7430 EVERGREEN WAY 2014 STARBUCKS Plans 2022-11-09

CONCRETE CONCRETE (CONTINUED) WOOD AND PLASTICS WOOD AND PLASTICS (CONTINUED) SECTION 033000-CAST-IN-PLACE CONCRETE SECTION 033500-CONCRETE FINISHING SECTION 061053-MISCELLANEOUS ROUGH CARPENTRY SECTION 064400-PLASTIC PANELING 1.1 SUMMARY 1.1 SUBMITTALS 1.1 MATERIALS PART 1-GENERAL 4tfe A. CAST-IN-PLACE CONCRETE,INCLUDING FORMWORK,REINFORCEMENT, A. QUALIFICATION DATA: FOR QUALIFIED APPLICATOR. A. WOOD PRODUCTS,GENERAL: 1.1 SUMMARY CONCRETE MATERIALS,MIXTURE DESIGN,PLACEMENT PROCEDURES, B. MATERIAL CERTIFICATES. 1. MAXIMUM MOISTURE CONTENT OF LUMBER: [15 PERCENT] A. SECTION INCLUDES THE FOLLOWING: Afr ,..; 14111k AND FINISHES,FOR THE FOLLOWING: 1.2 FLOOR AND SLAB TREATMENTS [19 PERCENT]. 1. GLASS-FIBER REINFORCED PLASTIC(FRP)WALL PANELING. 1. FOOTINGS. A. VOC CONTENT: FLOOR TREATMENTS SHALL HAVE A VOC CONTENT OF 200 G/L B. WOOD-PRESERVATIVE-TREATED MATERIALS: 2. MOLDING,ADHESIVES,AND JOINT SEALANTS. 2. FOUNDATION WALLS. OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59,SUBPART D(EPA 1. PRESERVATIVE TREATMENT: AWPA U1;USE CATEGORY UC2. 1.2 PLASTIC SHEET PANELING 3. SLABS-ON-GRADE. METHOD 24). a. PRESERVATIVE CHEMICALS: CONTAINING NO ARSENIC OR A. GLASS-FIBER-REINFORCED PLASTIC PANELING: GELCOAT-FINISHED, 1.2 SUBMITTALS B. UNPIGMENTED MINERAL DRY-SHAKE FLOOR HARDENER: FACTORY-PACKAGED CHROMIUM. DO NOT USE INORGANIC BORON(SBX)FOR SILL GLASS-FIBER REINFORCED PLASTIC PANELS COMPLYING WITH ASTM D 5319. A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. DRY COMBINATION OF PORTLAND CEMENT,GRADED QUARTZ AGGREGATE, PLATES. 1. LOW-EMITTING MATERIALS: PANELING SHALL COMPLY WITH THE B. SHOP DRAWINGS: AND PLASTICIZING ADMIXTURE. 2. APPLICATION: ITEMS INDICATED AND THE FOLLOWING: TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA • 1. REINFORCING:PLACING DRAWINGS THAT DETAIL FABRICATION, C. PIGMENTED MINERAL DRY-SHAKE FLOOR HARDENER: FACTORY-PACKAGED, a. ITEMS IN CONTACT WITH ROOFING OR WATERPROOFING. DEPARTMENT OF HEALTH SERVICES'"STANDARD PRACTICE FOR THE BENDING,AND PLACEMENT. INCLUDE BAR SIZES,LENGTHS, DRY COMBINATION OF PORTLAND CEMENT,GRADED QUARTZ AGGREGATE, b. ITEMS IN CONTACT WITH CONCRETE OR MASONRY. TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS MATERIAL,GRADE,BAR SCHEDULES,STIRRUP SPACING,BENT COLOR PIGMENTS,AND PLASTICIZING ADMIXTURE. USE COLOR PIGMENTS c. FRAMING LESS THAN 18 INCHES(460 MM)ABOVE GROUND IN SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS." ©2011 STARBUCKSCOFFEECOMPANY BAR DIAGRAMS,BAR ARRANGEMENT,SPLICES AND LAPS, THAT ARE FINELY GROUND,NONFADING MINERAL OXIDES INTERGROUND WITH CRAWLSPACES. 