MOVEMENT JOINTS-VERTICAL & HORIZONTAL
<br />REVISIONS
<br />PLAN
<br />5/8" GYPSUM BOARD - SEE INTERIORDESIGNER
<br />MOVEMENT JOINT DESIGN ESSENTIALS EJ171-07
<br />le,SEE
<br />DRAWINGS FOR FINISH
<br />USE THESE DETAILS FOR CONTROL, CONTRACTION, AND ISOLATION JOINTS
<br />GUIDELINES:
<br />EQ. EQ.
<br />ACCENT LIGHTING AS OCCURS - SEE
<br />ELECTRICAL DRAWINGS
<br />• INTERIOR-2010 25' IN EACH DIRECTION.
<br />2 X 6 WOOD FRAMING @ 18" O.C.
<br />• EXTERIOR-8' TO 12" IN EACH DIRECTION.
<br />- SEE CEILING PLAN
<br />+ INTERIOR TILE WORK EXPOSED TO DIRECT SUNLIGHT OR MOISTURE-610 12' IN EACH DIRECTION.
<br />—
<br />FRAMING AT 1(VOG MAX
<br />• WHERE TILE WORK: ABUTS RESTRAINING SURFACES SUCH AS PERIMETER WALLS, DISSIMILAR FLOORS,
<br />CURBS, COLUMNS, PIPES, CEILINGS, AND WHERE CHANGES OCCUR IN BACKING MATERIALS. NOT
<br />\'
<br />--
<br />AT DRAIN STRAINERS.
<br />—
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<br />.
<br />• ALL EXPANSION, CONTROL, CONSTRUCTION, COLD, AND SEISMIC JOINTS IN THE STRUCTURE
<br />SHOULD CONTINUE THROUGH THE TILE WORK, INCLUDING JOINTS AT VERTICAL SURFACES.
<br />•JOINTS THROUGH TILE WORK DIRECTLY OVER STRUCTURAL JOINTS MUST NEVER BE NARROWER
<br />~
<br />LIGHT FIXTURE -SEE REFLECTED
<br />CEILING PLAN AND ELECTRICAL
<br />THAN THE STRUCTURAL JOINT,
<br />PLAN
<br />EXPANSION JOINT WIDTH (VERTICAL & HORIZONTAL)
<br />FLOOR TILE
<br />GYPSUM BOARD - TYPICAL ON ALL SIDES -
<br />• EXTERIOR (ALL TILE) - MINIMUM 3/8" FOR JOINTS 8' ON CENTER, MINIMUM'" FOR JOINTS 12' ON
<br />SEE INTERIOR DESIGNER DRAWINGS FOR
<br />r
<br />DRY-SET OR LATEX-PORTLAND CEMENT MORTAR
<br />CENTER. MINIMUM WIDTHS MUST BE INCREASED 1/16" FOR EACH 15 F rLE SURFACE TEMPERATURE
<br />FINISH
<br />BOND GOAT
<br />CHANGE GREATERTHAN 100 F BETWEEN SUMMER HIGH AND WINTER LOW. (DECKS EXPOSED TO
<br />THE SKY IN NORTHERN U.S.A. USUALLY REQUIRE 314" WIDE JOINTS ON 12' CENTERS.)
<br />BONDED WATERPROOF MEMBRANE
<br />• INTERIOR FOR QUARRY TILE AND PAVER TILE - SAME AS GROUT JOINT, BUT NOT LESS THAN/;'
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<br />THIS DOCUMENT, AND THE IDEAS AND DESIGNS
<br />'
<br />•INTERIOR FOR CERAMIC MOSAIC TILE AND GLAZED WALL TILE - PREFERRED NOT LESS THAN 'A", BUT
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<br />CONCRETENEVER
<br />LESS THAN 1/8"
<br />INCORPORATED HEREIN, A5 AN INSTRUMENT OF
<br />•
<br />PROFESSIONAL SERVICE, IS THE PROPERTY OF
<br />PREPARATION
<br />,W4+„
<br />"api' AND IS NOT TO BE USED, IN WHOLE OR IN
<br />/
<br />PART, FOR ANY OTHER PROJECT WITHOUT
<br />12"
<br />CEILING JOISTS -SEE CEILING
<br />• TILE EDGES TO WHICH SEALANT WILL BOND MUST BE CLEAN AND DRY. SANDING OR GRINDING OF
<br />WRITTEN AUTHORIZATION.
