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<br />GENERAL CONDITIONS
<br />SECTION 014200 - REFERENCES
<br />PART 1 - GENERAL
<br />1.1 INDUSTRY STANDARDS
<br />A. APPLICABILITY OF STANDARDS: UNLESS THE CONTRACT DOCUMENTS
<br />INCLUDE MORE STRINGENT REQUIREMENTS, APPLICABLE CONSTRUCTION
<br />INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF BOUND
<br />OR COPIED DIRECTLY INTO THE CONTRACT DOCUMENTS TO THE EXTENT
<br />REFERENCED. SUCH STANDARDS ARE MADE A PART OF THE CONTRACT
<br />DOCUMENTS BY REFERENCE.
<br />B. PUBLICATION DATES: COMPLY WITH STANDARDS IN EFFECT AS OF DATE OF
<br />THE CONTRACT DOCUMENTS UNLESS OTHERWISE INDICATED.
<br />C. COPIES OF STANDARDS: EACH ENTITY ENGAGED IN CONSTRUCTION ON
<br />PROJECT SHOULD BE FAMILIAR WITH INDUSTRY STANDARDS APPLICABLE TO
<br />ITS CONSTRUCTION ACTIVITY. COPIES OF APPLICABLE STANDARDS ARE NOT
<br />BOUND WITH THE CONTRACT DOCUMENTS.
<br />1. WHERE COPIES OF STANDARDS ARE NEEDED TO PERFORM A
<br />REQUIRED CONSTRUCTION ACTIVITY, OBTAIN COPIES DIRECTLY
<br />FROM PUBLICATION SOURCE.
<br />1.2 ABBREVIATIONS AND ACRONYMS
<br />A. INDUSTRY ORGANIZATIONS: WHERE ABBREVIATIONS AND ACRONYMS ARE
<br />USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL
<br />MEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST.
<br />ACI AMERICAN CONCRETE INSTITUTE
<br />AHA AMERICAN HARDBOARD ASSOCIATION
<br />AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
<br />ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
<br />APA APA - THE ENGINEERED WOOD ASSOCIATION
<br />ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING AND
<br />AIR-CONDITIONING ENGINEERS
<br />ASTM ASTM INTERNATIONAL
<br />(AMERICAN SOCIETY FOR TESTING AND MATERIALS INTERNATIONAL)
<br />AWI ARCHITECTURAL WOODWORK INSTITUTE
<br />AWPA AMERICAN WOOD PROTECTION ASSOCIATION
<br />(FORMERLY: AMERICAN WOOD PRESERVERS' ASSOCIATION)
<br />CRI CARPET AND RUG INSTITUTE (THE)
<br />CRRC COOL ROOF RATING COUNCIL
<br />CSA CANADIAN STANDARDS ASSOCIATION
<br />CSA CSA INTERNATIONAL
<br />(FORMERLY: IAS - INTERNATIONAL APPROVAL SERVICES)
<br />CSI CONSTRUCTION SPECIFICATIONS INSTITUTE (THE)
<br />ETL SEMCO INTERTEK ETL SEMCO
<br />(FORMERLY: ITS - INTERTEK TESTING SERVICE NA)
<br />FM GLOBAL FM GLOBAL
<br />(FORMERLY: FMG - FM GLOBAL)
<br />FSC FOREST STEWARDSHIP COUNCIL
<br />HPVA HARDWOOD PLYWOOD & VENEER ASSOCIATION
<br />ISO INTERNATIONAL ORGANIZATION FOR STANDARDIZATION
<br />ITS INTERTEK TESTING SERVICE NA
<br />(NOW ETL SEMCO)
<br />MFMA MAPLE FLOORING MANUFACTURERS ASSOCIATION, INC.
<br />MPI MASTER PAINTERS INSTITUTE
<br />NFPA NFPA
<br />(NATIONAL FIRE PROTECTION ASSOCIATION)
<br />NOFMA NOFMA: THE WOOD FLOORING MANUFACTURERS ASSOCIATION
<br />(FORMERLY: NATIONAL OAK FLOORING MANUFACTURERS
<br />ASSOCIATION)
<br />OPL INTERTAK
<br />SDI STEEL DOOR INSTITUTE
<br />SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS'
<br />NATIONAL ASSOCIATION
<br />UL UNDERWRITERS LABORATORIES INC.
