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Fire Station 93 Shower Rooms DrawingsCopyright © 2016 KLUBER, INC. GENERAL NOTES DETAIL NUMBER 8 p INDEX OF DRAWINGS -_ DRAWING NUMBER 12.24 � `4 Z - - - -- G100 COVER SHEET, GENERAL NOTES, SYMBOLS, & DRAWING INDEX A310 FLOOR PLANS AND REFLECTED CEILING PLANS ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY IBC 2015 EDITION AND SHALL CONFORM TO ALL OTHER APPLICABLE MUNICIPAL, STATE, AND FEDERAL REGULATIONS INCLUDING THE ILLINOIS ACCESSIBILITY CODE DETAIL NUMBER DRAWING NUMBER 23 A7.19 (1997) AND THE AMERICANS WITH DISABILITIES ACT. 0 DETAIL NUMBER DRAWING NUMBER 6 2 2 5 3 A. GENERAL 1. 2. 3. 4. 5. NOTES B: MISCELLANEOUS AND DEMOLITION NOTES ALL CONTRACTORS ARE REQUIRED TO VISIT THE SITE AND BE KNOWLEDGEABLE 1. COORDINATE PENETRATIONS AND/OR SLEEVES REQUIRED IN WALLS, FLOORS, REGARDING EXISTING CONDITIONS AND THEIR EFFECT ON THE PROPOSED WORK. CEILINGS OR ROOFS FOR MECHANICAL AND ELECTRICAL WORK REQUIRED BY CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR, ANY CONDITIONS REQUIRING ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. MODIFICATION BEFORE PROCEEDING WITH THE PROJECT. 2. SEAL WITH UL APPROVED MATERIALS PENETRATIONS OF DUCTWORK CONDUIT NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF 72 HOURS PRIOR TO THE AND PIPES THROUGH FIRE -RATED ASSEMBLIES, TO MAINTAIN THE RATING INTERRUPTION OF ANY UTILITY. INTEGRITY OF THOSE ASSEMBLIES. PROVIDE FIRE DAMPERS AS INDICATED ON THE DRAWINGS. PROTECT AND KEEP IN SERVICE ACTIVE UNDERGROUND UTILITIES, PIPES, OR CONDUITS, WHETHER INDICATED ON THE DRAWINGS OR NOT, UNLESS SPECIFICALLY CALLED FOR TO 3. SEAL WITH ACOUSTICAL SEALANT PENETRATIONS OF DUCTWORK, CONDUIT BE REMOVED, RELOCATED, OR DISCONNECTED AND ABANDONED. AND PIPES THROUGH NON -RATED FLOORS, FULL -HEIGHT WALLS/PARTITIONS, ACOUSTICALLY INSULATED WALLS/PARTITIONS, AND SOUND -RATED CONTRACTORS AND SUBCONTRACTORS SHALL COORDINATE THEIR WORK WITH THAT OF WALLS PARTITIONS, TO MAINTAIN THE ACOUSTICAL INTEGRITY OF THOSE OTHER TRADES. WALLS/PARTITIONS, ASSEMBLIES. NO WORK WILL BE PERMITTED TO BE INSTALLED WITHOUT RECIPT AND SUBSEQUENT 4. APPLY APPROPRIATE & COMPATIBLE SEALANT MATERIALS AS REQUIRED TO REVIEW OF FULL AND COMPLETE SUBMITTALS BY THE ARCHITECT/ENGINEER. SEPARATE DISSIMILAR METALS, FILL GAPS IN EXISTING ASSEMBLIES OR c O r cn > Z 0 '% m X OF O A k 46' V , �a p r� >D CO G p E � '� �� `4. 