<br />FRAMING PLAN
<br />THESE EDGES IS RECOMMENDED TO OBTAIN OPTIMUM SEALANT BOND.
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<br />-, CLEAR
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<br />► PRIMER ON THESE TILE EDGES IS MANDATORY WHEN RECOMMENDED BYTHE SEALANT
<br />MANUFACTURER. CARE MUST BE TAKEN TO KEEP PRIMER OFF TILE FACES.
<br />GYPSUM BOARD - SEE REFLECTED
<br />O■■
<br />i
<br />CEILING PLAN
<br />MATERIALS
<br />IX CLEAR ALDER SHELF -SEE INTERIOR
<br />PLANNING
<br />DESIGNER PLANS
<br />ARCHITECTURE
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<br />• BACKUP STRIP SHALL BE A FLEXIBLE AND COMPRESSIBLE TYPE OF CLOSED-CELL FOAME
<br />WALL FINISH - SEE INTERIOR
<br />POLYETHYLENE, BUTYL RUBBER, OR OPEN CELL AND CLOSED CELL POLYURETHANE, ROUNDED AT
<br />\ %
<br />ELEVATIONS
<br />SURFACE TO CONTACTSEALANT, AS SHOWN IN THE DETAILS ABOVE, AND AS RECOMMENDED BY
<br />SEALANT MANUFACTURERS. IT MUST FIT NEATLY INTO THE JOINT WITHOUT COMPACTING AND TO
<br />I X 3 APRON - CLEAR ALDER - SEE INTERIOR
<br />1
<br />SUCH A HEIGHT TO ALLOW A SEALANT DEPTH OF 1/2 THE WIDTH OF THE JOINT. SEALANT MUST NOT
<br />DESIGNER PLANS FOR FINISH
<br />BOND TO THE BACKUP MATERIAL.
<br />(/~"
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<br />• SUITABLE SEALANTS INCLUDE SILICONE, URETHANE, AND POLYSULHDE, GENERALLY URETHANE
<br />SEALANTS ARE RECOMMENDED FOR EXTERIOR VERTICAL TILE SURFACES AND BOTH EXTERIOR AND
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<br />INTERIOR HORIZONTAL TILE SURFACES, INCLUDING TILED TRAFFIC AREAS. SEALANTS IN TRAFFIC
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<br />AREAS REQUIRE A. SHORE A HARDNESS OF 35 OR GREATER.
<br />• SILICONE SEALANTS MAY BE USED ON BOTH EXTERIOR AND INTERIOR VERTICAL 11LE SURFACES.
<br />SINGLE COMPONIENT, MILDEW-RESISTANT SILICONE SEALANTS ARE FdRMULATED WITH FUNGICIDE
<br />l
<br />FOR SEALING INTERIOR JOINTS IN CERAMIC TILE SHOWERS, AND AROUND TUBS, SINKS AND
<br />PLUMBING FIXTURES.
<br />• USE SEALANTS COMPLYING WITH ASTM C92C, WHICH DESIGNATES SEALANTS ACCORDING TO
<br />TYPE, GRADE, CLASS, AND USES. THE FOLLOWING ARE SUITABLE FOR USE IN TILE WORK:
<br />ARCHITECTURE PLUS INC.
<br />2
<br />3 LIGHT TROUGH DETAIL
<br />] p'+
<br />9 TILE FLOORING (TCNA F122)
<br />DISPLAY NICHE DETAIL
<br />SCALF:1 1/21- 1'-0"
<br />`/
<br />SCALE: 3"=1'-0"
<br />• TYPES-SINGLE-COMPONENT SEALANTSCALE:1
<br />• TYPE M-MULTICOIMPONENTSEALANT
<br />IN-
<br />1/2"= V-0"
<br />4335-8 NORTH STAR WAY
<br />MODESTO, CA 95356
<br />• GRADE P-SEALANTS FOR JOINTS ON HORIZONTAL SURFACES.
<br />• GRADE NS-NON-SAGGING SEALANTS FOR JOINTS IN VERTICAL SURFACES.