2. NOMINAL THICKNESS: NOT LESS THAN 0.09 INCHES. MECHANICAL CONNECTIONS,TIE SPACING,HOOP SPACING,AND CEMENT. d. FLOOR PLATES INSTALLED OVER CONCRETE SLABS-ON-GRADE. 3. COLOR: WHITE. SUPPORTS FOR CONCRETE REINFORCEMENT. 1.3 LIQUID FLOOR TREATMENTS C. FIRE-RETARDANT-TREATED MATERIALS: 4. MOLDING COLOR: WHITE. 2. SLAB LAYOUTS:DIMENSION LOCATIONS OF CONTROL, A. VOC CONTENT: LIQUID FLOOR TREATMENTS SHALL HAVE A VOC CONTENT OF 1. EXTERIOR TYPE FOR EXTERIOR LOCATIONS AND WHERE INDICATED. 5. SURFACE FINISH: MOLDED PEBBLE TEXTURE. STARBUCKS COFFEE EXPANSION, CONSTRUCTION JOINTS.RELATE TO BUILDING (EPA METR HOD LESS 3. APPLICATION: ION: I EMS INDICATEDAND TH WHEN CALCULATED ACCORDING TO 40 CFR 59,SUBPART D OTHERWISE INDICATED.FOLLOWING: PANES MADE FROM NO B. FLESSTHAN 80 PERCENT POLYPROPYLENE PANELING: GRID LINES. THODRECYCLED MATERIAL. COMPANY C. DESIGN MIXTURES: FOR EACH CONCRETE MIXTURE. SUBMIT ALTERNATE B. PENETRATING LIQUID FLOOR TREATMENT: CLEAR,CHEMICALLY REACTIVE, a. FRAMING FOR RAISED PLATFORMS. 1. LOW-EMITTING MATERIALS: PANELING SHALL COMPLY WITH THE 2401 UTAH AVENUE SOUTH DESIGN MIXTURES WHEN CHARACTERISTICS OF MATERIALS,PROJECT WATERBORNE SOLUTION OF INORGANIC SILICATE OR SILICONATE MATERIALS b. CONCEALED BLOCKING. TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA SEATTLE,WASHINGTON 98134 CONDITIONS,WEATHER,TEST RESULTS,OR OTHER CIRCUMSTANCES AND PROPRIETARY COMPONENTS;ODORLESS;THAT PENETRATES,HARDENS, c. ROOF FRAMING AND BLOCKING. DEPARTMENT OF PUBLIC HEALTH'S(FORMERLY,THE CALIFORNIA WARRANT ADJUSTMENTS. AND DENSIFIES CONCRETE SURFACES. d. ITEMS IN CONTACT WITH ROOFING. DEPARTMENT OF HEALTH SERVICES')"STANDARD METHOD FOR THE (206)318-1575 1. INDICATE AMOUNTS OF MIXING WATER TO BE WITHHELD FOR C. PENETRATING LIQUID FLOOR TREATMENTS FOR POLISHED CONCRETE FINISH: e. PLYWOOD BACKING PANELS. TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL LATER ADDITION AT PROJECT SITE. CLEAR,WATERBORNE SOLUTION OF INORGANIC SILICATE OR SILICONATE D. FRAMING: EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL THESE DRAWINGS AND SPECIFICATIONS ARE D. CERTIFICATIONS:SUBMIT MILL CERTIFICATES FOR CEMENT, MATERIALS AND PROPRIETARY COMPONENTS;ODORLESS;THAT PENETRATES, 1. NON-LOAD-BEARING INTERIOR PARTITIONS: CONSTRUCTION OR NO.2 CHAMBERS." CONFIDENTIAL AND SHALL REMAIN THE SOLE AGGREGATES,AND REINFORCING. HARDENS,AND IS SUITABLE FOR POLISHED CONCRETE SURFACES. GRADE. 2. NOMINAL THICKNESS: NOT LESS THAN 0.09 INCHES. PROPERTY OF STARBUCKS CORPORATION, 1.3 MATERIALS 1.4 INSTALLATION E. MISCELLANEOUS LUMBER: 3. COLOR: WHITE. WHICH IS THE OWNER OF THE COPYRIGHT IN A. STEEL REINFORCEMENT: A. DRY-SHAKE FLOOR HARDENER FINISH: AFTER INITIAL FLOATING,APPLY DRY- 1. DIMENSION LUMBER: CONSTRUCTION OR NO.2 GRADE. 