HomeMy WebLinkAboutA906 SpecsSECTION 093073 - CERAMIC TILING
PART1-GENERAL
1.iRELATEDDOCUMENTS
A. DRAW WGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND
SUPPLEMENTARY CONDITIONS AND DIVISION 01 SPEQFICATION SECTIONS, APPLV TO THIS SECTION.
12SUMMARV
A. SECTION INCLUDES:
1. CERAMIC TILE.
2. GLAZE� WALL TILE.
3.STONETHRESHOLDS.
4. TILE BACKING PANELS.
5. WATERPROOF MEMBRANE FOR THINSET APPLICATIONS.
6. CRACK ISOLATION MEMBRANE.
]. METAL EDGE STRIPS.
1$ ACTION SUBMITTALS
A. PRODUCT DATA FOR EACH TVPE OF PRODUCT. SHOP DRAW WGS: SHOW LOCATIONS OF EACH TVPE
OF TILE AN� TILE PATTERN. SHOW WI�THS, DETAILS, AN� LOCATIONS OF EXPANSION,
CONTRACTION, CONTROL, AND ISOLATION JOINTS IN TILE SUBSTRATES AND FINISHED TILE
SURFACES.
6. SAMPLES FOR VERIFICATION'.
1. FULL-SIZE UNITS OF EACH TVPE AND COMPOSITION OF TILE AND FOR EACH COLOR AND FINISH
REQUIRE�.
2. FULL-SRE UNITS OF EACH TVPE OF TRIM AND ACCESSORV FOR EACH COLOR AN� FINISH
REQUIRE�.
3. STONE THRESHOLDS IN 6-INCH (150-MM) LENGTHS.
1.4 DELNERY, STORAGE, AND HANDLING
A. DELNER AND STORE PACKAGED MATERIALS IN ORIGINAL CONTAINERS WITH SEALS UNBROKEN AND
LABELS INTACT UNTIL TIME OF USE. COMPLV W ITH REQUIREMENTS IN ANSI A137.1 FOR LABELMG
TILE PACKAGES. STORE TILE ANO CEMENTITIOUS MATERIALS ON ELEVATE� PLATFORMS, UNOER
COVER, AND IN A DRV LOCATION.
B. STORE AGGREGATES W HERE GRADING AND OTHER REQUIRED CHARACTERISTICS CAN BE
MAINTAINED AND CONTAMINATION CAN BE AVOIOED. STORE LIQUID MATERIALS IN UNOPENED
CONTAMERS AND PROTECTED FROM FREEZING.
15 FlELD WNDITIONS
A. ENVIRONMENTAL LIMITATIONS'. DO NOT INSTALL TILE UNTIL CONSTRUCTION IN SPACE515 COMPLETE
AND AMBIENT TEMPERATURE AND HUMI�ITY CONDITIONS ARE MAINTAINED AT THE LEVELS
INDICATED IN REFERENCED STANDARDS AND MANUFACTURER'S WRITTEN INSTRUCTIONS.
PART2-PROOUCTS
2.iPRODUCTS,GENERAL
A. ANSI STANDARDS FOR TILE INSTALLATION MATERIALS: PROVIDE MATERIALS COMPLVWG WITH ANSI
A108.02, AN51 STANDARDS REFERENCED IN OTHER PART 2 ARTICLES, ANSI STANDARDS
REFERENCED BV TCNA INSTALLATION METHODS SPEqFlED IN TILE INSTALLATION
SCHEDULES, AND OTHER RE�UIREMENTS SPECIFlED.
22THRESHOLDS
A. GENERAL FABRICATE TO S2E5 AND PROFILES INDICATED OR RECIUIRED TO PROVIDE TRANSITION
BETW EEN ADJACENT FLOOR RNISHES GRANITE THRESHOLOS�. ASTM C 615/C 615M, W ITH A. HONED
FINISH. MARBLE THRESHOLDS: ASTM C 5�3IC 503M, W ITH A MINIMUM ABRASION RESISTANCE OF 12
ACCORDING TO ASTM C 1353 OR ASTM C 241/C 241M AND W ITH HONED FINISH.
2.3TILE BACKWG PANELS
A. CEMENTITIOUS BACKER UNITS: AN51 A118.9 OR ASTM C 1325, TYPE A, IN MAXIMUM LENGTHS
AVAILABLE TO MINIMIZE END-TOEND BUTT JOINTS. FIBER-CEMENT BACKER BOARD: ASTM C 1288, IN
MAXIMUM LENGTHS AVAILABLE TO MINIMIZE END-TO-END BUTTJOINTS.
2.4WATERPROOFMEMBRANE
A. GENERAL MANUFACTURER'S STANDARD PRODUCT THAT COMPLIES W ITH ANSI A118.10 AND IS
RECOMMENDED BV THE MANUFACTURER FORTHE APPLICATION INDICATED. INCLUDE
REINFORCEMENT AND ACCESSORIES RECOMMENDED BV MANUFACTURER.
B. CHLORINATED POLVETHVLENE SHEET: NONPLASTICIZED, CHLORINATED POLVETHVLENE FACED ON
BOTH SIDES WITH NONWOVEN POLVESTER FABRIC. PVC SHEET: PVC HEALFUSED ON BOTH SIDES
TO FAQNGS OF NONWOVEN POLVESTER.
C. POLVETHVLENE SHEET: POLVETHVLENE FACED ON BOTH SIDES WITH FLEECE WEBBWG 0.008-INCH
(02-MM) NOMINAL THICKNESS FABRIG REMFORCED, MODIRE�-BITUMINOUS SHEET: SELF
A�HERING, 5B5-MODIFIED-BITUMINOUS SHEET WITH FABRIC REINFORCEMENT FAQNG', 0.040-INCH (1
-MM) NOMINAL THICKNESS.
D. FABRIC-REMFORCEq RUID-APPLIE� MEMBRANE: SVSTEM CONSISTING OF LIQUID-LATEX RUBBER OR
ELASTOMERIC POLVMER AND CONTINUOUS FABRIC REINFORCEMENT. FLUID-APPLIED MEMBRANE:
LIQUID-LATE%RUBBER OR ELASTOMERIC POLVMER.
E. LATEX-PORTLAND CEMENT WATERPROOF MORTAR FLEXIBLE, WATERPROOF MORTAR CONSISTMG
OF CEMENT-BASE� MIX AND LATEX AD�ITNE.
F. WATERPROOFING AND TILE-SETTING ADHESIVE: ONE-PART, FLUID-APPLIED PRODUCT INTENDED FOR
USE AS BOTH WATERPROORNG AND TILESETTING ADHESIVE IN A TWO-STEP PROCESS.
2.5 CRACK ISOLATION MEMBRANE
A. GENERAL: MANUFACTURER'S STANDARD PRODUCT THAT COMPLIES WITH ANSI A118.12 FOR AND IS
RECOMMENDED BV THE MANUFACTURER FOR THE APPLICATION INDICATED. INCLUDE
REINFORCEMENT AND ACCESSORIES RECOMMENDED BV MANUFACTURER.
B. CHLORINATED POLVETHVLENE SHEET: NONPLASTICIZED, CHLORINATED POLVETHVLENE FACED ON
BOTH SIDES WITH NONWOVEN POLVESTER FABRIC; 0.030- INCH (0]6-MM) NOMINAL THICKNESS.
G PVC SHEET: PVC HEAT-FUSED ON BOTH SIDES TO FAQNGS OF NONWOVEN POLYESTER; 0.040-INCH
(1-MM) NOMINAL THICKNESS.
D. POLYETHVLENE SHEET�. POLYETHriENE FACED ON BOTH SIDES W ITH FLEECE W EBBWG 0.008-INCH
(0 2-MM) NOMINAL THICKNESS.