<br />SEE PLAN
<br />5/8" GYPSUM BOARD - SEE INTERIOR
<br />• CLASS 25 AND 12 1/z-INDENTIFIES SEALANTS WHICH CAN WITHSTAND AN INCREASE AND DECREASE
<br />DESIGNER DRAWINGS FOR FINISH
<br />209.577.4661
<br />OF +/- 25% OR +/- 721/.% Of JOINT WIDTH.
<br />ph.
<br />METAL TUBE SUPPORT - SEE
<br />• USE T-USE IN JOINTS SUBJECTED TO PEDESTRIAN AND VEHICLE TRAFFIC,
<br />fX. 209.577.0213
<br />STRUCTURAL DRAWINGS
<br />2 X 6 WOOD STUD AT 16" O.C.
<br />+ USE NT-SEALANTS FOR NON TRAFFIC EXPOSURES.
<br />EQ, EQ
<br />• USES M AND G-SEALANTS THAT WILL REMAIN ADHERED TO MORTAR (M) AND GLASS (G) ARE
<br />ACCENT LIGHTING AS OCCURS -SEE
<br />SUITABLE FOR USE, WITH TILE.
<br />ELECTRICAL DRAWINGS
<br />518" THICK GYPSUM BOARD OVER
<br />• SOME SEALANTS REQUIRE EDGE PRIMING. CONSULT MANUFACTURER'S SPFCIHCATIONS_
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<br />METAL STUDS
<br />2 X 2 WOOD ACCENT SLATS
<br />+ MAN U FACTUREDfPREFORMED JOINT PROFILES ARE AVAILABLE, CONSULT MANUFACTURER.
<br />SPACED A7 5" O.C. MOUNTED TO
<br />FRAMING AT 16" OC MAX
<br />3 1/2" METAL STUDS 16" O.C.
<br />2 X 6 WALL
<br />COLD JOINTS
<br />+ COLD JOINTS ARE FORMED PRIMARILY BETWEEN SLAB POURS WHERE THE SIZE OF A CONCRETE
<br />GYPSUM BOARD - TYPICAL ON ALL SIDES -
<br />SLAB MAY BE TOO LARGE TO BE POURED AT ONE TIME THE REMAINDER OF THE SLAB WOULD BE
<br />3 1/2" FLEXIBLE METAL C TRACK - SEE
<br />ARCHITECTURAL VENEER -VERIFY
<br />POURED AT A LATTER TIME, FORMING A COLD JOINT BETWEEN THE TWO SECTIONS. SUCH JOINTS
<br />SEE INTERIOR DESIGNER DRAWINGS FOR
<br />FRANK C. BOOTS
<br />STRUCTURAL DRAWINGS
<br />SELECTION WITH OWNER
<br />SHOULD BE SHOWN ON ARCHITECTURAL DRAWINGS,
<br />FINISH
<br />JOSEPH L. SMITH
<br />+ A COLD JOINT BECOMES A WEAKENED JOINT THAT, UPON MOVEMENT, WILL CRACK, PERMITTING
<br />F
<br />RODNEY C. ALONZO
<br />LEAKAGE OR BUCKLING AND CRACKING OF A TILE FLOOR SEL OVER THE SLAB.
<br />2X BLOCKING W/ A35 EACH SIDE EACH END
<br />ARCHITECTS
<br />• SOME LARGE SLABS ON-GRADE ARE POURED MOOLITHICALtY, THEN LATER SAW-CUT AND
<br />WAIT COUNTFR
<br />INTERVALS, PROVIDING CONTROL/CONTRACTION JOINTS TO ALLOW CRACKING AT THESE
<br />RECESSED LED STRIP LIGHT
<br />WEAKENED POINTS.
<br />INSTALLATION
<br />i.
<br />12" DEEP CLEAR ALDER SHELF
<br />• MOVEMENT JOINTS IN TILE SHOULD BE LOCATED OVER ALL COLD JOINTS AND SAW-CUT CONTROL
<br />�—
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<br />ALUMINUM EXTRUSION
<br />JOINTS.
<br />WITH FROSTED
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<br />• JOINTS IN TILE AND SETTING MATERIALS SHALL NEVER BE LESS THAN THE WIDTH OF THE SAW-CUT
<br />CONTROL JOINT WIDTH. PREPARATION AND INSTALLATION SHALL BE AS REQUIRED FOR
<br />3"
<br />DIFFUSER - VERIFY
<br />N \ SELECTION
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<br />MOVEMENT JOINTS.
