|
I�P
<br /> ONCRETE NCRETE MASONRY 'MASONRY
<br /> SECTION 033000-CAST-IN-PLACE CONCRETE SECTION 033500-CONCRETE FINISHING SECTION 042113- BRICK MASONRY SECTION 042200-CONCRETE MASONRY UNITS
<br /> ;;7'�
<br /> 1.1 SUMMARY 1.1 SUBMITTALS 1.1 SUMMARY 1.1 SUMMARY
<br /> A. CAST-IN-PLACE CONCRETE, INCLUDING FORMWORK, REINFORCEMENT, CONCRETE A. QUALIFICATION DATA: FOR QUALIFIED APPLICATOR. A. MASONRY CONSTRUCTION: A. MASONRY CONSTRUCTION:
<br /> MATERIALS, MIXTURE DESIGN, PLACEMENT PROCEDURES,AND FINISHES, FOR THE B. MATERIAL CERTIFICATES. \1. MASONRY VENEER. 1.SINGLE-WYTHE MASONRY.
<br /> FOLLOWING: \
<br /> 1. FOOTINGS. 1.2 FLOOR AND SLAB TREATMENTS 1.2 SUBMITTALS 1.2 SUBMITTALS
<br /> 2. FOUNDATION WALLS. A. VOC CONTENT: FLOOR TREATMENTS SHALL HAVE A VOC CONTENT OF 200 G/L OR A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED,
<br /> 3. SLABS-ON-GRADE. LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPARTzD (EPA METHOD 24). B. SHOP DRAWINGS: FOR THE FOLLOWING: 7 B. SHOP DRAWINGS: FOR THE FOLLOWING:
<br /> B. UNPIGMENTED MINERAL DRY-SHAKE FLOOR HARDENER: FACTORY-PACKAGED DRY 1. MASONRY UNITS: SHOW SIZES, PROFILES, COURSING, AND LOCATIONS OF 1. REINFORCING STEEL: DETAIL BENDING AND PLACEMENT OF UNIT MASONRY
<br /> 1.2 SUBMITTALS COMBINATION OF PORTLAND CEMENT,GRADED QUARTZ AGGREGATE,AND SPECIAL SHAPES. / REINFORCING BARS. COMPLY WITH ACI 315,"DETAILS AND REINFORCED WALLS.
<br /> A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. PLASTICIZING ADMIXTURE. 2. FABRICATED FLASHING: DETAIL CORNER UNITS, END-DAM UNITS,AND OTHER. 2. FABRICATED FLASHING: DETAIL CORNER UNITS, END-DAM UNITS,AND ©zon srnaeucrcs COFFEE COMPANY
<br /> >� B. SHOP DRAWINGS: C. PIGMENTED MINERAL DRY-SHAKE FLOOR HARDENER: FACTORY-PACKAGED, DRY SPECIAL APPLICATIONS. / OTHER SPECIAL APPLICATIONS.
<br /> 1. 1REINFORCING: PLACING DRAWINGS THAT DETAIL FABRICATION, BENDING,AND COMBINATION OF PORTLAND CEMENT,GRADED QUARTZ AGGREGATE,COLOR C. SAMPLES FOR VERIFICATION: FOR EACH TYPE AND COLOR OF THE FOLLOWING: C. SAMPLES FOR VERIFICATION: FOR EACH TYPE AND COLOR OF THE FOLLOWING:
<br /> PLACEMENT. ICLUDE BARY UNITS.
