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CONCRETE1.1 SUMMARYA. CAST-IN-PLACE CONCRETE, INCLUDING FORMWORK, REINFORCEMENT, CONCRETEMATERIALS, MIXTURE DESIGN, PLACEMENT PROCEDURES, AND FINISHES, FOR THEFOLLOWING:1. FOOTINGS.2. FOUNDATION WALLS.3. SLABS-ON-GRADE.1.2 SUBMITTALSA. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.B. SHOP DRAWINGS:1. REINFORCING: PLACING DRAWINGS THAT DETAIL FABRICATION, BENDING, ANDPLACEMENT. INCLUDE BAR SIZES, LENGTHS, MATERIAL, GRADE, BARSCHEDULES, 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, ANDCONSTRUCTION JOINTS. RELATE TO BUILDING GRID LINES.C. DESIGN MIXTURES: FOR EACH CONCRETE MIXTURE. SUBMIT ALTERNATE DESIGNMIXTURES WHEN CHARACTERISTICS OF MATERIALS, PROJECT CONDITIONS,WEATHER, TEST RESULTS, OR OTHER CIRCUMSTANCES WARRANT ADJUSTMENTS.1. INDICATE AMOUNTS OF MIXING WATER TO BE WITHHELD FOR LATERADDITION AT PROJECT SITE.D. CERTIFICATIONS: SUBMIT MILL CERTIFICATES FOR CEMENT, AGGREGATES, ANDREINFORCING.1.3 MATERIALSA. 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 THEFOLLOWING:a. FLY ASH: ASTM C 618, CLASS F OR C.b. GROUND GRANULATED BLAST-FURNACE SLAG: ASTM C 989, GRADE 100 OR120.2. AGGREGATE: NORMAL WEIGHT.3. WATER: ASTM C 94/C 94M.4. ADMIXTURES: PROVIDE ADMIXTURES CERTIFIED BY MANUFACTURER TO BECOMPATIBLE WITH OTHER ADMIXTURES AND THAT WILL NOT CONTRIBUTEWATER-SOLUBLE CHLORIDE IONS EXCEEDING THOSE PERMITTED IN HARDENEDCONCRETE. DO NOT USE CALCIUM CHLORIDE OR ADMIXTURES CONTAININGCALCIUM CHLORIDE.a. AIR-ENTRAINMENT: ASTM C 260.b. WATER-REDUCING ADMIXTURE: ASTM C 494/C 494M, TYPE A.c. HIGH-RANGE, WATER-REDUCING ADMIXTURE: ASTM C 494/C494M, TYPE F.C. WATERSTOPS: FLEXIBLE RUBBER.D. PLASTIC VAPOR RETARDER: ASTM E 1745, CLASS A. INCLUDE MANUFACTURER'SRECOMMENDED 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 ORSELF-EXPANDING CORK.2. BONDING AGENT: ASTM C 1059/C 1059M, TYPE II, NON-REDISPERSIBLE, ACRYLICEMULSION OR STYRENE BUTADIENE.3. NON-SHRINK GROUTS: ASTM C 1107, GRADE B; NON-SHRINK NON-CATALYZEDNATURAL AGGREGATE GROUT; MINIMUM COMPRESSIVE STRENGTH OF 7000 PSIAT 28 DAYS; 25 TO 30 SECOND FLOW WHEN TESTED IN ACCORDANCE WITHASTM C 939 AT 45 TO 90 DEGREES F; CEMENT GRAY IN COLOR4. FORM RELEASE COATING: WATER BASED TYPE; VOC <150G/I; NOX-CRETE"UTILITY RELEASE. CRESSET CHEMICAL COMPANY CRETE 20_VOC,” ORAPPROVED; NON STAINING.G. REPAIR MATERIALS:1. REPAIR UNDERLAYMENT: CEMENT-BASED, POLYMER-MODIFIED, SELF-LEVELINGPRODUCT THAT CAN BE APPLIED IN THICKNESSES FROM 1/8 INCH(3.2 MM) ANDTHAT CAN BE FEATHERED AT EDGES TO MATCH ADJACENT FLOOR ELEVATIONS.a. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT OR HYDRAULIC ORBLENDED HYDRAULIC CEMENT AS DEFINED IN ASTM C 219.b. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER RECOMMENDEDFOR 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 UNDERLAYMENTMANUFACTURER.D. COMPRESSIVE STRENGTH: NOT LESS THAN 4100 PSI(29 MPA) AT 28 DAYS WHENTESTED ACCORDING TO ASTM C 109/C 109M.2. REPAIR OVERLAYMENT: CEMENT-BASED, POLYMER-MODIFIED, SELF-LEVELINGPRODUCT THAT CAN BE APPLIED IN THICKNESSES FROM 1/8 INCH(3.2 MM) ANDTHAT CAN BE FEATHERED AT EDGES TO MATCH ADJACENT FLOORELEVATIONS.a. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT OR HYDRAULIC ORBLENDED HYDRAULIC CEMENT AS DEFINED IN ASTM C 219.b. PRIMER: PRODUCT OF TOPPING MANUFACTURER RECOMMENDED FORSUBSTRATE, 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 TOPPINGMANUFACTURER.d. COMPRESSIVE STRENGTH: NOT LESS THAN 5000 PSI(34.5 MPA) AT 28 DAYSWHEN TESTED ACCORDING TO ASTM C 109/C 109M.1.4 INSTALLATIONA. FLOOR AND SLAB FINISHES:1. FLOAT: SURFACES TO RECEIVE TROWEL FINISH.2. TROWEL: SURFACES EXPOSED TO VIEW, AND SURFACES TO BE COVERED WITHRESILIENT FLOORING, CARPET, CERAMIC OR QUARRY TILE SET OVER ACLEAVAGE MEMBRANE, PAINT, OR ANOTHER THIN-FILM-FINISH COATINGSYSTEM.3. TROWEL AND FINE BROOM: SURFACES TO BE COVERED WITH CERAMIC ORQUARRY TILE INSTALLED BY EITHER THICKSET OR THIN-SET METHOD.4. BROOM: EXTERIOR CONCRETE PLATFORMS, PATIO, STEPS AND RAMPS.1.5 FIELD QUALITY CONTROLA. TESTING: BY OWNER-ENGAGED AGENCY.B. INSPECTIONS: BY OWNER-ENGAGED SPECIAL INSPECTOR.END OF SECTION 033000SECTION 033000 - CAST-IN-PLACE CONCRETECONCRETE1.1 SUBMITTALSA. QUALIFICATION DATA: FOR QUALIFIED APPLICATOR.B. MATERIAL CERTIFICATES.1.2 FLOOR AND SLAB TREATMENTSA. VOC CONTENT: FLOOR TREATMENTS SHALL HAVE A VOC CONTENT OF 200 G/L ORLESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24).B. UNPIGMENTED MINERAL DRY-SHAKE FLOOR HARDENER: FACTORY-PACKAGED DRYCOMBINATION OF PORTLAND CEMENT, GRADED QUARTZ AGGREGATE, ANDPLASTICIZING ADMIXTURE.C. PIGMENTED MINERAL DRY-SHAKE FLOOR HARDENER: FACTORY-PACKAGED, DRYCOMBINATION OF PORTLAND CEMENT, GRADED QUARTZ AGGREGATE, COLORPIGMENTS, AND PLASTICIZING ADMIXTURE. USE COLOR PIGMENTS THAT AREFINELY GROUND, NONFADING MINERAL OXIDES INTERGROUND WITH CEMENT.1.3 LIQUID FLOOR TREATMENTSA. VOC CONTENT: LIQUID FLOOR TREATMENTS SHALL HAVE A VOC CONTENT OF200 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 ANDPROPRIETARY COMPONENTS; ODORLESS; THAT PENETRATES, HARDENS, ANDDENSIFIES CONCRETE