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<br />• TO ENSURE THAT LOCATION OF JOINTS IN TILE WORK ALIGN WITH EXISTING JOINTS IN SUBSTRATE,
<br />Di LA
<br />JOINTS IN TELE WORK SHOULD BE CONSTRUCTED DURING INSTALLATION OF MORTAR BEDS AND/OR
<br />TILE, RATHER THAN JOINTS AFTER INSTALLATION.
<br />_-
<br />CONCEPTUAL DESIGN
<br />ONLY
<br />SAW-CUTTING
<br />• KEEP MOVEMENT JOINT CAVITIES OPEN AND FREE OF DIRT, DEBRIS, GROUT, MORTAR AND SETTING
<br />J
<br />SCALE: 1'-0' = 10"
<br />0
<br />MATERIALS.
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<br />+ SET COMPRESSIBLE BACKUP STRIP WHEN MORTAR IS PLACED OR UTIL€ZF REMOVABLE WOOD STRIP
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<br />3
<br />TO PROVIDE SPACE FOR BACKUP AFTER MORTAR HAS CURED.
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<br />• INSTALL SEALANT :AFTER TILE WORK AND GROUT ARE DRY. FOLLOW SEALANT MANUFACTURER'S
<br />`
<br />Q
<br />UNDER SHELF RECESSED LED STRIP LIGHT AT
<br />. REFER ANSI TILE INSTALLATION SPECIFICATION.
<br />W
<br />BOTTOMSEELF -SEE INTERIOR ELEVATIONS
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<br />WALL BASE
<br />2 X 2 CLEAT ATTACHED AT 12" OC
<br />()
<br />2
<br />NOTES: Preparation of openings left by the fife contractor and Installation of backup strip and
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<br />sealant should be specified in the Gaurkrng and Sealant section of the Job specification.
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<br />CONCRETE SLAB
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<br />The performance ]requirements of certain special locations, such as exterior swimming poors,
<br />I
<br />1 X CLEAR ALDER SHELF - SEE INTERIOR
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<br />dairies, toad plant's, etc., may exceed the minimum requirements of the sealant specification given
<br />DESIGNER PLANS
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<br />above. Therefore, follow recommendations of experienced manufacturers as to specific sealants
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<br />4
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<br />suitable In the job environment. In some environments, a program for regular maintenance of17
<br />1 X 3 APRON -CLEAR ALDER -SEE INTERIOR
<br />a ° a
<br />¢
<br />aearonf in Dints may be required.
<br />DESIGNER PLANS FOR FINISH
<br />14
<br />SUSPENDED DECORATIVE SOFFIT
<br />DECORATIVE SCREEN WALL
<br />TYPICAL TILE EXPANSION JOINT NOTES
<br />2
<br />DISPLAY NICHE W/ SHELVING
<br />i7��f Ky�T; Y" {?r ..
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<br />is xt_ ,_ _ ._z'
<br />SEE
<br />PLAN
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<br />LED LIGHT STRIP AT TOP OF BENCH -
<br />U
<br />VERIFY SELECTION WITH OWNER
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<br />CERAMIC TILE
<br />0
<br />4
<br />0.
<br />%
<br />BATT INSULATION AT INTERIOR
<br />SEE
<br />BATT INSULATION AT ROOF - SEE
<br />\�ROCFTRUSS-SEE
<br />WALLS - PLAN FOR
<br />LOCATIONS
<br />PLAN FOR LOCATIONS
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<br /><
<br />I
<br />GROUT PER ANSI Al 18.6 OR A 118.7
<br />S
<br />MAUNFACTURER'S
<br />SPECIFICATIONS
<br />-
<br />a
<br />THINSET METHOD
<br />H
<br />'
<br />ATTACHED, TIGHT SEAT AND BACK
<br />CFMENEITIOUSMENT BACKER UNIT NT OR
<br />CUSHIONS DOUBLE
<br />4
<br />WOOD BEAM
<br />5 1 /2" FLEXIBLE METAL C TRACK
<br />FIBER CEMENT UNDERLAYMENT
<br />XACRON
<br />WRAPPED EXTRA FIRM FOAM, TOP
<br />5 1/2" FLEXIBLE METAL
<br />STITCH 1/4" FROM SEAM BOTH SIDES
<br />ILII
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<br />C TRACK
<br />5/$" THICK GYPSUM BOARD
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<br />12.43°
<br />1'-4 116,V'
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<br />MEMBRAINE REQUUIRED IN WET AREAS
<br />3/4" VENEER PLYWOOD -
<br />OC
<br />VERIFY FINISH W/ OWNER
<br />M
<br />W
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<br />2X WOOD STUD WALL
<br />5 1/2" METAL STUD 16" O.C.