<br />USGBC U.S. GREEN BUILDING COUNCIL
<br />WCLIB WEST COAST LUMBER INSPECTION BUREAU
<br />WI WOODWORK INSTITUTE (FORMERLY: WIC - WOODWORK INSTITUTE
<br />OF CALIFORNIA)
<br />B. CODE AGENCIES: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN
<br />SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN
<br />THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST.
<br />DIN DEUTSCHES INSTITUT FUR NORMUNG E.V.
<br />ICC INTERNATIONAL CODE COUNCIL
<br />ICC-ES ICC EVALUATION SERVICE, INC.
<br />C. FEDERAL GOVERNMENT AGENCIES: WHERE ABBREVIATIONS AND
<br />ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT
<br />DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE
<br />ENTITIES IN THE FOLLOWING LIST.
<br />EPA ENVIRONMENTAL PROTECTION AGENCY
<br />D. STANDARDS AND REGULATIONS: WHERE ABBREVIATIONS AND ACRONYMS
<br />ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY
<br />SHALL MEAN THE RECOGNIZED NAME OF THE STANDARDS AND REGULATIONS
<br />IN THE FOLLOWING LIST.
<br />ADAAG AMERICANS WITH DISABILITIES ACT (ADA)
<br />ARCHITECTURAL BARRIERS ACT (ABA)
<br />ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES
<br />AVAILABLE FROM U.S. ACCESS BOARD
<br />CFR CODE OF FEDERAL REGULATIONS
<br />AVAILABLE FROM GOVERNMENT PRINTING OFFICE
<br />E. STATE GOVERNMENT AGENCIES: WHERE ABBREVIATIONS AND ACRONYMS
<br />ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY
<br />SHALL MEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING
<br />LIST.
<br />CDHS CALIFORNIA DEPARTMENT OF HEALTH SERVICES
<br />CDPH CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, INDOOR AIR QUALITY
<br />SECTION
<br />END OF SECTION 014200
<br />GENERAL CONDITIONS (CONTINUED)
<br />SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
<br />1.1 SUMMARY
<br />A. SALVAGING NONHAZARDOUS DEMOLITION AND CONSTRUCTION WASTE.
<br />B. RECYCLING NONHAZARDOUS DEMOLITION AND CONSTRUCTION WASTE.
<br />C. DISPOSING OF NONHAZARDOUS DEMOLITION AND CONSTRUCTION WASTE.
<br />1.2 DEFINITIONS
<br />A. CONSTRUCTION WASTE: BUILDING AND SITE IMPROVEMENT MATERIALS
<br />AND OTHER SOLID WASTE RESULTING FROM CONSTRUCTION, REMODELING,
<br />RENOVATION, OR REPAIR OPERATIONS. CONSTRUCTION WASTE INCLUDES
<br />PACKAGING.
<br />B. DEMOLITION WASTE: BUILDING AND SITE IMPROVEMENT MATERIALS
<br />RESULTING FROM DEMOLITION OR SELECTIVE DEMOLITION OPERATIONS.
<br />C. DISPOSAL: REMOVAL OFF -SITE OF DEMOLITION AND CONSTRUCTION
<br />WASTE AND SUBSEQUENT SALE, RECYCLING, REUSE, OR DEPOSIT IN
<br />LANDFILL OR INCINERATOR ACCEPTABLE TO AUTHORITIES HAVING
<br />JURISDICTION.
<br />D. RECYCLE: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE FOR
<br />SUBSEQUENT PROCESSING IN PREPARATION FOR REUSE.
<br />E. SALVAGE: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE AND
<br />SUBSEQUENT SALE OR REUSE IN ANOTHER FACILITY.
<br />F. SALVAGE AND REUSE: RECOVERY OF DEMOLITION OR CONSTRUCTION
<br />WASTE AND SUBSEQUENT INCORPORATION INTO THE WORK.
<br />1.3 PERFORMANCE REQUIREMENTS
<br />A. END -OF -PROJECT RATES FOR SALVAGE/RECYCLING: [50] [75] PERCENT.
<br />1.4 ACTION SUBMITTALS
<br />A. WASTE MANAGEMENT PLAN: SUBMIT PLAN WITHIN 7 DAYS OF DATE
<br />ESTABLISHED FOR COMMENCEMENT OF THE WORK.