0 U N V4 = DETAIL NUMBER DRAWING NUMBER 1 A6.05 � o � �, C o v o o L m o 0 r-- Y ° ` °� COLUMN NUMBER 26 ELEVATION T/1ST FLR. 100'-0" 6. WHERE NEW AND EXISTING ASSEMBLIES MEET DO NOT SCALE DRAWINGS, DIMENSIONS INDICATED TAKE PRECEDENCE OVER SCALE. REQUIRED BY THE SPECIFICATIONS. OR WHERE OTHERWISE ROOM NUMBER 204 D r 7. VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD. WHERE DISCREPANCIES ARE 5. BRING ANY UNFORESEEN OR CONFLICTING CONDITIONS TO THE IMMEDIATE FOUND BETWEEN DIMENSIONS OR ELEVATIONS SHOWN AND ACTUAL FIELD CONDITIONS, ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE NOTIFY ARCHITECT/ENGINEER. WORK. cn r� m PROJECT VILLAGE O OAK BROOK DOOR NO. NEW 203.2 8. WHERE CONFLICTS MAY EXIST BETWEEN THE REQUIREMENTS OF PORTIONS OF THE 6. REPAIR, PATCH, OR REPLACE FINISH MATERIALS OR VISIBLE ASSEMBLIES CONTRACT DOCUMENTS, THE GREATER QUANTITY, HIGHER QUALITY OR MORE STRINGENT THAT ARE SOILED, CUT OR DAMAGED IN ANY FASHION DURING THE COURSE REQUIREMENT SHALL GOVERN. THEREFORE, BY EXECUTING A CONTRACT FOR OF THE WORK. PERFORM PATCHING SUCH THAT EDGES BLEND INTO CONSTRUCTION, THE CONTRACTOR AGREES THAT, IF IT RAISED NO QUESTIONS CONTIGUOUS SURFACES SMOOTHLY, MATCHING TEXTURE AND COLOR OF REGARDING SUCH CONFLICTS DURING THE BIDDING PROCESS, AND IN THE ABSENCE OF ADJACENT SURFACES. A CLARIFYING ADDENDUM ISSUED DURING THE BIDDING PROCESS, IT HAS VOLUNTEERED DOOR NO. EXISTING 0 rn Z 0 FIRE STATION 9 3 SHOWER ROOMS1 (All 2 O O725 NOMINAL THICKNESS CONSTRUCTION TYPE SPECIAL CONDITION 8 b TO COMPLY WITH THE MORE EXPENSIVE REQUIREMENT AS PART OF ITS BASE BID AND ENTERPRISE DR IS NOT ENTITLED TO ANY ADDITIONAL COMPENSATION TO RESOLVE THE CONFLICT. 9. THE CONTRACT DOCUMENTS REQUIRE THE CONTRACTOR TO FURNISH AND INSTALL COMPLETE PRODUCTS, SYSTEMS AND SERVICES. BY EXECUTING A CONTRACT FOR CONSTRUCTION, THE CONTRACTOR AGREES THAT THE DRAWINGS SET FORTH THE KEYNOTE IDENTIFICATION 15.211 OAK BROOK, IL 60523 W DESIGN INTENT AND, THEREFORE, MAY NOT EXPRESSLY DEPICT EVERY LENGTH, SEGMENT, PIECE, PART, COMPONENT OR UNIT OF A PRODUCT, SYSTEM OR SERVICE. THE CONTRACTOR FURTHER AGREES THAT, AS PART OF ITS BID, IT MUST FURNISH AND WINDOW TYPE IDENTIFICATION OWNER THE VILLAGE O OAK BROOK O INSTALL EVERY LENGTH, SEGMENT, PIECE, PART, COMPONENT OR UNIT OF A PRODUCT, SYSTEM OR SERVICE AND, CONSEQUENTLY, THE CONTRACTOR IS NOT ENTITLED TO ANY ADDITIONAL COMPENSATION FOR ANY LENGTH, SEGMENT, PIECE, PART COMPONENT OR UNIT OF A PRODUCT, SYSTEM OR SERVICE BECAUSE IT IS NOT EXPRESSLY DEPICTED HEREIN. 0 0 OAK BROOK ROAD OAK BROOK, IL 60523 M z TOILET ACCESSORY12 IDENTIFICATION ❑A STANDARD ABBREVIATIONS SPOT ELEVATION \��• ,, o ENGINEER KLUBER ARCHITECTS + ENGINEERS 10 S. S H U MWAY AVE. BATAVIA, ILLINOIS 60510 TEL 630-406-1213 FAX 630-406-9472 kl beri nc.com O O Q N Q 0 w W c Y p Q W o m O O O Y W w Q m O a J 04 J O > r - AT A B - ANCHOR BOLT ABR -ABRASIVE AT -(1) - ACOUSTIC TILE CEILING (TYPE) AFF - ABOVE FINISH FLOOR AFG - ABOVE FINISH GRADE ACOUS - ACOUSTIC ADD'N - ADDITION ADD'L - ADDITIONAL ADJ - ADJACENT ADJT - ADJUSTABLE AL - ALUMINUM EXP -EXPANSION EXP CONST - EXPOSED CONSTRUCTION FD -FLOOR DRAIN FDN - FOUNDATION FE - FIRE EXTINGUISHER FEC - FIRE EXTINGUISHER CABINET FHC - FIRE HOSE