4. MOLDING COLOR: WHITE. THIS WORK. THEY SHALL NOT BE REPRODUCED 1. REINFORCING BARS: DEFORMED. SHAKE FLOOR HARDENER TO SURFACES 2. UTILITY SHELVING: 19 PERCENT MAXIMUM MOISTURE CONTENT. . 5. SURFACE FINISH: MOLDED PEBBLE TEXTURE. (IN WHOLE OR IN PART),SHARED WITH THIRD a. MINIMUM RECYCLED CONTENT:60% B. PENETRATING LIQUID FLOOR TREATMENT: PREPARE,APPLY,AND FINISH 3. CONCEALED BOARDS: 19 PERCENT MAXIMUM MOISTURE CONTENT. 1.3 ADHESIVES PARTIES OR USED IN ANY MANNER ON OTHER 2. PLAIN-STEEL WELDED WIRE REINFORCEMENT: ASTM A 185, PENETRATING LIQUID FLOOR TREATMENT ACCORDING TO MANUFACTURER'S F. PLYWOOD BACKING PANELS: EXPOSURE 1,C-D PLUGGED[,FIRE-RETARDANT A. AS RECOMMENDED BY PLASTIC PANELING MANUFACTURER. PROJECTS OR EXTENSIONS TO THIS PROJECT PLAIN,FABRICATED FROM AS-DRAWN STEEL WIRE INTO FLAT WRITTEN INSTRUCTIONS. TREATED]. 1. VOC LIMIT:50 G/L WITHOUT THE PRIOR WRITTEN CONSENT OF SHEETS. C. SEALING COAT: UNIFORMLY APPLY A CONTINUOUS SEALING COAT OF CURING G. FASTENERS: HOT-DIP GALVANIZED STEEL WHERE EXPOSED TO WEATHER,IN 1.4 ACCESSORIES STARBUCKS CORPORATION. THESE DRAWINGS B. CONCRETE MATERIALS: AND SEALING COMPOUND TO HARDENED CONCRETE BY POWER SPRAY OR GROUND CONTACT,IN CONTACT WITH TREATED WOOD,OR IN AREA OF HIGH A. TRIM ACCESSORIES: MANUFACTURER'S STANDARD ONE-PIECE VINYL AND SPECIFICATIONS ARE INTENDED TO 1. PORTLAND CEMENT: ASTM C 150,TYPE I,GRAY,SUPPLEMENT ROLLER ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. RELATIVE HUMIDITY. EXTRUSIONS DESIGNED TO RETAIN AND COVER EDGES OF PANELS. EXPRESS DESIGN INTENT FOR A WITH THE FOLLOWING: D. PROTECT LIQUID FLOOR TREATMENT FROM DAMAGE AND WEAR DURING THE H. METAL FRAMING ANCHORS: PROVIDE DIVISION BARS,INSIDE CORNERS,OUTSIDE CORNERS,AND CAPS PROTOTYPICAL STARBUCKS STORE(WHICH IS a. FLY ASH: ASTM C 618,CLASS F OR C. REMAINDER OF CONSTRUCTION PERIOD. USE PROTECTIVE METHODS AND 1. METAL: GALVANIZED STEEL;HOT-DIP HEAVY GALVANIZED STEEL FOR AS NEEDED TO CONCEAL EDGES. SUBJECT TO CHANGE AT ANYTIME)AND DO NOT b. GROUND GRANULATED BLAST-FURNACE SLAG: ASTM MATERIALS,INCLUDING TEMPORARY COVERING,RECOMMENDED IN WRITING WOOD-PRESERVATIVE-TREATED LUMBER AND WHERE INDICATED. 