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Home My WebLink About16060231 Building Plans 7260 SHADELAND STATION INDIANAPOLIS, IN 46256-3957 TEL 317.547.5580 FAX 317.543.0270 www.structurepoint.com C001 EXISTING LEGEND GRADING NOTES EROSION CONTROL NOTES GENERAL NOTES DEMOLITION NOTES BENCHMARK DATA 7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com 11939 BUILDING UTILITY NOTES SITE NOTES 11939 N. MERIDIAN ST. CARMEL, IN 46033 ISSUANCE INDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS P:\\2014\\00194\\D. Drawings\\Civil\\Construction Documents\\2014.00194.CE.C002.GN.dwg REVISION SCHEDULE NO.DESCRIPTIONDATE DRAWING FILE: DFOSTER EDITED BY: Project Number 2014.00194 5/31/2016 GENERAL NOTES EDIT DATE: 1:2.5849 5/31/2016 4:57 PM C002 PLOT DATE: PLOT SCALE: 7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 ISSUANCE INDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS P:\\2014\\00194\\D. Drawings\\Civil\\Construction Documents\\2014.00194.CE.C003.SPEC.dwg REVISION SCHEDULE NO.DESCRIPTIONDATE DRAWING FILE: DFOSTER EDITED BY: Project Number 2014.00194 5/31/2016 SPECIFICATIONS EDIT DATE: 1:2.5849 5/31/2016 4:58 PM C003 PLOT DATE: PLOT SCALE: EXISTING LEGEND BENCHMARK DATA 7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com LEGAL DESCRIPTION 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 ISSUANCE INDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS P:\\2014\\00194\\D. Drawings\\Civil\\Construction Documents\\2014.00194.CE.C100.XTP.dwg REVISION SCHEDULE NO.DESCRIPTIONDATE DRAWING FILE: DFOSTER EDITED BY: Project Number 2014.00194 5/18/2016 EXISTING EDIT DATE: TOPOGRAPHY 1:2.5849 5/31/2016 4:59 PM C100 PLOT DATE: PLOT SCALE: SHEET KEYNOTESEXISTING LEGEND BENCHMARK DATA 7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com DEMOLITION LEGEND 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 ISSUANCE INDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS P:\\2014\\00194\\D. Drawings\\Civil\\Construction Documents\\2014.00194.CE.C110.DMP.dwg REVISION SCHEDULE NO.DESCRIPTIONDATE DRAWING FILE: DFOSTER EDITED BY: Project Number 2014.00194 5/31/2016 DEMOLITION PLAN EDIT DATE: 1:2.5849 5/31/2016 4:59 PM C110 PLOT DATE: PLOT SCALE: EXISTING LEGEND SITE LEGEND 7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com SHEET KEYNOTES 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 SITE DATA TABLE ISSUANCE INDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS P:\\2014\\00194\\D. Drawings\\Civil\\Construction Documents\\2014.00194.CE.C200.SP.dwg REVISION SCHEDULE NO.DESCRIPTIONDATE DRAWING FILE: DFOSTER EDITED BY: Project Number 2014.00194 5/31/2016 SITE PLAN EDIT DATE: 1:2.5849 5/31/2016 5:00 PM C200 PLOT DATE: PLOT SCALE: EXISTING LEGEND BENCHMARK DATA 7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com GRADING LEGEND 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 ISSUANCE INDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS P:\\2014\\00194\\D. Drawings\\Civil\\Construction Documents\\2014.00194.CE.C300.GP.dwg REVISION SCHEDULE NO.DESCRIPTIONDATE DRAWING FILE: DFOSTER EDITED BY: Project Number 2014.00194 5/31/2016 GRADING PLAN EDIT DATE: 1:2.5849 5/31/2016 5:01 PM C300 PLOT DATE: PLOT SCALE: 7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 ISSUANCE INDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS P:\\2014\\00194\\D. Drawings\\Civil\\Construction Documents\\2014.00194.CE.C310.SDT.dwg REVISION SCHEDULE NO.DESCRIPTIONDATE DRAWING FILE: DFOSTER EDITED BY: Project Number 2014.00194 5/18/2016 STORM SEWER EDIT DATE: STRUCTURE DATA TABLE 1:2.5849 5/31/2016 5:01 PM C310 PLOT DATE: PLOT SCALE: EXISTING LEGEND BENCHMARK DATA 7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com UTILITY LEGEND 11939 BUILDING SHEET KEYNOTES 11939 N. MERIDIAN ST. CARMEL, IN 46033 ISSUANCE INDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS P:\\2014\\00194\\D. Drawings\\Civil\\Construction Documents\\2014.00194.CE.C400.UP.dwg REVISION SCHEDULE NO.DESCRIPTIONDATE DRAWING FILE: DFOSTER EDITED BY: Project Number 2014.00194 5/31/2016 UTILITY PLAN EDIT DATE: 1:2.5849 5/31/2016 5:02 PM C400 PLOT DATE: PLOT SCALE: EXISTING LEGEND BENCHMARK DATA 7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com EROSION CONTROL LEGEND 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 ISSUANCE INDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS P:\\2014\\00194\\D. Drawings\\Civil\\Construction Documents\\2014.00194.CE.C500.ECP.dwg REVISION SCHEDULE NO.DESCRIPTIONDATE DRAWING FILE: DFOSTER EDITED BY: Project Number 2014.00194 5/18/2016 EROSION CONTROL EDIT DATE: PLAN 1:2.5849 5/31/2016 5:03 PM C500 PLOT DATE: PLOT SCALE: 7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 ISSUANCE INDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS P:\\2014\\00194\\D. Drawings\\Civil\\Construction Documents\\2014.00194.CE.C510.SWPPP.dwg REVISION SCHEDULE NO.DESCRIPTIONDATE DRAWING FILE: DFOSTER EDITED BY: Project Number 2014.00194 5/31/2016 STORMWATER EDIT DATE: POLLUTION PREVENTION PLAN 1:2.5849 5/31/2016 5:04 PM C510 PLOT DATE: PLOT SCALE: 7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 ISSUANCE INDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS P:\\2014\\00194\\D. Drawings\\Civil\\Construction Documents\\2014.00194.CE.C520-C522.ECD.dwg REVISION SCHEDULE NO.DESCRIPTIONDATE DRAWING FILE: DFOSTER EDITED BY: Project Number 2014.00194 5/18/2016 EROSION CONTROL EDIT DATE: DETAILS 1:2.5849 5/31/2016 5:04 PM C520 PLOT DATE: PLOT SCALE: 7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 ISSUANCE INDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS P:\\2014\\00194\\D. Drawings\\Civil\\Construction Documents\\2014.00194.CE.C520-C522.ECD.dwg REVISION SCHEDULE NO.DESCRIPTIONDATE DRAWING FILE: DFOSTER EDITED BY: Project Number 2014.00194 5/18/2016 EROSION CONTROL EDIT DATE: DETAILS 1:2.5849 5/31/2016 5:04 PM C521 PLOT DATE: PLOT SCALE: 7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 ISSUANCE INDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS P:\\2014\\00194\\D. Drawings\\Civil\\Construction Documents\\2014.00194.CE.C520-C522.ECD.dwg REVISION SCHEDULE NO.DESCRIPTIONDATE DRAWING FILE: DFOSTER EDITED BY: Project Number 