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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 />(/~" <br />o� <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_ <br />Www.apKDTC.COTY1 <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 <br />n y <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 <br />Lu <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 <br />a ° 4 <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 <br />tE <br />CO <br />a <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 <br />" <br />a, v. <br />.LOB NO.: 16038 <br />p <br />` <br />L)a <br />e'4°. - <br />4 <br />DRAWN : R. HUTCHINSON <br />a <br />0 <br />CHECKED: J. SMITH <br />g <br />0 <br />SHEET: <br />O <br />a <br />G <br />AD6 <br />2 � <br />� 0 <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 <br />