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HomeMy WebLinkAbout04030209 Building PlansFILE NAME: R: \3K\3690\004\DWGS\C100 \ \ \ FUTURE SECTION 3v 0­ CLAYBOURNE On_ Z 1z / // / X iW;.,> ~= REGULATED DRAIN I N EASEMENT 30' 1 1 I 1S, 12' 16 1 412' R 1 1 m N OO IVIFDU t T, t 12 1 85' RAW IN 4'0' F LINK CHAIN 3 _ FENC f 20, �(ryp) 2 2 1XI 7 POOL[ O POOL �fC� , aCTOR ay BLOCK "L" CLAYBOURNE, SECTION 2 89,160 S.F. 25 \ 25' DUSSE �'0 12.,11/03 \ ` T) o \coque j/ v a J S O r y / G Pooh 1S DRAWING FILES: R:\3K\3690\004\DWGS\C101 QJ^Q Li XREF: R:\3K\3690\002\DWGS\002BS l S3" W N F XREF: R:\3K\3690\001\DWGS\3690001T U5101.0 o ' - 0° ixa az q c 1XI 7 POOL[ O POOL �fC� , aCTOR ay BLOCK "L" CLAYBOURNE, SECTION 2 89,160 S.F. 25 \ 25' DUSSE ---� 162.68 `- � --- - - - RI VE LINE» _ _S 211, �l V 8 00 3 O J j 0 o,� a C 20' �1 V (ryN,) 12' 1 a 12 F o ` 20' 26$0 � F m LANDSCAPE AND SIGNAGE _ EASEMENT ' HOLEY MOLEY SAYS DON'T DIG BLIND 11 Tmkk� "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69-1991. ASSUMED NORTH IT IS AGAINST THE LAW TO EXCAVATE NORTH WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING SCALE: 1 =20' DAYS BEFORE COMMENCING WORK. TI 0 Concrete curb and walk 0 Handicapped Ramp 0 Asphalt Pavement 0 Pavement within R/W 0 Roll curb 0 Chairback Curb (Without Gutter) PARKING SUMMARY 0 9'x20' Parking Spaces — 25 0 8'x20' Parking Spaces — 2 (FOR HANDICAP) Total — 27 BM- DEPARTMENT OF NATURAL RESOURCES BRASS DISK STAMPED "LEE 2 1989" AT THE SOUTHEAST CORNER OF 131ST STREET AND SHELBORNE ROAD ELEVATION= 915.619 (N.G.V.D. 1929 DATUM). TBM#1- R/R SPIKE AT NORTHEAST CORNER OF PROPERTY, APPROXIMATELY CENTERLINE OF THE NORTHBOUND LANE OF SHELBORNE ROAD. ELEVATION= 917.47 (N.G.V.D. 1929 DATUM). TBM#2- BOAT SPIKE SOUTH SIDE OF A POWER POLE f13' WEST OF THE CENTERLINE OF SHELBORNE ROAD AND f11' NORTH OF THE CENTERLINE OF 126TH STREET. ELEVATION=917.30 (N.G.V.D. 1929 DATUM). TBM#3- MAG NAIL WITH "TSC" RANDOM WASHER, NEAR DRIVE RUNNING SOUTH FROM THE SOUTH LINE OF THE PROPERTY AT THE WEST END OF ASPHALT DRIVE. ELEVATION=911.82 (N.G.V.D. 1929 DATUM). �.7T1G� lm®Pl= 1. ALL RADIUS AND OTHER DIMENSIONS FOR CHAIRBACK CURB ARE TO BACK OF CURB. 2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A, STANDARDS FOR WORKER SAFETY. 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN AREA PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 10. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 11. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALKR SCO ES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND LIE PERPENDICULAR SIDEWALKS AT 6' INTERVALS OR LESS. 12. ALL PAVEMENT MARKINGS SHALL BE 4" WIDE WHITE PAINTED LINES, EXCEPT FOR HANDICAPPED MARKINGS. SEE DETAIL FOR HANDICAPPED MARKING. 13. SWIMMING POOL, POOL DECK AND FENCING TO BE CONSTRUCTED BY POOL CONTRACTORS. Y Uj W � O � N Z_ W Om zz Q0 a-L7)WZ O W W U G��0 CROS'%'', No.` 920350 1 `. STATE OF 'SS/ONAL DATE: I VISRAWING AND THE IDEAS, DE IGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUALPROPERTY OF THE SC4NEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2003) fklo Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 12.,11/03 W DRAWN BY: CHECKED BY: V 1 BKJ SHEET TITLE: SITE PIAN DRAWING FILES: R:\3K\3690\004\DWGS\C101 C XREF: R:\3K\3690\001\DWGS\001BS XREF: R:\3K\3690\002\DWGS\002BS XREF: R:\3K\3690\003\DWGS\0038S XREF: R:\3K\3690\001\DWGS\3690001T z o ixa az � z z W w W Q z W C) O EXISTING SECTION 2 CLAYBOURNE14-7 ---� 162.68 `- � --- - - - RI VE LINE» _ _S 211, �l V 8 00 3 O J j 0 o,� a C 20' �1 V (ryN,) 12' 1 a 12 F o ` 20' 26$0 � F m LANDSCAPE AND SIGNAGE _ EASEMENT ' HOLEY MOLEY SAYS DON'T DIG BLIND 11 Tmkk� "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69-1991. ASSUMED NORTH IT IS AGAINST THE LAW TO EXCAVATE NORTH WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING SCALE: 1 =20' DAYS BEFORE COMMENCING WORK. TI 0 Concrete curb and walk 0 Handicapped Ramp 0 Asphalt Pavement 0 Pavement within R/W 0 Roll curb 0 Chairback Curb (Without Gutter) PARKING SUMMARY 0 9'x20' Parking Spaces — 25 0 8'x20' Parking Spaces — 2 (FOR HANDICAP) Total — 27 BM- DEPARTMENT OF NATURAL RESOURCES BRASS DISK STAMPED "LEE 2 1989" AT THE SOUTHEAST CORNER OF 131ST STREET AND SHELBORNE ROAD ELEVATION= 915.619 (N.G.V.D. 1929 DATUM). TBM#1- R/R SPIKE AT NORTHEAST CORNER OF PROPERTY, APPROXIMATELY CENTERLINE OF THE NORTHBOUND LANE OF SHELBORNE ROAD. ELEVATION= 917.47 (N.G.V.D. 1929 DATUM). TBM#2- BOAT SPIKE SOUTH SIDE OF A POWER POLE f13' WEST OF THE CENTERLINE OF SHELBORNE ROAD AND f11' NORTH OF THE CENTERLINE OF 126TH STREET. ELEVATION=917.30 (N.G.V.D. 1929 DATUM). TBM#3- MAG NAIL WITH "TSC" RANDOM WASHER, NEAR DRIVE RUNNING SOUTH FROM THE SOUTH LINE OF THE PROPERTY AT THE WEST END OF ASPHALT DRIVE. ELEVATION=911.82 (N.G.V.D. 1929 DATUM). �.7T1G� lm®Pl= 1. ALL RADIUS AND OTHER DIMENSIONS FOR CHAIRBACK CURB ARE TO BACK OF CURB. 2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A, STANDARDS FOR WORKER SAFETY. 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN AREA PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 10. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 11. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALKR SCO ES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND LIE PERPENDICULAR SIDEWALKS AT 6' INTERVALS OR LESS. 12. ALL PAVEMENT MARKINGS SHALL BE 4" WIDE WHITE PAINTED LINES, EXCEPT FOR HANDICAPPED MARKINGS. SEE DETAIL FOR HANDICAPPED MARKING. 13. SWIMMING POOL, POOL DECK AND FENCING TO BE CONSTRUCTED BY POOL CONTRACTORS. Y Uj W � O � N Z_ W Om zz Q0 a-L7)WZ O W W U G��0 CROS'%'', No.