CABINET FIN - FINISH FLR - FLOOR FRT - FIRE RETARDANT TREATED (RATED) FUR CHN L - FURRING CHANNEL FTG - FOOTING PL -PLATEARCHITECT/ PL LAM - PLASTIC LAMINATE PL -PLASTER PLB'G - PLUMBING PLB G CONTR - PLUMBING CONTRACTOR PLYWD - PLYWOOD PNT - PAINT PVC - POLYVINYL CHLORIDE PL -(1) - GYPSUM PLASTER (TYPE) R OR RAD - RADIUS R - RISER RD - ROOF DRAIN d° . ' a. ° • a CONCRETE BRICK MASONRY IN PLAN CONCRETE MASONRY IN PLAN (RUNNING BOND) ALT ANCH AP APPROX ASPH - ALTERNATE - ANCHOR - ACCESS PANEL - APPROXIMATE - ASPHALT GA - GAUGE GALV - GALVANIZED GEN CONTR - GENERAL CONTRACTOR GC - GENERAL CONTRACTOR GL - GLASS RO - RF (1) - RH - REF - REINF - ROUGH OPENING RUBBER FLOORING (TYPE) RIGHT HAND REFERANCE REINFORCING �/�/�/. u O O CONCRETE MASONRY IN PLAN (STACK BOND) STONE MASONRY IN PLAN AUTO AVG BSMT BD BITUM BLDG BLK'G BM B. M. BT STL BRG - AUTOMATIC - AVERAGE - BASEMENT - BOARD - BITUMINOUS/BITUMASTIC - BUILDING - BLOCKING (WOOD) - BEAM - BENCH MARK PL - BENT STEEL PLATE - BEARING GYP DB -1 - GYPSUM WALL BOARD (DRYWALL)(TYPE) GYP PL -((1 - GYPSUM PLASTER (TYPE) H - HIGH HD - HEAVY DUTY HD - HARD HDNR - HARDENER HD WD -(1) - HARD WOOD (TYPE) HDWRE - HARDWARE HGT - HEIGHT HM - HOLLOW METAL HP - HIGH POINT REQ'D - RM - SF - SI - SK - SS - SSK - SQ - SCHED - SEAL/HDNR - SEC - REQUIRED ROOM SQUARE FOOT SQUARE INCH SINK STAINLESS STEEL SERVICE SINK SQUARE SCHEDULE SEALER/HARDENER SECTION Q O U. O RAKED JOINT IN PLAN CTRL./EXP. JOINT IN PLAN BRICK MASONRY IN SECTION DETAIL BRKT BTM BTW'N CJ CAB CEM PL- CT PAV-�1� CIPC CLG CLR CO - BRICK KET - BOTTOM - BETWEEN - CONSTRUCTION/CONTRACTION JOINT - CABINET 1 - CEMENT PLASTER (TYPE) - CERAMIC PAVER TILE (TYPE) - CAST- IN- PLACE CONCRETE -CEILING -CLEAR - CLEAN OUT HOG IZ - HEATING HORIZONTAL HVAC - HEATING/VENTILATING/AIR CONDITIONING IN - INCH ID - INSIDE DIAMETER INCL - INCLUDE (D) INSUL - INSULATION OR INSULATING JT -JOINT KD - KNOCK DOWN L -LONG LAM -LAMINATED LAV - LAVATORY SMT - SOG - SPEC - SPC'G - SPK'R - STN - STD -STANDARD STD WGT - STL -STEEL STRUCT -STRUCTURAL SUSP - SIMILAR SLAB ON GRADE SPECIFICATION(S) SPACING SPEAKER STN STANDARD WEIGHT OR STRUCTURE SUSPEND(ED) BUILDING CODE DATA W Q J J > CONCRETE MASONRY IN SECTION DETAIL 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2014 ILLINOIS STATE PLUMBING CODE 2014 NATIONAL ELECTRIC CODE 2015 INTERNATIONAL PROPERTY MAINTENANCE CODE 2015 INTERNATIONAL EXISTING BUILDING CODE i i i �� STONE MASONRY IN SECTION DETAIL STEEL IN SECTION DETAIL CMU - CONCRETE MASONRY UNIT LH - LEFT HAND SYM - SYMMETRICAL 2015 INTERNATIONAL FUEL GAS CODE COL COMB COMP COMPT'D - COLUMN - COMBINATION - COMPRESSIBLE - COMPACTED LP - LOW POINT LGT WGT - LIGHTWEIGHT LL - LIVE LOAD LLH - LONG LEG HORIZONTAL T - T&G - T/B - T/C - TREAD TONGUE AND GROOVE TOP OF BEAM TOP OF CURB DISCONTINUOUS WOOD