC SB - GC SB - GC

BY SYNSOR BY SYNSOR BY SYNSOR BY SYNSOR

2 1 1

FIT KIT - UPPER CUBBY - CUSTOM WIDTH FIT KIT - BACK SPLASH FIT KIT - SIDE SPLASH - 5IN 125MM

SB - GC

BY SYNSOR BY SYNSOR BY SYNSOR

1 3 1 3 6

CORBEL SUPPORT - 24IN 610MM ESPRESSO MACHINE PUMP MOUNT - 10X10IN 255X255MM POS CASH CORRAL DOUBLE - 40IN 1015MM ESPRESSO COUNTERTOP SUPPORT LEG STAINLESS FRENCH CLEAT - VARIABLE TO 96IN 2440MM

SB - GC SB - GC SB - GC SB - GC

1 3

SYRUP COVER ELEMENT - ELKAY SSP METAL TRIM - 3-1/2 IN x 1/4 IN - FINISH: MT0003 DARK GREEN

SB - GC GC - GC

2 1 1 1

PANEL - POS - 29IN 735MM PANEL - POS - 22IN 560MM PANEL - ESPRESSO MAIN - RH - 162IN 4115MM PANEL - HANDOFF EXTENDED SIDELINE - RH

SB - GC SB - GC SB - GC SB - GC

BY SYNSOR BY SYNSOR BY SYNSOR BY SYNSOR

SOFFIT - LIGHT VALANCE - 96X2IN

SB - GC

BY SYNSOR - APPROXIMATE OVERALL LENGTH REQUIRED: 34 FT - VIF

CABINETS BACKBAR UPPER STORAGE CUBBIES UNDERCOUNTER CABINET EDGE BANDING UNDERCOUNTER CABINET EXPOSED BACK, SIDE UNDERCOUNTER CABINET EXTERIOR UNDERCOUNTER CABINET INTERIOR CAFE CHAIR RAIL CONDIMENT CART FINISH PANELS CONDIMENT CART TOP FOOD CASE WALL CLADDING MERCHANDISE BAYS COUNTERTOPS - BACKBAR BACKBAR, SIDELINE COUNTERTOPS DT LANDING PLANE COUNTERTOP ESPRESSO COUNTERTOPS HAND SINK COUNTERTOP COUNTERTOPS - FRONT BAR HANDOFF PLANE POS, FRONTBAR COUNTERTOPS FINISH PANELS DT LANDING PLANE FINISH PANEL ESPRESSO FINISH PANELS FINISH PANEL MOUNTING BRACKETS FINISH PANEL TRIM DETAILS HANDOFF, SIDELINE FINISH PANELS POS, FRONTBAR FINISH PANELS OTHER ESPRESSO TOP CAP OVER "BLACK" DUPLEX OUTLETS IN WAINSCOT LOCATIONS

DESIGN ID 11945 12007 12043 12050 12067 12080 12096 12098 12786 14130 14161

COUNT 3 2 3 1 1 4 1 2 2 1 1

FINISH CODE

DESCRIPTION PLASTIC LAMINATE - MOTTLED BLACK PLASTIC LAMINATE - BLACK PLASTIC LAMINATE - BLACK

COMMENTS

PL0019

PLASTIC LAMINATE - MOTTLED BLACK PLASTIC LAMINATE - ALMOND (ST655-S)

PL0019

HOT ROLLED STEEL WITH MATTE SEALER WOOD - GREY RUSTIC COMPOSITE - BLACK WITH FLECKS WOOD - GREY RUSTIC PLASTIC LAMINATE - MOTTLED BLACK

MT0011 WD0052 CP0005 WD0052 PL0019

COMPOSITE - BLACK WITH FLECKS COMPOSITE - BLACK WITH FLECKS COMPOSITE - BLACK WITH FLECKS STAINLESS STEEL - #4 BRUSHED 16GA SST

CP0005 CP0005 CP0005

COMPOSITE - BLACK WITH FLECKS COMPOSITE - BLACK WITH FLECKS

CP0005 CP0005

WOOD - GREY RUSTIC WOOD - GREY RUSTIC COLD ROLLED STEEL HOT ROLLED STEEL WITH MATTE SEALER WOOD - GREY RUSTIC WOOD - GREY RUSTIC

WD0052 WD0052 MT0002 MT0011 WD0052 WD0052

WOOD - DARK WARM BROWN DISTRESSED WD0001 SWITCHPLATE - PART #4752-112-CD VENETIAN BRONZE

C 2011 STARBUCKS COFFEE COMPANY

STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575

BOX BASE

STRAIGHT EDGE GC SUPPLIED

ARCHITECT OF RECORD

CASEWORK MCS CABINET BASE OPTION SCHEDULE BASE OPTION DESCRIPTION Box Base CABINET - 12IN 305MM Other CABINET - SINK OR ICE BIN - 24IN 610MM Box Base CABINET - POS - 29IN 735MM Box Base CABINET - POS BRIDGE FOR SAFE - 22X27IN 560X685MM Box Base CABINET - WARMING WITH TRASH DROP - 12IN 305MM Box Base CABINET - 15IN 380MM Box Base CABINET - WITH DRAWER - 15IN 380MM Box Base CABINET - BREW GRIND - 24IN 610MM Box Base CABINET - WITH TRASH DROP - 15IN 380MM Other CABINET - ESPRESSO CUBBY - 22IN 560MM Box Base CABINET - DT LANDING PLANE SUPPORT - RH

10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125 p. 206.547.1940 | f. 206.547.8212 www.kdw.net

LICENSED ARCHITECT AR-984726

DOUGLAS A. DIEL STATE OF IDAHO

BY SYNSOR BY SYNSOR BY SYNSOR BY SYNSOR BY SYNSOR - APPROXIMATE OVERALL LENGTH REQUIRED: 47 FT - VIF BY SYNSOR

STORE #:

11259

PROJECT #:

35028-017

MCS CASEWORK CONCEPT: ISSUE DATE: 01/20/2015 RENARD MUN DESIGN MANAGER: LEED R AP: PRODUCTION DESIGNER: CHECKED BY:

Rev

Date

Revision Schedule By Description

SHEET TITLE:

SCHEDULES SCALE: AS SHOWN SHEET NUMBER:

I-6002

KDW Salas O'Brien Project #: 140189

LOCATION

477100 NORTH HIGHWAY 95 PONDERAY, ID 83852 COUNTY: BONNER

RESP.

PROJECT ADDRESS:

CASEWORK SCHEDULE - "C" DESCRIPTION

SCHWEITZER CROSSING

COUNT

PROJECT NAME:

C:\Users\taylor.hawley\Documents\#11259 Schweitzer Crossing_taylor.hawley.rvt

DESIGN ID CABINET 11902 11945 11977 12007 12043 12050 12067 12080 12096 12098 12119