` 920350 1 `. STATE OF 'SS/ONAL DATE: I VISRAWING AND THE IDEAS, DE IGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUALPROPERTY OF THE SC4NEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2003) fklo Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 12.,11/03 W DRAWN BY: CHECKED BY: V 1 BKJ SHEET TITLE: SITE PIAN DRAWING FILES: R:\3K\3690\004\DWGS\C101 C XREF: R:\3K\3690\001\DWGS\001BS XREF: R:\3K\3690\002\DWGS\002BS XREF: R:\3K\3690\003\DWGS\0038S XREF: R:\3K\3690\001\DWGS\3690001T z o ixa az � z z W w W Q z W C) O Tr� DATE: PROJECT NO.: 12.,11/03 3690.004 DRAWN BY: CHECKED BY: DRP BKJ SHEET TITLE: SITE PIAN DRAWING FILES: R:\3K\3690\004\DWGS\C101 XREF: 004BS XREF: R:\3K\3690\001\DWGS\001BS XREF: R:\3K\3690\002\DWGS\002BS XREF: R:\3K\3690\003\DWGS\0038S XREF: R:\3K\3690\001\DWGS\3690001T SHEET NO.: (Clan r r IIS I I D12 D12 A102 RIDGE VENT SHINGLES A102 6/12 ROOF PITCH RIDGE VENT SHINGLES RIDGE VENT LOUVER SIDING 1x8 TRIM ----_--- _--- _ SIDING (BEYOND) v DOWNSPOUT " ' --- TRIM 6x6 POST----'-- —_ — — ---- - --- IX12 TRIM —- — DOOR (BEYOND) SCREENED PORCH SIDING (BEYOND) H1 ' ELEVAl'I®N5 LEFT SIDE ELEVATION I 69'-911 m co DOWNSPOUT 6x6 POST 1X12 TRIM DOWN TRIM 6x6 P 1X12 T R I G��7 SIDE ELEVA71 ON m 0 FRON7 ELEVA7I0N ROOM F I N I S�4 ES NO. NAME FLOOR BASE WALLS 101 PORCH GONG. ---- BRICK 102 HALLWAY CONC. ---- BRICK 103 STORAGE GONG. ---- ---- I- PULL .. CERAMIC WATER RE515TANT GYP. BD. 104 WOMEN GONG. 0 W/ TILE WAINSCOT +40" 1 DOOR SWEEP TILE ]WALL STOP HOLLOW METAL DOOR- GRADE III 16 GA. B 3'-0"X6'-8" LU Q PAINT ABOVE WAINSCOT FACES, GALVANIZED 5Tf-EL WITH 10" X 10" o LIGHT (SAFETY GLASS) WITH HOLLOW WATER RESISTANT GYP. BD. 105 MEN GONG. CERAMIC W/ TILE WAINSCOT +40" I LOCKSET- FA55AGE FUNCTION TILE PAINT ABOVE WAINSCOT 106 CANOPY GONG. ---- BRICK 107 SERVICE GONG. ---- ---- 108 SCREENED GONG. ---- ---- 1 LOCKSET— PASSAGE FUNCTION PORCH 1 DEADBOLT '• .� O 1 SET- WEATHERSTRIPPING FOR HEADERS AND JAMBS. 2 DOOR SWEEPS D m amum�nnnnnunnuunnnwumnnumnmm�u SCREEN DOOR, WOOD FRAME 3 PAIR SPRING HINGES _ � '� : i Ito SHINGLES RIDGE VENT LOUVER SIDING 1x8 TRIM ----_--- _--- _ SIDING (BEYOND) v DOWNSPOUT " ' --- TRIM 6x6 POST----'-- —_ — — ---- - --- IX12 TRIM —- — DOOR (BEYOND) SCREENED PORCH SIDING (BEYOND) H1 ' ELEVAl'I®N5 LEFT SIDE ELEVATION I 69'-911 m co DOWNSPOUT 6x6 POST 1X12 TRIM DOWN TRIM 6x6 P 1X12 T R I G��7 SIDE ELEVA71 ON m 0 FRON7 ELEVA7I0N ROOM F I N I S�4 ES NO. NAME FLOOR BASE WALLS 101 PORCH GONG. ---- BRICK 102 HALLWAY CONC. ---- BRICK 103 STORAGE GONG. ---- ---- I- PULL CERAMIC WATER RE515TANT GYP. BD. 104 WOMEN GONG. 0 W/ TILE WAINSCOT +40" 1 DOOR SWEEP TILE ]WALL STOP HOLLOW METAL DOOR- GRADE III 16 GA. B 3'-0"X6'-8" LU Q PAINT ABOVE WAINSCOT FACES, GALVANIZED 5Tf-EL WITH 10" X 10" o LIGHT (SAFETY GLASS) WITH HOLLOW WATER RESISTANT GYP. BD. 105 MEN GONG. CERAMIC W/ TILE WAINSCOT +40" I LOCKSET- FA55AGE FUNCTION TILE PAINT ABOVE WAINSCOT 106 CANOPY GONG. ---- BRICK 107 SERVICE GONG. ---- ---- 108 SCREENED GONG. ---- ---- 1 LOCKSET— PASSAGE FUNCTION PORCH 1 DEADBOLT NOTE: ALL CEILINGS SHALL BY GYP. BOARD/PAINTED UNLESS OTHERWISE NOTED. 701 LE7 ACCESSORIES TAG DISGRIPTION BOBRIGK PRODUCT # MOUN71NG HEIGHT P.T.D. PAPER TOWEL DISPENSER 5-262 40" TO BOT. G.B.1 42" GRAB BAR B -6106X42 34" TO CIL M. 1 18" X 30" TILT MIRROR B-293 40" TO BOT. T.P.D. TOILET PAPER DISPENSER B-288 19" TO ROLL S. D. SOAP DISPENSER 5-150 40" TO BOT. A8 I FIN15H 5CHEDULE5 NTS ox6 POST 'TYP) DOOR SCHEDULE NUM. DIMENSIONS DESCRIPTION A 3'-0"X6'-8" HOLLOW METAL DOOR- GRADE III 16 GA. FACES, GALVANIZED STEEL WITH HOLLOW METAL FRAME, GALVANIZED STEEL An 1 1/2 PAIR SPRING HINGES 1- PUSH PLATE W I- PULL 1 DEADBOLT Z 1 SET WEATHERSTRIPPING FOR HEADERS o 0 AND JAMBS 1 DOOR SWEEP ]WALL STOP HOLLOW METAL DOOR- GRADE III 16 GA. B 3'-0"X6'-8" LU Q W FACES, GALVANIZED 5Tf-EL WITH 10" X 10" o LIGHT (SAFETY GLASS) WITH HOLLOW METAL FRAME, GALVANIZED STEEL w 1 1/2 PAIR HINGES- NON -LIFT-OFF TYPE I LOCKSET- FA55AGE FUNCTION I DEADBOLT HOLLOW METAL DOORS - GRADE 111 16 GA. C 6'-0°X6'-8" FACES, GALVANIZED STEEL WITH HOLLOW METAL FRAME, GAVANIZED STEEL. 3 PAIR SPRING HINGES 1 LOCKSET— PASSAGE FUNCTION 1 DEADBOLT I SET— TOP AND BOTTOM PLUSH BOLTS FOR INACTIVE DOOR 1 SET- WEATHERSTRIPPING FOR HEADERS AND JAMBS. 2 DOOR SWEEPS D V -0"X6'-8" SCREEN DOOR, WOOD FRAME 3 PAIR SPRING HINGES Fig: 2 Wheelchair Tiomiig Space for 100" Tums. w qW �ts�mm1 le ., � 1 er l t15�4rnm1 1 1 � � - r i f2af $Q' (1524rnm) QiapleuTuming Space, �P.��isTERe��p�,; * NO, 4444 STATE OF ''�� BCH ITEC ,,���• THIS 12AWING AND THE IDEAS, DESIGNS AND CONCEPT ; CONTAINED HEREIN ARE THE EXCLUSIVE INTEU _CTUAL PROPERTY OF THE SCHNEIDER CORPC!ATION, AND ARE NOT TO BE USED OR REPROI UCED, IN WHOLE OR IN PART, WITHOUT THE VRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COF (RIGHTED BY THE SCHNEIDER CORP. (2001) f4jbj Schneider THE SCHNEIDER CORPORATION Hist )ric Fort Harrison 890 Otis Avenue Indic napolis, IN 46216-1037 Tele )hone: 317.826.7100 Fax: 317.826.7200 www schneidercorp.com Architecture Civil Engineering Envi onmental Engineering Geo echnical Services GS * LIS Horre Builder Services Intel for Design Lom Surveying Landscape Architecture Trar sportation Engineering I U J An W tz (L Z �P.��isTERe��p�,; * NO, 4444 STATE OF ''�� BCH ITEC ,,���• THIS 12AWING AND THE IDEAS, DESIGNS AND CONCEPT ; CONTAINED HEREIN ARE THE EXCLUSIVE INTEU _CTUAL PROPERTY OF THE SCHNEIDER CORPC!ATION, AND ARE NOT TO BE USED OR REPROI UCED, IN WHOLE OR IN PART, WITHOUT THE VRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COF (RIGHTED BY THE SCHNEIDER CORP. (2001) f4jbj Schneider THE SCHNEIDER CORPORATION Hist )ric Fort Harrison 890 Otis Avenue Indic napolis, IN 46216-1037 Tele )hone: 317.826.7100 Fax: 317.826.7200 www schneidercorp.com Architecture Civil Engineering Envi onmental Engineering Geo echnical Services GS * LIS Horre Builder Services Intel for Design Lom Surveying Landscape Architecture Trar sportation Engineering I I' r I r U J W tz (L Z o 0 0 LU � LU Q W o z w 0 0 I' r I r KILN -DRIED. :E WITH THE TIE COMPANY. PROVIDE 1'-0" OVERHANG (TYP) GENERAL. N07ES: 4" SLAB 2" EXTRUDED POLYSTYRENE PERIMETER INSULATION # 4 BAR a 12" EXPANSION JOINT 4" SLAB N ! f 1=1 11=1 I I—III 1=1 11- 6" #53 AGGREGATE III=III=III=III =jl' COMPACTED FILL Sx8xl6 BLOCK 0 4'0 . 