2014.00194 5/18/2016 EROSION CONTROL EDIT DATE: DETAILS 1:2.5849 5/31/2016 5:04 PM C522 PLOT DATE: PLOT SCALE: 7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 ISSUANCE INDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS P:\\2014\\00194\\D. Drawings\\Civil\\Construction Documents\\2014.00194.CE.C600-C602.SD.dwg REVISION SCHEDULE NO.DESCRIPTIONDATE DRAWING FILE: DFOSTER EDITED BY: Project Number 2014.00194 5/31/2016 SITE DETAILS EDIT DATE: 1:2.5849 5/31/2016 5:05 PM C600 PLOT DATE: PLOT SCALE: 7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 ISSUANCE INDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS P:\\2014\\00194\\D. Drawings\\Civil\\Construction Documents\\2014.00194.CE.C600-C602.SD.dwg REVISION SCHEDULE NO.DESCRIPTIONDATE DRAWING FILE: DFOSTER EDITED BY: Project Number 2014.00194 5/31/2016 SITE DETAILS EDIT DATE: 1:2.5849 5/31/2016 5:05 PM C601 PLOT DATE: PLOT SCALE: 7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 ISSUANCE INDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS P:\\2014\\00194\\D. Drawings\\Civil\\Construction Documents\\2014.00194.CE.C600-C602.SD.dwg REVISION SCHEDULE NO.DESCRIPTIONDATE DRAWING FILE: DFOSTER EDITED BY: Project Number 2014.00194 5/31/2016 SITE DETAILS EDIT DATE: 1:2.5849 5/31/2016 5:05 PM C602 PLOT DATE: PLOT SCALE: 7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 ISSUANCE INDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS P:\\2014\\00194\\D. Drawings\\Civil\\Construction Documents\\2014.00194.CE.C610.SAN_SPEC.dwg REVISION SCHEDULE NO.DESCRIPTIONDATE DRAWING FILE: DFOSTER EDITED BY: Project Number 2014.00194 5/18/2016 CTRWD SANITARY EDIT DATE: SPECIFICATIONS 1:2.5849 5/31/2016 5:05 PM C610 PLOT DATE: PLOT SCALE: 7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 ISSUANCE INDEX DATE: 12/22/2015 PROJECT PHASE: CONSTRUCTION DOCUMENTS P:\\2014\\00194\\D. Drawings\\Civil\\Construction Documents\\2014.00194.CE.C620.SPEC.dwg REVISION SCHEDULE NO.DESCRIPTIONDATE DRAWING FILE: DFOSTER EDITED BY: Project Number 2014.00194 5/18/2016 CITY OF CARMEL EDIT DATE: SPECIFICATIONS 1:2.5849 5/31/2016 5:06 PM C620 PLOT DATE: PLOT SCALE: AA.5BB.5CC.4DD.6EE.5FF.5GG.5H 1 1.4 1.5 UP 2 2.6 2.8 Group 3 3.23.2 3.4 Perfection 2649 COMMERCE BOULEVARDCINCINNATI, OHIO 45241513-772-7545 PHONE513-326-2380 FAXwww.perfectiongroup.com 3.8 4 AA.5BB.5CC.5D.1D.2D.5EE.5FF.5GG.5H M-1 AA.5BB.5CC.4DD.6EE.5FF.5GG.5H 1 1.4 1.5 UP DN UP 2 UP DN 2.8 Group 3 3.2 Perfection 2649 COMMERCE BOULEVARDCINCINNATI, OHIO 45241513-772-7545 PHONE513-326-2380 FAXwww.perfectiongroup.com 4 C.5D.1D.2D.6E M-2 AA.5BB.5CC.4DD.6EE.5FF.5GG.5H 1 1.4 1.5 DN DN 2 DN 2.8 Group 3 3.2 Perfection 2649 COMMERCE BOULEVARDCINCINNATI, OHIO 45241513-772-7545 PHONE513-326-2380 FAXwww.perfectiongroup.com 4 D.7 C.5D.1D.2E M-3 AA.5BB.5CC.4DD.6EE.5FF.5GG.5H 1 1.4 10' 1.5 4' 6' 4' 4' 2 6' 4' 10' 10' 4' 2.6 6' 2.8 4' Group 3 3.4 Perfection 2649 COMMERCE BOULEVARDCINCINNATI, OHIO 45241513-772-7545 PHONE513-326-2380 FAXwww.perfectiongroup.com AA.5BB.5CD.1EE.5FF.5GG.5H C.5 M-4 Group Perfection 2649 COMMERCE BOULEVARDCINCINNATI, OHIO 45241513-772-7545 PHONE513-326-2380 FAXwww.perfectiongroup.com M-5 DIVISION 22 SPECIFICATIONS SYMBOL DESCRIPTIONS ARE SUBJECT TO MODIFICATION ON THE DRAWINGS. DIVISION 22 - PLUMBING CONTINUED DIVISION 22 - PLUMBING NOT ALL SYMBOLS USED ON THIS PROJECT. 