E. FABRIC-REMFORCEO, MODIRE�-BITUMINOUS SHEET: SELF-ADHERING, MODIFIED-BITUMINOUS SHEET
W ITH FABRIC REMFORCEMENT FACING; 0.040- INCH (1-MM) NOMINAL THICKNESS.
F. FABRIC-REINFORCEq FW IO-APPLIEO MEMBRANE: SVSTEM CONSISTING OF LIQUIbLATEX RUBBER OR
ELASTOMERIC POLVMER AND FABRIC REINFORCEMENT.
G. FLUID-APPLIED MEMBRANE LIQUID-LATEX RUBBER OR ELASTOMERIC POLVMER.
H. LATEX-PORTLAND CEMENT CRACK-RESISTANT MORTAR: FLEXIBLE MORTAR CONSISTING OF CEMENT-
BASED MIX AND LATEX ADDITIVE.
2 6 SETTING MATERIALS
A. PORTLAN� CEMENT MORTAR (THICKSET) INSTALLATION MATERIALS: AN51 A108.02.
1. CLEAVAGE MEMBRANE: ASPHALT FELT, ASTM D 226/D 226M. TVPE I(NO. 15); OR POLVETHVLENE
SHEETING, ASTM D 439], 4.0 MILS (0.1 MM) THICK.
2. REINFORQNG WIRE FABRIQ GALVANIZED, WELDED-WIRE FABRIC, 2 BY 21NCHE5 (50.8 BV 5�.8 MM)
BV OA62-INCH (1.57-MM) DIAMETERI COMPLV W ITH ASTM A 185/A 185M AND ASTM A 82/A 82M,
EXCEPT FOR MINIMUM WIRE SIZE.
3. EXPANDED METAL LATH: DIAMOND-MESH LATH COMPLVING W ITH ASTM C 84].
4. LATEX ADDITIVE: MANUFACTURER'S STANDAR� WATER EMULSION, SERVING AS REPLACEMENT
FOR PART OR ALL OF GAGING WATER, OF TVPE SPECIFlCALLV RECOMMENDED BY LATEX-
ADDITNE MANUFACTURER FOR USE W ITH FIEL�-MIXEO PORTLAND CEMENT AND AGGREGATE
MORTARBED.
B. DRYSET PORTLAND CEMENT MORTAR (THINSET): ANSI A118.L FOR WALL APPLICATIONS, PROVIDE
MORTAR THAT COMPLIES W ITH REOUIREMENTS FOR NONSAGGING MORTAR IN AODITION TO THE
OTHER REpUIREMENTS IN ANSI A118.1.
G LATEX-PORTL4ND CEMENT MORTAR (THINSET): ANSI A118.4. MEDIUM-BED, LATEX-PORTLAND CEMENT
MORTAR: COMPLV W ITH REQUIREMENTS IN AN51 A118.4. PROVIDE PRODUCT THAT IS APPROVED BV
MANUFACTURER FOR APPLICATION THICKNESS OF 5l8 INCH (i6 MM)
D. EGP (EXTERIOR GLUE PLYWOOD) LATEX-PORTLAND CEMENT MORTAR (THINSET): ANSI A718.17.
WATER-0LEANABLE, TILE-SETTING EPDXV: AN51 A118.
2] GROUT MATERIALS.
A. SAND-PORTLAND CEMENT GROUT�. ANSI A108.10, CONSISTING OF W HITE OF GRAV CEMENT AND
WHITE OR COLORED AGGREGATE AS REQUIRED TO PRODUCE COLOR INDICATED.
B. STANDARD CEMENT GROUT: ANSI A118.6.
C. HIGH-PERFORMANCE TILE GROUT: ANSI A178].
D. WATER-CLEANABLE EPDXV GROUT: AN51 A118.3�, WITH A VOC CONTENT OF 65 G/L OR LESS].
E. GROUT FOR PREGROUTED TILE SHEETS: SAME PRODUCT USED IN FACTORV TO PREGROUT TILE
SHEETS.
2.8 MISCELLANWUS MATERIALS
A. TROWELABLE UN�ERLAVMENTS AND PATCHING COMPOUNDS: LATEX-MODIFIED, PORTLAND CEMENT-
BASED FORMULATION PROVIDED OR APPROVED BY MANUFACTURER OF TILE-SETTING MATERIALS
FOR INSTALLATIONS INDICATED.
B. VAPOR-RETARDER MEMBRANE: POLVETHVLENE SHEETING, ASTM D 4397, 4A MILS (0.1 MM) THICK.
C. METAL EDGE STRIPS: ANGLE OR L-SHAPED, HEIGHT TO MATCH TILE AND SETTING-BED THICKNESS,
METALLIC OR COMBINATION OF METAL AND PVC OR NEOPRENE BASE, DESIGNED SPEQFICALLV FOR
FLOORING APPLICATIONS; STAINLESS-STEEL ASTM A 666, 300 SERIES EXPOSED-EDGE MATERIAL.
2.9 MIXING MORTARS AND GROUT
A. MIX MORTARS AND GROUTS TO COMPLV WITH REFERENCED STANDARDS AND MORTAR AND GROUT
MANUFACTURERS' WRITTEN INSTRUCTIONS.
B. ADD MATERIALS, WATER, AND ADDITNES IN ACCUR4TE PROPORTIONS.
C. OBTAIN ANO USE TYPE OF MIXING EQUIPMENT, MIXER SPEEDS, MIXING CONTAINERS, MIXING TIME,
AND OTHER PROCEDURES TO PRODUCE MORTARS AND GROUTS OF UNIFORM QUALITY W ITH
OPTIMUM PERFORMANCE CHARACTERISTICS FOR INSTALLATIONS INDICATED.
PART 3 - EXECUTION
2.1 E%AMINATION
A EXAMME SUBSTRATES, AREAS, AND CONDITIONS WHERE TILE WILL BE INSTALLED, W ITH INSTALLER
PRESENT, FOR COMPLIANCE W ITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER
CONDITIONS AFFECTING PERFORMANCE OF THE WORK. PROCEED WITH INSTALLATION ONLV AFTER
UNSATISFACTORV CONDITIONS HAVE BEEN CORRECTED. FlLL CRACKS, HOLES, AND DEPRESSIONS
IN CONCRETE SUBSTRATES FOR TILE FLOORS INSTALLED W ITH TROWELABLE LEVELING AND
PATCHING COMPOUND SPECIFICALLV RECOMMENDED BY TILE-SETTING MATERIAL MANUFACTURER.
W HERE INDICATED, PREPARE SUBSTRATES TO RECEIVE WATERPROOFlNG BV APPLYING A
REINFORCED MORTAR BED THAT COMPLIES W ITH AN51 A108.1A ANO IS SLOPE� 1/41NCH PER FOOT
(1:50) MAX. TOWARD DRAINS.
32 CERAMIC TILE INSTALLATION
A. COMPLY WITH TCNA'S "HANDBOOK FOR CERAMIC. GLA55, AND STONE TILE INSTALLATION" FOR TCNA
INSTALLATION METHODS SPECIFlEO W TILE INSTALLATION SCHEDULES. COMPLV WITH PARTS OF
THE ANSI A108 SERIES "SPEGRCATIONS FOR INSTALLATION OF CERAMIC TILF' THAT ARE
REFERENCE� IN TCNA WSTALLATION METHODS, SPEQFIED W TILE INSTALLATION SCHEDULES, AND
APPLV TO TVPES OF SETTING ANO GROl1TING MATERIALS USE�.
B. EXTEND TILE W ORK INTO RECESSES AN� UNDER OR BEHIND E�UIPMENT AND FlXTURES TO FORM
COMPLETE COVERING W ITHOUT INTERRUPTIONS UNLESS OTHERWISE INDICATED. TERMINATE
WORK NEATLV AT OBSTRUCTIONS, EDGES, AND CORNERS W ITHOUT DISRUPTING PATTERN OR
JOINT ALIGNMENTS.