1. COLOR: WHITE. REFLECT ACTUAL SITE CONDITIONS. NEITHER C989,GRADE 100 OR 120. BY LIQUID FLOOR TREATMENTS INSTALLER. I. ADHESIVES: ADHESIVES SHALL HAVE A VOC CONTENT OF 70 G/L OR LESS END OF SECTION 064400 PARTY SHALL HAVE ANY OBLIGATION NOR 2. AGGREGATE: NORMAL WEIGHT. END OF SECTION 033500 WHEN CALCULATED ACCORDING TO 40 CFR 59,SUBPART D(EPA METHOD 24). LIABILITY TO THE OTHER(EXCEPT STATED 3. WATER:ASTM C 94/C 94M. 1.2 INSTALLATION ABOVE)UNTIL A WRITTEN AGREEMENT IS FULLY 4. ADMIXTURES: PROVIDE ADMIXTURES CERTIFIED BY A. FURRING TO RECEIVE PLYWOOD OR HARDBOARD PANELING: 1-BY-3-INCH EXECUTED BY BOTH PARTIES. MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURES NOMINAL-SIZE(19-BY-63-MM ACTUAL-SIZE)FURRING AT[24 INCHES(610 MM)] AND THAT WILL NOT CONTRIBUTE WATER-SOLUBLE CHLORIDE SECTION 035416-HYDRAULIC-CEMENT-BASED UNDERLAYMENT [600 MM]O.C. IONS EXCEEDING THOSE PERMITTED IN HARDENED CONCRETE. 1.1 SUMMARY B. FURRING TO RECEIVE GYPSUM BOARD: 1-BY-2-INCH NOMINAL-SIZE(19-BY-38- THERMAL AND MOISTURE PROTECTION DO NOT USE CALCIUM CHLORIDE OR ADMIXTURES CONTAINING A. HYDRAULIC-CEMENT-BASED UNDERLAYMENT FOR USE BELOW INTERIOR MM ACTUAL-SIZE)FURRING AT[16 INCHES(406 MM)][400 MM]O.C. THROUGH-PENETRATION FIRESTOP SYSTEMS CALCIUM CHLORIDE. FLOOR COVERINGS. END OF SECTION 061053 SECTION 07841- LR. 1a. AIR-ENTRAINMENT:ASTM C 260. 1.2 MATERIALS 11 SUBMITTALSp b. WATER-REDUCING ADMIXTURE: ASTM C 494/C 494M, A. UNDERLAYMENT: HYDRAULIC-CEMENT-BASED,POLYMER-MODIFIED,SELF- A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. TYPE A. LEVELING PRODUCT THAT CAN BE APPLIED IN MINIMUM UNIFORM THICKNESS 1.2 QUALITY ASSURANCE c. HIGH-RANGE,WATER-REDUCING ADMIXTURE: ASTM OF 1/4 INCH(6MM)AND THAT CAN BE FEATHERED AT EDGES TO MATCH A. INSTALLER QUALIFICATIONS: AN FM GLOBAL-APPROVED FIRESTOP C494/C 494M,TYPE F. ADJACENT FLOOR ELEVATIONS. CONTRACTOR OR A UL-QUALIFIED FIRESTOP CONTRACTOR. C. WATERSTOPS: FLEXIBLE RUBBER. 1. CEMENT BINDER: PORTLAND CEMENT,OR OTHER HYDRAULIC OR SECTION 064000-INTERIOR ARCHITECTURAL WOODWORK B. FIRE-TEST-RESPONSE CHARACTERISTICS: TESTED PER ASTM E 814 BY 1.1 SUMMARY QUALIFIED TESTING AND INSPECTING AGENCY. BLENDED HYDRAULIC CEMENT. D. PLASTIC VAPOR RETARDER: ASTM E 1745,CLASS A.INCLUDE A. INTERIOR STANDING AND TRIM. 1.3 PENETRATION FIRESTOPPING MANUFACTURER'S RECOMMENDED ADHESIVE OR PRESSURE-SENSITIVE B. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER RECOMMENDED IN A. FLUSH WOOD PANELINGDINGA AND RUNNING TRIM. P. IN FIRE-RESISTANCE-RATED WALLS: F-RATINGS PER JOINT TAPE. WRITING FOR SUBSTRATE,CONDITIONS,AND APPLICATION INDICATED. C. MELAMINE CABINETS. ASTM E PENETRATIONS OR UL 1479. E. CURING MATERIALS: WATERBORNE,MONOMOLECULAR FILM FORMING, 1. PRIMER SHALL HAVE A VOC CONTENT OF 200 G/L OR LESS WHEN C. MELAMINE SURFACING MATERIAL COUNTERTOPS. B. ASTM E 814 PENETRATIONS IN HORIZONTAL ASSEMBLIES: F-AND T-RATINGS PER MANUFACTURED FOR APPLICATION TO FRESH CONCRETE. CALCULATED ACCORDING TO 40 CFR 59,SUBPART D. F. RELATED MATERIALS: END OF SECTION 035416 E. CLOSET AND UTILITY SHELVING. ASTM E 814 OR UL 1479: 1. EXPANSION AND ISOLATION-JOINT-FILLER STRIPS ASTM D 1751, 1.2 QUALITY ASSURANCE C. PENETRATIONS IN SMOKE BARRIERS: L-RATINGS PER UL 1479. ASPHALT-SATURATED CELLULOSIC FIBER OR ASTM D 1752,CORK A. QUALITY STANDARD. AWI. D. W-RATINGS: PER UL 1479. 