BLOCKING IN SECTION 2015 INTERNATIONAL ENERGY CONSERVATION CODE ILLINOIS ACCESSIBILITY CODE - CURRENT EDITION LOCAL AMENDMENTS TO THE ABOVE CODES CONC - CONCRETE CONC OPNG - CONCRETE OPENING COND - CONDITION LLV - LONG LEG VERTICAL LVR - LOUVER MO - MASONRY OPENING T/F - T/S - T/STL - TOP OF FOUNDATION TOP OF SLAB TOP OF STEEL CONTINUOUS WOOD BLOCKING IN SECTION CONT - CONTINUOUS MT - METAL THRESHOLD T/W - TOP OF WALL CONTR CPT- 1) CT -(1 - CONTRACT (OR) - CARPET (TYPE) - CERAMIC TILE (TYPE) MAS'Y - MASONRY MAT'L - MATERIAL MAX - MAXIMUM TB (4) - TOM - TYP - TACKBOARD (LENGTH) TOP OF MASONRY TYPICAL o FINISHED WOOD IN SECTION DETAIL CTR - COUNTER MB -(16) - MARKERBOARD- (LENGTH) UNO - UNLESS NOTED OTHERWISE CTR SK CTS CUH CUV DIA DIM DN DR DWG'S DTL DWL'S -COUNTER SINK - CENTER(S) - CABINET UNIT HEATER - CABINET UNIT VENTILATOR - DIAMETER - DIMENSION - DOWN - DOOR - DRAWINGS - DETAIL - DOWELS MECH -MECHANICAL MECH CONTR - MECHANICAL CONTRACTOR MFR - MANUFACTURER MIN - MINIMUM MISC - MISCELLANEOUS MSB - MOP SERVICE BASIN (SINK) MT(D) - MOUNT(ED) MTL - METAL NIC - NOT IN CONTRACT NOM - NOMINAL NTS - NOT TO SCALE VBC -VINYL VBS - VCT - VEN PL (1) - VERT - W - W/ - W/O - WCG - WD - WDN - BASE COVED VINYL BASE STRAIGHT VINYL COMPOSITION TILE VENEER PLASTER (TYPE) VERTICAL WIDE OR WIDTH WITH WITHOUT WALL CORNER GUARD WOOD WINDOW RIGID BOARD INSULATION SEALS &CERTIFICATES o c Z o 0 m 00 RIGID BOARD INSULATION (ROOFING) ARCHITECT'S MECHANICAL ENGINEER'S ELECTRICAL ENGINEER'S SEAL SEAL SEAL I HAVE PREPARED, OR CAUSED TO BE PREPARED UNDER MY DIRECT SUPERVISION, THE ATTACHED PLANS BATT INSULATION EA - EACH NO - NUMBER WGT - WEIGHT AND SPECIFICATIONS AND STATE EJ - EXPANSION JOINT OA - OVERALL WP - WATER PROOF THAT TO THE BEST OF MY EL - ELEVATION ELEC - ELECTRIC/ELECTRICAL ELEC CONTR - ELECTRICAL CONTRACTOR ELEV -ELEVATOR EMBED -EMBEDMENT EMER - EMERGENCY EP PNT - EPDXY PAINT EQ - EQUAL EW - EACH WAY EWC - ELECTRIC WATER COOLER EWH - ELECTRIC WATER HEATER ER -(26) - EXHIBIT RAIL (LENGTH) EXIST - EXISTING OC - ON CENTER OD - OUTSIDE DIAMETER OF - OUTSIDE FACE OPN'G -OPENING OPP -OPPOSITE OPP HD - OPPOSITE HAND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE INCH PT - PRESSURE TREATED PTN - PARTITION PAV'T - PAVEMENT PC - PIECE PFM - PERMANENT FLOOR MAT WWF - WSB - WELDED WIRE FABRIC WALL SERVICE BASIN GYPSUM BOARD KNOWLEDGE AND BELIEF, AND TO THE EXTENT OF MY CONTRACTUAL OBLIGATION, THEY ARE IN COMPLIANCE WITH IBC 2009 EDITION, THE ENVIRONMENTAL BARRIERS ACT AND THE ILLINOIS ACCESSIBILITY CODE. KLUBER, INC. ILLINOIS PROFESSIONAL DESIGN FIRM LICENSE #184-001284 JOB NO. 16-172-1038 DRAWN PJT CHECKED CJH APPROVED cJH ACOUSTICAL CEILING PANEL SHEET TITLE BITUMINOUS CONCRETE (ASPHALT) PAVING IN SECTION COVER SHEET, GENERAL NOTES, SYMBOLS AND DRAWING INDEX o�o�o�o�o�o 0 0 0 0�o