16"x12" WALL FOOTING W/ (2) #4 REBAR (CONTINUOUS) K11 FOOTING DETAIL AT DOORWAY 1/2" = 1'-0" H11 1/2"=V-0" 6" FLOOR 4" SLAB FOR OWNER REVIEW - 11/07/03 8x8x 16 BLOC GROUT SOLI 16"x12" WALL w/ (2) #4 F CONTINUOUS 5ACKWA5H PIT "(..1LUMN CENTERLINE D11 1/2'=l# -O" 1. G.J. INDICATES SAWCUT CONTROL JOINT IN SLAB ON GRADE. DISCONTINUE WIRE MESH REINFORCEMENT AT JOINT (IF APPLICABLE). DEPTH OF CUT NEEDS TO BE AT LEAST 1 INCH. 2. G.I.J. INDICATES COLUMN ISOLATION JOINT FOR CRACK CONTROL. PROVIDE BOND - BREAKER BETWEEN COLUMN SLAB SECTION AND SLAB ON GRADE. 3. AT DOORWAYS, THICKEN SLAB TO PREVENT CRACKING AND PROVIDE #4 BENT BARS AT 12" O.G. TO TIE INTERIOR SLAB TO FOUNDATION WALL. 4. THOROUGHLY CURE FLOOR SLAB WITH A HIGH QUALITY CURE AND SEAL PRODUCT TO PREVENT CURLING OF THE SLAB. 5. BOTTOM OF FOOTING ELEVATION TO BE AT LEAST 30" BELOW FINAL GRADE. x8 RAFTER 4 JOISTS '2" PLYWOOD SHEATHING 'RIM BOARD 2) 2x10 WRAPPED IN 'LYWOOD TRIM ,IMP50N BC P05T CAP '2" PLYWOOD (S TRIM BOARD x6 WOOD POST d2 TRIM BOARD 4 SIDES) ,IMPSON A566 POST ►ASE B" GAP BETWEEN WOOD RIM AND CONCRETE SLAB z 0 m =00TING DIAMETER VARIES - SEE PLAN COLUMN DETAIL I 2x4 FRAMING 2x4 BOTTOM PLATE Y2" EXPANSION JOINT 4" SLAB 1/2" BOLTS If 6'-0" GROUT CORES 8x8x16 BLOCK GROUT SOLID 24"x12" WALL FOOTING Lu/ (2) #4 REBAR CONTINUOUS 12 Y2" PLYWOOD SHEATHING 6 SHINGLES _12- 6 GUTTER 2x10 FASCIA DOUBLE 2x4 SOFFIT 'VENT TOP PLATE 1x10 TRIM COLUMN CENTERLINE 12A1/03 Y2' ROUGH SAWN Y2" PLYWOOD SHEATHING CHECKED BY: 12 SHEET TI_E: SHINGLES FRAMING PLAN aG SHEET NC GUTTER 1x8 TRIM Y4" PLYWOOD 2x10 FASCIA 1x10 TRIM BOARD —7—SOFFIT VENT Y2' ROUGH SAWN Y4" PLYWOOD PLYWOOD SOFFIT SOFFIT BETWEEN 1x8 TRIM BOARD BETWEEN 1'-4 5/8u SIMPSON BC 0 COLUMNS I LL, Q POST CAP �pf 6x6 WOOD POST z 1x12 TRIM BOARD 4" TRIM 0 (4 SIDES) Lu SIMPSON A866 P05T BASE N8" GAP BETWEEN WOOD 6x6 WOOD 0 TRIM AND CONCRETE a SLAB POST (BEYOND) • a" e� I I I=1 11-1 1 I—i II—III—III—II III=III= II—III—I z —III—III—III lEd I El I 1=1 I III=III— � 11=111=1 — 0 m FOOTING DIAMETER VARIES - SEE PLAN D12 COLUMN DETAIL 1/2"=V -0m 12 Y2" PLYWOOD SHEATHING 6 SHINGLES _12- 6 GUTTER 2x10 FASCIA DOUBLE 2x4 SOFFIT 'VENT TOP PLATE 1x10 TRIM 2" EXTRUDED 2x4 BOTTOM 4" TRIM POLYSTYRENE PLATE PERIMETER 2x4 INSULATION CONTINUOUS FRAMING 4" SLAB MASONRY FLASHING 11 1x12 TRIM 6" #55 AGGREGATE COMPACTED FILL A11 1/2"=l' -O' _••-. 0 �I� X11®il m dp nlel l i �r EVA - _I_f=1.1':1=.=�_1►_ �� Y2" PLYWOOD SHEATH I NG SHINGLES GUTTER --2x10 FASCIA SOFFIT VENT Y2' ROUGH SAWN PLYWOOD SOFFIT 1x8 TRIM BOARD VINYL SIDING ON Y2" PLYWOOD SHEATHING w/ BUILDING WRAP SCREEN w/ WOOD FRAME DECORATIVE IRON SECURITY SCREEN (SEE PLAN FOR LOCATION) CAULK BRICK ROWLOCK SILL Y2" PLYWOOD SHEATHING w/ BUILDING WRAP CONTINUOUS MA50NRY FLASHING w/ WEEPS 24" 0.c_ BRICK I11I WIi 11=1 0 m — FOOTING DIAMETER VARIES - SEE PLAN Al2 WALL SECTION 1/2 "=V -0m REVISIONS N0. I E 5CRIPTION DATE/INIT. 0 \��>>tunurrrrrr��i �ISTERe�"���.i * NO, 4444 STATE DF THIS [ 2AWING AND THE IDEAS, DESIGNS AND CONCEPT ; CONTAINED HEREIN ARE THE EXCLUSIVE INTELt =CTUAL PROPERTY OF THE SCHNEIDER CORK ATION, AND ARE NOT TO BE USED OR REPRO! UCED, IN WHOLE OR IN PART, WITHOUT THE VRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COF (RIGHTED BY THE SCHNEIDER CORP. (2001) Schneider THE SCHNEIDER CORPORATION Hist )ric Fort Harrison 890 Otis Avenue Indic napolis, IN 46216-1037 Tele )hone: 317.826.7100 Fax: 317.826.7200 www schneidercorp.com Arcl- itecture Civil Engineering Envi onmental Engineering Geo' echnical Services GIS " LIS Horr e Builder Services Intet for Design Land Surveying Landscape Architecture Transportation Engineering IL— PROJECT NO.: 12A1/03 Y2' ROUGH SAWN BOARD CHECKED BY: _IMC SHEET TI_E: PLYWOOD SOFFIT FRAMING PLAN DRAWING 7ILES: SHEET NC �o 1x8 TRIM Y4" PLYWOOD SOFFIT )I -Oil BETWEEN 1-� 1 LU K LL, Q COLUMNS z BRICK 4" TRIM 0 I -4 Lu Y2" PLYWOOD SHEATHING w/ - 6x6 WOOD 0 BUILDING WRAP POST (BEYOND) 2x4 FRAMING 2" EXTRUDED 2x4 BOTTOM 4" TRIM POLYSTYRENE PLATE PERIMETER 2x4 INSULATION CONTINUOUS FRAMING 4" SLAB MASONRY FLASHING 11 1x12 TRIM 6" #55 AGGREGATE COMPACTED FILL A11 1/2"=l' -O' _••-. 0 �I� X11®il m dp nlel l i �r EVA - _I_f=1.1':1=.=�_1►_ �� Y2" PLYWOOD SHEATH I NG SHINGLES GUTTER --2x10 FASCIA SOFFIT VENT Y2' ROUGH SAWN PLYWOOD SOFFIT 1x8 TRIM BOARD VINYL SIDING ON Y2" PLYWOOD SHEATHING w/ BUILDING WRAP SCREEN w/ WOOD FRAME DECORATIVE IRON SECURITY SCREEN (SEE PLAN FOR LOCATION) CAULK BRICK ROWLOCK SILL Y2" PLYWOOD SHEATHING w/ BUILDING WRAP CONTINUOUS MA50NRY FLASHING w/ WEEPS 24" 0.c_ BRICK I11I WIi 11=1 0 m — FOOTING DIAMETER VARIES - SEE PLAN Al2 WALL SECTION 1/2 "=V -0m REVISIONS N0. I E 5CRIPTION DATE/INIT. 0 \��>>tunurrrrrr��i �ISTERe�"���.i * NO, 4444 STATE DF THIS [ 2AWING AND THE IDEAS, DESIGNS AND CONCEPT ; CONTAINED HEREIN ARE THE EXCLUSIVE INTELt =CTUAL PROPERTY OF THE SCHNEIDER CORK ATION, AND ARE NOT TO BE USED OR REPRO! UCED, IN WHOLE OR IN PART, WITHOUT THE VRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COF (RIGHTED BY THE SCHNEIDER CORP. (2001) Schneider THE SCHNEIDER CORPORATION Hist )ric Fort Harrison 890 Otis Avenue Indic napolis, IN 46216-1037 Tele )hone: 317.826.7100 Fax: 317.826.7200 www schneidercorp.com Arcl- itecture Civil Engineering Envi onmental Engineering Geo' echnical Services GIS " LIS Horr e Builder Services Intet for Design Land Surveying Landscape Architecture Transportation Engineering IL— DATE: PROJECT NO.: 12A1/03 3690.004 DRAWN B ': CHECKED BY: _IMC SHEET TI_E: FOL NDAT ION / ROOF FRAMING PLAN DRAWING 7ILES: SHEET NC �o LU 1-� 1 LU K LL, Q ltl z IL �.