1.3 MATERIALS E. VOC CONTENT OF INTERIOR SEALANTS: PROVIDE INTERIOR SEALANTS AND f / i\k/./1/ OR SELF-EXPANDING CORK. A. WOOD PRODUCTS: COMPLY WITH THE FOLLOWING: SEALANT PRIMERS THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOC 2. BONDING AGENT: ASTM C 1059/C 1059M,TYPE II, 1. HARDBOARD: AHA A135.4,MADE WITH BINDER CONTAINING NO CONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59,SUBPART D NON-REDISPERSIBLE,ACRYLIC EMULSION OR STYRENE UREA FORMALDEHYDE. (EPA METHOD 24): BUTADIENE. 2. MEDIUM-DENSITY FIBERBOARD: ANSI A208.2,GRADE 130,MADE 1. SEALANTS: 250 G/L. 3. NON SHRINK GROUTS:ASTM C 1107,GRADE B;NON SHRINK WITH BINDER CONTAINING NO UREA FORMALDEHYDE. 2. SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 G/L. NON-CATALYZED NATURAL AGGREGATE GROUT;MINIMUM COMPRESSIVE STRENGTH OF 7000 PSI AT 28 DAYS;25 TO 30 METALS 3. MOISTURE RESISTANT MEDIUM-DENSITY FIBERBOARD: 3. SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 G/L. ANSI A208.2,GRADE MD,MR50,MADE WITH BINDER CONTAINING 1.4 INSTALLATION SECOND FLOW WHEN TESTED IN ACCORDANCE WITH ASTM C 939 NO UREA FORMALDEHYDE. A. IDENTIFICATION: PREPRINTED METAL OR PLASTIC LABELS,PERMANENTLY AT 45 TO 90 DEGREES F;CEMENT GRAY IN COLOR SECTION 055000-METAL FABRICATIONS 4. STRAW-BASED PARTICLEBOARD: ANSI A208.1,GRADE M-2, ATTACHED. 4. FORM RELEASE COATING:WATER BASED TYPE;VOC<150G/I; 1.1 SUMMARY EXCEPT FOR DENSITY,MADE WITH ADHESIVE CONTAINING NO 1.5 FIELD QUALITY CONTROL NOX-CRETE"UTILITY RELEASE.CRESSET CHEMICAL COMPANY A. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL UREA FORMALDEHYDE. A. INSPECTION OF INSTALLED FIRESTOP SYSTEMS: BY OWNER-ENGAGED CRETE 20_VOC,"OR APPROVED;NON STAINING. EQUIPMENT. 5. SOFTWOOD PLYWOOD: DOC PS 1 AGENCY ACCORDING TO ASTM E 2174 REQUIREMENTS. Revision Schedule G. REPAIR MATERIALS: B. STEEL FRAMING AND SUPPORTS FOR APPLICATIONS WHERE FRAMING AND Rev Date By Description 6. VENEER FACED PANEL PRODUCTS(HARDWOOD PLYWOOD): END OF SECTION 07841 1. REPAIR UNDERLAYMENT: CEMENT-BASED,POLYMER-MODIFIED, SUPPORTS ARE NOT SPECIFIED IN OTHER SECTIONS. HPVA HP-1,MADE WITH ADHESIVE CONTAINING NO UREA SELF-LEVELING PRODUCT THAT CAN BE APPLIED IN THICKNESSES C. SHELF ANGLES. FORMALDEHYDE. FROM 1/8 INCH(3.2 MM)AND THAT CAN BE FEATHERED AT EDGES D. METAL BOLLARDS. B. ADHESIVES,GENERAL: DO NOT USE ADHESIVES THAT CONTAIN TO MATCH ADJACENT FLOOR ELEVATIONS. 