15. INSULATE WATER PIPING WITH ONE OF THE FOLLOWING: 1. ALL MATERIAL, EQUIPMENT, AND INSTALLATION PRACTICES SHALL COMPLY WITH STATE AND LOCAL BUILDING AND BOARD OF HEALTH, a. COLD WATER - ALL SIZES: NFPA, AND OSHA CODES AND UTILITY REQUIREMENTS. GENERAL SYMBOLS: PLUMBING ABBREVIATIONS: 1) 1/2" THICK, LIGHT DENSITY GLASS FIBER FORMED PIPE INSULATION WITH VAPOR BARRIER JACKET. 2. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. b. HOT WATER - 1.5-INCH AND SMALLER: AFF ABOVE FINISHED FLOOR 1) 1" THICK, LIGHT DENSITY GLASS FIBER FORMED PIPE INSULATION WITH VAPOR BARRIER JACKET.1PLAN NOTE 3. ALL MATERIAL AND EQUIPMENT SHALL BE NEW. c. THERMAL CONDUCTIVITY (K): 0.30 BTU-IN/HR-FT2-OF AVERAGE MAXIMUM, AT 150 DEG F MEAN TEMPERATURE.I AFG ABOVE FINISHED GRADE d. INSTALL SHEET METAL SHIELDS AT ALL PIPE HANGERS. 4. THIS CONTRACTOR SHALL PAY FOR ALL CUTTING AND PATCHING REQUIRED FOR THE INSTALLATION OF THEIR WORK. AHU AIR HANDLING UNIT 1 REVISION 16. INSULATE STORM PIPE IN IT'S ENTIRETY FROM ROOF DRAIN TO THE FIRST FLOOR SLAB WITH THE FOLLOWING, INSULATE AD ACCESS DOOR 5. SUBMIT SHOP DRAWINGS ON MATERIALS AND EQUIPMENT PROPOSED TO BE FURNISHED ON THE PROJECT FOR REVIEW AND APPROVAL ROOF DRAIN BODY. BY THE ENGINEER AND OWNER. SUBMIT IN TIMELY FASHION ALLOWING TWO WEEKS FOR CHECKING AND PROCESSING. THE AV ACID VENT a. 1" THICK, LIGHT DENSITY GLASS FIBER FORMED PIPE INSULATION WITH VAPOR BARRIER JACKET. A CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR DELAYS INCURRED DUE TO REJECTED ITEMS. THE CONTRACTOR SHALL RESUBMIT ON DETAIL BUBBLE c. THERMAL CONDUCTIVITY (K): 0.30 BTU-IN/HR-FT2-OF AVERAGE MAXIMUM, AT 150 DEG F MEAN TEMPERATURE. AW ACID WASTE M-501 ITEMS REJECTED UNTIL APPROVAL IS GIVEN. PROVIDE A COVER SHEET WITH EACH SUBMITTAL WITH ROOM FOR THE CONTRACTOR'S d. INSTALL SHEET METAL SHIELDS AT ALL PIPE HANGERS. REVIEW STAMP AND THE ENGINEER'S REVIEW STAMP. INCLUDE PROJECT NAME, PROJECT LOCATION, NAME OF CONTRACTOR, SUPPLIER, BDD BACK DRAFT DAMPER OWNER, ARCHITECT, AND ENGINEER, AND ARCHITECTS/ENGINEERS COMMISSION NUMBER(S). 16. ALL POTABLE WATER LINES ABOVE SLAB ON GRADE SHALL BE TYPE "L" HARD COPPER PIPE WITH WROUGHT FITTINGS, JOINTS MADE BHP BRAKE HORSEPOWER VALVES & FITTINGS: WITH "STAYSAFE" SOLDER. BLDG BUILDING 6. WARRANTY: FURNISH IN WRITING A ONE (1) YEAR GUARANTEE FROM THE DATE OF SUBSTANTIAL COMPLETION THAT MATERIALS AND WORK ARE FREE FROM DEFECTS AND FAULTY WORKMANSHIP, AND THAT DEFECTIVE MATERIALS OR WORK WILL BE REPAIRED OR 17. ALL POTABLE WATER LINES BELOW SLAB ON GRADE SHALL BE ONE OF THE FOLLOWING: GATE VALVE BOD BOTTOM OF DUCT REPLACED WITHOUT ADDITIONAL COST TO THE OWNER. PROVIDE CERTIFICATES OF WARRANTY FOR EQUIPMENT HAVING SPECIAL a. TYPE "K" SOFT COPPER TUBE. USE CONTINUOUS LENGTHS OF TUBING BELOW SLAB AND INSTALL ALL FITTINGS ABOVE SLAB TO BOP BOTTOM OF PIPE PREVENT JOINTS BELOW