G ACCURATELV FORM INTERSECTIONS AN� RETURNS. PERFORM CUTTING AND DRILLING OF TILE
W ITHOUT MARRING VISIBLE SURFACES. CAREFULLV GRIND CUT EDGES OF TILE ABUTTING TRIM,
FlNISH, OR BUILT-IN ITEMS FOR STRAIGHT ALIGNED JOINTS FlT TILE CLOSELV TO ELECTRICAL
OUTLETS, PIPING, FIXTURES, AND OTHER PENETRATIONS 50 PLATES, COLLARS, OR COVERS
OVERLAP TILE. PROVIDE MANUFACTURER'S STANDARD TRIM SHAPES WHERE NECESSARV TO
ELIMINATE EXPOSEDTILE EDGES.
D. JOINT WIDTHS: UNLESS OTHERWISE INDICATED, INSTALL TILE WITH THE FOLLOW ING JOINT W IDTHS:
1. CERAMIC MOSAIC TILE: 1/i61NCH (1.6 MM)
2. GLAZED WALL TILE 1I161NCH (1.6 MM)
E. EXPANSION JOINTS: PROVIDE EXPANSION JOINTS AND OTHER SEALANT-FILLED JOINTS, WCLU�ING
CONTROL CONTRACTION, AND ISOLATION JOINTS, WHERE IN�ICATED. FORM JOINTS DURING
INSTALLATION OF SETTWG MATERIALS, MORTAR BEDS, AND TILE. DO NOT SAW-CUT JOINTS AFTER
INSTALLING TILES.
F. STONE THRESHOLDS: INSTALL STONE THRESHOLDS IN SAME TVPE OF SETTING BED AS ADJACENT
FLOOR UNLESS OTHERW ISE INDICATED.
G. GROUT SEALER: APPLV GROUT SEALER TO CEMENTITIOUS GROUT JOINTS IN TILE FLOOR ACCOROING
TO GROUT-SEALER MANUFACTURER'S WRITTEN INSTRUCTIONS. AS SOON AS GROUT SEALER HAS
PENETRATED GROUT JOINTS, REMOVE EXCESS SEALER AND SEALER FROM TILE FACES BV WIPING
WITH SOFT CLOTH.
RELEA5E0 FOR CONSTRUCTION
Suhjec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel ` �
�un��V l�rcNal�=L.
�
DATE: OH�Z5 2O
SECTION 093013 - CERAMIC TILING (CONT.)
3.3 TILE BACKING PANEL INSTALLATION
A. INSTALL PANELS AND TREAT JOINTS ACCORDING TO ANSI A108.11 AND MANUFACTURER'S WRITTEN
INSTRUCTIONS FOR TVPE OF APPLICATION IN�ICATE�.
34 WATERPROOFMG INSTALLATION
A. INSTALL WATERPROOFlNG TO COMPLV WITH ANSI A108.13 AND MANUFACTURER'S WRITTEN
INSTRUCTIONS TO PRODUCE WATERPROOF MEMBRANE OF UNIFORM THICKNESS THAT IS BONDED
SECURELV TO SUBSTRATE. ALLOW WATERPROOFING TO CURE AND VERIFV BV TESTMG THAT IT IS
WATERTIGHT BEFORE INSTALLING TILE OR SETTING MATERIALS OVER IT.
3S CRACK ISOLATION MEMBRANE INSTALLATION
A. INSTALL CRACK ISOLATION MEMBRANE TO COMPLV W ITH ANSI A108.17 AND MANUFACTURER'S
WRITTEN INSTRUCTIONS TO PRODUCE MEMBRANE OF UNIFORM THICKNESS THAT IS BONDED
SECURELV TO SUBSTRATE. ALLOW CRACK ISOLATION MEMBRANE TO CURE BEFORE INSTALLING
TILE OR SETTWG MATERIALS OVER IT.
3.6 ADJUSTING AND CLEANING
A. REMOVE AND REPLACE TILE THAT IS OAMAGEO OR THAT DOES NOT MATCH ADJOINING TILE. PROVID
NEW MATCHING UNITS, INSTALLED AS SPECIFIED AND IN A MANNER TO ELIMINATE EVIDENCE OF
REPLACEMENT. CLEANWG ON COMPLETION OF PLACEMENT AND GROUTMG, CLEAN ALL CERAMIC
TILE SURFACES SO THEV ARE FREE OF FOREIGN MATTER
3 ] PROTECTION
A. PROTECT INSTALLED TRE WORK WITH KRAFT PAPER OR OTHER HEAVY COVERING DURING
CONSTRUCTION PERI00 TO PREVENTSTAINING, DAMAGE, AND WEAR. IF RECOMMENDEO BV TILE
MANUFACTURER, APPLV COAT OF NEUTRAL PROTECTNE CLEANER TO COMPLETED TILE WALLS AN
FLOORS. PROHIBIT FOOT AND WHEEL TRAFFlC FROM TILED FLOORS FOR AT LEAST SEVEN DAVS
AFTER GROUTING IS COMPLETED. BEFORE FINAL INSPECTION, REMOVE PROTECTNE COVERINGS
AND RINSE NEUTRAL PROTECTIVE CLEANER FROM TILE SURFACES.
SECTION 093033 - STONE TILING
PART1-GENERAL
1.iRELATEDDOCUMENTS
A. DRAW INGS AND GENERAL PROVISIONS OF THE CONTRACT, INC W DING GENERAL AND
SUPPLEMENTARV CONDITIONS AND DIVISION 01 SPECIFICATION SECTIONS, APPLV TO THIS SECTION.
12SUMMARV
A. SECTION INCLUDES:
1. DIMENSION STONE TILE.
2.WATERPROOFMEMBRANE.
3. CRACK ISOLATION MEMBRANE.
4. CEMENTITIOUS BACKER UNITS.
5. METAL E�GE STRIPS.
1.3 �EFINITIONS
A. GENERAL: DEFINITIONS IN THE ANSI A108 SERIES OF TILE INSTALLATION STANDARDS APPLV TO WORK
OF THIS SECTION UNLESS OTHERW ISE SPECIFlED. ANSI A708 SERIES: ANSI A108.01, ANSI A108.02,
AN51 A108.1A, AN51 A108.1 B, AN51 A108. i q AN51 A108.4, ANSI A108.5, AN51 A108 6, AN51 A108.8, ANSI
A108.9,ANSIA108.10,ANSIA108.11,ANSIA108.12,ANSIA108.13,ANSIA108.14,ANSIA108.i5,ANSl
A108.16, AND ANSI A108.7], WHICH ARE CONTAMED IN ITS "SPECIFlCATIONS FOR INSTALLATION OF
CERAMIC TILE."
B. DIMENSION STONE TILE: MODULAR STONE UNITS LESS THAN 3/4 INCH (19 MM) THICK.
C. MODULE SIZB ACTUAL TILE SRE PLUS JOINT WIDTH.
D. POLISHED FINISH: SMOOTH SURFACE THAT PRODUCES SHARP, MIRRORLIKE REFLECTIONS.
REFLECTED IMAGES OF OVERHEAD FLUORESCENT TUBES HAVE STRAIGHT LINES W ITHOUT VISIBLE
DISTORTION W HEN VIE W ED AT ARM'S LENGTH.
E. HONE� FINISH: SMOOTH, NONREFLECTIVE SURFACE SIMILAR TO THAT PROOUCED BV GRINDING WITH
A 400- TO 1200-GRIT ABRASIVE; W ITH A GAP NOT E%CEEDING OD05 INCH (0.13 MM) W HEN FACES ARE
TESTED FOR RATNESS W ITH A 24-INCH (fi10-MM) STRAIGHTEDGE.