<br /> SCHEDULES,SN RRUP S ACING, BENT BAR DIAGRAMS, BAR ARRANGEMENT, FINELY GROUND, NONIZES, LENGTHS, MATERIAL, GRADE, BAR PIGMENTS,AND PLASTFADING MINERAL OXI E9INTADMIXTURE. UOERGR UND WITH CEMENT. 2. SPECIAL BRICK SHAPES. / D. MIX DESIGNS: FORPIGMENTS THAT ARE I. FACE BRICK. 1. EXPOSEDE ARETE CH TY EOO FMORTAR AND GROUT. INCLUDE DESCRIPTION STARBUCKS COFFEE
<br /> = SPLICES AND LAPS, MECHANICAL CONNECTIONS,TIE SPACING, HOOP SPACING, 3. PIGMENTED AND COLORED-AGGREGATE MORTAR. MAKE SAMPLES USING SAME OF TYPE AND PROPORTIONS OF INGREDIENTS. / COMPANY
<br /> AND SUPPORTS FOR CONCRETE REINFORCEMENT. / 1.3 LIQUID FLOOR TREATMENTS \ / SAND AND MORTAR INGREDIENTS TO BE USED ON PROJECT. LABEL SAMPLES 1. INCLUDE TEST REPORTS, PER ASTM C 780, FOR MORTAR MIXES REQUIRED TO 2401 UTAH AVENUE SOUTH
<br /> 02. SLAB LAYOUTS: DIMENSION LOCATIONS OF CONTROL, EXPANSION, AND A. VOC CONTENT: LIQUID FLOOR TREATMENTS SHALL HAVE A VOC CONTENT OF TO INDICATE TYPES AND AMOUNTS OF PIGMENTS USED. / COMPLY WITH PROPERTY SPECIFICATION. / SEATTLE, WASHINGTON 98134
<br /> m CONSTRUCTION JOINTS. RELATE TO BUILDING GRID LINES. / 200 G/L OR LESS WHEN CALCULp M I TDING TO 40 CFR 59, SUBPART D 4. ACCESSORIES EMBEDDED IN MASONRY. 2. INCLUDE TEST REPORTS, PER ASTM C 1019, FOR GROUT MIXES REQUIRED TO
<br /> C. DESIGN MIXTURES: FOR EACH CONCRETE MIXTURE. SUBMIT ALTERNATE DESIGN (EPA METHOD 24). D. MIX DESIGNS: FOR EACH TYPE OF MORTAR AND GROUT. INCLUDE DESCRIPTION COMPLY WITH COMPRESSIVE STRENGTH REQUIREMENT. (206) 318-1575
<br /> MIXTURES WHEN CHARACTERISTICS OF MATERIALS, PROJECT CONDITIONS, B. PENETRATING LIQUID FLOOR T ......"... -LEAR, CHEMICALLY REACTIVE, OF TYPE AND PROPORTIONS OF INGREDIENTS.
<br /> /
<br /> CE R. -WEATHER,TEST RESULTS,OR OTHER CIRCUMSTANCES WARRANT ADJUSTMENTS. WATERBORNE SOLUTION OF INORGANIC SILICATE OR SILICONATE MATERIALS AND 1. INCLUDE TEST REPORTS, PER ASTM C 780, FOR MORTAR MIXES REQUIRED TO 1.3 MATERIALS THESE DRAWINGS AND SPECIFICATIONS ARE
<br /> L 1. INDICATE AMOUNTS OF MIXING WATER TO BE WITHHELD FOR LATER PROPRIETARY COMPONENTS;ODORLESS;THAT PENETRATES, HARDENS,AND COMPLY WITH PROPERTY SPECIFICATION. / A. CONCRETE MASONRY UNITS (ON IT CONFIDENTIAL AND SHALL REMAIN THE SOLE
<br /> ADDITION AT PROJECT SITE. / DENSIFIES CONCRETE SURFACES. \ 2. INCLUDE TEST REPORTS, PER ASTM C 1019, FOR GROUT MIXES REQUIRED TO 1. UNITS MADE WITH INTEGRAL ELLENT FOR EXPOSED UNITS AND PROPERTY OF STARBUCKS CORPORATION,
<br /> D. CERTIFICATIONS:SUBMIT MILL CERTIFICATES FOR CEMENT,AGGREGATES,AND C. PENETRATING LIQUID FLOOR TREATMENTS FOR POLISHED CONCRETE FINISH: COMPLY WITH COMPRESSIVE STRENGTH REQUIREMENT. WHERE INDICATED. / \ WHICH IS THE OWNER OF THE COPYRIGHT IN
<br /> n REINFORCING. CLEAR.WATERBORNE SOLUTION OF INORGANIC SILICATE OR SILICONATE E. COLD-WEATHER PROCEDURES: DETAILED DESCRIPTION OF METHODS, MATERIALS, 2. CONCRETE MASONRY UNITS: MEDIUM WEIGHT UNLESS INDICATED OTHERWISE. THIS WORK. THEY SHALL NOT BE