SLAB ON GRADE. WARRANTIES AND WHERE WARRANTIES EXCEED THE ONE (1) YEAR TIME PERIOD. BALL VALVE BOS BOTTOM OF STEEL 18. DISINFECT ALL DOMESTIC HOT AND COLD WATER LINES BY MEANS OF CHLORINATION UPON COMPLETION OF THE SYSTEM, AND BEFORE 7. LOCATION OF ALL PIPING, FIXTURES AND EQUIPMENT ARE APPROXIMATE ONLY AND MAY BE CHANGED TO MEET 9100 Keystone Crossing, Suite 200 BTU BRITISH THERMAL UNIT USE. AFTER CHLORINATION, OPEN ALL VALVES AND FLUSH WITH CLEAN WATER FOR TEN MINUTES OR UNTIL DISCHARGE MEASURES A BUTTERFLY VALVE ARCHITECTURAL AND STRUCTURAL FIELD CONDITIONS AS REQUIRED AND AS APPROVED BY THE ARCHITECT/ENGINEER. VERIFY ALL Indianapolis, Indiana 46240 RESIDUAL OF A MAXIMUMOF 0.5 PARTS PER MILLION OF CHLORINE. FURNISH THE ENGINEER AND OWNER WITH A CERTIFICATE OF DIMENSIONS FROM ARCHITECTURAL PLANS AND WITH FIELD MEASUREMENTS. CFH CUBIC FEET PER HOUR TEL 317.810.4141 | FAX 317.810-4140 COMPLIANCE. CHECK VALVE www.applied-e-s.com 8. UNIONS AND VALVES SHALL BE PROVIDED AT PIPING CONNECTIONS TO ALL EQUIPMENT. CO CLEANOUT 19. INSTALL WATER SUPPLY PIPING SO THERE IS NO POSSIBILITY OF CROSS CONNECTION BETWEEN WATER SUPPLY AND WASTE, DRAINAGE, CW DOMESTIC COLD WATER 9. ALL CONNECTIONS BETWEEN DISSIMILAR PIPE MATERIALS SHALL BE MADE WITH "EPCO" FITTINGS TO PREVENT GALVANIC ACTION. GLOBE VALVE OR SOIL LINES. D CONDENSATE/DRAIN 10. INSTALL PIPING TO ALLOW SERVICING OF EQUIPMENT WITHOUT AFFECTING PIPING SYSTEMS. 20. SANITARY WASTE, VENT AND STORM PIPING SYSTEMS: PROVIDE AND INSTALL ONE OF THE FOLLOWING: VALVE IN VERTICAL PIPE DB DRY BULB 11. PROVIDE CHROME PLATED ESCUTCHEONS AT ALL EXPOSED PIPING PENETRATIONS OF FLOORS, CEILINGS, AND WALLS. a. SERVICE WEIGHT CAST IRON NO-HUB SOIL PIPE AND FITTINGS WITH FM STYLE STAINLESS STEEL NO-HUB COUPLINGS. DCV DOUBLE CHECK VALVE CONTROL VALVE b. DWV PVC PIPING AND FITTINGS, EXCEPT FOR INSTALLATIONS WITHIN RETURN OR SUPPLY AIR PLENUMS. DIA DIAMETER 12. HANGERS AND SUPPORTS: PROVIDE PIPE SUPPORT BY INDIVIDUAL CLEVIS OR PEAR TYPE HANGER. TRAPEZE HANGERS MAY BE USED 1. CELLUCORE PVC DWV NOT ALLOWED. TO SUPPORT GROUPED PIPING, SPACING AS REQUIRED FOR THE SMALLEST PIPE SIZE OR MINIMUM SPACING REQUIRED. SIZE HANGERS DN DOWN REDUCED PRESSURE BACKFLOW PREVENTER c. DWV COPPER PIPE AND FITTINGS FOR 1 1/2" AND SMALER. DO NO USE AS BRANCH WASTE SERVING A URINAL. TO ALLOW FOR PIPE INSULATION WITHOUT COMPRESSING OR PENETRATING INSULATION. INSTALL HANGERS PER MSS SP-69 AND DWH DOMESTIC WATER HEATER SP-89 RECOMMENDATIONS. INSTALL SUPPORTS WITH MAXIMUM SPACING COMPLYING WITH MSS SP-69 AND PER THE FOLLOWING: 21. INSTALL ALL HORIZONTAL SANITARY AND STORM PIPE WITH A SLOPE OF 1/4" PER FOOT. INDICATED FLOW DIRECTION FD FLOOR DRAIN a. STEEL TUBE 22. PLUMBING FIXTURES: ASSEMBLE PLUMBING FIXTURES, TRIM, FITTINGS, AND OTHER COMPONENTS ACCORDING TO MANUFACTURERS' FS FLOOR SINK PIPE DIAMETERSPACINGSUPPORT ROD DIAMETER WRITTEN INSTRUCTIONS. FOR WALL-HANGING FIXTURES, INSTALL OFF-FLOOR SUPPORTS AFFIXED TO BUILDING SUBSTRATE. 1/4" THROUGH 1" 8 FT. HORIZ. 