� 0 Lu 0 DATE: PROJECT NO.: 12A1/03 3690.004 DRAWN B ': CHECKED BY: _IMC SHEET TI_E: FOL NDAT ION / ROOF FRAMING PLAN DRAWING 7ILES: SHEET NC �o r CONTROLS AND OPERATING MECHANISMS SPECIAL CONSIDERATIONS FOR LAVATORIES DOORS ON ALL ACCESSIBLE TOILET COMPARTMENTS MUST MEET ADAAG SPECIFICATIONS FAUCETS, TOILETS AND WA5HROMM ACCESSORIES TO BE USED LAVATORIES ARE IMPORTANT TO PUBLIC WASHROOM 15 FOR DOORS, INCLUDING DOOR HARDWARE. THERE MUST BE A CLEAR OPENING AT BY PHYSICALLY DISABLED PEOPLE MUST MEET ADAAG PROVIDING CONVENIENT HYGIENIC FACILITIES FOR ALL PEOPLE. LEAST 32" WIDE WHEN THE DOORS ARE OPEN 90 DEGREES. OUT -SWINGING DOORS SPECIFICATIONS FOR CONTROLS AND OPERATING MECHANISMS AT LEAST ONE AREA IN EACH WASHROOM MUST MEET OR APPROACHED FROM THE LATCH SIDE MUST HAVE AN ACCESS AISLE AT LEAST 42" WIDE; (PUSH BUTTONS, VALVES, KNOBS, AND LEVERS): OPERABLE EXCEED ADAAG REQUIREMENTS FOR ACCESSIBLE LAVATORIES. OTHER APPROACHES REQUIRE A ACCESS AISLE AT LEAST 48" WIDE. IT IS WITH ONE HAND,WITHOUT TIGHT GRASPING, PINCHING, OR A BARRIER -FREE LAVATORY MUST NOT EXCEED HEIGHT OF RECOMMENDED THAT ALL OUT -SWINGING DOORS CLOSE COMPLETELY BECAUSE A TWISTING OF THE WRIST, AND WITH A FORCE THAT DOES NOT 34", MUST EXTEND AT LEAST 17" FROM THE REAR WALL, AND PARTIALLY OPEN DOOR MAY INTERFERE WITH ACCESS AISLES. THIS ALSO HELPS EXCEED 5LBF. SELF-CLOSING FAUCET VALVES ARE HAVE A CLEARANCE OF AT LEAST 29" FROM THE BOTTOM OF ENSURE PRIVACY FOR MANY PHYSICALL( DISABLED PEOPLE WHO CANNOT READILY PULL ACCEPTABLE IF THEY REMAIN OPEN AT LEAST 10 SECONDS. ALLOW FORWARD THE APRON TO THE FINISH FLOOR. TO LL F AN LATCH THEM. R CLOSED D DOORS C IT 15 RECOMMENDED THAT CONTROLS AND OPERATING APPROACH BY PEOPLE IN WHEELCHAIRS, PROVIDE CLEAR TOILETS WITH UNDERCUT BOWLS ARE PREFERRED. EITHER HAND -OPERATED LEVER OR MECHANISMS PROJECT FROM SURROUNDING MATERIAL AND BE FLOOR SPACE IN FRONT OF THE LAVATORY THAT IS AT AUTOMATIC FLUSH CONTROLS MAY BE USED AS LONG AS THEY ARE MOUNTED NO A CONTRASTING COLOR SO VISUALLY IMPAIRED PEOPLE CAN LEAST 30 WIDE x 48 DEEP, WITH NO MORE THAN 19 OF THE HIGHER THAN 44 ABOVE THE FINISH FLOOR AND ARE PLACED ON THE 51DE OF THE FIND THEM EASILY. CONTROLS SHOULD ALSO BE CENTERED 46" EXTENDING UNDERNEATH THE LAVATORY. COMPLETE THE TOILET WITH THE MOST CLEAR FLOOR SPACE. FLUSH CONTROLS MUST MEET THE OVER SUFFICIENT CLEAR FLOOR SPACE TO ENSURE BOTH DESIGN BY PROVIDING THE REQUIRED AMOUNT OF KNEE AND ADAAG SPECIFICATIONS FOR CONTROLS AND OPERATING MECHANISMS. THE HEIGHT OF LEFT- AND RIGHT-HAND APPROACHES; OR TWO OF THE SAME TOE CLEARANCE UNDERNEATH THE LAVATORY. A MINIMUM THE TOILET SEAT 15 PERHAPS THE MOST CRITICAL FACTOR. IT IS ALMOST IMPOSSIBLE ACCESSORY SHOULD BE PROVIDED, ONE FOR EACH TYPE OF KNEE CLEARANCE 27" ABOVE THE FINISH FLOOR MUST EXTEND TO PROVIDE AN IDEAL SEAT HEIGHT IN MULTI -USE FACILITIES BECAUSE PEOPLE WITH APPROACH. AT LEAST 8" UNDER THE FRONT EDGE OF THE LAVATORY. DIFFERENT ABILITIES HAVE DIFFERENT NEEDS. THE HEIGHT OF TOILET SEATS MUST BE SEE MFG. SPECIFICATIONS TOE CLEARANCE AT LEAST 9" ABOVE THE FINISH FLOOR MUST 17" TO 19" ABOVE THE FINISH FLOOR. MODERATE HEIGHTS OF 17" TO 18" WORK WELL IN ACCESSORIES PROVIDE ADDITIONAL SERVICE AMENITIES TO BE PROVIDED FOR THE FULL DEPTH OF THE LAVATORY. IF STANDARD COMPARTMENTS, WHILE UPPER -RANGE HEIGHTS OF 18" TO 1911 WORK BEST IN WASHROOM INSTALLATIONS THE LAVATORY IS TO BE INSTALLED IN A COUNTERTOP, THE ALTERNATE 36" WIDE COMPARTMENT AND 36" WIDE (WALK-IN) COMPARTMENTS. WASHROOM ACCESSORIES MUST NOT PROJECT MORE THAN 4" PLACE IT AS CLOSE AS POSSIBLE TO THE FRONT EDGE 50 IT DRE -120-24 INTO A CLEAR ACCESS AISLE IF THEIR LEADING EDGE 15 IS ACCESSIBLE TO EVEN MORE PEOPLE. IF A WASHFOUNTAIN GRAB BARS ARE REQUIRED IN ALL ACCESSIBLE TOILET COMPARTMENTS BETWEEN 27" AND 80" ABOVE THE FINISH FLOOR; IF THEIR IS INSTALLED IN A FACILITY, IT IS RECOMMENDED THAT AT GRAB BARS MUST HAVE A DIAMETER OF 1 1/4" TO 1 1/2" AND A CLEARANCE BETWEEN LEADING EDGE IS AT OR BELOW 27", THEN THEY MAY LEAST ONE BARRIER -FREE LAVATORY ALSO BE INSTALLED TO THE GRAB BAR AND WALL AND/OR ACCESSORY SURFACE(S) OF 1 1/2". REQUIRED PROJECT ANY AMOUNT AS LONG AS THE REQUIRED MINIMUM ACCOMMODATE THOSE WHO MAY HAVE DIFFICULTY USING THE MOUNTING HEIGHTS ARE UNIVERSALLY 3311 TO 36" FROM THE CENTERLINE OF THE GRAB WIDTH OF AN ADJACENT CLEAR ACCESS ASILE 15 MAINTAINED. WA544FOUNTAIN. BAR TO THE FINISH FLOOR. THE STRUCTURAL STRENGTH OF ALL GRAB BARS AND THIS STANDARD 15 SPECIFICALLY DESIGNED TO ENSURE EXPOSED PLUMBING UNDER BARRIER -FREE LAVATORIES MUST THEIR MOUNTING DEVICES MUST WITHSTAND MORE THAN 250 LBF. STRAIGHT DETECTION BY VISUALLY IMPAIRED PEOPLE. IT 15 BE INSULATED OR OTHERWISE CONFIGURED TO ELIMINATE HORIZONTAL GRAB BARS ARE THE MINIMUM SPECIFIED BY ADAAG. A FEW LOCALITIES RECOMMENDED THAT ALL FLOOR -STANDING AND SURFACE POSSIBLE CONTACT, AND THERE SHOULD BE NO SHARP EDGES MAY REQUIRE A COMBINATION OF HORIZONTAL AND VERTICAL GRAB BARS. STANDARD MOUNTED UNITS PROJECTING MORE THAN 4" BE LOCATED IN OR ROUGH SURFACES. THIS 15 IMPORTANT IN ORDER TO COMPARTMENTS REQUIRE ONE GRAB BAR AT LEAST 40" LONG TO BE MOUNTED ON THE CORNERS, ALCOVES, OR BETWEEN OTHER STRUCTURAL PREVENT BURNS AND OTHER INJURIES TO PEOPLE WHO HAVE SIDE WALL OR PARTITION NEAREST THE TOILET, NO MORE THAN 12" FROM THE BACK ELEMENTS SO A5 NOT TO BE A HAZARD TO VISUALLY NO SENSATION IN THEIR LEGS. SINCE EXISTING WALL. A SECOND GRAB BAR AT LEAST 36" LONG MUST BE MOUNTED ON THE BACK IMPAIRED PEOPLE OR INTEREFERE WITH ACCESS AISLES OR INSTALLATIONS CAN BE DIFFICULT TO REMOVE AND REPLACE WALL, NO MORE THAN 6" FROM THE SIDE WALL OR PARTITION NEAREST THE TOILET. WHEELCHAIR TURNING AREAS. FULLY RECESSED ACCESSORIES A GOOD ALTERNATIVE IS TO INSTALL A REMOVABLE ALTERNATE COMPARTMENTS 36" WIDE REQUIRE PARALLEL GRAB BARS AT LEAST 42" ARE PREFERRED CHOICE THROUGHOUT UNIVERSALLY DESINGED PROTECTIVE PANEL UNDER THE LAVATORY. LONG TO BE MOUNTED ON EACH SIDE OF THE TOILET, NO MORE THAN 12" FROM THE WASHROOMS. MIRRORS MUST BE INSTALLED WITH THE BOTTOM EDGE OF CONTROLS AND ACCESSORIES COMPLETE SHOWER AND BACK WALL, TO PROVIDE A PLACE FOR ELBOW AND FOREARM LEVERAGE. ALTERNATE THE REFLECTING SURFACE NO HIGHER THAN 40" (38" MAX., BATHTUB INSTALLATIONS 48" MIN. WIDE COMPARTMENTS REQUIRE ON GRAB BAR AT LEAST 42" LONG TO BE GABO/ANSI 92) ABOVE THE FINISH FLOOR. A SINGLE CONTROLS MUST MEET ADAAG SPECIFICATIONS (REFER TO MOUNTED ON THE SIDE WALL OR PARTITION NEAREST THE TOILET NO MORE THAN 12" FULL-LENGTH MIRROR 15 RECOMMENDED IN EACH WASHROOM CONTROLS AND OPERATING MECHANISMS). THE CONTROL FROM THE BACK WALL. A SECOND GRAS BAR AT LEAST 36" LONG MUST BE MOUNTED BECAUSE IT CAN BE USED BY EVERYONE INCLUDING CHILDREN. AREA MUST BE LOCATED ON THE SIDE WALL OPPOSITE THE ON THE BACK WALL NO MORE THAN 6"FROM THE SIDE ALL OR PARTITION NEAREST THE SOAP DISPENSERS INSTALLED OVER LAVATORIES MUST BE SHOWER SEAT IN TRANSFER SHOWER STALLS; ON THE BACK TOILET. IN CABO/ANSI 92, HORIZONTAL GRAB BARS MOUNTED ON SIDE PARTITIONS OR MOUNTED SO THEIR PUSH BUTTONS ARE NO HIGHER THAN 44" OR SIDE WALLS OF ROLL -IN SHOWER STALLS; ON THE WALL WALLS MUST ALWAYS BE AT LEAST 42" LONG, ABOVE THE FINISH FLOOR. LAVATORY -MOUNTED SOAP ADJACENT TO THE SHOWER SEAT IN COMBINATION DISPENSERS AND LEVER -HANDLE FAUCETS SHOULD BE ROLL-IN/TRANSFER SHOWER STALLS; AND ON THE WALL AT SPACED FAR ENOUGH APART TO AVOID INTERFERENCE WITH THE FOOT OF BATHTUBS. 