<br /> 0 1.3 MATERIALS \ MATERIALS AND PROPRIETARY COMPONENTS;ODORLESS;THAT PENETRATES, AND EQUIPMENT TO BE USED TO COMPLY WITH COLD-WEATHER REQUIREMENTS. B. MASONRY LINTELS: PREFABRICATED OR BUILT-IN-PLACE CMU LINTELS. REPRODUCED (IN WHOLE OR IN PART),SHARED
<br /> HARDENS,AND IS SUITABLE FOR POLISHED CONCRETE SURFACES. C. REINFORCING STEEL: UNCOATED STEEL REINFORCING BARS. WITH THIRD PARTIES OR USED IN ANY MANNER
<br /> 00 A. STEEL REINFORCEMENT: 1.3 QUALITY ASSURANCE \ / D. REINFORCING BAR POSITIONERS:WIRE UNITS DESIGNED TO FIT INTO MORTAR BED ON OTHER PROJECTS OR EXTENSIONS TO THIS
<br /> 1. REINFORCING BARS: DEFORMED. 1.4 INSTALLATION / \ A. PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE TO JOINTS SPANNING MASONRY UNIT CELLS AND TO HOLD REINFORCING BARS IN PROJECT WITHOUT THE PRIOR WRITTEN
<br /> LO a. MINIMUM RECYCLED CONTENT:60% A. DRY-SHAKE FLOOR HARDENER FINISH: AFTER INITIAL FLOATING,APPLY DRY-SHAKE COMPLY WITH REQUIREMENTS IN GENERAL CONDITIONS OF THE CONTRACT. CENTER OF CELLS. / CONSENT OF STARBUCKS CORPORATION.
<br /> M 2. PLAIN-STEEL WELDED WIRE REINFORCEMENT: ASTM/A185, PLAIN, FLOOR HARDENER TO SURFACES \ E. MASONRY JOINT REINFORCEMENT: S THESE DRAWINGS AND SPECIFICATIONS ARE
<br /> N FABRICATED FROM AS-DRAWN STEEL WIRE INTO FLAT SHEETS. B. PENETRATING LIQUID FLOOR TREATMENT: PREPARE,APPLY,AND FINISH 1.4 MATERIALS \ / 1. EXTERIOR WALLS: HOT-DIP GALVANIZED,CARBON STEEL. INTENDED TO EXPRESS DESIGN INTENT FOR A
<br /> B. CONCRETE MATERIALS: / PENETRATING LIQUID FLOOR TREATMENT ACCORDING TO MANUFACTURER'S A. FACE BRICK: FACING BRICK COMPLYING WITH ASTM C 216. F. EMBEDDED FLASHING: \ PROTOTYPICAL STARBUCKS STORE(WHICH IS
<br /> = 1. PORTLAND CEMENT: ASTM C 150,TYPE I, GRAY, SUPPLEMENT WITH THE WRITTEN INSTRUCTIONS. \ m�*1. GRADE: [SW] [MW OR SW]. \ / 1. ALL FLASHING: STAINLESS STEEL SUBJECTTO CHANGE ATANYTIME)AND DO
<br /> rn FOLLOWING: / C. SEALING COAT: UNIFORMLY APPLY A CONTINUOUS SEALING COAT OF CURING AND 2. TYPE: FBS 2. SINGLE-WYTHE CMU FLASHING SYSTEM: HIGH-DENSITY POLYETHYLENE CELL NOT REFLECT ACTUAL SITE CONDITIONS.
<br /> a. FLY ASH: ASTM C1618,CLASS F OR C. SEALING COMPOUND TO HARDENED CONCRETE BY POWER SPRAY OR ROLLER 3. INITIAL RATE OF ABSORPTION: LESS THAN 30 G/30 SQ. IN. (30 G/194 SQ. CM) PER FLASHING PANS AND INTERLOCKING CMU WEB COVERS. NEITHER PARTY SHALL HAVE ANY OBLIGATION
<br /> b. GROUND GRANULATED BLAST-FURNACE SLAG: ASTM C 989, GRADE 100 OR /ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. MINUTE WHEN TESTED PER ASTM C,67. G. MASONRY-CELL INSULATION: LOOSE-GRANULAR PERLITE. \ NOR LIABILITY TO THE OTHER(EXCEPT STATED
<br /> M 120. D. PROTECT LIQUID FLOOR TREATMENT FROM DAMAGE AND WEAR DURING TH\BY
<br /> B. EFFLORESCENCE: PROVIDE BRIpM I� BEEN TESTED ACCORDING TO H. MORTAR: PORTLAND CEMENT-LIME MORTAR UNLESS OTHERWISE INDICATED. ABOVE) UNTIL WRITTEN AGREEMENT IS
<br /> !N 2. AGGREGATE: NORMAL WEIGHT. / REMAINDER OF CONSTRUCTION PERIOD. USE PROTECTIVE METHODS AND ASTM C 67 AND IS RATED "NOTE )" / \ FULLY EXECUTED BY BOTH PARTIES.