SURFACES.C. PENETRATING LIQUID FLOOR TREATMENTS FOR POLISHED CONCRETE FINISH:CLEAR, WATERBORNE SOLUTION OF INORGANIC SILICATE OR SILICONATEMATERIALS AND PROPRIETARY COMPONENTS; ODORLESS; THAT PENETRATES,HARDENS, AND IS SUITABLE FOR POLISHED CONCRETE SURFACES.1.4 INSTALLATIONA. DRY-SHAKE FLOOR HARDENER FINISH: AFTER INITIAL FLOATING, APPLY DRY-SHAKEFLOOR HARDENER TO SURFACESB. PENETRATING LIQUID FLOOR TREATMENT: PREPARE, APPLY, AND FINISHPENETRATING LIQUID FLOOR TREATMENT ACCORDING TO MANUFACTURER'SWRITTEN INSTRUCTIONS.C. SEALING COAT: UNIFORMLY APPLY A CONTINUOUS SEALING COAT OF CURING ANDSEALING COMPOUND TO HARDENED CONCRETE BY POWER SPRAY OR ROLLERACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS.D. PROTECT LIQUID FLOOR TREATMENT FROM DAMAGE AND WEAR DURING THEREMAINDER OF CONSTRUCTION PERIOD. USE PROTECTIVE METHODS ANDMATERIALS, INCLUDING TEMPORARY COVERING, RECOMMENDED IN WRITING BYLIQUID FLOOR TREATMENTS INSTALLER.END OF SECTION 033500SECTION 033500 - CONCRETE FINISHINGCONCRETE1.1 SUMMARYA. HYDRAULIC-CEMENT-BASED UNDERLAYMENT FOR USE BELOW INTERIOR FLOORCOVERINGS.1.2 MATERIALSA. UNDERLAYMENT: HYDRAULIC-CEMENT-BASED, POLYMER-MODIFIED, SELF-LEVELINGPRODUCT THAT CAN BE APPLIED IN MINIMUM UNIFORM THICKNESS OF 1/4 INCH(6 MM) AND THAT CAN BE FEATHERED AT EDGES TO MATCH ADJACENT FLOORELEVATIONS.1. CEMENT BINDER: PORTLAND CEMENT, OR OTHER HYDRAULIC OR BLENDEDHYDRAULIC CEMENT.B. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER RECOMMENDED INWRITING FOR SUBSTRATE, CONDITIONS, AND APPLICATION INDICATED.1. PRIMER SHALL HAVE A VOC CONTENT OF 200 G/L OR LESS WHEN CALCULATEDACCORDING TO 40 CFR 59, SUBPART D.END OF SECTION 035416SECTION 035416 - HYDRAULIC-CEMENT-BASED UNDERLAYMENTMASONRY1.1 SUMMARYA. MASONRY CONSTRUCTION:1. MASONRY VENEER.1.2 SUBMITTALSA. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.B. SHOP DRAWINGS: FOR THE FOLLOWING:1. MASONRY UNITS: SHOW SIZES, PROFILES, COURSING, AND LOCATIONS OFSPECIAL SHAPES.2. FABRICATED FLASHING: DETAIL CORNER UNITS, END-DAM UNITS, AND OTHER.SPECIAL APPLICATIONS.C. SAMPLES FOR VERIFICATION: FOR EACH TYPE AND COLOR OF THE FOLLOWING:1. FACE BRICK.2. SPECIAL BRICK SHAPES.3. PIGMENTED AND COLORED-AGGREGATE MORTAR. MAKE SAMPLES USING SAMESAND AND MORTAR INGREDIENTS TO BE USED ON PROJECT. LABEL SAMPLESTO INDICATE TYPES AND AMOUNTS OF PIGMENTS USED.4. ACCESSORIES EMBEDDED IN MASONRY.D. MIX DESIGNS: FOR EACH TYPE OF MORTAR AND GROUT. INCLUDE DESCRIPTIONOF TYPE AND PROPORTIONS OF INGREDIENTS.1. INCLUDE TEST REPORTS, PER ASTM C 780, FOR MORTAR MIXES