42 5 1 } 3Q5 THEIR OPERATIONS. iT 15 RECOMMENDED THAT SOAP SHOWER HEADS IN ACCESSIBLE BATHING FACILITIES MUST BE DISPENSERS THAT MEET ADAAG SPECIFICATIONS FOR HAND-HELD MODELS WITH 60" MINIMUM LONG HOSES. IT IS - CONTROLS AND OPERATING MECHANISMS BE USED RECOMMENDED THAT A SLIDE -BAR OR A SERIES OF WALL 1 THROUGHOUT WASHROOM TO PROVIDE UNIVERSAL USABILITY. PAPER TOWEL DISPENSERS AND WASTE RECEPTACLES OR CLIPS BE PROVIDED TO ATTACH THE SHOWER HEAD TO THE WALL AND ALLOW IT TO BE USED AS A FIXED SHOWER HEAD i E' I" _ ------ a WARM -AIR HAND DRYERS SHOULD BE CONVIENIENTLY LOCATED AT VARIOUS HEIGHTS. IN FACILITIES WHERE VANDALISM ISA It IN AN AREA THAT IS ACCESSIBLE TO WHEELCHAIRS, PROBLEM, A FIXED SHOWER HEAD MOUNTED 48" ABOVE THE I PREFERABLY ADJACENT TO A BARRIER -FREE LAVATORY. IT FINISH FLOOR MAY BE INSTALLED IN LIEU OF A HAND-HELD 1 12 'al. IS RECOMMENDED THAT ONE HAND DRYER BE MOUNTED WITH UNIT; OR VANDAL -PRONE SHOWERS MAY BE EQUIPPED WITH A 54 6" LAT. TO SEWER SUFFICIENT CLEAR FLOOR SPACE TO ALLOW BOTH LEFT- AND SECONDARY QUICK CONNECTION FOR OPTIONAL HAND-HELD � �-T-s7o SEE C -SHEETS RIGHT-HANDED WHEELCHAIR APPROACHES; OR PROVIDE TWO SHOWER HEADS THAT CAN BE ASSIGNED TO PATRONS AS 42 mm min w *#11nled we FOR CONTINUATION DRYERS ONE FOR EACH TYPE OF APPROACH. WHEN A SINGLE NEEDED. HAND DRYER 15 INSTALLED IN A WASHROOM, IT 15 GRAB BARS MUST BE INSTALLED IN ALL ACCESSIBLE BATHING RECOMMENDED THAT THE START BUTTON BE LOCATED 38" TO FACILITIES. THEY MUST HAVE A DIAMETER OF 1 1/4" TO 1 1/2" 40" ABOVE THE FINISH FLOOR; WHEN TWO OR MORE DRYERS AND A CLEARANCE OF 1 1/2" BETWEEN THE GRAB BAR AND CO ARE INSTALLED, MOUNT ONE DRYER SO ITS BUTTON IS 38" WALL. TWO HORIZONTAL GRAB BARS OR A SINGLE TWO -WALL l2 max 40142) min TO 40" ABOVE THE FINISH FLOOR; LOCATE OTHERS 41" TO 48". GRAB BAR MUST BE INSTALLED ON THE WALLS NEXT TO AND 1015116661 OPPOSITE THE FOLDING SHOWER SEAT IN TRANSFER AND COMBINATION ROLL-IN/TRANSFER SHOWER STALLS, ROLL -IN 136 max INDIVIDUAL SHOWER STALLS SHOWER STALLS MUST HAVE A SINGLE THREE -WALL GRAB S►is TRANSFER SHOWER STALLS ARE THE MOST COMMON TYPE OF BAR OR THEREE SINGLE GRAB BARS WITH ENDS MOUNTED AS I i INDIVIDUAL SHOWER' STALL USED TO ACCOMMODATE PEOPLE CLOSE AS POSSIBLE TO THE CORNERS. ALL GRAB BARS' ---t I WITH DISABILITIES. THEY MUST BE 36"x36" WITH A FIXED OR MUST BE MOUNTED 33" TO 36" ABOVE THE FINISH FLOOR. BAR MOUNTED AT C?la+ to+.et paper- - G I FD2 FOLDING L -SHAPED SHOWER SEAT MOUNTED ON A SIDE WALL BATHTUBS MUST HAVE A HORIZONTAL GRAB -- E• OPPOSITE THE SHOWER HEAD AND CONTROLS. THE 512E NOT BE ALTERED BECAUSE 36"x36" INSIDE DIMENSION 15 THE FOOT THAT EXTENDS AT LEAST 24" FROM THE FRONT EDGE OF THE TUB, 33" TO 36" ABOVE THE FINISH FLOOR AND ai 1111 + MUST OPTIMUM FOR BOTH REACH AND SAFETY OF ADULT USERS. TWO PARALLEL, HORIZONTAL GRAB BARS, 24 TO 48 LONG I CURBS MAY BE INSTALLED, BUT THEY MUST BE NO HIGHER DEPENDING ON TOTAL WIDTH OF TUB, MOUNTED ON THE BACK THEN 1/2". WHEN EQUIPPED WITH A FOLDING SEAT, THIS WALL: ONE q" ABOVE THE RIM OF THE BATHTUB AND THE SHOWER STALL CAN ALSO BE USED COMFORTABLY BY OTHER 33" TO 3(_" ABOVE THE FINISH FLOOR BATHTUBS WITH 17-11f) d3*4 5 Y IE •:, �r rnI`� 1 I wI 1,� I � I 8 min max Z4S J3D eautnmimt rrermttted in shMed a Yea 7in� 430 ..,,.......... i •clez)r dw.3 1. max $85 Si FLUMBING SC�4EDULE brec4. NO, 17-11f) d3*4 5 Y IE •:, �r rnI`� 1 I wI 1,� I � I 8 min max Z4S J3D eautnmimt rrermttted in shMed a Yea 7in� 430 ..,,.......... i •clez)r dw.3 1. max $85 3" VTR N CIO O FD WC WCWC 1 WC CQ UR IED UR LAV \!O \,! 1 FD FD � SHOWER SHOWER C� I FD CO SHOWER Y DF STANDING PEOPLE, AND SOME PEOPLE USING WHEELCHAIRS IN -TUB SEATS MUST HAVE A FOURTH GRAB BAR MOUNTED AT 6" LATERAL CAN USE IT AS A ROLL -IN SHOWER (SEE FOLLOWING THE HEAD THAT EXTENDS AT LEAST 12" FROM THE FRONT I TO SEWER PARAGRAPH) BECAUSE OF ITS MAXIMUM 1/2" CURBS. MINIMUM EDGE OF THE TUB. 1 1/4" WATER CLEAR FLOOR SPACE 48 x36 MUST BE POSITIONED OUTSIDE SERVIGE LINE SEE NUA FOR THE SHOWER STALL TO ALLOW PROPER WHEELCHAIR POSITIONING FOR TRANSFER T?PO SHO?PWER SEAT. 6r CONTI1NUATION ON * � yy —wt mow..— —w— ROLL-IN SHOWER STALLS ARE NEEDED BY SOME PEOPLE IN WHEELCHAIRS WHO CANNOT TRANSFER TO A SHOWER SEAT OR ,_. a. _ TUB. ADAAG REQUIRES ROLL -IN SHOWER STALLS TO BE AT PLUMBING LEAST 60"x30", WHICH WAS SELECTED PRIMARILY FOR Bei , CONTRACTOR _ REMODELING PURPOSES TO ALLOW REPLACEMENT OF AN I SHALL ROUTE I EXISTING TUB WITH A ROLL -IN SHOWER STALL. THIS MINIMUM I ALL SUPPLIES PER GODS TO SIZE H THOUGIS TRULY INADEQUATE IN M05T CASES I ALL FIXTURES 3 BECAUSE IT 15 TOO DIFFICULT TO CONTAIN WATER WITHIN THE I 30" DEPTH. IF THE MINIMUM SIZE IS USED, IT IS iia INCLUDE WATER C.O. NEATER AND RECOMMENDED THAT THE FLOOR OF THE ENTIRE ROOM BE I s ^ ri � t� � POOL EQUIPMENT 3 COI WATERPROOFED ERPROOFED (ALSO REFERRED I O A ., r�E -AREA ; .,_ _. - _ SHOWER). CURBS SHOULD NOT BE USED; INSTEAD, WARPED TILE GROUT BERMS, TRENCH DRAINS AND SLOPING FLOOR R•� _-- _.---w.-..- -ter.-_. _.- _....-. - -. -_.- ---_-_,...___._-I.__ _ SURFACES ARE ACCEPTABLE METHODS FOR CONTAINING WATER. 