<br /> cLi 3. WATER:ASTM C 94/C 94M. MATERIALS, INCLUDING TEMPORARY COVERING, RECOMMENDED IN WRITIN1. SIZE(ACTUAL DIMENSIONS): o-oro nYvn.o(92 MM)WIDE BY2-1/4 INCHES (57 MM) 1.4 INSTALLATION4. ADMIXTURES: PROVIDE ADMIXTURES CERTIFIED BY MANUFACTURER TO BE LIQUID FLOOR TREATMENTS INSTALLER. HIGH BY 11-5/8 INCHES(194 MM) LONG. A. MATCH EXISTING MASONRY COURSING, BONDING, COLOR,AND TEXTURE. STARBUCKS TEMPLATE VERSION 12017.05.18
<br /> COMPATIBLE WITH OTHER ADMIXTURES AND THAT WILL NOT CONTRIBUTE C. MASONRY JOINT REINFORCEMENT. B. BOND PATTERN. RUNNING BOND.
<br /> p WATER-SOLUBLE CHLORIDE IONS EXCEEDING THOSE PERMITTED IN HARDENED END OF SECTION 033500 1. MASONRY JOINT REINFORCEMENT,GENERAL: ASTM A 951/A 951 M. C/CLEAN MASONRY WASTE RECYCLED AS FILL MATERIAL.
<br /> O CONCRETE. DO NOT USE CALCIUM CHLORIDE OR ADMIXTURES CONTAINING 2. MASONRY JOINT REINFORCEMENT FOR VENEERS ANCHORED WITH SEISMIC
<br /> o CALCIUM CHLORIDE. / MASONRY-VENEER ANCHORS: SINGLE 0.187-INCH- (4.76-MM-) DIAMETER, 1.5 FIELD QUALITY CONTROL - -
<br /> m a. AIR-ENTRAINMENT:ASTM C 260. [HOT-DIP GALVANIZED, CARBON][STAINLESS]-STEEL CONTINUOUS WIRE. /A. TESTING AGENCY: OWNER ENGAGED
<br /> m b. WATER-REDUCING ADMIXTURE: ASTM C 494/C 494M,TYPE A. CRETE D. TIES AND ANCHORS: HOT-DIPPED GALVANIZED OR STAINLESS STEEL. B. INSPECTIONS:SPECIAL INSPECTIONS ACCORDING TO LEVEL BIN
<br /> y c. HIGH-RANGE,WATER-REDUCING ADMIXTURE: ASTM C 494/C494M,TYPE F. 1. GENERAL:TIES AND ANCHORS SHALL EXTEND AT LEAST 1-1/2 INCHES (38 MM) TMS 402/ACI 530/ASCE 5.