<br />1. TYPES AND QUANTITIES OF DEMOLITION AND CONSTRUCTION
<br />WASTE.
<br />2. TYPE OF WASTE AND WHETHER IT WILL BE SALVAGED, RECYCLED,
<br />OR DISPOSED OF IN LANDFILL OR INCINERATOR.
<br />3. NET ADDITIONAL COST OR NET SAVINGS RESULTING FROM WASTE
<br />MANAGEMENT PLAN.
<br />1.5 INFORMATION SUBMITTALS
<br />A. WASTE REDUCTION PROGRESS REPORTS: CONCURRENT WITH EACH
<br />APPLICATION FOR PAYMENT, SUBMIT REPORT INDICATING TYPE OF WASTE
<br />AND WHETHER IT HAS BEEN SALVAGED, RECYCLED, OR DISPOSED OF IN
<br />LANDFILL OR INCINERATOR.
<br />B. WASTE DISPOSAL RECORDS: INDICATE RECEIPT AND ACCEPTANCE OF
<br />WASTE MATERIAL BY ACCEPTING AND PROCESSING FACILITIES LICENSED
<br />TO ACCEPT THEM. INCLUDE MANIFESTS, TYPE OF MATERIAL, WEIGHT OR
<br />VOLUME TICKETS, RECEIPTS, AND INVOICES.
<br />C. LEED SUBMITTAL: CWM REPORTING TEMPLATE, TABULATING TOTAL
<br />WASTE MATERIAL, QUANTITIES DIVERTED AND MEANS BY WHICH IT IS
<br />DIVERTED, AND STATEMENT THAT REQUIREMENTS FOR THE CREDIT HAVE
<br />BEEN MET.
<br />1.6 RECYCLING WASTE
<br />A. RECYCLING INCENTIVES: REVENUES AND OTHER INCENTIVES FOR
<br />RECYCLING WILL ACCRUE TO OWNER.
<br />END OF SECTION 017419
<br />EXISTING CONDITIONS
<br />SECTION 024119 - SELECTIVE DEMOLITION
<br />1.1 SUMMARY
<br />A. DEMOLITION AND REMOVAL OF [PORTIONS OF A BUILDING OR STRUCTURE]
<br />[SELECTED SITE ELEMENTS].
<br />B. HISTORIC ITEMS REMOVED AND SALVAGED FOR OWNER.
<br />1.2 SUBMITTALS
<br />A. SCHEDULE OF SELECTIVE DEMOLITION ACTIVITIES: INDICATE THE
<br />FOLLOWING:
<br />1. DETAILED SEQUENCE OF SELECTIVE DEMOLITION AND REMOVAL
<br />WORK, WITH STARTING AND ENDING DATES FOR EACH ACTIVITY.
<br />ENSURE OWNER'S [BUILDING MANAGER'S] [AND] [OTHER TENANTS']
<br />ON -SITE OPERATIONS ARE UNINTERRUPTED.
<br />2. INTERRUPTION OF UTILITY SERVICES. INDICATE HOW LONG UTILITY
<br />SERVICES WILL BE INTERRUPTED.
<br />3. COORDINATION FOR SHUTOFF, CAPPING, AND CONTINUATION OF
<br />UTILITY SERVICES.
<br />4. USE OF ELEVATOR AND STAIRS.
<br />5. COORDINATION OF OWNER'S CONTINUING OCCUPANCY OF
<br />PORTIONS OF EXISTING BUILDING AND OF OWNER'S PARTIAL
<br />OCCUPANCY OF COMPLETED WORK.
<br />1.3 PROJECT CONDITIONS
<br />A. OWNER WILL [NOT] OCCUPY PORTIONS OF BUILDING IMMEDIATELY
<br />ADJACENT TO SELECTIVE DEMOLITION AREA.
<br />B. HAZARDOUS MATERIALS: UNKNOWN WHETHER HAZARDOUS MATERIALS WILL
<br />BE ENCOUNTERED. IF ENCOUNTERED, OWNER WILL REMOVE HAZARDOUS
<br />MATERIALS UNDER A SEPARATE CONTRACT.
<br />1.4 WARRANTY
<br />A. EXISTING WARRANTIES: <INSERT LIST OF EXISTING WARRANTIES AFFECTED
<br />BY SELECTIVE DEMOLITION.>
<br />1.5 EXECUTION
<br />A. UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS: MAINTAINED TO
<br />OCCUPIED FACILITIES.