AGGREGATE BALLAST, FILL OR BACKFILL IN SECTION SHEET NUMBER THE MATERIALS, ABBREVIATIONS, AND DRAFTING SYMBOLS LEGEND ARE EACH AN ALL INCLUSIVE MASTER LIST USED BY THIS FIRM. THE INCLUSION OF THESE LEGENDS THESE DOCUMENTS DOES NOT IMPLY THAT ALL THE SYMBOLS OR MATERIALS INCLUDED INTO IN THESE "G" SERIES "G" SERIES "G" SERIES "A" SERIES "A" SERIES "A" SERIES Gl 00 UNDISTURBED EARTH LEGENDS ARE INCORPORATED INTO THIS PROJECT. \ \\ \\ EARTH BACKFILL Copyright © 2016 KLUBER, INC. KEYNOTES ARE NOT ALWAYS REPEATED ACROSS ALL DRAWINGS ON THIS KEYNOTES SHEET. AN UN -KEYNOTED ITEM ON THIS SHEET IS THE SAME AS A KEYNOTED ITEM ON THIS SHEET HAVING THE SAME GRAPHIC APPEARANCE.` SH(e) LAV(e) WC(e)' SH(e) LAV(e) WC(e) 1.546 TEMPORARY INTERIOR ENCLOSURE: DUST CONTROL PARTITION; PLASTIC SHEETING AND 2X WOOD FRAMING; rzl� �J o �J o PROVIDE SELF-CLOSING ACCESS DOOR THROUGH PARTITION. 2.093 EXISTING DRYWALL SOFFIT. /I 22.201 2.447 DEMOLISH EXISTING CONCRETE SLAB OUTSIDE SHOWER BASE THRESHOLD AS INDICATED; SAWCUT SLAB AT - 3/� INC n IT NC n n 22101 PERIMETER OF DEMOLISHED AREA AND REMOVE SLAB TO ACCOMMODATE NEW SLAB. s - 22.201 2.448 DEMOLISH EXISTING FLOOR: TERRAllO CAST -IN-PLACE SHOWER BASE DOWN TO CONCRETE SLAB; CHISEL - 22.201 3/4„ --' « ti �, THICKENED EDGES FLUSH AT EXISTING WALLS AS REQUIRED FOR NEW FLOOR AND BASE CERAMIC TILE _ v 3� SH -17 SD -1 FQ-1 SDI---" SID ,-' 22102 `' CONSTRUCTION. i 22.102� �- SH ' ' SH s 2.449 DEMOLISH EXISTING FLOOR: CONCRETE SLAB; SAWCUT OR CHISEL AT EDGES; REMOVE UNDER SHOWER BASE SH -1 105A S 1 1 105A ♦ T05B �'� AS INDICATED. NC ' '' 2.450 DEMOLISH EXISTING BOTTOM COURSE OF CERAMIC WALL TILE AROUND PERIMETER OF SHOWER ALCOVE. °°' ! \\�' 2.451 DEMOLISH EXISTING INTERIOR WALL CONSTRUCTION: CONCRETE BLOCK MASONRY; AS REQUIRED TO PERFORM SD -1 I "A" 22.200 r-; PLUMBING REPIPING WORK. NC PDI (TYP) I I I I 11' 2.460 DEMOLISH EXISTING INTERIOR SPECIALTY: GLASS SHOWER DOOR AND FRAME; REMOVE EMBEDDED WALL ANCHORS AND CLEAN JOINT SEALANT AND OTHER ASSOCIATED RESIDUE FROM WALL TILES. 2 J 22 200 2' AFD 211 2.461 DEMOLISH EXISTING ACCESS DOOR AND FRAME. SD -1 NC ,1 _ 1" i „ �, / (�S 4 g 2.464 SALVAGE EXISTING TOILET ACCESSORY: SOAP DISPENSER; SAVE FOR REINSTALLATION. o r co 2.472 DEMOLISH EXISTING INTERIOR WALL FINISH: CERAMIC TILE & BACKER BOARD BACK TO BLOCK CONSTRUCTION; o o E NC WC(e) WC(e) ; = WC(e) WC(e) AS REQUIRED TO ALLOW ADEQUATE BLOCK DEMOLITION FOR PLUMBING REPIPING WORK. �? �, n v o 105 UR(e) U (e) 00 00 105 UR(e) ; UR(e) o0 0o 2.474 DEMOLISH EXISTING INTERIOR FLOOR FINISH: CERAMIC TILE; IMMEDIATELY ADJACENT TO SHOWER BASE - ° o s (6 F_ .100 i THRESHOLD. M 2.481 DEMOLISH EXISTING INTERIOR CEILING FINISH: DRYWALL AND SUSPENDED FURRING. CO E 00 1/4" �� I 22.100 3.032 CAST -IN-PLACE CONCRETE: 4" SLAB -ON -GRADE INFILL; DOWEL INTO EXISTING ADJACENT SLAB W/2' -O i WASTE & VENT DOMESTIC WATER °°° ° ° °°° °°° °°(r)) °°° F.1 0 0 a o 4.201 CONCRETE BLOCK MASONRY: PROVIDE/PATCH EXISTING CMU AFTER COMPLETION OF PLUMBING RE -PIPING WORK. LAV(e) AV e LAV(e) LAV(e) 111 LAV(e) �- �AV(e)LAV(e) LAV(e) , , PREPARE FOR CERAMIC TILE AND BACKER BOARD. 