1/4" EL ELEVATION a. USE CARRIER SUPPORTS WITH WASTE FITTING AND SEAL FOR BACK-OUTLET FIXTURES. ALL SIZES 10 FT. VERT b. USE CARRIER SUPPORTS WITHOUT WASTE FITTING FOR FIXTURES WITH TUBULAR WASTE PIPING. EXIST EXISTING b. STEEL AND DUCTILE IRON PIPE LINE BREAK c. USE CHAIR-TYPE CARRIER SUPPORTS WITH RECTANGULAR STEEL UPRIGHTS FOR ACCESSIBLE FIXTURES. PIPE DIAMETERSPACINGSUPPORT ROD DIAMETER FCO FLOOR CLEANOUT 1/2" THROUGH 1" 7 FT. HORIZ. 1/4" 23. INSTALL FIXTURES DESIGNATED FOR USE BY THE HANDICAPPED PER REQUIREMENTS OF ICC A117.1, "ACCESSIBLE AND USABLE PIPE ELBOW UP (RISER) FLA FULL LOAD AMPS 1 1/4" 7 FT. HORIZ 3/8" BUILDINGS AND FACILITIES"\[; PUBLIC LAW 90-480, "ARCHITECTURAL BARRIERS ACT"; AND PUBLIC LAW 101-336, "AMERICANS WITH G / NG GAS / NATURAL GAS 1 1/2" 8 FT. HORIZ. 3/8" DISABILITIES ACT"; \] ABOUT PLUMBING FIXTURES FOR PEOPLE WITH DISABILITIES. INSTALL TRIP LEVER OF TANK-TYPE WATER CLOSETS,PIPE ELBOW DOWN 2" 10 FT. HORI 3/8" HB HOSE BIBB FLUSHOMETER VALVES OF WATER CLOSETS AND URINALS WITH LEVER HANDLE ON THE WIDE SIDE OF FIXTURE COMPARTMENT 11939 BUILDING 2 1/2" 11 FT. HORI 1/2" DEISGNATED AS AN ACCESSIBLE FIXUTRE FOR THE HANDICAPPED. PIPE TEE DOWN HKSP HOUSEKEEPING 3" 12 FT. HORI 1/2" 24. INSTALL FIXTURES LEVEL AND PLUMB ACCORDING TO MANUFACTURERS' WRITTEN INSTRUCTIONS AND ROUGHING-IN DRAWINGS. 4" THROUGH 5" 12 FT. HORIZ. 5/8" HW DOMESTIC HOT WATER CAP OR PLUG 11939 N. MERIDIAN ST. 6" 12 FT. HORIZ. 3/4" IE INVERT ELEVATION 25. INSTALL WATER-SUPPLY PIPING WITH STOP ON EACH SUPPLY TO EACH FIXTURE TO BE CONNECTED TO WATER DISTRIBUTION PIPING. 8" THROUGH 12" 12 FT. HORIZ. 7/8" ATTACH SUPPLIES TO SUPPORTS OR SUBSTRATE WITHIN PIPE SPACES BEHIND FIXTURES. INSTALL STOPS IN LOCATIONS WHERE THEY REDUCER, CONCENTRIC CARMEL, IN 46033 JS JANITOR SINK ALL SIZES 15 FT. VERT. CAN BE EASILY REACHED FOR OPERATION. c. COPPER PIPE L / LAV LAVATORY REDUCER, ECCENTRIC PIPE DIAMETERSPACINGSUPPORT ROD DIAMETER 26. ALL SUPPLY PIPING LOCATED BELOW PLUMBING FIXTURES SHALL BE CHROME PLATED. MB MOP BASIN 1/2" THROUGH 27. ACCEPTABLE MANUFACTURERS: 1" THROUGH 1 1/4" 6 FT. HORIZ. 3/8" FLANGESNC NORMALLY CLOSED a. STAINLESS STEEL FIXTURES: AMERICAN STANDARD, EKLAY, JUST, KOHLER, WILLOUGHBY, OR APROVED EQUAL. 1 1/2" THROUGH 2" 8 FT. HORIZ. 3/8" NO NORMALLY OPEN b. FAUCETS: AMERICAN STANDARD, CHICAGO, DELTA, KOHLER, OR APPROVED EQUAL. 2 1/2" 9 FT. HORIZ. 1/2" UNION c. FLOOR AND ROOF DRAINS, CLEANOUTS, FIXTURE CARRIERS, INTERCEPTORS: ANCON, JOSAM, SMITH, WADE, ZURN, OR APPROVED OFD/ORD OVER FLOW DRAIN/OVERFLOW ROOF DRAIN 3" THROUGH 5" 10 FT. HORIZ. 1/2" EQUAL. 6" 10 FT. HORIZ. 5/8" OI OIL INTERCEPTOR MMETER 8" 10 FT. HORIZ. 3/4" PHW PROCESS HOT WATER ALL SIZES 10 FT. VERT. FDFLOOR DRAIN d. PVC PIPE PIV POST INDICATING VALVE PIPE DIAMETERSPACINGSUPPORT ROD DIAMETER PSIA POUNDS PER SQUARE INCH ABSOLUTE 1/2" THROUGH 2" 4 FT. HORIZ. 3/8" GAUGE 2 1/2" THROUGH 3 1/2" 4 FT. HORIZ. 1/2" PSIG POUNDS PER SQUARE INCH GAUGE 4" THROUGH 5" 4 FT. HORIZ. 5/8" RD ROOF DRAIN 6" 4 FT. HORIZ. 3/4" THERMOMETER RO REVERSE OSMOSIS 8" 4 FT. HORIZ. 