REQUIRED TOCOMPLY WITH PROPERTY SPECIFICATION.2. INCLUDE TEST REPORTS, PER ASTM C 1019, FOR GROUT MIXES REQUIRED TOCOMPLY WITH COMPRESSIVE STRENGTH REQUIREMENT.E. COLD-WEATHER PROCEDURES: DETAILED DESCRIPTION OF METHODS, MATERIALS,AND EQUIPMENT TO BE USED TO COMPLY WITH COLD-WEATHER REQUIREMENTS.1.3 QUALITY ASSURANCEA. PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE TOCOMPLY WITH REQUIREMENTS IN GENERAL CONDITIONS OF THE CONTRACT.1.4 MATERIALSA. FACE BRICK: FACING BRICK COMPLYING WITH ASTM C 216.1. GRADE:[SW] [MW OR SW].2. TYPE: FBS3. INITIAL RATE OF ABSORPTION: LESS THAN 30 G/30 SQ. IN. (30 G/194 SQ. CM) PERMINUTE WHEN TESTED PER ASTM C 67.B. EFFLORESCENCE: PROVIDE BRICK THAT HAS BEEN TESTED ACCORDING TOASTM C 67 AND IS RATED "NOT EFFLORESCED."1. SIZE (ACTUAL DIMENSIONS): 3-5/8 INCHES(92 MM) WIDE BY 2-1/4 INCHES (57 MM)HIGH BY 11-5/8 INCHES(194 MM) LONG.C. MASONRY JOINT REINFORCEMENT:1. MASONRY JOINT REINFORCEMENT, GENERAL: ASTM A 951/A 951M.2. MASONRY JOINT REINFORCEMENT FOR VENEERS ANCHORED WITH SEISMICMASONRY-VENEER ANCHORS: SINGLE 0.187-INCH- (4.76-MM-) DIAMETER,[HOT-DIP GALVANIZED, CARBON] [STAINLESS]-STEEL CONTINUOUS WIRE.D. TIES AND ANCHORS: HOT-DIPPED GALVANIZED OR STAINLESS STEEL.1. GENERAL: TIES AND ANCHORS SHALL EXTEND AT LEAST 1-1/2 INCHES (38 MM)INTO VENEER BUT WITH AT LEAST A 5/8-INCH (16-MM) COVER ON OUTSIDE FACE.2. ADJUSTABLE ANCHORS FOR CONNECTING TO CONCRETE: PROVIDE ANCHORSTHAT ALLOW VERTICAL OR HORIZONTAL ADJUSTMENT BUT RESIST TENSIONAND COMPRESSION FORCES PERPENDICULAR TO PLANE OF WALL.3. RIGID ANCHORS.4. ADJUSTABLE MASONRY-VENEER ANCHORS: PROVIDE ANCHORS THAT ALLOWVERTICAL ADJUSTMENT BUT RESIST A 100-LBF (445-N) LOAD IN BOTH TENSIONAND COMPRESSION PERPENDICULAR TO PLANE OF WALL WITHOUT DEFORMINGOR DEVELOPING PLAY IN EXCESS OF 1/16 INCH (1.5 MM).E. EMBEDDED FLASHING:1. ALL FLASHING: STAINLESS STEEL.2. PARTIALLY EXPOSED FLASHING: STAINLESS STEEL.F. MESH WEEP/VENT: FREE-DRAINING MESH; MADE FROM POLYETHYLENE STRANDS,FULL HEIGHT AND WIDTH OF HEAD JOINT AND DEPTH 1/8 INCH (3 MM) LESS THANDEPTH OF OUTER WYTHE; IN COLOR SELECTED FROM MANUFACTURER'SSTANDARD.G. CAVITY DRAINAGE MATERIAL: FREE-DRAINING MESH, MADE FROM POLYMERSTRANDS THAT WILL NOT DEGRADE WITHIN THE WALL CAVITY.H. MORTAR:1. PORTLAND CEMENT-LIME MORTAR UNLESS OTHERWISE INDICATED.a. ALKALI CONTENT SHALL NOT BE MORE THAN 0.1 PERCENT WHEN TESTEDACCORDING TO ASTM C 114.1.5 SOURCE QUALITY CONTROLA. TESTING AGENCY: OWNER ENGAGED, WITH PAYMENT BY OWNER.1.6 INSTALLATIONA. MATCH EXISTING MASONRY COURSING, BONDING, COLOR, AND TEXTURE.B. BOND PATTERN: AS INDICATED.C. CLEAN MASONRY WASTE RECYCLED AS FILL MATERIAL.1.7 FIELD QUALITY CONTROLA. TESTING AGENCY: OWNER ENGAGED.B. INSPECTIONS: SPECIAL INSPECTIONS ACCORDING TO LEVEL B INTMS 402/ACI 530/ASCE 5.END OF SECTION 042113SECTION 042113 - BRICK MASONRYMASONRY1.1 SUMMARYA. MASONRY CONSTRUCTION:1. SINGLE-WYTHE MASONRY.1.2 SUBMITTALSA. