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								    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 />— 
<br />i 
<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/;' 
<br />€y 
<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 
<br />z 
<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. 
<br />° 
<br />.. 
<br />L 
<br />-, CLEAR 
<br />a 
<br />a4, - e O4 
<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 
<br />o 
<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 
<br />( 
<br />d 
<br />INTERIOR HORIZONTAL TILE SURFACES, INCLUDING TILED TRAFFIC AREAS. SEALANTS IN TRAFFIC 
<br />F)i 
<br />\. -- 
<br />O 
<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 />�— 
<br />W'\ 
<br />� �- `�` ` �' 
<br />ALUMINUM EXTRUSION 
<br />JOINTS. 
<br />WITH FROSTED 
<br />n 
<br />ti 
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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 
<br />L J 
<br />LJ 
<br />L J 
<br />if 
<br />MOVEMENT JOINTS. 
<br />o 
<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. 
<br />0 
<br />0 
<br />+ SET COMPRESSIBLE BACKUP STRIP WHEN MORTAR IS PLACED OR UTIL€ZF REMOVABLE WOOD STRIP 
<br />v/ 
<br />3 
<br />TO PROVIDE SPACE FOR BACKUP AFTER MORTAR HAS CURED. 
<br />O 
<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 
<br />O 
<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 
<br />U 
<br />h 
<br />� 
<br />sealant should be specified in the Gaurkrng and Sealant section of the Job specification. 
<br />z 
<br />❑ 
<br />"' 
<br />CONCRETE SLAB 
<br />; 
<br />W 
<br />h 
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<br />9 
<br />The performance ]requirements of certain special locations, such as exterior swimming poors, 
<br />I 
<br />1 X CLEAR ALDER SHELF - SEE INTERIOR 
<br />0 
<br />dairies, toad plant's, etc., may exceed the minimum requirements of the sealant specification given 
<br />DESIGNER PLANS 
<br />O 
<br />above. Therefore, follow recommendations of experienced manufacturers as to specific sealants 
<br />O 
<br />U 
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<br />4 
<br />� 
<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 .. 
<br />k kk 
<br />is xt_ ,_ _ ._z' 
<br />SEE 
<br />PLAN 
<br />Q 
<br />LED LIGHT STRIP AT TOP OF BENCH - 
<br />U 
<br />VERIFY SELECTION WITH OWNER 
<br />Z 
<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 
<br />d 
<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 
<br />O 
<br />C TRACK 
<br />5/$" THICK GYPSUM BOARD 
<br />�] 
<br />12.43° 
<br />1'-4 116,V' 
<br />Q 
<br />p 
<br />MEMBRAINE REQUUIRED IN WET AREAS 
<br />3/4" VENEER PLYWOOD - 
<br />OC 
<br />VERIFY FINISH W/ OWNER 
<br />M 
<br />W 
<br />,y 
<br />2X WOOD STUD WALL 
<br />5 1/2" METAL STUD 16" O.C. 
<br />N 
<br />s 
<br />N 
<br />6V 
<br />4. 
<br />O 
<br />d 
<br />3/4" VENEER PLYWOOD - 
<br />r 
<br />oO 
<br />NOTE: 
<br />VERIFY FINISH, W/ OWNER 
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<br />CO 
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<br />• WHEN CHEMICAL RESISTANCE IS REQUIRED 
<br />t 
<br />USE EPDXY 
<br />4.� 
<br />WALL BASE - EE FINISH 
<br />D 
<br />W 
<br />MORINTERIOR TAR ANNDIGROU PIIONS 
<br />ER ANSI AI 18.3 
<br />0 
<br />o 
<br />SCHEDULE 
<br />p 
<br />• TCNA INSTALLATION METHOD W244-03 
<br />Q 
<br />Q 
<br />d 
<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. 
<br />4 
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<br />a, v. 
<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 />SHEET: 
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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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