<br />1. SHUT OFF: BY [OWNER] [BUILDING MANAGER] [CONTRACTOR].
<br />B. SITE ACCESS AND TEMPORARY CONTROLS: MINIMUM INTERFERENCE WITH
<br />ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED
<br />AND USED FACILITIES
<br />C. TEMPORARY FACILITIES: PROVIDE TEMPORARY BARRICADES AND OTHER
<br />PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO
<br />ADJACENT BUILDINGS AND FACILITIES TO REMAIN.
<br />D. TEMPORARY SHORING: PROVIDE AND MAINTAIN SHORING, BRACING, AND
<br />STRUCTURAL SUPPORTS AS REQUIRED TO PRESERVE STABILITY AND
<br />PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND
<br />FINISHES TO REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED
<br />MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED.
<br />E. REMOVED AND SALVAGED ITEMS: CLEANED, CRATED, STORED, AND
<br />TRANSPORTED TO OWNER'S [ON] [OFF] -SITE STORAGE AREA.
<br />F. REMOVED AND REINSTALLED ITEMS: CLEANED, REPAIRED, CRATED,
<br />STORED, AND REINSTALLED.
<br />G. EXISTING ITEMS TO REMAIN: EXISTING CONSTRUCTION PROTECTED
<br />AGAINST DAMAGE.
<br />H. DISPOSAL OF DEMOLISHED ITEMS:
<br />1. BURNING: NOT PERMITTED.
<br />2. DISPOSAL: COMPLY WITH REQUIREMENTS SECTION 017419
<br />"CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL".
<br />END OF SECTION 024119
<br />CONCRETE
<br />SECTION 033000 - CAST -IN -PLACE CONCRETE
<br />1.1 SUMMARY
<br />A. CAST -IN -PLACE CONCRETE, INCLUDING FORMWORK, REINFORCEMENT,
<br />CONCRETE MATERIALS, MIXTURE DESIGN, PLACEMENT PROCEDURES,
<br />AND FINISHES, FOR THE FOLLOWING:
<br />1. FOOTINGS.
<br />2. FOUNDATION WALLS.
<br />3. SLABS -ON -GRADE.
<br />1.2 SUBMITTALS
<br />A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.
<br />B. SHOP DRAWINGS:
<br />1. REINFORCING: PLACING DRAWINGS THAT DETAIL FABRICATION,
<br />BENDING, AND PLACEMENT. INCLUDE BAR SIZES, LENGTHS,
<br />MATERIAL, GRADE, BAR SCHEDULES, STIRRUP SPACING, BENT
<br />BAR DIAGRAMS, BAR ARRANGEMENT, SPLICES AND LAPS,
<br />MECHANICAL CONNECTIONS, TIE SPACING, HOOP SPACING, AND
<br />SUPPORTS FOR CONCRETE REINFORCEMENT.
<br />2. SLAB LAYOUTS: DIMENSION LOCATIONS OF CONTROL,
<br />EXPANSION, AND CONSTRUCTION JOINTS. RELATE TO BUILDING
<br />GRID LINES.
<br />C. DESIGN MIXTURES: FOR EACH CONCRETE MIXTURE. SUBMIT ALTERNATE
<br />DESIGN MIXTURES WHEN CHARACTERISTICS OF MATERIALS, PROJECT
<br />CONDITIONS, WEATHER, TEST RESULTS, OR OTHER CIRCUMSTANCES
<br />WARRANT ADJUSTMENTS.
<br />1. INDICATE AMOUNTS OF MIXING WATER TO BE WITHHELD FOR
<br />LATER ADDITION AT PROJECT SITE.
<br />D. CERTIFICATIONS: SUBMIT MILL CERTIFICATES FOR CEMENT,
<br />AGGREGATES, AND REINFORCING.
<br />1.3 MATERIALS
<br />A. STEEL REINFORCEMENT:
<br />1. REINFORCING BARS: DEFORMED.
<br />a. MINIMUM RECYCLED CONTENT: 60%
<br />2. PLAIN -STEEL WELDED WIRE REINFORCEMENT: ASTM A 185,
<br />PLAIN, FABRICATED FROM AS -DRAWN STEEL WIRE INTO FLAT
<br />SHEETS.