F. SAND-RUBBED FINISH'. UNIFORM, FME-TEXTURED SURFACE SIMILAR TO THAT PRODUCED BV
GRIN�ING W ITH A 40-GRIT ABRASIVE; W ITH A GAP NOT EXCEEDING 1/32 INCH (0$ MM) W HEN FACES
ARE TESTED FOR RATNESS W ITH A 24-INCH (610-MM) STRAIGHTEDGE.
G. THERMAL FINISH: UNIFORM, COARSE-TEXTURED SURFACE PRODUCED BV THERMAL SHOCK; W ITH A
GAP NOT EXCEEDING 3I161NCH (5 MM) WHEN FACES ARE TESTED FOR FLATNESS W ITH A 24-INCH
(610-MM) STRAIGHTE�GE.
H. NATURAL-CLEFT FINISH: UNEVEN SURFACE PRODUCED BV SPLITTING STONE ALONG A NATURAL
CLEAVAGE PLANE; WITHOUT VISIBLE TOOL MARKS AND W ITH A GAP NOT EXCEEDING 3/161NCH (5
MM) W HEN FACES ARE TESTED FOR FLATNESS WITH A 24-INCH (610-MM) STRAIGHTEDGE.
1.4 ACTION SUBMITTALS
A. PRODUCT DATA: FOR EACH TVPE OF PRODUCT. SHOP DRAW MGS: SHOW LOCATIONS OF EACH TVPE
OF STONE TILE AND TILE PATTERN. SHOW WIDTHS, DETAILS. AND LOCATIONS OF EXPANSION,
CONTRACTION, CONTROL, AND ISOLATION JOINTS IN SUBSTRATES ANO FINISHED STONE TILE
SURFACES.
B. SAMPLES FOR VEPoFlCATION; FULL-S2E UNITS OF EACH TYPE OF STONE TILE.
1.5 DELNERY, STORAGE, ANO HANOLING
A. DELIVER AND STORE PACKAGED MATERIALS IN ORIGINAL CONTAINERS WITH SEALS UNBROKEN AND
LABELS INTACT UNTIL TIME OF USE STORE STONE TILE AND CEMENTITIOUS MATERIALS ON
ELEVATED PLATFORMS, UNDER COVER, AND IN A ORV LOCATION. STORE AGGREGATES WHERE
GRADMG AND OTHER REQUIRE� CHARACTERISTICS CAN BE MAINTAINED AND CONTAMINATION CAN
BE AVOIDED.
1.6 FIELD CONDITIONS
A. ENVIRONMENTAL LIMITATIONS: DO NOT INSTALL STONE TILE UNTIL CONSTRUCTION IN SPACES IS
COMPLETE AND AMBIENT TEMPERATURE AND HUMIDITV CONDITIONS ARE MAINTAMED AT THE
LEVELS INDICATED IN REFERENCED STANOAROS AN� MANUFACTURER'S WRITTEN INSTRl1CTIONS.
PART2-PRODUCTS
2.iMANUFACTURERS
A. SOURCE LIMITATIONS FOR SETTING AN� GROUTING MATERIALS: OBTAIN INGRE�IENTS OF A UNIFORM
�UALITY FOR EACH MORTAR, ADHESIVE, AND GROUT COMPONENT FROM SINGLE MANUFACTURER
AND EACH AGGREGATE FROM SINGLE SOURCE OR PRODUCER.
22TILE BACKING PANELS
A. CEMENTITIOUS BACKER UNITS: ANSI A118.9 OR ASTM C 1325, TVPE A, IN MAXIMUM LENGTHS
AVAILABLE TO MINIMIZE END-TO-END BUTT JOINTS FlBERLEMENT BACKER BOARD: ASTM C 1288, IN
MAXIMUM LENGTHS AVAILABLETO MINIMIZE END-TO-END BUTTJOINTS.
2.3WATERPROOFMEMBRANE
A. GENERAL: MANUFACTURER'S STANDARD PRODUCT THAT COMPLIES W ITH ANSI A118.70 AND IS
RECOMMENDED BV THE MANUFACTURER FOR THE APPLICATION INDICATED. INCWDE
REINFORCEMENT AND ACCESSORIES RECOMMENDED BV MANUFACTURER.
B. CHLORINATED POLVETHVLENE SHEET: NONPLASTIQZED, CHLORINATED POLVETHVLENE FACED ON
BOTH SIDES WITH NONWOVEN POLVESTER FABRIC.
C. PVC SHEET: PVC HEAT-FUSED ON BOTH SIDES TO FAC WGS OF NONWOVEN POLVESTER.
D. POLVETHYLENE SHEET: POLYETHVLENE FACED ON BOTH SIDES WITH REECE WEBBWG 0.008-INCH
(Q203-MM) NOMINAL THICKNESS.
E. FABRIC-REINFORCED, MODIFIED-81TUMINOUS SHEET: SELF-ADHERING, SBS-MODIFIED-81TUMINOUS
SHEET W ITH W OVEN RE W FORCEMENT FAC W G 0.040-INCH (1.01-MM) NOMINAL THICKNESS.
F. FABRIC-REMFORCE�, FLUID-APPLIE� MEMBRANE'. SVSTEM CONSISTING OF LIQUID-LATEX RUBBER OR
ELASTOMERIC POLVMER AND CONTINUOUS FABRIC REMFORCEMENT.
G. FLUID-APPLIED MEMBRANE LIQUID-LATEX RUBBER OR ELASTOMERIC POLVMER.
H. LATEX-PORTLAND CEMENT WATERPROOF MORTAR: FLEXIBLE, WATERPROOF MORTAR CONSISTING
OF CEMENT-BASED MIX AND LATEX ADDITIVE.
I. WATERPROORNG AND TILESETTING ADHESIVB ONEPART, RUID-APPLIED PRODUCT INTENDED FOR
USE AS BOTH WATERPROORNG AND TILE-SETTING ADHESIVE IN A TWO-STEP PROCESS.
2A CRACK ISOLATION MEMBRANES
A. GENERAL: MANUFACTURER'S STANDARD PRODUCT THAT COMPLIES W ITH ANSI A118.12� AND IS
RECOMMENDED BV THE MANUFACTURER FOR THE APPLICATION INOICATE�. INCWDE
REINFORCEMENT AND ACCESSORIES RECOMMENDED BV MANUFACTURER.
B. CHLORINATED POLVETHVLENE SHEET: NONPLASTICIZED, CHLORINATED POLVETHVLENE FACED ON
BOTH SIDES WITH NONWOVEN POLVESTER FABRIC; 0.030- WCH (�]6-MM) NOMINAL THICKNE55.
C. PVC SHEET: PVC HEAT-FUSED ON BOTH SIDES TO FACWGS OF NONWOVEN POLVESTER; 0.040-INCH
(1-MM) NOMINAL THICKNESS.
D. POLVETHVLENE SHEET: POLVETHVLENE FACEOON BOTH SIOES WITH FLEECE WEBBING; 0.008-INCH
(0203-MM) NOMINAL THICKNESS.
E.CORRUGATEDPOLYETHYLENE:CORRUGATEDPOLVETHVLENE WITHDOVETAIL-SHAPED
CORRUGATIONS AND WITH ANCHORING WEBBING ON THE UNDERSIOE; iB-INCH (3-MM) NOMINAL
THICKNESS.
F FABRIC-REMFORCED, MODIRED-BITUMINOUS SHEET: SELFADHERING, MODIRED-BITUMINOUS SHEET
W ITH FABRIC REINFORCEMENT FACING; 0 040- INCH (1 01-MM) NOMINAL THICKNESS.
G. FABRIC-REINFORCED, FWID-APPLIED MEMBRANE: SVSTEM CONSISTING OF LIQUID-LATE%RUBBER
OR ELASTOMERIC POLVMER AND FABRIC RE W FORCEMENT.
H. FW ID-APPLIED MEMBRANB LIQUID-LATEX RUBBER OR ELASTOMERIC POLVMER.
I. LATEX-PORTLAND CEMENT CRACK-RESISTANT MORTAR: FLE%IBLE MORTAR CONSISTING OF CEMENT-
BASED MIX AND LATEX ADDITNE.