48"x60" AND 60"x60" ARE GOOD SIZES TO USE WHERE SPACE 15 LIMITED FOR THE NET AREA. MINIMUM CLEAR I I I FLOOR SPACE 60"66" MUST BE POSITIONED OUTSIDE THE FOLDING SHOWER SEATS MUST MEET THE SPECIFIC APPROVED SHOWER STALL TO ALLOW WHEELCHAIR MANEUVERING SPACE NI BY ADAAG AND MUST BE MOUNTED BACKFLOW DEVICE l H1 PLUMBING 150METRICN 5CHEDULE N.T.S. PORCH 101 7Z DIMENSIO S REQU RED I THIS SPACE MAY INCORPORATE KNEE CLEARANCE UNDER WITH THE TOP SURFACE OF THE SEAT 17" TO Iq" ABOVE THE Plo, SERVICE ADJACENT LAVATORIES OR COUNTERTOPS, AND MAY BE PART FINISH FLOOR. UPHOLSTERED, CUSHIONED SEATS ARE 1 I 107 OF THE TOTAL FLOOR SPACE IN WET -AREA SHOWERS. PREFERRED BY MANY PHYSICALLY DISABLED PEOPLE AND THE l; COMBINATION ROLL-IN/TRANSFER SHOWER STALLS ARE ELDERLY. WATER-RESISTANT SOLID PHENOLIC SEATS ARE REQUIRED IN ALL BUILDINGS WITH MORE THAN 50 ROOMS FD HALL VANDAL-RE515TANT AND MORE SANITARY. j PROVIDING SLEEPING ACCOMMODATIONS (SEE ADAAG 9.1.2), SOAP DISHES ARE NORMALLY PLACED ON THE SAME WALL ASSTORAGE SUCH AS HOTELS, RESORTS MOTELS, INNS, BOARDING THE SHOWER HEAD AND CONTROLS WHERE THEY ARE LEAST I i 5CREENED PORCH FD2 102 103 HOUSES AND DORMITORIES. THEY MUST MEET THE ADAAG LIKELY TO COLLECT STANDING WATER. IT IS RECOMMENDED i 1 108 C.O. �2it �� . it SPECIFICATIONS FOR ROLL -IN SHOWERS AND HAVE A FOLDING THAT THEY BE RECESSED AND MOUNTED 38" TO 48" ABOVE G O ! i 6" - Q 6 COI �6" SHOWER SEAT THAT DOES NOT INTEREFERE WITH WHEELCHAIR THE FINISH FLOOR WHEN INSTALLED IN SHOWER STALLS, OR -- ----------- - - - - - - ACCESS. THEY SHOULD BE MOUNTED BETWEEN THE GRAB BAR AND THE RIM OF THE BATHTUB. SHOWER CURTAINS GENERALLY WORK THE BEST AS ) FNi; TO SEWER LATERAL ENCLOSURES FOR WHEELCHAIR USERS IN ALL TYPES OF i 1i'2" SHOWER INSTALLATIONS. IF OTHER TYPES OF SHOWER I I ENCLOSURES ARE USED, THEY SHOULD FOLD BACK I �I COMPLETELY OUT OF THE WAY SO AS NOT TO OBSTRUCT I TRANSFER TO SHOWER SEATS OR INTERFERE WITH CONTROLS i I I - - _-�`" ri AND THEY MUST NOT INCORPORATE A TRACK ALONG THE RIM lj (T OF BATHTUBS. i i __1 FDF] L MEDICINE CABINETS INSTALLED IN BATHROOMS MUST BE i 1 SIB MOUNTED 50 AT LEAST ONE ACCESSIBLE SHELF 15 NO HIGHER THAN 44 ABOVE THE FINISH FLOOR AND THE BOTTOM EDGE { OF THE MIRROR 15 NOT HIGHER THAN 40" ABOVE THE FINISH I I 1 I FLOOR. i! CANOPY i . I IIII E� I Al I PLUMBING FLOOR PIAN 1 /4"=1'-0a 1 1/4" INCOMING WATER LINE WiT1H PRSEESURE REDUCTION VALVUE (COORDINATE WIT14 WATER COMPANY) THRU CONCRETE FLOOR SLAB GENERAL NOTES 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES AND ORDINANCES PERTAINING TO THE WORK ON THIS PROJECT. 2. ALL LAVORATORIES SHALL BE EQUIPPED WITH TRUBRO LAVOGUARD PIPE COVERS (OR APPROVED EQUAL) PER CODE. 3. ALL FIXTURES, SUPPLIES AND TRIM TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 4. PLUMBING CONTRACTOR SHALL ROUTE NOT AND COLD WATER SUPPLIES TO SERVE ALL FIXTURES INCLUDING POOL EQUIPMENT, SUPPLY PIPING SHALL BE SIZED AND INSTALLED PER CODE. PLUMBING CONTRACTOR SHALL COORDINATE SUPPLIES WITH POOL CONTRACTOR. 5. DOMESTIC WATER PIPING UNDER SLAB SMALL BE TYPE j1K" COPPER WITH COPPER FITTINGS AND INSULATED WITH 1/2" ARMAFLEX AT SLAB PENETRATION. 6. DOMESTIC WATER PIPING ABOVE SLAB SHALL BE TYPE "M" COPPER WITH COPPER FITTINGS. 7. HOT WATER SUPPLIES SHALL BE INSULATED WITH 1/2" ARMAFLEX. 6. PLUMBING CONTRACTORS SHALL COORDINATE ALL OTHER WATER SUPPLIES FOR ICE MACHINES, ETC. WITH OWNER. 1 Y4" WATER LINE TO FIXTURES / EQUIPMENT PER CODE r Si FLUMBING SC�4EDULE NO, FIXTURE C, MODEL SERVICE I I tenor m1n AMER. STAND. cbaano�e 1/2" CW , 3" VTR N CIO O FD WC WCWC 1 WC CQ UR IED UR LAV \!O \,! 1 FD FD � SHOWER SHOWER C� I FD CO SHOWER Y DF STANDING PEOPLE, AND SOME PEOPLE USING WHEELCHAIRS IN -TUB SEATS MUST HAVE A FOURTH GRAB BAR MOUNTED AT 6" LATERAL CAN USE IT AS A ROLL -IN SHOWER (SEE FOLLOWING THE HEAD THAT EXTENDS AT LEAST 12" FROM THE FRONT I TO SEWER PARAGRAPH) BECAUSE OF ITS MAXIMUM 1/2" CURBS. MINIMUM EDGE OF THE TUB. 1 1/4" WATER CLEAR FLOOR SPACE 48 x36 MUST BE POSITIONED OUTSIDE SERVIGE LINE SEE NUA FOR THE SHOWER STALL TO ALLOW PROPER WHEELCHAIR POSITIONING FOR TRANSFER T?PO SHO?PWER SEAT. 6r CONTI1NUATION ON * � yy —wt mow..— —w— ROLL-IN SHOWER STALLS ARE NEEDED BY SOME PEOPLE IN WHEELCHAIRS WHO CANNOT TRANSFER TO A SHOWER SEAT OR ,_. a. _ TUB. ADAAG REQUIRES ROLL -IN SHOWER STALLS TO BE AT PLUMBING LEAST 60"x30", WHICH WAS SELECTED PRIMARILY FOR Bei , CONTRACTOR _ REMODELING PURPOSES TO ALLOW REPLACEMENT OF AN I SHALL ROUTE I EXISTING TUB WITH A ROLL -IN SHOWER STALL. THIS MINIMUM I ALL SUPPLIES PER GODS TO SIZE H THOUGIS TRULY INADEQUATE IN M05T CASES I ALL FIXTURES 3 BECAUSE IT 15 TOO DIFFICULT TO CONTAIN WATER WITHIN THE I 30" DEPTH. IF THE MINIMUM SIZE IS USED, IT IS iia INCLUDE WATER C.O. NEATER AND RECOMMENDED THAT THE FLOOR OF THE ENTIRE ROOM BE I s ^ ri � t� � POOL EQUIPMENT 3 COI WATERPROOFED ERPROOFED (ALSO REFERRED I O A ., r�E -AREA ; .,_ _. - _ SHOWER). CURBS SHOULD NOT BE USED; INSTEAD, WARPED TILE GROUT BERMS, TRENCH DRAINS AND SLOPING FLOOR R•� _-- _.---w.-..- -ter.-_. _.- _....-. - -. -_.- ---_-_,...___._-I.__ _ SURFACES ARE ACCEPTABLE METHODS FOR CONTAINING WATER. 48"x60" AND 60"x60" ARE GOOD SIZES TO USE WHERE SPACE 15 LIMITED FOR THE NET AREA. MINIMUM CLEAR I I I FLOOR SPACE 60"66" MUST BE POSITIONED OUTSIDE THE FOLDING SHOWER SEATS MUST MEET THE SPECIFIC APPROVED SHOWER STALL TO ALLOW WHEELCHAIR MANEUVERING SPACE NI BY ADAAG AND MUST BE MOUNTED BACKFLOW DEVICE l H1 PLUMBING 150METRICN 5CHEDULE N.T.S. PORCH 101 7Z DIMENSIO S REQU RED I THIS SPACE MAY INCORPORATE KNEE CLEARANCE UNDER WITH THE TOP SURFACE OF THE SEAT 17" TO Iq" ABOVE THE Plo, SERVICE ADJACENT LAVATORIES OR COUNTERTOPS, AND MAY BE PART FINISH FLOOR. UPHOLSTERED, CUSHIONED SEATS ARE 1 I 107 OF THE TOTAL FLOOR SPACE IN WET -AREA SHOWERS. PREFERRED BY MANY PHYSICALLY DISABLED PEOPLE AND THE l; COMBINATION ROLL-IN/TRANSFER SHOWER STALLS ARE ELDERLY. WATER-RESISTANT SOLID PHENOLIC SEATS ARE REQUIRED IN ALL BUILDINGS WITH MORE THAN 50 ROOMS FD HALL VANDAL-RE515TANT AND MORE SANITARY. j PROVIDING SLEEPING ACCOMMODATIONS (SEE ADAAG 9.1.2), SOAP DISHES ARE NORMALLY PLACED ON THE SAME WALL ASSTORAGE SUCH AS HOTELS, RESORTS MOTELS, INNS, BOARDING THE SHOWER HEAD AND CONTROLS WHERE