8.310 ACCESS DOOR: SIZE TO MATCH SIZE OF DEMOLISHED ACCESS DOOR; COORDINATE EXACT LOCATION WITH OWNER RISER DIAGRAM 7 INC IN FIELD, AND CCORDINATE TO PROVIDE ACCESS TO NEW ISOLATION VALVES. SCALE: NTS -1/4"1�� I 2 NORTH 1-1/4" �� I 211 NORTH 9.291 GYPSUM BOARD: 5/8" THICK; MOISTURE RESISTANT OVER NEW SUSPENDED METAL FRAMING; PROVIDE CONT. BEAD OF SEALANT AT PERIMETER OF CEILING AND SOFFIT AREAS AT WALLS. 9.310 CERAMIC WALL TILE AND GROUT TO MATCH EXISTING, OVER BACKER BOARD; AS REQUIRED TO PATCH WALL AFTER PLUMBING WORK. 9.311 CERAMIC WALL TILE: 1 COURSE OF WALL TILE AND 1 COVE BASE BASE COURSE AND GROUT TO MATCH EXISTING ALL AROUND PERIMETER OF SHOWER AND DRYING ALCOVE, OVER BACKER BOARD; PROVIDE JOINT SEALANT 106 106 BETWEEN BOTTOM OF WALL COVE BASE TILE AND TOP OF CERAMIC SHOWER FLOOR TILE. 0 9.313 CERAMIC WALL TILE: REPLACE DAMAGED TILES AND GROUT WITH NEW TO MATCH EXISTING, WHERE WALL ANCHORS FOR SHOWER DOOR WERE REMOVED. 0 9.314 CERAMIC FLOOR TILE AND GROUT. INFILL AFTER SHOWER FLOOR DEMOLITION AND SLAB RECONSTRUCTION; PLUMBING FLOOR P LAN PLUMBING DEMOLITION FLOOR P LAN MATCH EXISTING MATERIALS AND GROUT JOINT LAYOUT. 6 SCALE: 1/4" = 11 SCALE: 1/4" = 1'-0" 9.315 CERAMIC FLOOR TILE AND GROUT. MATCH EXISTING; TILE LAYOUT AND JOINT PATTERN AS SHOWN; GROUT JOINTS DO NOT ALIGN WITH GROUT JOINTS OF EXISTING FLOOR TILE IN RESTROOM; PROVIDE DIAGONAL CUT TILES AND GROUT JOINTS AS SHOWN TO ACCOMMODATE PITCH OF SHOWER FLOOR TO DRAIN. W 9.316 CERAMIC TILE ACCESSORY: BULLNOSE CORNER TRIM - METAL; REFER TO SPECIFICATIONS. 9.901 PAINTING AND COATING: PAINT NEW DRYWALL CEILING AND SOFFIT SURFACES; 3 TOP COATS SEMI -GLOSS 30 26.205 U LATEX OVER ONE COAT OF PRIMER; REFER TO SPECIFICATIONS. 9.902 PAINTING AND COATING: PAINT NEW ACCESS DOOR AND FRAME SURFACES; 3 TOP COATS SEMI -GLOSS LATEX O r, 21.133 TYP. OVER ONE COAT OF PRIMER; REFER TO SPECIFICATIONS. T i TYP. OF 3 O q O 10.280 TOILET ACCESSORY: SQUARE TOWEL BAR; ASI CONCEALED MOUNTING; MOUNT AT 48" A.F.F. TO Cn #7360-B24; 01 o 9'291 O 26.100 TOP OF BAR. M 9.291 10.281 TOILET ACCESSORY: SHOWER ROD AND CURTAIN; ASI #1224 CONCEALED MOUNTING ROD; ASI #1200 V 9.901 EG' 9.901 ANTI -BACTERIAL AND ANTI -FUNGAL VINYL SHOWER CURTAIN; ASI #1200 SHU SHOWER CURTAIN HOOKS; MOUNT Im B/CLG. 75'CFM B/CLG. 2 481 CENTER OF ROD AT 6'-10" A.F.F. 8'-0" 8'-0" 10.284 TOILET ACCESSORY: FOLDING RECTANGULAR PHENOLIC SHOWER SEAT, ASI #8203; MOUNT CENTER OF SEAT Z 9'2912'481 F.' 1'-3" FROM SIDE WALL; MOUNT SUCH THAT TOP OF SEAT IN DOWN POSITION IS 18" A.F.F. AT CENTER OF 9.901 B/SOFFIT B/SOFFIT . ;- SEAT. O 7 -2 :' .:0.. 