<br />B. CONCRETE MATERIALS:
<br />1. PORTLAND CEMENT: ASTM C 150, TYPE I, GRAY, SUPPLEMENT
<br />WITH THE FOLLOWING:
<br />a. FLY ASH: ASTM C 618, CLASS F OR C.
<br />b. GROUND GRANULATED BLAST -FURNACE SLAG: ASTM
<br />C989, GRADE 100 OR 120.
<br />2. AGGREGATE: NORMAL WEIGHT.
<br />3. WATER: ASTM C 94/C 94M.
<br />4. ADMIXTURES: PROVIDE ADMIXTURES CERTIFIED BY
<br />MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURES
<br />AND THAT WILL NOT CONTRIBUTE WATER-SOLUBLE CHLORIDE
<br />IONS EXCEEDING THOSE PERMITTED IN HARDENED CONCRETE.
<br />DO NOT USE CALCIUM CHLORIDE OR ADMIXTURES CONTAINING
<br />CALCIUM CHLORIDE.
<br />a. AIR -ENTRAINMENT: ASTM C 260.
<br />b. WATER -REDUCING ADMIXTURE: ASTM C 494/C 494M,
<br />TYPE A.
<br />c. HIGH -RANGE, WATER -REDUCING ADMIXTURE: ASTM
<br />C494/C 494M, TYPE F.
<br />C. WATERSTOPS: FLEXIBLE RUBBER.
<br />D. PLASTIC VAPOR RETARDER: ASTM E 1745, CLASS A. INCLUDE
<br />MANUFACTURER'S RECOMMENDED ADHESIVE OR PRESSURE -SENSITIVE
<br />JOINT TAPE.
<br />E. CURING MATERIALS: WATERBORNE, MONOMOLECULAR FILM FORMING,
<br />MANUFACTURED FOR APPLICATION TO FRESH CONCRETE.
<br />F. RELATED MATERIALS:
<br />1. EXPANSION- AND ISOLATION -JOINT -FILLER STRIPS ASTM D 1751,
<br />ASPHALT -SATURATED CELLULOSIC FIBER OR ASTM D 1752, CORK
<br />OR SELF -EXPANDING CORK.
<br />2. BONDING AGENT: ASTM C 1059/C 1059M, TYPE 11,
<br />NON-REDISPERSIBLE, ACRYLIC EMULSION OR STYRENE
<br />BUTADIENE.
<br />3. NON -SHRINK GROUTS: ASTM C 1107, GRADE B; NON -SHRINK
<br />NON -CATALYZED NATURAL AGGREGATE GROUT; MINIMUM
<br />COMPRESSIVE STRENGTH OF 7000 PSI AT 28 DAYS; 25 TO 30
<br />SECOND FLOW WHEN TESTED IN ACCORDANCE WITH ASTM C 939
<br />AT 45 TO 90 DEGREES F; CEMENT GRAY IN COLOR
<br />4. FORM RELEASE COATING: WATER BASED TYPE; VOC <150G/I;
<br />NOX-CRETE "UTILITY RELEASE. CRESSET CHEMICAL COMPANY
<br />CRETE 20_VOC," OR APPROVED; NON STAINING.
<br />G. REPAIR MATERIALS:
<br />1. REPAIR UNDERLAYMENT: CEMENT -BASED, POLYMER -MODIFIED,
<br />SELF -LEVELING PRODUCT THAT CAN BE APPLIED IN THICKNESSES
<br />FROM 1/8 INCH (3.2 MM) AND THAT CAN BE FEATHERED AT EDGES
<br />TO MATCH ADJACENT FLOOR ELEVATIONS.
<br />a. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT OR
<br />HYDRAULIC OR BLENDED HYDRAULIC CEMENT AS DEFINED
<br />IN ASTM C 219.
<br />b. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER
<br />RECOMMENDED FOR SUBSTRATE, CONDITIONS, AND
<br />APPLICATION.
<br />c. AGGREGATE: WELL -GRADED, WASHED GRAVEL, 1/8 TO
<br />1/4 INCH (3.2 TO 6 MM) OR COARSE SAND AS
<br />RECOMMENDED BY UNDERLAYMENT MANUFACTURER.
<br />d. COMPRESSIVE STRENGTH: NOT LESS THAN 4100 PSI
<br />(29 MPA) AT 28 DAYS WHEN TESTED ACCORDING TO
<br />ASTM C 109/C 109M.