THEY ARE LEAST I i 5CREENED PORCH FD2 102 103 HOUSES AND DORMITORIES. THEY MUST MEET THE ADAAG LIKELY TO COLLECT STANDING WATER. IT IS RECOMMENDED i 1 108 C.O. �2it �� . it SPECIFICATIONS FOR ROLL -IN SHOWERS AND HAVE A FOLDING THAT THEY BE RECESSED AND MOUNTED 38" TO 48" ABOVE G O ! i 6" - Q 6 COI �6" SHOWER SEAT THAT DOES NOT INTEREFERE WITH WHEELCHAIR THE FINISH FLOOR WHEN INSTALLED IN SHOWER STALLS, OR -- ----------- - - - - - - ACCESS. THEY SHOULD BE MOUNTED BETWEEN THE GRAB BAR AND THE RIM OF THE BATHTUB. SHOWER CURTAINS GENERALLY WORK THE BEST AS ) FNi; TO SEWER LATERAL ENCLOSURES FOR WHEELCHAIR USERS IN ALL TYPES OF i 1i'2" SHOWER INSTALLATIONS. IF OTHER TYPES OF SHOWER I I ENCLOSURES ARE USED, THEY SHOULD FOLD BACK I �I COMPLETELY OUT OF THE WAY SO AS NOT TO OBSTRUCT I TRANSFER TO SHOWER SEATS OR INTERFERE WITH CONTROLS i I I - - _-�`" ri AND THEY MUST NOT INCORPORATE A TRACK ALONG THE RIM lj (T OF BATHTUBS. i i __1 FDF] L MEDICINE CABINETS INSTALLED IN BATHROOMS MUST BE i 1 SIB MOUNTED 50 AT LEAST ONE ACCESSIBLE SHELF 15 NO HIGHER THAN 44 ABOVE THE FINISH FLOOR AND THE BOTTOM EDGE { OF THE MIRROR 15 NOT HIGHER THAN 40" ABOVE THE FINISH I I 1 I FLOOR. i! CANOPY i . I IIII E� I Al I PLUMBING FLOOR PIAN 1 /4"=1'-0a 1 1/4" INCOMING WATER LINE WiT1H PRSEESURE REDUCTION VALVUE (COORDINATE WIT14 WATER COMPANY) THRU CONCRETE FLOOR SLAB GENERAL NOTES 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES AND ORDINANCES PERTAINING TO THE WORK ON THIS PROJECT. 2. ALL LAVORATORIES SHALL BE EQUIPPED WITH TRUBRO LAVOGUARD PIPE COVERS (OR APPROVED EQUAL) PER CODE. 3. ALL FIXTURES, SUPPLIES AND TRIM TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 4. PLUMBING CONTRACTOR SHALL ROUTE NOT AND COLD WATER SUPPLIES TO SERVE ALL FIXTURES INCLUDING POOL EQUIPMENT, SUPPLY PIPING SHALL BE SIZED AND INSTALLED PER CODE. PLUMBING CONTRACTOR SHALL COORDINATE SUPPLIES WITH POOL CONTRACTOR. 5. DOMESTIC WATER PIPING UNDER SLAB SMALL BE TYPE j1K" COPPER WITH COPPER FITTINGS AND INSULATED WITH 1/2" ARMAFLEX AT SLAB PENETRATION. 6. DOMESTIC WATER PIPING ABOVE SLAB SHALL BE TYPE "M" COPPER WITH COPPER FITTINGS. 7. HOT WATER SUPPLIES SHALL BE INSULATED WITH 1/2" ARMAFLEX. 6. PLUMBING CONTRACTORS SHALL COORDINATE ALL OTHER WATER SUPPLIES FOR ICE MACHINES, ETC. WITH OWNER. 1 Y4" WATER LINE TO FIXTURES / EQUIPMENT PER CODE r FLUMBING SC�4EDULE NO, FIXTURE MFGR. MODEL SERVICE TRIM WCI WATER CLOSET AMER. STAND. 2168.100 1/2" CW CHROME, BEMIS 1955C SEAT WC2 WATER CLOSET AMER. STAND. 2292.100 1/2" CW CHROME, BEMIS 1955C SEAT UR URINAL AMER. STAND. 6541.132 3/4" CW SLOAN ROYAL 186-1 51 LAVORATORY AMER. STAND. 0321.026 1/2" CW;1/2" HW A.S. 2000.100 FD DRAIN ZURN ZB-455-58-2" SEE MFG. SPECIFICATIONS SEE MFG. SPECIFICATIONS DF FOUNTAIN ELKAY EDFI5AC 3/8" CW SEE MFG. SPECIFICATIONS FD2 DRAIN ZURN Z -453-5B-4" SEE MFG. SPECIFICATIONS 21108 FLOW CONTROL DEVICE COl CLEAN OUT TBD TBD TBD SEE MFG. SPECIFICATIONS WH WATER HEATER A.O. SMITH DRE -120-24 2 CW LAWLER 61-10 MIXING VALVE HB FREEZE PROOF HOSE BIB ZURN Z-1321 3/4 CW SEE MFG. SPECIFICATIONS SPI SHOWER UNIT TBD TBD 1/2 CW;1/2 HW SEE MFG. SPECIFICATIONS SH2 TRANSFER SHOWER STALL TBD TBD SEE MFG. SPECIFICATIONS SEE MFG. SPECIFICATIONS 3" VTR N CIO O FD WC WCWC 1 WC CQ UR IED UR LAV \!O \,! 1 FD FD � SHOWER SHOWER C� I FD CO SHOWER Y DF STANDING PEOPLE, AND SOME PEOPLE USING WHEELCHAIRS IN -TUB SEATS MUST HAVE A FOURTH GRAB BAR MOUNTED AT 6" LATERAL CAN USE IT AS A ROLL -IN SHOWER (SEE FOLLOWING THE HEAD THAT EXTENDS AT LEAST 12" FROM THE FRONT I TO SEWER PARAGRAPH) BECAUSE OF ITS MAXIMUM 1/2" CURBS. MINIMUM EDGE OF THE TUB. 1 1/4" WATER CLEAR FLOOR SPACE 48 x36 MUST BE POSITIONED OUTSIDE SERVIGE LINE SEE NUA FOR THE SHOWER STALL TO ALLOW PROPER WHEELCHAIR POSITIONING FOR TRANSFER T?PO SHO?PWER SEAT. 6r CONTI1NUATION ON * � yy —wt mow..— —w— ROLL-IN SHOWER STALLS ARE NEEDED BY SOME PEOPLE IN WHEELCHAIRS WHO CANNOT TRANSFER TO A SHOWER SEAT OR ,_. a. _ TUB. ADAAG REQUIRES ROLL -IN SHOWER STALLS TO BE AT PLUMBING LEAST 60"x30", WHICH WAS SELECTED PRIMARILY FOR Bei , CONTRACTOR _ REMODELING PURPOSES TO ALLOW REPLACEMENT OF AN I SHALL ROUTE I EXISTING TUB WITH A ROLL -IN SHOWER STALL. THIS MINIMUM I ALL SUPPLIES PER GODS TO SIZE H THOUGIS TRULY INADEQUATE IN M05T CASES I ALL FIXTURES 3 BECAUSE IT 15 TOO DIFFICULT TO CONTAIN WATER WITHIN THE I 30" DEPTH. IF THE MINIMUM SIZE IS USED, IT IS iia INCLUDE WATER C.O. NEATER AND RECOMMENDED THAT THE FLOOR OF THE ENTIRE ROOM BE I s ^ ri � t� � POOL EQUIPMENT 3 COI WATERPROOFED ERPROOFED (ALSO REFERRED I O A ., r�E -AREA ; .,_ _. - _ SHOWER). CURBS SHOULD NOT BE USED; INSTEAD, WARPED TILE GROUT BERMS, TRENCH DRAINS AND SLOPING FLOOR R•� _-- _.---w.-..- -ter.-_. _.- _....-. - -. -_.- ---_-_,...___._-I.__ _ SURFACES ARE ACCEPTABLE METHODS FOR CONTAINING WATER. 48"x60" AND 60"x60" ARE GOOD SIZES TO USE WHERE SPACE 15 LIMITED FOR THE NET AREA. MINIMUM CLEAR I I I FLOOR SPACE 60"66" MUST BE POSITIONED OUTSIDE THE FOLDING SHOWER SEATS MUST MEET THE SPECIFIC APPROVED SHOWER STALL TO ALLOW WHEELCHAIR MANEUVERING SPACE NI BY ADAAG AND MUST BE MOUNTED BACKFLOW DEVICE l H1 PLUMBING 150METRICN 5CHEDULE N.T.S. PORCH 101 7Z DIMENSIO S REQU RED I THIS SPACE MAY INCORPORATE KNEE CLEARANCE UNDER WITH THE TOP SURFACE OF THE SEAT 17" TO Iq" ABOVE THE Plo, SERVICE ADJACENT LAVATORIES OR COUNTERTOPS, AND MAY BE PART FINISH FLOOR. UPHOLSTERED, CUSHIONED SEATS ARE 1 I 107 OF THE TOTAL FLOOR SPACE IN WET -AREA SHOWERS. PREFERRED BY MANY PHYSICALLY DISABLED PEOPLE AND THE l; COMBINATION ROLL-IN/TRANSFER SHOWER STALLS ARE ELDERLY. WATER-RESISTANT SOLID PHENOLIC SEATS ARE REQUIRED IN ALL BUILDINGS WITH MORE THAN 50 ROOMS FD HALL VANDAL-RE515TANT AND MORE SANITARY. j PROVIDING SLEEPING ACCOMMODATIONS (SEE ADAAG 9.1.2), SOAP DISHES ARE NORMALLY PLACED ON THE SAME WALL ASSTORAGE SUCH AS HOTELS, RESORTS MOTELS, INNS, BOARDING THE SHOWER HEAD AND CONTROLS WHERE THEY ARE LEAST I i 5CREENED PORCH FD2 102 103 HOUSES AND DORMITORIES. THEY MUST MEET THE ADAAG LIKELY TO COLLECT STANDING WATER. IT