1.2 SUBMITTALS UREA FORMALDEHYDE. -Ea. CEMENT BINDER: ASTM C 150,PORTLAND CEMENT OR A. PRODUCT DATA: FOR THE FOLLOWING: C. VOC LIMITS FOR INSTALLATION ADHESIVES AND GLUES: USE SECTION 078446-FIRE-RESISTIVE JOINT SYSTEMS HYDRAULIC OR BLENDED HYDRAULIC CEMENT AS DEFINED 1. PAINT PRODUCTS. INSTALLATION ADHESIVES THAT COMPLY WITH THE FOLLOWING LIMITS 1.1 SUMMARY IN ASTM C 219. 2. GROUT. A. FIRE-RESISTIVE JOINT SYSTEMS FOR THE FOLLOWING: W SUBPART D Z b. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER 3. ALL PREFABRICATED PRODUCTS. FOR C(EPAEPA METHOD WHEN CALCULATED ACCORDING TO 40 CFR 59, 24): 1. JOINTS IN OR BETWEEN FIRE-RESISTANCE-RATED CONSTRUCTIONS. -J RECOMMENDED FOR SUBSTRATE,CONDITIONS,AND B. SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION DETAILS FOR 1. WOOD GLUES: 30 G/L. 2. JOINTS AT EXTERIOR CURTAIN-WALL/FLOOR INTERSECTIONS. --- UJ APPLICATION. METAL FABRICATIONS. c. AGGREGATE: WELL-GRADED,WASHED GRAVEL,1/8 TO 1. INCLUDE PLANS,ELEVATIONS,SECTIONS,AND DETAILS OF METAL 2. PANELADHESIVE:503. JOINTS IN SMOKE BARRIERS. MU I 3. MULTIPURPOSE CONN STT RUCTION ADHESIVE 70 G/L 1.2 PERFORMANCE REQUIREMENTS W1/4 INCH(3.2 TO 6 MM)OR COARSE SAND AS FABRICATIONS AND THEIR CONNECTIONS. SHOW ANCHORAGE AND 4. CONTACT ADHESIVE 80 G/L. A. FIRE RESISTANCE RATINGS OF JOINT SYSTEMS IN AND BETWEEN FIRE0J RECOMMENDED BY UNDERLAYMENT MANUFACTURER. ACCESSORY ITEMS. a. SPECIAL PURPOSE:250 G/L RESISTANCE-RATED CONSTRUCTIONS: EQUALING OR EXCEEDING THE Oa O d. COMPRESSIVE STRENGTH: NOT LESS THAN 4100 PSI 2. PROVIDE TEMPLATES FOR ANCHORS AND BOLTS SPECIFIED FOR D. CLOSET AND UTILITY SHELVING: FIRE RESISTANCE RATINGS OF CONSTRUCTION THAT THEY JOIN,[AND WITH (29 MPA)AT 28 DAYS WHEN TESTED ACCORDING TO INSTALLATION UNDER OTHER SECTIONS.0 1. GRADE: ECONOMY. MOVEMENT CAPABILITIES INDICATED]AS DETERMINED BY UL 2079. > } ASTM C 109/C 109M. C. WELDING CERTIFICATES. 2. SHELF MATERIAL. 3/4 INCH(19 MM)THERMOSET DECORATIVE 1.3 SUBMITTALS Q Q 2. REPAIR OVERLAYMENT: CEMENT BASED,POLYMER MODIFIED, 1.3 PRODUCTS PANEL WITH PVC OR POLYESTER EDGE BANDING. A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. SELF-LEVELING PRODUCT HAT CAN BE APPLIED IN THICKNESSES A. MATERIALS: STEEL PLATES,SHAPES,AND BARS,STEEL PIPE,SLOTTED 3. CLEATS: 3/4 INCH(19 MM)PANEL PRODUCT. 1.4 QUALITY ASSURANCE CO (- FROM 1/8 INCH(3.2 MM)AND THAT CAN BE FEATHERED AT EDGES CHANNEL FRAMING. E. SHOP FINISHING: A. FIRE-TEST-RESPONSE CHARACTERISTICS: TESTED BY QUALIFIED TESTING Z Z TO MATCH ADJACENT FLOOR ELEVATIONS. 