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.B. SHOP DRAWINGS: FOR THE FOLLOWING:1. REINFORCING STEEL: DETAIL BENDING AND PLACEMENT OF UNIT MASONRYREINFORCING BARS. COMPLY WITH ACI 315, "DETAILS AND REINFORCED WALLS.2. FABRICATED FLASHING: DETAIL CORNER UNITS, END-DAM UNITS, ANDOTHER SPECIAL APPLICATIONS.C. SAMPLES FOR VERIFICATION: FOR EACH TYPE AND COLOR OF THE FOLLOWING:1. EXPOSED CONCRETE MASONRY UNITS.D. MIX DESIGNS: FOR EACH TYPE OF MORTAR AND GROUT. INCLUDE DESCRIPTIONOF TYPE AND PROPORTIONS OF INGREDIENTS.1. INCLUDE TEST REPORTS, PER ASTM C 780, FOR MORTAR MIXES REQUIRED TOCOMPLY WITH PROPERTY SPECIFICATION.2. INCLUDE TEST REPORTS, PER ASTM C 1019, FOR GROUT MIXES REQUIRED TOCOMPLY WITH COMPRESSIVE STRENGTH REQUIREMENT.1.3 MATERIALSA. CONCRETE MASONRY UNITS (CMUS):1. UNITS MADE WITH INTEGRAL WATER REPELLENT FOR EXPOSED UNITS ANDWHERE INDICATED.2. CONCRETE MASONRY UNITS: MEDIUM WEIGHT UNLESS INDICATED OTHERWISE.B. MASONRY LINTELS: PREFABRICATED OR BUILT-IN-PLACE CMU LINTELS.C. REINFORCING STEEL: UNCOATED STEEL REINFORCING BARS.D. REINFORCING BAR POSITIONERS: WIRE UNITS DESIGNED TO FIT INTO MORTAR BEDJOINTS SPANNING MASONRY UNIT CELLS AND TO HOLD REINFORCING BARS INCENTER OF CELLS.E. MASONRY JOINT REINFORCEMENT:1. EXTERIOR WALLS: HOT-DIP GALVANIZED, CARBON STEEL.F. EMBEDDED FLASHING:1. ALL FLASHING: STAINLESS STEEL2. SINGLE-WYTHE CMU FLASHING SYSTEM: HIGH-DENSITY POLYETHYLENE CELLFLASHING PANS AND INTERLOCKING CMU WEB COVERS.G. MASONRY-CELL INSULATION: LOOSE-GRANULAR PERLITE.H. MORTAR: PORTLAND CEMENT-LIME MORTAR UNLESS OTHERWISE INDICATED.1.4 INSTALLATIONA. MATCH EXISTING MASONRY COURSING, BONDING, COLOR, AND TEXTURE.B. BOND PATTERN: RUNNING BOND.C. CLEAN MASONRY WASTE RECYCLED AS FILL MATERIAL.1.5 FIELD QUALITY CONTROLA. TESTING AGENCY: OWNER ENGAGEDB. INSPECTIONS: SPECIAL INSPECTIONS ACCORDING TO LEVEL B INTMS 402/ACI 530/ASCE 5.END OF SECTION 042200SECTION 042200 - CONCRETE MASONRY UNITSMETALS1.1 SUMMARYA. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL EQUIPMENT.B. STEEL FRAMING AND SUPPORTS FOR APPLICATIONS WHERE FRAMING ANDSUPPORTS ARE NOT SPECIFIED IN OTHER SECTIONS.C. SHELF ANGLES.D. METAL BOLLARDS.1.2 SUBMITTALSA. PRODUCT DATA: FOR THE FOLLOWING:1. PAINT PRODUCTS.2. GROUT.3. ALL PREFABRICATED PRODUCTS.B. SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION DETAILS FOR METALFABRICATIONS.1. INCLUDE PLANS, ELEVATIONS, SECTIONS, AND DETAILS OF METALFABRICATIONS AND THEIR CONNECTIONS. SHOW ANCHORAGE ANDACCESSORY ITEMS.2. PROVIDE TEMPLATES FOR ANCHORS AND BOLTS SPECIFIED FOR INSTALLATIONUNDER OTHER SECTIONS.C. WELDING CERTIFICATES.1.3 PRODUCTSA. MATERIALS: STEEL PLATES, SHAPES, AND BARS, STEEL PIPE, SLOTTED CHANNELFRAMING.1. LOW-EMITTING PRIMER: METAL PRIMER SHALL HAVE A VOC CONTENT OF200 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 ELECTRICALEQUIPMENT, APPLICATIONS WHERE FRAMING AND SUPPORTS ARE NOTSPECIFIED 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 WHENCALCULATED 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, FORCASTING INTO CONCRETE.F. METAL BOLLARDS: SCHEDULE 40 STEEL PIPE.END OF SECTION 055000SECTION 055000 - METAL FABRICATIONS2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROFILE TYPE:PROJECT #:ISSUE DATE:PROGRAM MANAGER:STORE DESIGNER:CHECKED BY:PROJECT NAME:PROJECT ADDRESS:STARBUCKS COFFEECOMPANYRLEED AP:© 2017 STARBUCKS COFFEE COMPANY®111 Pacifica, Suite 280, Irvine, CA 92618P: 949.553.1117 F: 949.474.7056San FranciscoClevelandDenverIrvineARCHITECT OF RECORDARCHITECT STAMP2017MCG PROJ. MANAGER:MCG PROJ. SPECIALIST:MCG PROJECT #:THESE DRAWINGS AND SPECIFICATIONS ARECONFIDENTIAL AND SHALL REMAIN THE SOLEPROPERTY OF STARBUCKS CORPORATION,WHICH IS THE OWNER OF THE COPYRIGHT INTHIS WORK. THEY SHALL NOT BEREPRODUCED (IN WHOLE OR IN PART), SHAREDWITH THIRD PARTIES OR USED IN ANY MANNERON OTHER PROJECTS OR EXTENSIONS TO THISPROJECT WITHOUT THE PRIOR WRITTENCONSENT OF STARBUCKS CORPORATION.THESE DRAWINGS AND SPECIFICATIONS AREINTENDED TO EXPRESS DESIGN INTENT FOR APROTOTYPICAL STARBUCKS STORE (WHICH ISSUBJECT TO CHANGE AT ANYTIME) AND DONOT REFLECT ACTUAL SITE CONDITIONS.NEITHER PARTY SHALL HAVE ANY OBLIGATIONNOR LIABILITY TO THE OTHER (EXCEPT STATEDABOVE) UNTIL A WRITTEN AGREEMENT ISFULLY EXECUTED BY BOTH PARTIES.mcg architecture8/30/2017 5:43:14 PMJ:\2016 Projects\0-Starbucks\16514_SBX-6970_El Dorado & Fremont_Stockton_CA (NS-RELO)\02-Arch\3-CD\1-Revit Files\16514_SBX-6970_El Dorado & Fremont_Stockton.rvtG-000921295-04208/18/17ELDORADO &FREMONT510NELDORADOSTREETSTOCKTON, CA 95202SANJOAQUIN COUNTYCORE6970CH. LINM. DARMOKOOUTLINESPECIFICATIONSRevision ScheduleRev Date By Description
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