<br /> C. WATERSTOPS: FLEXIBLE RUBBER. / SECTION 035416-HYDRAULIC-CEMENT-BASED UNDERLAVMENT INTO VENEER BUT WITH AT LEAST 5/8-INCH (16-MM)COVER ON OUTSIDE FACE. 5858 Wilshire Blvd #200 T: 323.954.8996
<br /> E D. PLASTIC VAPOR RETARDER: ASTM E\1745, CLASS A. INCLUDE MANUFACTURER'S 2. ADJUSTABLE ANCHORS FOR CONNECTING TO CONCRETE: PROVIDE ANCHORS END OF SECTION 042200
<br /> RECOMMENDED ADHESIVE ORF NSITIVE JOINT TAPE. 1.1 SUMMARY THAT ALLOW VERTICAL OR HORIZONTAL ADJUSTMENT BUT RESIST TENSION Los Angeles, CA 90036 F: 323.954.8965
<br /> o0 E. CURING MATERIALS: WATERBOIpM ITOLECULAR FILM FORMING, A. HYDRAULIC-CEMENT-BASED UNDERLAYMENT FOR USE BELOW INTERIOR FLOOR AND COMPRESSION FORCES PERPENDICULAR TO PLANE OF WALL. WWW.valerloinc.com • info@valerioine.com
<br /> MANUFACTURED FOR APPLICAT.vn CONCRETE. COVERINGS. 3. RIGID ANCHORS. /
<br /> C F. RELATED MATERIALS: / 4. ADJUSTABLE MASONRY-VENEER ANCHORS: PROVIDE ANCHORS THAT ALLOW METALS ARCHITECT
<br /> O 1. EXPANSION-AND ISOLATION-JOINT-FILLER STRIPS ASTM D 1751, 1.2 MATERIALS VERTICAL ADJUSTMENT BUT RESIST A 100-LBF(445-N) LOAD IN BOTH TENSION OF RECORD ti� AJR?
<br /> -"
<br /> ASPHALT-SATURATED CELLULOSIC FIBER OR ASTM D 1752, CORK OR A. UNDERLAYMENT: HYDRAULIC-C --'- '---D, POLYMER-MODIFIED,SELF-LEVELING AND COMPRESSION PERPENDICULAR TO PLANE OF WALL WITHOUT DEFORMING cJ 1,0 V `7
<br /> SELF-EXPANDING CORK. / \ PRODUCT THAT CAN BE APPLIE(pM IT UNIFORM THICKNESS OF 1/4 INCH OR DEVELOPING PLAY IN EXCESS OF 1/16 INCH (1.5 MM). SECTION 055000- METAL FABRICATIONS LO 94t l�
<br /> V5 2. BONDING AGENT: ASTM C 1059/C 1059M,TYPE II, NON-REDISPERSIBLE, ACRYLIC (6 MM)AND THAT CAN BE FEATH 3ES TO MATCH ADJACENT FLOOR E. EMBEDDED FLASHING: 1.1 SUMMARY U 2t
<br /> LIC. NO.
<br /> C EMULSION OR STYRENE BUTADIENE. ELEVATIONS. / 1. ALL FLASHING: STAINLESS STEEL. \ A. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL EQUIPMENT. ,-+ C24228
<br /> 0 3. NON-SHRINK GROUTS:ASTM C 1107, GRADE B;NON-SHRINK NON-CATALYZED 1. CEMENT BINDER: PORTLAND CEMENT, OR OTHER HYDRAULIC OR BLENDED 2. PARTIALLY EXPOSED FLASHING: STAINLESS STEEL. B. STEEL FRAMING AND SUPPORTS FOR APPLICATIONS WHERE FRAMING AND EXPIRES H
<br /> O NATURAL AGGREGATE GROUT;MINIMUM COMPRESSIVE STRENGTH OF 7000 PSI HYDRAULIC CEMENT.
<br /> � F. MESH WEEPNENT: FREE-DRAINING MESH; MADE FROM POLYETHYLENE STRANDS, SUPPORTS ARE NOT SPECIFIED IN OTHER SECTIONS. Tat-ts
<br /> o AT 28 DAYS;25 TO 30 SECOND FLOW WHEN TESTED IN ACCORDANCE WITH B. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER RECOMMENDED IN FULL HEIGHT AND WIDTH OF HEAD JOINT AND DEPTH 1/8 INCH (3 MM) LESS THAN C. SHELF ANGLES.
<br /> p ASTM C 939 AT 45 TO 90 DEGREES F;CEMENT GRAY IN COLOR WRITING FOR SUBSTRATE, CONDITIONS,AND APPLICATION INDICATED. DEPTH OF OUTER WYTHE; IN COLOR SELECTED FROM MANUFACTURER'S D. METAL BOLLARDS. OpCAUL
<br /> LO 4. FORM RELEASE COATING:WATER BASED TYPE;VOC<150G/I;NOX-CRETE 1. PRIMER SHALL HAVE A VOC CONTENT OF 200 G/L OR LESS WHEN CALCULATED STANDARD.