1. LOW-EMITTING PRIMER: METAL PRIMER SHALL HAVE A VOC CONTENTLIJ 1. GRADE: SAME GRADE AS WOODWORK. AND INSPECTING AGENCY. Z (\[ a. CEMENT BINDER: ASTM C 150,PORTLAND CEMENT OR OF 200 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, 1.5 FIRE-RESISTIVE JOINT SYSTEMS Z w oQ W 2. EXTENT: ALL WOODWORK SHOP FINISHED. HYDRAULIC OR BLENDED HYDRAULIC CEMENT AS DEFINED SUBPART D(EPA METHOD 24). 1.4 INSTALLATION A. DESIGNATION SYSTEM FOR JOINTS IN OR BETWEEN FIRE-RESISTANCE-RATED 09 O C9 IN ASTM C 219. B. MISCELLANEOUS FRAMING AND SUPPORTS: A. SCRIBE AND CUT MILLWORK TO FIT ADJOINING WORK,REFINISH CUT CONSTRUCTIONS: ALPHANUMERIC SYSTEMS LISTED IN UL'S"FIRE UJ w CC b. PRIMER: PRODUCT OF TOPPING MANUFACTURER 1. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL SURFACES,AND REPAIR DAMAGED FINISH AT CUTS. RESISTANCE DIRECTORY"UNDER PRODUCT CATEGORY XHBN. W f Q RECOMMENDED FOR SUBSTRATE,CONDITIONS,AND EQUIPMENT,APPLICATIONS WHERE FRAMING AND SUPPORTS ARE B. ANCHOR MILLWORK TO ANCHORS OR BLOCKING BUILT IN OR DIRECTLY B. JOINTS IN OR BETWEEN FIRE-RESISTANCE-RATED CONSTRUCTION:EQUAL TO �/ UJ C� I L� APPLICATION. NOT SPECIFIED IN OTHER SECTIONS. ATTACHED TO SUBSTRATES. SECURE WITH COUNTERSUNK, OR EXCEEDING THE FIRE-RESISTANCE RATING OF CONSTRUCTION THEY WILL Ed r: Q (I) (.,� c. AGGREGATE: WELL-GRADED,WASHED GRAVEL,1/8 TO 2. GALVANIZE WHERE INDICATED. CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR JOIN. C 1/4 INCH(3.2 TO 6MM)OR COARSE SAND AS 3. PRIME WITH ZINC-RICH PRIMER WHERE INDICATED. p w E-- G COMPLETE INSTALLATION.USE FINE FINISHING NAILS OR FINISHING C. JOINTS AT EXTERIOR CURTAIN-WALL/FLOOR INTERSECTIONS:EQUAL TO OR Q M RECOMMENDED BY TOPPING MANUFACTURER. a. ZINC RICH PRIMER SHALL HAVE A VOC CONTENT OF 340 G/L SCREWS FOR EXPOSED FASTENING,COUNTERSUNK AND FILLED FLUSH EXCEEDING THE FIRE-RESISTANCE RATING OF THE FLOOR ASSEMBLY. Z n/ < > I O X d. COMPRESSIVE STRENGTH: NOT LESS THAN 5000 PSI OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, WITH MILLWORK AND MATCHING FINAL FINISH IF TRANSPARENT FINISH D. JOINTS IN SMOKE BARRIERS: I- I I = I-- w UJ D - (34.5 MPA)AT 28 DAYS WHEN TESTED ACCORDING TO SUBPART D(EPA METHOD 24). IS INDICATED. 1. L-RATING: NOT EXCEEDING 5.0 CFM/FT(0.00775 CU.M/S X M)OF JOINT U 0 I 00 ASTM C 109/C 109M. C. LOOSE STEEL LINTELS,GALVANIZED AT EXTERIOR WALLS. AT 0.30 INCH WG(74.7 PA)AT BOTH AMBIENT AND ELEVATED w Q C/) LLI 1.4 INSTALLATION D. SHELF ANGLES,GALVANIZED. C. CABINETS: INSTALL WITHOUT DISTORTION SO DOORS AND DRAWERS FIT M J OPENINGS PROPERLY AND ARE ACCURATELY ALIGNED. ADJUST TEMPERATURES. O LU O Q A. FLOOR AND SLAB FINISHES: E. STEEL WELD PLATES AND ANGLES NOT SPECIFIED IN OTHER SECTIONS,FOR HARDWARE TO CENTER DOORS AND DRAWERS IN