7/8" ALL SIZES 4 FT. VERT. RPBP REDUCED PRESSURE BACKFLOW PREVENTER e. SUPPORT CAST IRON SOIL PIPE AT EACH PIPE COUPLING AND CHANGE OF DIRECTION. SAN SANITARY PIPING DESIGNATIONS: 13. PAINT STEEL PIPE, SUPPORTS, AND ANCHORS AND WOOD SUPPORTS INSTALLED IN EXPOSED EXTERIOR LOCATIONS WITH ONE COAT OF SI SEDIMENT INTERCEPTOR RUST INHIBITOR PRIMER AND A FINAL COAT OF ENAMEL PAINT. PAINT ELASTOMERIC FOAM INSULATION INSTALLED IN EXPOSED NEW PIPING SK SINK EXTERIOR LOCATIONS WITH TWO COATS OF UV RESISTANT PAINT AS RECOMMENDED BY INSULATION MANUFACTURER. PIPE SLOPES IN DIRECTION OF ARROW SS STAINLESS STEEL CERTIFIED BY 14. APPROVED MANUFACTURERS: ST STORM WATER a. HANGERS AND SUPPORTS: B-LINE, GRINELL, OR APPROVED EQUAL. DOMESTIC COLD WATER b. FIBERGLASS INSULATION (PIPE AND DUCT): KNAUF, OR APPROVED TD TRENCH DRAIN c. VALVES: CRANE, HAMMOND, JAMESBURY, KEYSTONE, MUELLER, NIBCO, RED AND WHITE, STOCKHAM, VICTAULIC, WATTS, OR DOMESTIC HOT WATER APPROVED EQUAL. TMV THERMOSTATIC MIXING VALVE UR URINAL DOMESTIC HOT WATER RETURN ISSUANCE INDEX US UTILITY SINK DATE: V SANITARY VENT 5/16/2016 VTR VENT THROUGH ROOF PROJECT PHASE: W WASTE WWASTE PIPING WC WATER CLOSET CONSTRUCTION DOCUMENTS WCO WALL CLEANOUT STSTORM PIPING WH WALL HYDRANT SANITARY VENT REVISION SCHEDULE DINDIRECT DRAIN NO.DESCRIPTIONDATE LSLAWN SPRINKLER GENERAL NOTES: 1.VERIFY CONDITIONS IN THE FIELD PRIOR TO BUILDING AND BEFORE BEGINNING WORK. 2.REVIEW THE WORK OF OTHER TRADES, COORDINATE AND PLAN WORK WITH THE OTHER TRADES AND OWNER. ADJUST AS A RESULT OF COORDINATION. 3.STORE EQUIPMENT AND COMPONENTS IN A CLEAN, DRY LOCATION UNTIL READY FOR INSTALLATION. PROTECT FROM WEATHER, DIRT, WATER, AND CONSTRUCTION DEBRIS, ETC. AT ALL TIMES. ANY DAMAGED EQUIPMENT OR COMPONENTS SHALL BE RESTORED AS NEW OR REPLACED. 4.PATCH WALLS, FLOORS, CEILINGS, COLUMNS, ROOF PENETRATIONS, ETC. WHERE ITEMS ARE REMOVED TO MATCH ADJACENT SURFACES. 5.DRAWINGS SHOW THE INTENDED ARRANGEMENT AND ROUTING OF ALL PIPING, EQUIPMENT, AND APPURTENANCES. THEY SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. Project Number 16-034 6.CLEAN ALL EQUIPMENT TO PRESENT A "LIKE NEW" CONDITION AT PROJECT COMPLETION. PLUMBING SYMBOLS 7.OFFSET PIPING AROUND ELECTRICAL PANELS TO PROVIDE CLEARANCES AS ABBREVIATIONS AND REQUIRED BY THE NATIONAL ELECTRICAL CODE. SPECIFICATIONS P001 3/24/2016 1:33:22 PM 1 2"W STUB & CAP ON DOUBLE WYE 1 3" W 3" W 4" W 4" W IE = FF - 2.50' CO COCOCOCOCO 6"W, IE = FF - 7.50' EXTERIOR CO 2 1.4 11111 4" W EXTERIOR CO 3" V 4" W 9100 Keystone Crossing, Suite 200 3" V Indianapolis, Indiana 46240 TEL 317.810.4141 | FAX 317.810-4140 www.applied-e-s.com 4"W STACK 4"V UP 4"V UP 6"ST FROM ABOVE 2 6"ST FROM ABOVE 3" W 3"W STACK 3" V 3" V FROM ABOVE WH FD-1 IE = FF - 6.50' 4" W 2" W 3" W 3" W 4" W 3" INCOMING DOMESTIC MB EXTERIOR CO COCOCOCOCO 1 1/2"V UP WATER SERVICE & UP 3" W 4" W 4" W STACK4" W 111113 FROM ABOVE 4" W IE = FF - 1.91' 2 4" V STACK UP FD-2 4" W CO 2.6 2" W FROM FD-2 ABOVE 2" IRRIGATION 2"W STUB & CAP WATER FROM ON DOUBLE WYE 11939 BUILDING 8" ST ABOVE 2.8 4"WET VENT 8" ST WC 2" IRRIGATION FD-1FD-1 WATER, 2' BELOW 11939 N. MERIDIAN ST. 2" WWC WC 2" W EXTERIOR GRADE CARMEL, IN 46033 3"V UP 4" W WC WC 3 4"ST FROM ABOVE EXTERIOR CO EXTERIOR CO 3.2 3.4 C.4 8"ST, IE = FF - 3.50' 2 2 8"ST, IE = FF - 3.50' 4" ST 3.8 EXTERIOR CO 4 2 4"ST, IE = FF - 3.50' CERTIFIED BY P.1P.2P.3 AA.5BB.5CC.5DD.1D.2D.5D.6EE.5FF.5GG.5H ISSUANCE INDEX UNDERSLAB PLUMBING PLAN DATE: Scale: 3/32" = 1'-0" GENERAL NOTES: 5/16/2016 1.SEE DRAWING P001 FOR GENERAL NOTES, LEGENDS, AND PROJECT PHASE: SPECIFICATIONS. CONSTRUCTION DOCUMENTS 2.SEE DRAWING P501 FOR DETAILS. 