J. CRACK ISOLATION MEMBRANE AND TILE-SETTING ADHESNE: ONE-PART, F W ID-APPLIED PRODUCT
INTENDED FOR USE AS BOTH A CRACK ISOLATION MEMBRANE AND TILE-SETTING ADHESNE IN A
TWO-STEP PROCESS.
25 SETTING MATERIALS
A. PORTLAND CEMENT MORTAR (THICKSET) INSTALL4TION MATERIALS: ANSI A108A2.
B. DRVSET PORTLAND CEMENT MORTAR (THINSET): ANSI A118.1.5. LATEX-PORTLAND CEMENT MORTAR
(THWSET): AN51 A1184. MEDIUM-BE�. LATEX- PORTLAND CEMENT MORTAR: COMPLV WITH
REQUIREMENTS IN AN51 A1184. PROVI�E PRODUCT THAT IS APPROVED BV MANUFACTURER FOR
APPLICATION THICKNESS OF 5/B INCH (16 MM). WATER-CLEANABLE, TILESETTWG EPDXV: ANSI
A118.3. ORGANIC AOHESIVE: ANSI A136.1, TVPE I.
2b GROUT MATERIALS
A. SAND-PORTLAND CEMENT GROUT: ANSI A108.10, CONSISTING OF WHITE OR GRAV CEMENT AND
WHITE OR COLORED AGGREGATE AS REpUIRED TO PRODUCE COLOR INDICATEO. STANOARO
CEMENT GROUT: ANSI A118.6. HIGH-PERFORMANCE TILE GROUT: ANSI A118.7. WATER-CLEANABLE
EPDXV GROUT: ANSI A118.3.
2] MISCELLANEOUS MATERIALS
A. TROWELABLE PATCHING COMPOUNDS LATE%-MODIFIED, PORTLAN� CEMENT-BASED FORMULATION
PROVIDED OR APPROVED BV MANUFACTURER OFTILESETTING MATERIALS FOR INSTALLATIONS
INDICATED.
B. VAPOR-RETARDER MEMBRANE: POLVETHVLENE SHEETING, ASTM D 439�, 40 MILS (0.1 MM) THICK.
C. METAL EDGE STRIPS'. ANGLE OR L-SHAPED, HEIGHT TO MATCH STONE TLLE AND SETTING-BED
THICKNESS, METALLIC OR COMBINATION OF METALAND PVCOR NEOPRENE BASE, �ESIGNED
SPECIFICALLY FOR ROORING APPLICATIONS; STAINLESS-STEEL ASTM A 666, 300 SERIES EXPOSED-
E�GE MATERIAL.
D. PROTECTNE COATING: LIpUID GROUT-RELEASE COATING THAT IS FORMULATED TO PROTECT
EXPOSED SURFACES OF STONE TILE AGAINST ADHERENCE OF MORTAR AND GROUT; COMPATIBLE
WITH STONE, MORTAR, AND GROUT PRODUCTS EASILY REMOVABLE AFfER GROUTING IS
COMPLETED W ITHOUT �AMAGING GROUT OR STONE TILE; AND RECOMMENDEO FOR 115E AS
TEMPORARV PROTECTNE COATING FOR STONE TILE.
E TILE CLEANER: A NEUTRAL CLEANER CAPABLE OF REMOVING SOIL AND RESI�UE W ITHOUT HARMING
STONE TILE AN� GROUT SURFACES, SPECIRCALLV APPROVE� FOR MATERIALS ANO INSTALLATIONS
INDICATED BV STONE TILE PRODUCERS AN� GROUT MANUFACTURERS.
F FLOOR SEALER'. COLORLESS, STAIN- AN� SLIP-RESISTANT SEALER, NOT AFFECTING COLOR OR
PHVSICAL PROPERTIES OF STONE SURFACES AS RECOMMENOED BV STONE TILE PROOUCERS FOR
APPLICATION INDICATED.
SECTION 093033 - STONE TILING (CONT.)
2.8 FABRICATION
A. FACIAL OIMENSIONS OF STONE TILES WITH POLISHED OR HONED FACES DO NOT VARV FACIAL
DIMENSIONS FROM SPECIFlED �IMENSIONS eV MORE THAN PWS OR MINUS 1I641NCH (04 MM).
B. FACIAL �IMENSIONS OF STONE TILES WITH THERMAL-RNISHED FACES: DO NOTVARV FACIAL
DIMENSIONS FROM SPECIFIED DIMENSIONS BV MORE THAN PWS OR MINUS 1/321NCH (0.8 MM).
C. THICKNESS OF STONE TILES WITH POLISHED HONED FlNISH: DO NOT VARV FROM SPECIFIED
THICKNE55 BV MORE THAN PWS OR MINUS 1I321NCH (0.8 MM).
D. THICKNE55 OF STONE TILES W ITH NATURAL-CLEFT OR THERMAL FINISH: DO NOT VARV AVERAGE
THICKNESS OF EACH STONE TILE SPECIFIED THICKNESS BV MORE THAN PWS OR MINUS 1I321NCH
(0.8 MM)
E. JOINT SURFACES: EXCEPT FOR SPECIFIED BEVELED OR EASED EDGES IF ANV, �RE55 JOINT
SURFACES SQUARE FOR FULL DEPTH OF STONE TILE.
F. BACKS OF TILES: GAGE UNITS BY �RESSING BACKS OF TILES SMOOTH AN� FLAT. W HEN TESTED W ITH
A 24-INCH (600-MM) STRAIGHTEDGE, GAP SHALL NOT EXCEED 1/32 INCH (0.8 MM).
G. THRESHOLDS FABRICATE TO SIZE AND PROFlLE AS INDICATED OR REQUIRED TO PROVIDE
TR4NSITION BETNEEN ADJACENT ROOR FlNISHES.
29 MIXING MORTARS AND GROUT
A. MIX MORTARS AND GROUTS TO COMPLV W ITH REFERENCED STANDARDS AND MORTAR AND GROUT
MANUFACTURERS' WRITTEN INSTRUCTIONS.
B. ADO MATERIALS, WATER, ANDA�OITIVES IN ACCURATE PROPORTIONS.
Q OBTAIN AND USE TVPE OF MIXWG E�UIPMENT, MIXER SPEEDS, MIXWG CONTAMERS, MIXING TIME,
AND OTHER PROCEDURES TO PRODUCE MORTARS AND GROUTS OF UNIFORM QUALITY W ITH
OPTIMUM PERFORMANCE CHAR4CTERISTICS FOR INSTALLATIONS INOICATEO.
PART 3 - EXECUTION
3.1 EXAMINATION
A. EXAMINE SUBSTRATES, AREAS, AND CONDITIONS WHERE STONE TILE W ILL BE WSTALLED, W ITH
INSTALLER PRESENT, FOR COMPLIANCE W ITH REQUIREMENTS FOR INSTALLATION TOLERANCES
AND OTHER CONDITIONS AFFECTING PERFORMANCE OF THE W ORK. PROCEED W ITH W STALLATION
ONLV AFTER UNSATISFACTORV CONDITIONS HAVE BEEN CORRECTED.
32 PREPARATION
A RLL CRACKS, HOLES. AND �EPRESSIONS IN CONCRETE SUBSTRATES FOR STONE TILE ROORS
INSTALLED W ITH THINSET MORTAR W ITH TROW ELABLE PATCHING COMPOUND SPEQFICALLV
RECOMMENDED BV TILE-SETTMG MATERIAL MANUFACTURER.