OPENINGS AND TO E. EXPOSED FIRE-RESISTIVE JOINT SYSTEMS: PROVIDE PRODUCTS WITH a W a N.. w w U 1. FLOAT: SURFACES TO RECEIVE TROWEL FINISH. CASTING INTO CONCRETE. PROVIDE UNENCUMBERED OPERATION. COMPLETE INSTALLATION OF FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF LESS THAN 25 AND 450, HARDWARE AND ACCESSORY ITEMS AS INDICATED. Q 2. TROWEL: SURFACES EXPOSED TO VIEW,AND SURFACES TO BE F. METAL BOLLARDS: SCHEDULE 40 STEEL PIPE. RESPECTIVELY,AS DETERMINED PER ASTM E 84. J COVERED WITH RESILIENT FLOORING,CARPET,CERAMIC OR END OF SECTION 055000 F. VOC CONTENT: FIRE-RESISTIVE JOINT SYSTEM SEALANTS SHALL COMPLY a QUARRY TILE SET OVER A CLEAVAGE MEMBRANE,PAINT,OR 1. INSTALL CABINETS WITH NO MORE THAN 1/8 INCH IN 96 INCH STORE#: 3813 (3 MM IN 2400 MM)SAG,BOW,OR OTHER VARIATION FROM A WITH THE FOLLOWING LIMITS FOR VOC CONTENT WHEN CALCULATED Y ANOTHER THIN-FILM-FINISH COATING SYSTEM. STRAIGHT LINE. ACCORDING TO 40 CFR 59,SUBPART D(EPA METHOD 24): PROJECT#: 15866-035 u) 3. TROWEL AND FINE BROOM: SURFACES TO BE COVERED WITH D. COUNTERTOPS: ANCHOR SECURELY BY SCREWING THROUGH CORNER 1. ARCHITECTURAL SEALANTS: 250 G/L. O CERAMIC OR QUARRY TILE INSTALLED BY EITHER THICKSET OR BLOCKS OF BASE CABINETS OR OTHER SUPPORTS INTO UNDERSIDE OF 2. SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 G/L. CONCEPT: MCS THIN SET METHOD. COUNTERTOP. G. SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 G/L. 4. BROOM: EXTERIOR CONCRETE PLATFORMS, AND RAMPS. 1. ALIGN ADJACENT SOLID-SURFACING-MATERIAL COUNTERTOPS H. ACCESSORIES: FORMING MATERIALS AND OTHER COMPONENTS NEEDED PALETTE O 1.5 FIELD QUALITY CONTROL AND FORM SEAMS TO COMPLY WITH MANUFACTURER'S WRITTEN TO INSTALL FILL MATERIALS AND MAINTAIN RATINGS REQUIRED. A. TESTING: BY[OWNER][CONTRACTOR]ENGAGED AGENCY. RECOMMENDATIONS USING ADHESIVE IN COLOR TO MATCH END OF SECTION 078446 ISSUE DATE: 03/24/14 B. INSPECTIONS: BY OWNER-ENGAGED SPECIAL INSPECTOR. COUNTERTOP. CAREFULLY DRESS JOINTS SMOOTH,REMOVE END OF SECTION 033000 SURFACE SCRATCHES,AND CLEAN ENTIRE SURFACE. DESIGN MANAGER: JESSICA SWANN co 2. INSTALL COUNTERTOPS WITH NO MORE THAN 1/8 INCH IN 96 INCH LEND®AP: (3 MM IN 2400 MM)SAG,BOW,OR OTHER VARIATION FROM A o STRAIGHT LINE. PRODUCTION DESIGNER:DLR GROUP 3. SECURE COVED BACKSPLASHES TO TOPS PER MANUFACTURES FABRICATION MANUAL AND TO WALLS WITH ADHESIVE. CHECKED BY: HELEN WONG 4. CALK SPACE BETWEEN BACKSPLASH AND WALL WITH SEALANT SPECIFIED IN DIVISION 7 SECTION"JOINT SEALANTS." SHEET TITLE: a END OF SECTION 064000 DESIGN N CO Cr, SPECIFICATIONS M C6 SCALE: 1/4"=1'-0" d' 0 SHEET NUMBER: N 7430 Evergreen Way- Starbucks - B1404-012 G-0011 Cl) N (r.i