IS RECOMMENDED i 1 108 C.O. �2it �� . it SPECIFICATIONS FOR ROLL -IN SHOWERS AND HAVE A FOLDING THAT THEY BE RECESSED AND MOUNTED 38" TO 48" ABOVE G O ! i 6" - Q 6 COI �6" SHOWER SEAT THAT DOES NOT INTEREFERE WITH WHEELCHAIR THE FINISH FLOOR WHEN INSTALLED IN SHOWER STALLS, OR -- ----------- - - - - - - ACCESS. THEY SHOULD BE MOUNTED BETWEEN THE GRAB BAR AND THE RIM OF THE BATHTUB. SHOWER CURTAINS GENERALLY WORK THE BEST AS ) FNi; TO SEWER LATERAL ENCLOSURES FOR WHEELCHAIR USERS IN ALL TYPES OF i 1i'2" SHOWER INSTALLATIONS. IF OTHER TYPES OF SHOWER I I ENCLOSURES ARE USED, THEY SHOULD FOLD BACK I �I COMPLETELY OUT OF THE WAY SO AS NOT TO OBSTRUCT I TRANSFER TO SHOWER SEATS OR INTERFERE WITH CONTROLS i I I - - _-�`" ri AND THEY MUST NOT INCORPORATE A TRACK ALONG THE RIM lj (T OF BATHTUBS. i i __1 FDF] L MEDICINE CABINETS INSTALLED IN BATHROOMS MUST BE i 1 SIB MOUNTED 50 AT LEAST ONE ACCESSIBLE SHELF 15 NO HIGHER THAN 44 ABOVE THE FINISH FLOOR AND THE BOTTOM EDGE { OF THE MIRROR 15 NOT HIGHER THAN 40" ABOVE THE FINISH I I 1 I FLOOR. i! CANOPY i . I IIII E� I Al I PLUMBING FLOOR PIAN 1 /4"=1'-0a 1 1/4" INCOMING WATER LINE WiT1H PRSEESURE REDUCTION VALVUE (COORDINATE WIT14 WATER COMPANY) THRU CONCRETE FLOOR SLAB GENERAL NOTES 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES AND ORDINANCES PERTAINING TO THE WORK ON THIS PROJECT. 2. ALL LAVORATORIES SHALL BE EQUIPPED WITH TRUBRO LAVOGUARD PIPE COVERS (OR APPROVED EQUAL) PER CODE. 3. ALL FIXTURES, SUPPLIES AND TRIM TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 4. PLUMBING CONTRACTOR SHALL ROUTE NOT AND COLD WATER SUPPLIES TO SERVE ALL FIXTURES INCLUDING POOL EQUIPMENT, SUPPLY PIPING SHALL BE SIZED AND INSTALLED PER CODE. PLUMBING CONTRACTOR SHALL COORDINATE SUPPLIES WITH POOL CONTRACTOR. 5. DOMESTIC WATER PIPING UNDER SLAB SMALL BE TYPE j1K" COPPER WITH COPPER FITTINGS AND INSULATED WITH 1/2" ARMAFLEX AT SLAB PENETRATION. 6. DOMESTIC WATER PIPING ABOVE SLAB SHALL BE TYPE "M" COPPER WITH COPPER FITTINGS. 7. HOT WATER SUPPLIES SHALL BE INSULATED WITH 1/2" ARMAFLEX. 6. PLUMBING CONTRACTORS SHALL COORDINATE ALL OTHER WATER SUPPLIES FOR ICE MACHINES, ETC. WITH OWNER. 1 Y4" WATER LINE TO FIXTURES / EQUIPMENT PER CODE r COORDINATE SITE UTILITIES WIT[ -I BUILDING REQUIREMENTS C. 0. C01 211 N.c. WCI i NOTE: MOUNT 00co TOP OF RIM +17" a.f.f. 311 3" 57c, I411 FD F7uR,, WC2 02 41u S1 21I UR ' a 7 it, 211 I \WC2 FFD —211 1( S 1 I 3n I 6 Sl 6n C.O. — — N2 — — I �— — '� FD 211 1Y211 Y2" SN2 211 1Y211 COl I 2 FD MEN SNl I 5I it WOMEN 105 a 104 I 1Y II 1Y II OUTDOOR - 2 OUTDOOR t1� 516 SHOWER COl C O SNOW ER }�$ \\\\ �nllJui�i, * N0, 4444 STATE OF /�%i '9 'INDIANA •'� \���� ITEC THIS I RAVING AND THE IDEAS, DESIGNS AND CONCEPT . CONTAINED HEREIN ARE THE EXCLUSIVE INTEL[ _CTUAL PROPERTY OF THE SCHNEIDER CORPC WnON, AND ARE NOT TO BE USED OR REPRO[ UCSD, IN WHOLE OR IN PART, WITHOUT THE YRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COF ['RIGHTED BY THE SCHNEIDER CORP. (2001) Schneider THE SCHNEIDER CORPORATION Hist )ric Fort Harrison 890 Otis Avenue Indic napolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317,826.7200 www schneidercorp.com Arctitecture Civil Engineering Envi onmental Engineering Geo echnical Services GIS K LIS Horr e Builder Services Interior Design Lan( Surveying Lan( scape Architecture Trar sportation Engineering `—APPROVED BACKFLOW X DEVICE (WILKINS #g75XL) Z_ LU - -t AIR GAP OL m � O C) TO BACK WASH PIT wLU Z LL W DRAIN O � � Q� z i� o �.� N LLa BACKFLOW PREVENTION DFVICE1 NO SCALE: 0101 COORDINATE SITE UTILITIES WIT[ -I BUILDING REQUIREMENTS C. 0. C01 211 N.c. WCI i NOTE: MOUNT 00co TOP OF RIM +17" a.f.f. 311 3" 57c, I411 FD F7uR,, WC2 02 41u S1 21I UR ' a 7 it, 211 I \WC2 FFD —211 1( S 1 I 3n I 6 Sl 6n C.O. — — N2 — — I �— — '� FD 211 1Y211 Y2" SN2 211 1Y211 COl I 2 FD MEN SNl I 5I it WOMEN 105 a 104 I 1Y II 1Y II OUTDOOR - 2 OUTDOOR t1� 516 SHOWER COl C O SNOW ER }�$ \\\\ �nllJui�i, * N0, 4444 STATE OF /�%i '9 'INDIANA •'� \���� ITEC THIS I RAVING AND THE IDEAS, DESIGNS AND CONCEPT . CONTAINED HEREIN ARE THE EXCLUSIVE INTEL[ _CTUAL PROPERTY OF THE SCHNEIDER CORPC WnON, AND ARE NOT TO BE USED OR REPRO[ UCSD, IN WHOLE OR IN PART, WITHOUT THE YRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COF ['RIGHTED BY THE SCHNEIDER CORP. (2001) Schneider THE SCHNEIDER CORPORATION Hist )ric Fort Harrison 890 Otis Avenue Indic napolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317,826.7200 www schneidercorp.com Arctitecture Civil Engineering Envi onmental Engineering Geo echnical Services GIS K LIS Horr e Builder Services Interior Design Lan( Surveying Lan( scape Architecture Trar sportation Engineering 0 I' I r J J LU ti_ Z OL Z C) Z wLU Z }_ W aw o � � Q� z i� o �.� LLa O O 0 I' I r TAG MANUFACTURER MODEL LAMP NOTES A HUBBELL N448019 (2) F34 CW PROVIDE FIXTURES WITH PLASTIC. OR CORROSION RESISTANT SURFACES B HUBBELL HL8—THID (1) 175W NH 815G REFLECTOR C HUBBELL DAO—S075T1 (1) 75W A19 D HUBBELL MX7 (1) 75W A19 R30W TRIM E THOMAS SL9045 (1) 100W MH i REQ 1510N5 NO. L :5GRIPTION DATE/INIT. a CHECKED BY: _IMC J 0 I I" PONER PLAN DRAWING =11 FS: _Lt E101 LLA Z A 0 O z ZU WLLI aw ZLL �o O- �F- RFS• . ,y * NO, 4444 STATE OF /��' .9 'INDIAN?'.•' /� \\� T r S C RAWING AND THE IDEAS, DESIGNS =P1 , CONTAINED HEREIN ARE THE Ek ELIcCTUAL PROPERTY OF THE SCHNI 'PONATION, AND ARE NOT TO BE USE RODUCED, IN WHOLE OR IN PART, WI' IF WRITTFN ! nmU rNT nr Tur cruniri 07 �chneide E SCHNEIDER CORPORA' t )ric Fort Harrison D Otis Avenue is napolis, IN 46216-1( e )hone: 317.826.7100 c 317.826.7200 w schneidercorp.com -J itecture it Engineering A onmental Engineering D. echnical Services * LIS ,r e Builder Services e! for Design i� Surveying scope Architecture Ir sDortation Fnaineerinn DAiE: PROJECT NO.: 12 '11/03 J DRAWN B': CHECKED BY: _IMC J I I" PONER PLAN DRAWING =11 FS: _Lt E101 LLA Z Z O z wz WLLI aw ZLL �o O- Q w O O DAiE: PROJECT NO.: 12 '11/03 3680.004 DRAWN B': CHECKED BY: _IMC SHEET TI LIGPTING / PONER PLAN DRAWING =11 FS: SHEET NC E101 r a I