B. WHERE INDICATED, PREPARE SUBSTRATES TO RECEIVE WATERPROOFlNG BY APPLVING A
REINFORCED MORTAR BEO THAT COMPLIES W ITH ANSI A108.1A AN� IS SLOPED 1/41NCH PER FOOT
(1:50) TOWARD DRAINS. LAV OUT STONE TILE PATTERNS BV MARKING JOINT LMES ON SUBSTRATES
TO VEPoFV JOINT PLACEMENT AT EDGES, CORNERS, DOORS. AND OTHER CRITICAL ELEMENTS.
G LAY OUT STONE TILES ON SUBSTRATES OR ON AN ADJACENT Sl1RFACE TO ESTABLISH PLACEMENT
OF INDIVI�UAL STONE TILES FOR BALANCE OF COLOR AND PATTERN VARIATIONS. FIELD-APPLIED
TEMPORARV PROTECTNE COATWG IF INDICATED UN�ER STONE TILE TVPE OR NEEDED TO
PREVENT GROUT FROM STAINING OR AOHERING TO EXPOSE� STONE TILE SURFACES, PRECOAT
STONE TILES W ITH CONTINUOUS FlLM OF TEMPORARV PROTECTNE COATING, TAKING CARE NOT TO
COAT UNEXPOSED STONE TILE SURFACES.
3.3 STONE TILE INSTALLATION
A. COMPLV W ITH TCNA'S "HANDBOOK FOR CERAMIG GLASS, AN� STONE TILE INSTALLATION" FOR TCNA
INSTALLATION METHO�S SPEqFlED IN STONE TILE INSTALLATION SCHEDULES. COMPLV WITH
PARTS OF THE AN51 A108 SERIES "SPEQFICATIONS FOR INSTALLATION OF CERAMIC TILE" THAT ARE
REFERENCED IN TCNA WSTALLATION METHODS SPECIFIED W STONE TILE WSTALLATION
SCHEDULES, AND APPLV TO TVPES OF SETTING AND GROUTING MATERIALS USED.
B. EXTEND STONE TILE WORK INTO RECESSES AND UNOER OR BEHIND EpUIPMENT ANO FIXTURES TO
FORM COMPLETE COVERING W ITHOUT INTERRUPTIONS UNLESS OTHERWISE INDICATED.
TERMINATE W ORK NEATLV AT OBSTRUCTIONS, E�GES, AND CORNERS W ITHOUT DISRUPTING
PATTERN OR JOINT ALIGNMENTS.
C. ACCURATELV FORM INTERSECTIONS AND RETURNS. PERFORM WTTING AND DRILLING OF STONE
TILE W ITHOUT MARRING VISIBLE SURFACES. CAREFULLV GRIND CUT EDGES OF STONE TILE
ABUTTING TRIM, FINISH, OR BU ILT-IN ITEMS FOR STRAIGHT ALIGNED JOINTS. FIT STONE TILE
CLOSELV TO ELECTRICAL OUTLETS, PIPWG. RXTURES, AND OTHER PENETRATIONS SO PLATES,
COLLARS, OR COVEftS OVERLAP STONE TILE.
D. JOINTING PATTERM LAV STONE TILE IN GRID PATTERN UNLESS OTHERWISE INOICATEO. LAV OUT
STONE TILE WORK AND CENTER STONE TILE FlELDS IN BOTHDIRECTIONS IN EACH SPACE OR ON
EACH W ALL AREA. LAV OUT STONE TILE W ORK TO MINIMIZE THE USE OF PIECES THAT ARE LESS
THAN HALF OF A TILE. PROVIDE UNIFORM JOINT W IDTHS UNLE55 OTHERW ISE INDICATE�.
E. MATCH STONE TILES W ITHW EACH SPACE BY SELECTING TILES TO ACHIEVE UNIFORMITV OF COLOR
AND PATTERN. REJECT OR RELOCATE STONE TILES THAT DO NOT MATCH COLOR AND PATTERN OF
AOJACENT TILES. MIX STONE TILES TO ACHIEVE A UNIFORMLV RANOOM DISTRIBUTION OF COLOR
SHADINGS AND PATTERNS.
E EXPANSION JOINTS: PROVIDE EXPANSION JOINTS AND OTHER SEALANLFlLLED JOINTS, INCLUDMG
CONTROL, CONTRACTION, AND ISOLATION JOINTS, WHERE INDICATED. FORM JOINTS DURING
INSTALLATION OF SETTING MATERIALS, MORTAR BE�S, AND STONE TILE. �O NOT SAW-CUT JOINTS
AFTER INSTALLWG STONE TILES.
G. STONE THRESHOLDS INSTALL STONE THRESHOLDS IN SAME TVPE OF SETTING BED AS ADJACENT
FLOOR UNLESS OTHERWISE INDICATED.
3.4 TILE BACKING PANEL INSTALLATION
A. INSTALL PANELS AND TREAT JOINTS ACCORDING TO AN51 A108.11 ANO MANUFACTURER'S WRITTEN
INSTRUCTIONS FOR TVPE OF APPLICATION INDICATE�. USE LATE%-PORTLAND CEMENT MORTAR
FOR BONDING MATERIAL UNLESS OTHERWISE DIRECTED IN MANUFACTURER'S WRITTEN
INSTRUCTIONS.
35 WATERPROOFMG INSTALLATION
A. INSTALL WATERPROOFlNG TO COMPLV W ITH ANSI A108.13 AND MANUFACTURER'S W ftITTEN
INSTRUCTIONS TO PRODUCE WATERPROOF MEMBRANE OF UNIFORM THICKNE55 AND BONDED
SECURELV TO SUBSTRATE. ALLOW WATERPROOFING TO CURE AND VERIFV BV TESTING THAT IT IS
WATERTIGHT BEFORE INSTALLING TILE OR SETTING MATERIALS OVER IT.
3B CRACK ISOLATION MEMBRANE INSTALLATION
A. INSTALL CRACK ISOLATION MEMBRANE TO COMPLV W ITH ANSI A108.17 AND MANUFACTURER'S
WRITTEN INSTRUCTIONS TO PRODUCE MEMBRANE OF UNIFORM THICKNESS AND BONDED
SECURELY TO SUBSTRATE.
3 ] INSTALLATION TOLERANCES
A. VARIATION FROM PLUM& FOR VERTICAL JOINTS, EXTERNAL CORNERS, AND OTHER CONSPICUOUS
LINES, DO NOT EXCEED 1I8 WCH IN 8 FL (3 MM M 24M). VARIATION IN LEVEL FOR HORIZONTAL
JOINTS AND OTHER CONSPICUOUS LWES, DO NOT EXCEED 1IB INCH IN 10 FL (3 MM IN 3 M), OR 1l2
INCH (12 MM). VARIATION IN SURFACE PLANE OF FLOORING: DO NOT EXCEED 1/B INCH IN 70 FL (3 MM
IN 3 M) FROM LEVEL OR SLOPE INDICATEO WHEN TESTED W ITH A 10-FL (3-M) STRAIGHTEDGE.
VARIATION IN JOINT W IDTH: DO NOT VARV JOINT THICKNESS MORE THAN 1/16 INCH (1 B MM) OR
ONE FOURTH OF NOMINAL JOINT WIDTH, WHICHEVER IS LESS.
3.8 A�JUSTING AND CLEANING
A. REMOVE AND REPLACE TILE THAT IS �AMAGED OR THAT DOES NOT MATCH ADJOINING STONE TILE.
PROVIDE NEW MATCHING UNITS, INSTALLED AS SPEGRED AND IN A MANNER TO ELIMINATE
EVIDENCE OF REPLACEMENT.
B. CLEANING: ON COMPLETION OF PLACEMENT AND GROUTING, CLEAN STONE TILE SURFACES SO THEV
ARE FREE OF FOREIGN MATTER. APPLV SEALER TO CLEANED STONE TILE FLOORING ACCORDING
TO SEALER MANUFACTURER'S WRITTEN INSTRUCTIONS.