<br /> 07 "UTILITY RELEASE.CRESSET CHEMICAL COMPANY CRETE 20 VOC",OR ACCORDING TO 40 CFR 59, SUBPART D. G. CAVITY DRAINAGE MATERIAL: FREE-DRAINING MESH, MADE FROM POLYMER 1.2 SUBMITTALS
<br /> 000 APPROVED; NON STAINING. / \ STANDS THAT WILL NOT DEGRADE WITHIN THE WALL CAVITY. A. PRODUCT DATA: FOR THE FOLLOWING:
<br /> M 1. PAINT PRODUCTS.
<br /> o G. REPAIR MATERIALS: / SEND OF SECTION 035416 H. MORTAR:
<br /> 1. REPAIR UNDERLAYMENT: CEMENT-RASED, POLYMER-MODIFIED,SELF-LEVELING 1. PORTLAND CEMENT-LIME MORTAR UNLESS OTHERWISE INDICATED. 2. GROUT.
<br /> M PRODUCT THAT CAN BE APPLIED IN THICKNESSES FROM 1/8 INCH(3.2 MM)AND a. ALKALI CONTENT SHALL NOT BE MORE THAN 0.1 PERCENT WHEN TESTED 3. ALL PREFABRICATED PRODUCTS.
<br /> THAT CAN BE FEATHERED AT EDGES TO MATCH ADJACENT FLOOR ELEVATIONS. / ACCORDING TO ASTM C 114. B. SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION DETAILS FOR METAL
<br /> N a. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT OR HYDRAULIC OR FABRICATIONS.
<br /> ZI BLENDED HYDRAULIC CEMENT AS DEFINED IN ASTM C 219. 1.5 SOURCE QUALITY CONTROL 1. INCLUDE PLANS, ELEVATIONS,SECTIONS, AND DETAILS OF METAL
<br /> 0_ b. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER RECOMMENDED A/TESTING AGENCY: OWNER ENGAGED,WITH PAYMENT BY OWNER. FABRICATIONS AND THEIR CONNECTIONS. SHOW ANCHORAGE AND cy) Ln
<br /> FOR SUBSTRATE,CONDITIONS,AND APPLICATION.\ ACCESSORY ITEMS. I
<br /> C0 c. AGGREGATE: WELL-GRADED, WASHED GRAVEL, 1/8 TO 1/4 INCH 1.6 INSTALLATION 2. PROVIDE TEMPLATES FOR ANCHORS AND BOLTS SPECIFIED FOR INSTALLATION N
<br /> 000 (3.2 TO 6 MM) OR COARSE SAND AS RECOMMENDED BY UNDERLAYMENT A. MATCH EXISTING MASONRY COURSING, BONDING,COLOR,AND TEXTURE. UNDER OTHER SECTIONS. �- Q
<br /> c MANUFACTURER. \ B. BOND PATTERN: AS INDICATED. C. WELDING CERTIFICATES. W
<br /> D. COMPRESSIVE STRENGTH: NOT LESS THAN 4100 PSI(29 MPA)AT 28 DAYS WHEN C. CLEAN MASONRY WASTE RECYCLED AS FILL MATERIAL.
<br /> # TESTED ACCORDING TO ASTM C 109/C 109M. \ 1.3 PRODUCTS � Q
<br /> 6) 2. REPAIR OVERLAYMENT: CEMENT-BASED, POLYMER-MODIFIED, SELF-LEVELING 1.7 FIELD QUALITY CONTROL A. MATERIALS: STEEL PLATES, SHAPES,AND BARS, STEEL PIPE, SLOTTED CHANNEL 0
<br /> o PRODUCT THAT CAN BE APPLIED IN THICKNESSES FROM 1/81NCH(3.2 MM)AND A. TESTING AGENCY: OWNER ENGAGED. FRAMING.
<br /> V) THAT CAN BE FEATHERED AT EDGES TO MATCH ADJACENT FLOOR B. INSPECTIONS:SPECIAL INSPECTIONS ACCORDING TO LEVEL BIN 1. LOW-EMITTING PRIMER: METAL PRIMER SHALL HAVE A VOC CONTENT OF 06 >_ z
<br /> ELEVATIONS. \ TMS 402/ACI 530/ASCE 5. 200 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59,SUBPART D S O
<br /> a. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT OR HYDRAULIC OR (EPA METHOD 24).