<br />2. REPAIR OVERLAYMENT: CEMENT -BASED, POLYMER -MODIFIED,
<br />SELF -LEVELING PRODUCT HAT CAN BE APPLIED IN THICKNESSES
<br />FROM 1/8 INCH (3.2 MM) AND THAT CAN BE FEATHERED AT EDGES
<br />TO MATCH ADJACENT FLOOR ELEVATIONS.
<br />a. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT OR
<br />HYDRAULIC OR BLENDED HYDRAULIC CEMENT AS DEFINED
<br />IN ASTM C 219.
<br />b. PRIMER: PRODUCT OF TOPPING MANUFACTURER
<br />RECOMMENDED FOR SUBSTRATE, CONDITIONS, AND
<br />APPLICATION.
<br />c. AGGREGATE: WELL -GRADED, WASHED GRAVEL, 1/8 TO
<br />1/4 INCH (3.2 TO 6 MM) OR COARSE SAND AS
<br />RECOMMENDED BY TOPPING MANUFACTURER.
<br />d. COMPRESSIVE STRENGTH: NOT LESS THAN 5000 PSI
<br />(34.5 MPA) AT 28 DAYS WHEN TESTED ACCORDING TO
<br />ASTM C 109/C 109M.
<br />1.4 INSTALLATION
<br />A. FLOOR AND SLAB FINISHES:
<br />1. FLOAT: SURFACES TO RECEIVE TROWEL FINISH.
<br />2. TROWEL: SURFACES EXPOSED TO VIEW, AND SURFACES TO BE
<br />COVERED WITH RESILIENT FLOORING, CARPET, CERAMIC OR
<br />QUARRY TILE SET OVER A CLEAVAGE MEMBRANE, PAINT, OR
<br />ANOTHER THIN -FILM -FINISH COATING SYSTEM.
<br />3. TROWEL AND FINE BROOM: SURFACES TO BE COVERED WITH
<br />CERAMIC OR QUARRY TILE INSTALLED BY EITHER THICKSET OR
<br />THIN -SET METHOD.
<br />4. BROOM: EXTERIOR CONCRETE PLATFORMS, STEPS, AND RAMPS.
<br />1.5 FIELD QUALITY CONTROL
<br />A. TESTING: BY [OWNER] [CONTRACTOR] -ENGAGED AGENCY.
<br />B. INSPECTIONS: BY OWNER -ENGAGED SPECIAL INSPECTOR.
<br />END OF SECTION 033000
<br />CONCRETE (CONTINUED)
<br />SECTION 033500 - CONCRETE FINISHING
<br />1.1 SUBMITTALS
<br />A. QUALIFICATION DATA: FOR QUALIFIED APPLICATOR.
<br />B. MATERIAL CERTIFICATES.
<br />1.2 FLOOR AND SLAB TREATMENTS
<br />A. VOC CONTENT: FLOOR TREATMENTS SHALL HAVE A VOC CONTENT OF 200 G/L
<br />OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA
<br />METHOD 24).
<br />B. UNPIGMENTED MINERAL DRY -SHAKE FLOOR HARDENER: FACTORY -PACKAGED
<br />DRY COMBINATION OF PORTLAND CEMENT, GRADED QUARTZ AGGREGATE,
<br />AND PLASTICIZING ADMIXTURE.
<br />C. PIGMENTED MINERAL DRY -SHAKE FLOOR HARDENER: FACTORY -PACKAGED,
<br />DRY COMBINATION OF PORTLAND CEMENT, GRADED QUARTZ AGGREGATE,
<br />COLOR PIGMENTS, AND PLASTICIZING ADMIXTURE. USE COLOR PIGMENTS
<br />THAT ARE FINELY GROUND, NONFADING MINERAL OXIDES INTERGROUND WITH
<br />CEMENT.
<br />1.3 LIQUID FLOOR TREATMENTS
<br />A. VOC CONTENT: LIQUID FLOOR TREATMENTS SHALL HAVE A VOC CONTENT OF
<br />200 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D
<br />(EPA METHOD 24).
<br />B. PENETRATING LIQUID FLOOR TREATMENT: CLEAR, CHEMICALLY REACTIVE,
<br />WATERBORNE SOLUTION OF INORGANIC SILICATE OR SILICONATE MATERIALS
<br />AND PROPRIETARY COMPONENTS; ODORLESS; THAT PENETRATES, HARDENS,
<br />AND DENSIFIES CONCRETE SURFACES.