3.9 PROTECTION
A. PROTECT INSTALLE� STONE TILE FLOORS WITH KRAFT PAPER OR OTHER HEAW COVERMG �URING
CONSTRUCTION PERI00 TO PREVENTSTAINING, DAMAGE, AND WEAR. IF RECOMMENDED BV STONE
TILE MANUFACTURER, APPLY COAT OF NEUTRAL PROTECTIVE CLEANER TO COMPLETED STONE TILE
WALLS AN� ROORS.
B. PROHIBIT FOOT AND W HEEL TRAFFIC FROM STONE TILED FLOORS FOR AT LEAST SEVEN DAVS AFTER
GROUTMG IS COMPLETED. BEFORE FINAL INSPECTION, REMOVE PROTECTNE COVERINGS AND
RINSE NEUTRAL PROTECTIVE CLEANER FROM STONE TILE SURFACES.
SECTION 095113 -ACOUSTICAL PANEL CEILINGS
PART1-GENERAL
1.1 RELATED DOCUMENTS
A. DRAW INGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND
SUPPLEMENTARV CONDITIONS AND DNISION 01 SPECIFICATION SECTIONS, APPLV TO THIS SECTION.
125UMMARV
A. SECTION INCLUDES ACOUSTICAL PANELS AND EXPOSED SUSPENSION SVSTEMS FOR CEILINGS.
PRODUCTS FURNISHEO, BUT NOT INSTALLED UNDER THIS SECTION, INCW DE ANCHORS, CLIPS, ANO
OTHER CEILING ATTACHMENT DEVICES TO BE CAST IN CONCRETE.
1.3 ACTION SUBMITTALS
A. PRODUCT DATA: FOR EACH TVPE OF PROOUCT. SAMPLES: FOR EACH EXPOSED PRODUCT AND FOR
EACH COLOR AND TEXTURE SPEQFIED, 6 INCHES (150 MM) IN SIZE.
1 4 DELIVERV, STORAGE, AND HANDLING
A. DELNER ACOUSTICAL PANEL$ Sl15PENSION-SVSTEM COMPONENTS, AND ACCESSORIES TO
PROJECT SITE IN ORIGINAL, UNOPENE� PACKAGES AND STORE THEM IN A FULLV ENCLOSED.
CONDITIONED SPACE WHERE THEY WILL BE PROTECTEDAGAINST DAMAGE FROM MOISTURE, HUMIDITY,
TEMPERATURE EXTREMES, OIRECT SUNLIGHT, SURFACE CONTAMINATION, ANO OTHER CAUSES.
BEFORE INSTALLING ACOl1STICAL PANELS, PERMIT THEM TO REACH ROOM TEMPERATURE AND A
STABILIZED MOISTURE COMENT. HANDLE ACOUSTICAL PANELS CAREFULLV TO AVOID CHIPPMG EDGES
OR DAMAGING UNITS IN ANV WAY.
1.5 FIELD CON�ITIONS
A ENVIRONMENTAL LIMITATIONS: DO NOT INSTALL ACOUSTICAL PANEL CEILMGS UNTIL SPACES ARE
ENCLOSE� AN� WEATHERPROOF, W ET WORK IN SPACES IS COMPLETE AND DRV, WORK ABOVE
CEILWGS IS COMPLETE, AND AMBIENT TEMPER4TURE AND HUMIDITV CONDITIONS ARE MAINTAINED
AT THE LEVELS INDICATED FOR PROJECT WHEN OCCUPIED FOR ITS INTENDED USE.
PART2-PROOUCTS
2.iPERFORMANCERE�UIREMENTS
A. SEISMIC PERFORMANCB ACOUSTICAL CEILING SHALL W ITHSTAND THE EFFECTS OF EARTHQUAKE
MOTIONS OETERMMEO ACCORDING TO ASCE/SEI ].
B. SURFACE-BURNING CHARACTERISTICS: COMPLV W ITH ASTM E 84; TESTING BV A QUALIFIED TESTING
AGENCV. IDENTIFV PRODUCTS WITH APPROPRIATE MARKWGS OF APPLICABLE TESTING AGENCV.
C. FIRE-RESISTANCE RATINGS: COMPLV W ITH ASTM E 119; TESTING BYA QUALIFIEO TESTING AGENCV.
IDENTIFV PRODUCTS WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING AGENCV. INDICATE
DESIGN DESIGNATIONS FROM UCS "FlRE RESISTANCE DIRECTORV".
22ACOUSTICALPANELS,GENERAL
A LO W-EMITTING MATERIALS: ACOUSTICAL PANEL CEILINGS SHALL COMPLV W ITH THE TESTING AND
PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES"'STANDARD
PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOl1RCES USING
SMALL- SCALE ENVIRONMENTAL CHAMBERS "
B. SOURCE LIMITATIONS�. OBTAM EACH TVPE OF ACOUSTICAL CEILMG PANEL AND SUPPORTMG
SUSPENSION SVSTEM FROM SINGLE SOURCE FROM SINGLE MANUFACTURER.
C. ACOUSTICAL PANEL STANDARD: PROVIDE MANUFACTURER'S STANDARD PANELS OF CONFIGURATION
INDICATED THAT COMPLY WITH ASTM E 1264 CLASSIFlCATIONS AS DESIGNATED BV TVPES,
PATTERNS, ACOUSTICAL RATINGS. ANO LIGHT REFLECTANCES UNLE55 OTHERW ISE INDICATED.
23 METAL SUSPENSION SVSTEMS, GENERAL
A. METAL SUSPENSION-SYSTEM STANDARD'. PROVIDE MANUFACTURER'S STANDARD DIRECT-HUNG
METAL SUSPENSION SVSTEMS OF TVPES, STRUCTURAL CLASSIFlCATIONS, ANO FINISHES INOICATE�
THAT COMPLV W ITH APPLICABLE REQUIREMENTS IN ASTM C 635/C 635M.
B. ATTACHMENT DEVICES�. SIZE FOR FlVE TIMES THE DESIGN LOAD IN�ICATED IN ASTM C 635/C 635M,
TABLE 1, "�IRECT HUNG," UNLESS OTHERWISE INDICATED. COMPLV WITH SEISMIC DESIGN
REQUIREMENTS. WIRE HANGERS, BRACES, AND TIES: PROVIDE WIRES COMPLVING WITH THE
FOLLOW WG REQUIREMENTS:
1. TVPE ANO FORM: TVPE III, MINERAL BASE W ITH PAINTEO FINISH; [FORM 1, NODULAR] [FORM 2,
WATER FELTED] �FORM 4, CAST OR MOLDED].
2. TVPE AND FORM: TYPE IV, MINERAL BASE W ITH MEMBRANEFACED OVERLAV; FORM 1, NODULAR;
WITH [GLA55-FIBER CLOTH� �VJASHABLE VINVLFlLM� OVERLAV.
3. TVPE AN� FORM: TYPE IV, MINERAL BASE W ITH MEMBRANE-FACED OVERLAV; FORM 2, WATER
FELTED; W ITH [VINVL OVERLAY ON FACE] �VINYL OVERLAV ON FACE AND BACK] �VINYL OVERLAV
ON FACE, BACK, AND SEALED EDGES] �FIBERGLA55-FABRIC OVERLAV ON FACE].
4. TVPE AN� FORM: TYPE XII, GLASS-FIBER BASE WITH MEMBRANE-FACE� OVERLAV; [FORM 1,
PLASTIC� �FORM 2, CLOTH] �FORM 3, OTHER].
5. TVPE ANO FORM: TYPE XX, OTHER TVPES; DESCRIBED AS HIGH-DENSITV, CERAMIC- AND MINERAL-
BASE PANELS W ITH SCRUBBABLE FINISH, RESISTANT TO HEAT, MOISTURE, AND CORROSNE
FUMES.