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<br />6V
<br />4.
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<br />3/4" VENEER PLYWOOD -
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<br />NOTE:
<br />VERIFY FINISH, W/ OWNER
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<br />• WHEN CHEMICAL RESISTANCE IS REQUIRED
<br />t
<br />USE EPDXY
<br />4.�
<br />WALL BASE - EE FINISH
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<br />MORINTERIOR TAR ANNDIGROU PIIONS
<br />ER ANSI AI 18.3
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<br />SCHEDULE
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<br />• TCNA INSTALLATION METHOD W244-03
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<br />23
<br />15
<br />DROPPED SOFFIT
<br />7
<br />TILE AT STUD WALL
<br />3
<br />BUILT-IN SEATING
<br />SCAMINIMUM
<br />DIMENSION TO
<br />DISCHARGE OPENING
<br />VERTICAL FIRESTOP/SPACER- PER
<br />MANUFACTURER'S SPECIFICATIONS
<br />a.
<br />GYPSUM BOARD
<br />WALL TILES
<br />WOOD STUDS AT 16" OC - SEE PLAN
<br />d
<br />GYPSUM BOARD TYPICAL AT CEILING
<br />"SCHLUTER" DILEX-AHK COVE TRIM _ INSTALL PER
<br />MANUFACTURER'S SPECIFICATIONS - AT INSIDE
<br />CORNERS USE #190/AHK IS - PROVIDE FOR A
<br />COMPLETE AND WATER TIGHT JOINT AS SPECIFIED
<br />BY MANUFACTURER - SEE FINISH SCHEDULE FOR
<br />PRE-MANUFACTURED VENT ASSEMBLY AND
<br />FINISH SELECTION
<br />CONTINUOUS
<br />SEALANT
<br />TERIMINATIONCAP- INSTALL PER
<br />FLOOR
<br />_
<br />Fp AR
<br />MANUFACTURER'S SPECIFICATIONS
<br />I X 8 SASE
<br />WITH 1 /4" CHAMFER
<br />4NFAT, -FnfiC\
<br />TILE FACE
<br />1
<br />n, U23 40 s
<br />PRESSURE TREATED SILL
<br />4X D.F. #1 HEADER - SEE PLAN
<br />4
<br />PRE-MANUFACTURED METAL ZERO CLEARANCE
<br />QUARRY TILE AND CERAMIC TILE
<br />FINISH FLOOR
<br />FIREPLACE - INSALL PER MANUFACTURER'S
<br />-
<br />SPECIFICATIONS - I.C.B4O. APPROVED - SFE FLOOR
<br />MINIMUM! TILE THICKNESS IS 114 INCH.
<br />"?><
<br />CONCRETE
<br />SLAB
<br />PLAN
<br />WHEN AN ABRASIVE TILE OR RAISED TREAD
<br />H
<br />?`
<br />PATTERN TILE IS USED IT MAY ONLY BE INSTALLED IN
<br />4.
<br />HEARTH - SEE FLOOR PLAN
<br />WALKWAYS; FLOOR DRAINS MAY BE REQUIRED
<br />DEPENDING ON THE TYPE OF ABRASIVE TILE
<br />,
<br />4 eq
<br />A� a°
<br />D MARCH 2017
<br />PROPOSED. FLOOR DRAINS ARE REQUIRED WHEN
<br />4
<br />RAISED TREAD PATTERN TILES ARE INSTALLED.
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<br />.LOB NO.: 16038
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<br />DRAWN : R. HUTCHINSON
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<br />CHECKED: J. SMITH
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<br />16
<br />2
<br />FIREPLACE
<br />8
<br />TILE COVE
<br />4
<br />WALL BASE TRIM
<br />SCALE: 1/2" = U-0"
<br />3
<br />ad COPYRIGHT 24117
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