7 -2112.461 r 10.285 TOILET ACCESSORY: REINSTALL SALVAGED SOAP DISPENSER; PROVIDE CONTINUOUS BEAD OF CLEAR SILICONE 1.05A �_� 23.100 SEALANT AROUND PERIMETER OF DISPENSER AT WALL SURFACE. Y ;R_ 9.902 8.310 9 291 _ , �� ,�•� 21.100 DEMOLISH SPRINKLER HEAD AND PROVIDE TEMPORARY CAP FOR NEW SPRINKLER HEAD CONNECTION. c B/CLG. ®. B/CLG. 9.901 - m Y 8'-0" :. 8'-0" 21.100 ,_____ ____,_,.,_t_______________ 21.133 SPRINKLER HEAD: NEW HEAD IN NEW CEILING. EXTEND NEW BRANCH PIPING FROM EXISTING SPRINKLER Q O J ' I MAIN AS REQUIRED INSTALL ESCUTCHEON AND SEMI RECESSED HEAD TO MATCH EXISTING W � 26.201 TYP. S . os ;. S 23.200 -------------.----------------�. �. 22.100 REMOVE ALL GALVANIZED STEEL PIPE BACK TO COPPER PIPE LOCATIONS. PROVIDE TEMPORARY CAP ON PIPES m O O Y W 2.093 � .. .. .. SG; O FOR NEW CONNECTION. � LU QO m Y • 105• 75 CFM L 22.101 REMOVE SHOWER VALVE, HEAD AND ALL ASSOCIATE PIPING. Q N Q B/EXIST. SOFFIT •' 26.100 - 22.102 REMOVE SHOWER DRAIN. RECONFIGURE WASTE AND VENT PIPES AS REQUIRED FOR NEW SHOWER DRAIN IN J J O 8'-0" 27101 DIFFERENT LOCATION. j 2.093 22.200 PROVIDE ISOLATION VALVES IN LOCATION WHERE VALVES MAY BE ACCESSED FROM NEW CEILING ACCESS DOOR. 22.201 INSTALL NEW SHOWER ARM FOR NEW SHOWER HEAD AT 7'-0" A.F.F. 0 23.200 23.100 DEMOLISH EXISTING EXHAUST GRILLE/SUPPLY DIFFUSER. NEW GRILLE/DIFFUSER TO MATCH DEMOLISHED 0 EG; 2.481 O UNITS; PROVIDE TEMPORARY CAP ON DUCTWORK UNTIL CONNECTION TO NEW GRILLE IS PERFORMED. 9.291 180 CFM 23.200 PROVIDE NEW EXHAUST GRILLE/SUPPLY DIFFUSER TO MATCH EXISTING SIZE; CONNECT TO EXISTING BRANCH 9.901 DUCTWORK. cry 26.100 DEMOLISH EXISTING LIGHT FIXTURE; DISCONNECT AND PROTECT EXISTING BRANCH CIRCUITRY TO REUSE WITH NEW LIGHT FIXTURE. 26.201 PROVIDE NEW LIGHT FIXTURE; TYPE A; REUSE EXISTING BRANCH CIRCUITRY; PROVIDE A NEW CEILING Q NORTH NORTH MOUNTED OCCUPANCY SENSOR (MANUAL ON/AUTOMATIC OFF); EXTEND AS NECESSARY FOR A COMPLETE AND O OPERATIONAL SYSTEM; REFER TO SPECIFICATIONS FOR LIGHTING FIXTURE SCHEDULE. 26.205 PROVIDE NEW LIGHT FIXTURE; TYPE B; ; REFER TO SPECIFICATIONS FOR LIGHTING FIXTURE SCHEDULE.; U. EXTEND EXISTING BRANCH CIRCUITRY TO NEW SWITCHES AS SHOWN FOR SHOWER LIGHTING; PROVIDE RECESSED BACKBOXES FOR SWITCHES; CUT MASONRY TO INSTALL BACKBOXES AND FISH FLEXIBLE CONDUIT DOWN IN O MASONRY WALL CELLS TO BACK BOXES. E106 106 W 1 27.101 COMMUNICATIONS SPEAKER; CLEAN AND REINSTALL EXISTING SPEAKER IN NEW CEILING LOCATION AS SHOWN. Lu Q J NEW WORK REFLECTED CEILING PLAN REFLECTED CEILING DEMOLITION PLAN SCALE: 1/4" = 11 SCALE: 1/4" = 11 J T/NEW FLR. DRAIN T/NEW FLR. DRAIN 10.285 -0'-2" -O'-2" 2.451 TYP. OF 2 T FIN. R T/NEW FIN. LR. -° -1 i T/NEW FIN. FLR. " T FIN. R 2.472 T NEW FIN. LR. - -1 T/NEW FIN. FLR. �- �� PLUMBING GENERAL NOTES 1 °.281 " -°'- ' ,�" - T/NEW FLR. DRAIN T/NEW FLR. DRAIN 0° -° -2 T/NE IN. FLR. O 1-21 T/NE FIN. FLR. T/NEW FIN. FLR. °° T/NEW FIN. FLR. °° 1. REFER TO DRAWING G100 FOR PROJECT GENERAL NOTES. -0'-1" 10.284 -01-1 �� ° -0'-1" �� 10.284 2.472 2. ALL SANITARY, WASTE AND STORM PIPES UP TO AND INCLUDING 3 INCHES SHALL SLOPE AT 1/4 INCH PER FOOT, 4 INCHES AND LARGER SHALL SLOPE AT 1/8 INCH PER FOOT, UNLESS OTHERWISE NOTED. 