6. TVPE ANO FORM: <INSERT TVPE AND FORM>.
]. PATTERN: [C (PERFORATED, SMALL HOLES)] [CD (PERFORATED, SMALL HOLES AN� FISSURED)� �CE
(PERFORATEq SMALL HOLES AND LIGHTLV TEXTURED)� [D (FISSURED)] [E (LIGHTLV TEXTURED�]
�F (HEAVILV TEXTUREO)] [G (SMOOTH)� [GH (SMOOTH AND PRINTED)] �I (EMBOSSED)] �J
(EMBOSSED-INREGISTER)] [K (SURFACE SCORED)� [Z (OTHER PATTERNS AS DESCRIBED)] �AS
INDICATED BV MANUFACTURER'S DESIGNATION] qNSERT PATTERN>.
C. ANGLE HANGERS: ANGLES WITH LEGS NOT LESS THAN �/8 WCH (22 MM) W IDE; FORMEO WITH 0.04-
INCH- (1-MM-) THICK, GALVANIZED-STEEL SHEET COMPLYING WITH ASTM A 653IA 653M, G90 (Z2]5)
COATING DESIGNATION; W ITH BOLTED CONNECTIONS AND 5/16-INCH- (B-MM-) �IAMETER BOLTS.
D. SEISMIC STABILRER BARS'. MANUFACTURER'S STANDARD PERIMETER STABILIZERS DESIGNED TO
ACCOMMO�ATE SEISMIC FORCES. SEISMIC STRUTS: MANUFACTURER'S STANDARD COMPRESSION
STRUTS DESIGNED TO ACCOMMODATE SEISMIC PoRCES.
E. SEISMIC CLIPS: MANUFACTl1RER'S STANDARD SEISMIC CLIPS DESIGNE� AND SPACED TO SECURE
ACOUSTICAL PANELS IN PLACE. HOLD-DOWN CLIPS: WHERE INDICATED, PROVIDE MANUFACTURER'S
STANDARD HOLD-DOWN CLIPS SPACED 24 INCHES (610 MM) O.C.ON ALL CROSS TEES. IMPACT
CLIPS: WHERE INDICATED, PROVIDE MANUFACTURER'S STANDARD IMPACT-0LIP SVSTEM DESIGNED
TO ABSORB IMPACT FORCES AGAINST ACOUSTICAL PANELS.
2 4 METAL EDGE MOLDINGS AND TRIM
A. ROLLFORMED, SHEET-METAL EOGE MOLDINGS AND TRIM: TVPE AND PROFILE INDICATED OR, IF NOT
INDICATED, MANUFACTURER'S STANDAR� MOL�INGS FOR EDGES AND PENETRATIONS THAT
COMPLY WITH SEISMIC DESIGN RE�UIREMENTS FORMED FROM SHEET METAL OF SAME MATERIAL,
FINISH, AN� COLOR AS THAT USED FOR EXPOSED FLANGES OF SUSPENSION-SVSTEM RUNNERS.
B. E%TRUDED-ALUMINUM EDGE MOL�INGS AND TRIM: WHERE IN�ICATED, PROVIDE MANUFACTURER'S
EXTRUDED-ALUMINUM EDGE MOLDINGS AND TRIM OF PROFlLE INDICATED OR REFERENCED BV
MANUFACTURER'S DESIGNATIONS, INCWDING SPLICE PLATES, CORNER PIECES, AND ATTACHMENT
AND OTHER CLIPS. COMPLVING WITH SEISMIC DESIGN REpUIREMENTS AND THE FOLLOWING:
2.SACOUSTICALSEALANT
A. ACOIISTICAL SEALANL MANUFACTURER'S STANOARO SEALANT COMPLVING W ITH ASTM C 834 ANO
EFFECTNE IN REDUCING AIRBORNE SOUN� TRANSMISSION THROUGH PERIMETER JOINTSAND
OPENMGS IN BUILDING CONSTRUCTION AS DEMONSTRATED BV TESTING REPRESENTATNE
ASSEMBLIES ACCORDING TO ASTM E 90.
PART 3 - EXECUTION
3.1 EXAMINATION
A. EXAMINE SUBSTRATES, AREAS, AND CONDITIONS, WCWOING STRUCTURAL FRAMING TO WHICH
ACOUSTICAL PANEL CEILINGS ATTACH OR ABUT, W ITH INSTALLER PRESENT, FOR COMPLIANCE W ITH
REQUIREMENTS SPEQRED IN THIS AND OTHER SECTIONS THAT AFFECT CBLING INSTALLATION AND
ANCHORAGE AND WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS
AFFECTING PERFORMANCE OF ACOUSTICAL PANEL CEILINGS EXAMINE ACOUSTICAL PANELS
BEFORE INSTALLATION. REJECT ACOUSTICAL PANELS THAT ARE WET, MOISTURE �AMAGED, OR
MOL� OAMAGEO. PROCEED WITH MSTALLATION ONLVAFTER UNSATISFACTORV CONDITIONS HAVE
BEENCORRECTED.
32 PREPARATION
A. MEASURE EACH CEILING AREA AND ESTABLISH LAVOUT OF ACOl1STICAL PANELS TO BALANCE
BORDER W IDTHS AT OPPOSITE EDGES OF EACH CEILING. AVOI� USING LESS-THAN-HALF-WIDTH
PANELS ATBORDERS, AND COMPLV W ITH LAVOUT SHOWN ON RERECTED CEILWG PLANS.
331NSTALLATION
A. GENERAL INSTALL ACOlISTICAL PANEL CEILINGS TO COMPLV W ITH ASTM C 636/C 636M AND SEISMIC
DESIGN REQUIREMENTS INDICATED, ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS
AND QSCA'S "CEILING SVSTEMS HANDBOOK" FIRERATED ASSEMBLY: INSTALL FIRE-RATED CEILING
SVSTEMS ACCORDING TO TESTED FIRERATED DESIGN.
B. SECURE BRACING W IRES TO CEILING SUSPENSION MEMBERS AND TO SUPPORTS W ITH A MINIMUM OF
FOUR TIGHT TURNS. SUSPEND BRACING FROM BUILDING'S STRUCTURAL MEMBERS AS REQUIRE�
FOR HANGERS, W ITHOUT ATTACHING TO PERMANENT METAL FORMS, STEEL DECK, OR STEEL DECK
TABS FASTEN BRACING WIRES INTO CONCRETE W ITH CAST-IN-PLACE OR POSTINSTALLED
ANCHORS.
C. INSTALL EDGE MOLDINGS AND TRIM OF TYPE INDICATED AT PERIMETER OF ACOUSTICAL CEILING
AREA AND W HERE NECESSARV TO CONCEAL EDGES OF ACOUSTICAL PANELS.
0. INSTALL SUSPENSION-SYSTEM RUNNERS 50 THEV ARE SOUARE ANO SECURELV INTERLOCKED W ITH
ONE ANOTHER. REMOVE AND REPLACE DENTED, BENT, OR KINKED MEMBERS. INSTALL ACOUSTICAL
PANELS W ITH UNDAMAGED EDGES AND FlT ACCURATELY INTO SUSPENSION-SVSTEM RUNNERS AND
EDGE MOLOINGS. SCRIBE AND CUT PANELS AT BOROERS AND PENETRATIONS TO PROVIDE A NEAT,
PRECISE FIT.
34 0.EANING
A. CLEAN EXPOSED SURFACES OF ACOUSTICAL PANEL CEILINGS, INC W DING TRIM, EDGE MOLOINGS,
AND SUSPENSION-SVSTEM MEMBERS. COMPLV WITH MANUFACTURER'S WRITTEN INSTRUCTIONS
FOR QEANWG AND TOUCHUP OF MINOR FINISH DAMAGE. REMOVE AND REPLACE CEILING
COMPONENTS THAT CANNOT BE SUCCESSFULLV CLFANED ANO REPAIRED TO PERMANENTLV
ELIMINATE EVIDENCE OF DAMAGE.
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