<br />C. PENETRATING LIQUID FLOOR TREATMENTS FOR POLISHED CONCRETE FINISH:
<br />CLEAR, WATERBORNE SOLUTION OF INORGANIC SILICATE OR SILICONATE
<br />MATERIALS AND PROPRIETARY COMPONENTS; ODORLESS; THAT PENETRATES,
<br />HARDENS, AND IS SUITABLE FOR POLISHED CONCRETE SURFACES.
<br />1.4 INSTALLATION
<br />A. DRY -SHAKE FLOOR HARDENER FINISH: AFTER INITIAL FLOATING, APPLY DRY -
<br />SHAKE FLOOR HARDENER TO SURFACES
<br />B. PENETRATING LIQUID FLOOR TREATMENT: PREPARE, APPLY, AND FINISH
<br />PENETRATING LIQUID FLOOR TREATMENT ACCORDING TO MANUFACTURER'S
<br />WRITTEN INSTRUCTIONS.
<br />C. SEALING COAT: UNIFORMLY APPLY A CONTINUOUS SEALING COAT OF CURING
<br />AND SEALING COMPOUND TO HARDENED CONCRETE BY POWER SPRAY OR
<br />ROLLER ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS.
<br />D. PROTECT LIQUID FLOOR TREATMENT FROM DAMAGE AND WEAR DURING THE
<br />REMAINDER OF CONSTRUCTION PERIOD. USE PROTECTIVE METHODS AND
<br />MATERIALS, INCLUDING TEMPORARY COVERING, RECOMMENDED IN WRITING
<br />BY LIQUID FLOOR TREATMENTS INSTALLER.
<br />END OF SECTION 033500
<br />SECTION 035416 - HYDRAULIC -CEMENT -BASED UNDERLAYMENT
<br />1.1 SUMMARY
<br />A. HYDRAULIC -CEMENT -BASED UNDERLAYMENT FOR USE BELOW INTERIOR
<br />FLOOR COVERINGS.
<br />1.2 MATERIALS
<br />A. UNDERLAYMENT: HYDRAULIC -CEMENT -BASED, POLYMER -MODIFIED, SELF -
<br />LEVELING PRODUCT THAT CAN BE APPLIED IN MINIMUM UNIFORM THICKNESS
<br />OF 1/4 INCH (6MM) AND THAT CAN BE FEATHERED AT EDGES TO MATCH
<br />ADJACENT FLOOR ELEVATIONS.
<br />1. CEMENT BINDER: PORTLAND CEMENT, OR OTHER HYDRAULIC OR
<br />BLENDED HYDRAULIC CEMENT.
<br />B. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER RECOMMENDED IN
<br />WRITING FOR SUBSTRATE, CONDITIONS, AND APPLICATION INDICATED.
<br />1. PRIMER SHALL HAVE A VOC CONTENT OF 200 G/L OR LESS WHEN
<br />CALCULATED ACCORDING TO 40 CFR 59, SUBPART D.
<br />END OF SECTION 035416
<br />METALS
<br />SECTION 055000 - METAL FABRICATIONS
<br />1.1 SUMMARY
<br />A. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL
<br />EQUIPMENT.
<br />B. STEEL FRAMING AND SUPPORTS FOR APPLICATIONS WHERE FRAMING AND
<br />SUPPORTS ARE NOT SPECIFIED IN OTHER SECTIONS.
<br />C. SHELF ANGLES.
<br />D. METAL BOLLARDS.
<br />1.2 SUBMITTALS
<br />A. PRODUCT DATA: FOR THE FOLLOWING:
<br />1. PAINT PRODUCTS.
<br />2. GROUT.
<br />3. ALL PREFABRICATED PRODUCTS.
<br />B. SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION DETAILS FOR
<br />METAL FABRICATIONS.
<br />1. INCLUDE PLANS, ELEVATIONS, SECTIONS, AND DETAILS OF METAL
<br />FABRICATIONS AND THEIR CONNECTIONS. SHOW ANCHORAGE AND
<br />ACCESSORY ITEMS.
<br />2. PROVIDE TEMPLATES FOR ANCHORS AND BOLTS SPECIFIED FOR
<br />INSTALLATION UNDER OTHER SECTIONS.