<br /> BLENDED HYDRAULIC CEMENT AS DEFINED IN ASTM C 219. \ END OF SECTION 042113 B. MISCELLANEOUS FRAMING AND SUPPORTS: I-
<br /> b. PRIMER: PRODUCT OF TOPPING MANUFACTURER RECOMMENDED FOR 1. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL Q u) LU Y
<br /> =I SUBSTRATE, CONDITIONS, AND APPLICATION. \ EQUIPMENT,APPLICATIONS WHERE FRAMING AND SUPPORTS ARE NOT O U) I- U
<br /> v C. AGGREGATE: WELL-GRADED,WASHED GRAVEL, 1/8 TO 1/4 INCH SPECIFIED IN OTHER SECTIONS. 6iLU Q [U O
<br /> (3.2 TO MM) OR COARSE SAND AS RECOMMENDED BY TOPPING 2. GALVANIZE WHERE INDICATED. 0
<br /> N MANUFACTURER. \ 3. PRIME WITH ZINC-RICH PRIMER WHERE INDICATED.
<br /> m COMPRESSIVE STRENGTH: NOT LESS THAN 5000 PSI(34.5 MPA) AT 28 DAYS a. ZINC-RICH PRIMER SHALL HAVE A VOC CONTENT OF 340 G/L OR LESS WHEN Z ¢ Q
<br /> 0 WHEN TESTED ACCORDING TO ASTM C 109/C 109M. CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). 2 C�
<br /> C_ \ C. LOOSE STEEL LINTELS,GALVANIZED AT EXTERIOR WALLS. U U U z 0
<br /> `I
<br /> 1.4 INSTALLATION D. SHELF ANGLES,GALVANIZED. LU MM W Lf) O Q
<br /> A. FLOOR AND SLAB FINISHES: E. STEEL WELD PLATES AND ANGLES NOT SPECIFIED IN OTHER SECTIONS, FOR O LL O fr
<br /> Q 1Rt LL Ir
<br /> . FLOAT: SURFACES TO RECEIVE TROWEL FINISH. CASTING INTO CONCRETE. CC Ir 00 O
<br /> v11 2. TROWEL: SURFACES EXPOSED TO VIEW, AND SURFACES TO BE COVERED WITH F. METAL BOLLARDS: SCHEDULE 40 STEEL PIPE. CL Q d
<br /> Y RESILIENT FLOORING, CARPET,CEAMIC OR QUARRY TILE SET OVER A
<br /> CLEAVAGE MEMBRANE,PAINT, OR ANOTHER THIN-FILM-FINISH COATING END OF SECTION 055000 STORE #: 10183
<br /> `m SYSTEM.
<br /> m 3. TROWEL AND FINE BROOM: SURFACES TO BE COVERED WITH CERAMIC OR PROJECT #: 27237-038
<br /> QUARRY TILE INSTALLED BY EITHER THICKSET OR THIN-SET METHOD.
<br /> 4. BROOM: EXTERIOR CONCRETE PLATFORMS, PATIO, STEPS AND RAMPS. CASEWORK CONCEPT:
<br /> ab ISSUE DATE:
<br /> 1.5 FIELD QUALITY CONTROL DESIGN MANAGER: M. MONTENEGRO
<br /> o A. TESTING: BY OWNER-ENGAGED AGENCY.
<br /> M B. INSPECTIONS: BY OWNER-ENGAGED SPECIAL INSPECTOR. LEED� AP:
<br /> PROGRAM MANAGER:
<br /> w END OF SECTION 033000 CHECKED BY: VALERIO
<br /> U
<br /> 4)
<br /> O
<br /> Revision Schedule
<br /> o_
<br /> 00 Rev Date By Description
<br /> b 05-23-18 SS 90 PERCENT CD SET
<br /> cy. 06-06-18 SS 1 ST SUBMITTAL SET
<br /> }
<br /> 1
<br /> 2
<br /> 3
<br /> SHEET TITLE:
<br /> OUTLINE
<br /> SPECIFICATIONS
<br /> Lp
<br /> p SCALE:AS SHOWN
<br /> SHEE NUMBER:N
<br /> W
<br /> G-0011
<br />
|