9.311 9.315 10.281 2 448 --- -- ---- ° 2.448 3. ALL PIPING IS SHOWN DIAGRAMMATICALLY AND DOES NOT SHOW ALL OFFSETS, DROPS AND RISES. THE 9.315 9.311 ?' 2.449 _a. r� ;r; J,:-; 2.449 CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL MATERIAL AND LABOR FOR A COMPLETE AND WORKING SYSTEM. 9.316 T/EXIST. FIN. FLR. a °° `a.�.; 2.450 � .`� , I �0�A8 °° ° °4.� 2.450 FIN. FLR. 4. OBTAIN AND PAY ALL COSTS FOR PERMITS, LICENSES, CERTIFICATE FILING AND INSPECTIONS BY AUTHORITIES TYP. 0_0„ ° 3.032 °�' IF 0/FOIST. 11 3.032 HAVING JURISDICTION. f r 5. EXISTING PIPING INDICATED ON THESE PLANS SHALL BE FIELD VERIFIED FOR EXACT LOCATIONS, QUANTITY AND T/EXIST. FIN. FLR. T/EXIST. FIN. FLR. PIPE SIZES. 0'-0" 10.280 10.280 0'-0" 6. DO NOT CUT THROUGH STRUCTURAL ELEMENTS WHEN INSTALLING OPENINGS REQUIRED PIPING, CONDUITS OR OTHER z WORK. CONTRACTOR CUTTING THROUGH OR OTHERWISE DAMAGING THESE ELEMENTS WILL BE RESPONSIBLE FOR o w w 10.281 ° 10.281 2.460 ALL ASSOCIATED ENGINEERING FEES AND SUBSEQUENT RETRO-FIT/REINFORCING DEEMED NECESSARY TO co � _ _ - - 2.460 REINSTATE THE CONTINUITY OF THE DISRUPTED ELEMENTS. Ln U 0 9. 13 9.314 9.314 7. COORDINATE ROUGH -INS FOR AND INSTALLATION OF PLUMBING FIXTURES WITH ACCESSIBILITY AND MOUNTING m 2.474 2.447 2.474 2.447 INFORMATION CONTAINED ON ARCHITECTURAL DRAWINGS. n 00 8. DRAINAGE AND VENT SYSTEM SHALL BE PRESSURE TESTED WITH WATER OR AIR. N ° 2.464 T 0 2.464 F NOTE: TOP OF FLOOR ELEVATIONS INDICATED ARE TOP OF EXISTING AND NEW SET FINISH JOB NO. 16-172-1038 0 0 0 0 0 o CERAMIC TILE FLOOR. ADJUST ELEVATIONS GENERAL NOTES - OF TOP OF NEW CONCRETE SLAB DRAWN PJT/DDW 1.546 ACCORDINGLY TO ACCOMMODATE THE MUD CHECKED CDH/DDW BED AND CERAMIC TILE, SET TO THE ELEVATIONS INDICATED. APPROVED CJH 1. REFER TO DRAWING G100 FOR PROJECT GENERAL NOTES. SHEET TITLE 2. SPOT ELEVATIONS ARE DESIGNATED NOMINAL HEIGHTS OF OR ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. NORTH NORTH COORDINATE FINAL HEIGHTS OF CEILING AND FLOOR ELEMENTS WITH INFORMATION CONTAINED ON ALLDRAWINGS. FLOOR PLANS & 3. PROVIDE GYPSUM BOARD HEADERS TO FORM VERTICAL SOFFITS AT CHANGES OF ACOUSTICAL CEILING HEIGHTS REFLECTED CEILING UNLESS NOTED OR DETAILED OTHERWISE. PLANS 4. PATCH ALL EXISTING TILE SURFACES WITH GROUT AND TILE TO MATCH EXISTING FROM DEMOLITION AND NEW CONSTRUCTION. SHEET NUMBER 106 106 A31 0 NEW WORK FLOOR PLAN 4 DEMOLITION FLOOR PLANII, SCALE: 1/4" = 1I SCALE: 1/4" = 1I