<br />C. WELDING CERTIFICATES.
<br />1.3 PRODUCTS
<br />A. MATERIALS: STEEL PLATES, SHAPES, AND BARS, STEEL PIPE, SLOTTED
<br />CHANNEL FRAMING.
<br />1. LOW -EMITTING PRIMER: METAL PRIMER SHALL HAVE A VOC CONTENT
<br />OF 200 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59,
<br />SUBPART D (EPA METHOD 24).
<br />B. MISCELLANEOUS FRAMING AND SUPPORTS:
<br />1. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL
<br />EQUIPMENT, APPLICATIONS WHERE FRAMING AND SUPPORTS ARE
<br />NOT SPECIFIED IN OTHER SECTIONS.
<br />2. GALVANIZE WHERE INDICATED.
<br />3. PRIME WITH ZINC -RICH PRIMER WHERE INDICATED.
<br />a. ZINC -RICH PRIMER SHALL HAVE A VOC CONTENT OF 340 G/L
<br />OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59,
<br />SUBPART D (EPA METHOD 24).
<br />C. LOOSE STEEL LINTELS, GALVANIZED AT EXTERIOR WALLS.
<br />D. SHELF ANGLES, GALVANIZED.
<br />E. STEEL WELD PLATES AND ANGLES NOT SPECIFIED IN OTHER SECTIONS, FOR
<br />CASTING INTO CONCRETE.
<br />F. METAL BOLLARDS: SCHEDULE 40 STEEL PIPE.
<br />END OF SECTION 055000
<br />STARBUCKS
<br />2401 UTAH AVENUE SOUTH
<br />SEATTLE, WASHINGTON 98134
<br />(206) 318-1575
<br />THESE DRAWINGS AND SPECIFICATIONS ARE
<br />CONFIDENTIAL AND SHALL REMAIN THE SOLE
<br />PROPERTY OF STARBUCKS CORPORATION,
<br />WHICH IS THE OWNER OF THE COPYRIGHT IN
<br />THIS WORK. THEY SHALL NOT BE
<br />REPRODUCED (IN WHOLE OR IN PART), SHARED
<br />WITH THIRD PARTIES OR USED IN ANY MANNER
<br />ON OTHER PROJECTS OR EXTENSIONS TO THIS
<br />PROJECT WITHOUT THE PRIOR WRITTEN
<br />CONSENT OF STARBUCKS CORPORATION.
<br />THESE DRAWINGS AND SPECIFICATIONS ARE
<br />INTENDED TO EXPRESS DESIGN INTENT FOR A
<br />PROTOTYPICAL STARBUCKS STORE (WHICH IS
<br />SUBJECT TO CHANGE AT ANYTIME) AND DO
<br />NOT REFLECT ACTUAL SITE CONDITIONS.
<br />NEITHER PARTY SHALL HAVE ANY OBLIGATION
<br />NOR LIABILITY TO THE OTHER (EXCEPT STATED
<br />ABOVE) UNTIL A WRITTEN AGREEMENT IS
<br />FULLY EXECUTED BY BOTH PARTIES.
<br />STARBUCKS TEMPLATE VERSION i2018.01.26
<br />Design Forum
<br />Architects Inc.
<br />700 W. Pete Rose Way, Suite 460 Donald J. Rethman
<br />Cincinnati, OH 45203 Architect In Charge
<br />Tel: (513) 421-2210 License: AR0017303
<br />Design Forum
<br />Engineering
<br />700 W. Pete Rose Way, Suite 460 Timothy L Raberling, PE
<br />Cincinnati, OH 45203 Professional Engineer
<br />Tel: (513) 421-2210 _ ___ License: 62078
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<br />PROJECT #: 81186-001
<br />ISSUE DATE: 06/22/18
<br />DESIGN PROGRAM ROMINA VIGNOLO
<br />MANAGER:
<br />LEED(D AP:
<br />PRODUCTION DESIGNER: MICHAEL.B.SARKA
<br />M. MCCAUGHEY
<br />Revision Schedule
<br />Rev Date By Description
<br />SHEET TITLE:
<br />CONSTRUCTION
<br />SPECIFICATIONS
<br />SCALE: NO SCALE
<br />SHEET NUMBER:
<br />G-010
<br />
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