3.SEE DRAWING P601 FOR SCHEDULES. 4.SEE DRAWING P701 FOR ISOMETRIC. REVISION SCHEDULE NO.DESCRIPTIONDATE PLAN NOTES: 1 2" W STUB AND CAP ON DOUBLE SANITARY TEE, IE AT FF - 2.25'. SEE DETAIL C/P501. 2SEE CIVIL SITE UTILITY DRAWINGS FOR CONTINUATION. 2"W STUB AND CAP ON DOUBLE ELL, IE AT FF - 2.25'. 3 Project Number 16-034 UNDERSLAB PLUMBING PLAN P301 5/16/2016 1:58:34 PM WH-1 1 3/4"CW DROP FCO EXTERIOR COFCOFCOFCOFCO FCO 1.4 EXTERIOR CO 3/4" CW 4"V FROM 9100 Keystone Crossing, Suite 200 BELOW & Indianapolis, Indiana 46240 UP TEL 317.810.4141 | FAX 317.810-4140 www.applied-e-s.com 4"V FROM BELOW & 1717 3" V UP 3/4" CW 1 1/4" CW3" CW3" CW 1 1/4" CW 17 18 18 3" CW 18 3" W CO CO CO WCO WCOWCO 2 3" W 3" W3" W3" W 3" W 12 WH-1 13 143" W 18 1818 4"W FROM 6"ST FROM 3" V 18 176"ST FROM17 3" CW TMV-1 ABOVE & 786 ABOVE & 3/4"CW DROP ABOVE & DOWNDWH-1 WH DOWN 1 1/4" CW DOWN FD-1 MB-1 10 9 16 EXTERIOR COFCOFCOFCO FCO1511FCO 3" CW 20 EWC-1 21 1" HW 3" CW 3 WH-1 FD-2 WCO 4 FCO B F P BFPBFP 2.6 RPBP-1 RPBP-3 22 FD-2 L-1 L-1 11939 BUILDING RPBP-2 L-1L-1 2.8 1 13 WC-1 UR-1 13 11939 N. MERIDIAN ST. FD-1FD-1 3/4" CW 17 WC-1WC-1 CARMEL, IN 46033 2 5 3"CW UP WC-2WC-2 3/4"CW DROP 4"V STACK UP 3 4"ST FROM 23 ABOVE & EXTERIOR CO DOWN WH-1 EXTERIOR CO 3.2 3.4 C.4 3" ST 19 3.8 EXTERIOR CO 4 CERTIFIED BY P.1P.2P.3 AA.5BB.5CC.5DD.1D.2D.5D.6EE.5FF.5GG.5H ISSUANCE INDEX DATE: FIRST FLOOR PLUMBING PLAN GENERAL NOTES: 5/16/2016 Scale: 3/32" = 1'-0" 1.SEE DRAWING P001 FOR GENERAL NOTES, LEGENDS, AND PROJECT PHASE: SPECIFICATIONS. CONSTRUCTION DOCUMENTS 2.SEE DRAWING P501 FOR DETAILS. 3.SEE DRAWING P601 FOR SCHEDULES. 4.SEE DRAWING P701 FOR ISOMETRIC. REVISION SCHEDULE NO.DESCRIPTIONDATE PLAN NOTES: 151/2"HW AND 1/2"CW DROP TO FIRST FLOOR MB.14" WET V DOWN SERVING FIRST FLOOR FIXTURES. 4" WET V FROM ABOVE SERVING SECOND FLOOR FIXTURES ABOVE. 163"W DOWN FOR FIRST FLOOR MB. 2 3"V FROM BELOW SERVICE FIRST FLOOR FIXTURES. 3"V UP SERVING SECOND FLOOR 17 3/4"CW STUB AND VALVE FOR FUTURE CONNECTION.FIXTURES ABOVE. 2"W STUB AND CAP FOR FUTURE CONNECTION ON DOUBLE WYE.4"W FROM ABOVE AND DOWN (SEE ISOMETRIC 1/P701); 2"CW DROP AND 3"CW UP; 1/2"HW 18 3 DROP AND 3/4"HW UP; HEADER 2"CW AND 3/4"HW IN CHASE AND CONNECT TO ALL 194"ST FROM RD AND ORD ABOVE.FIXTURES. 203" INCOMING WATER SERVICE FROM BELOW. WATER METER LOCATION. SEE DIAGRAM2"W DOWN. 4 B/P701. 4"W DOWN SERVING SERVING FIRST FLOOR WC; 4"W FROM ABOVE SERVING SECOND 5 2" IRRIGATION WATER DOWN. SEE DIAGRAM B/P701.FLOOR WC. TYPICAL AT EACH WC. 21 3/4"CW DROP, VALVE AT 60" AFF.1/2"CW UP AND 2"V UP. 22 6 WHA-C LOCATION.3"W DOWN. 23 7 Project Number 16-034 3"W FROM ABOVE. 8 3/4"HW AND 3/4"CW UP TO MB'S ABOVE. 9 FIRST FLOOR 101/2"CW DROP TO EWC'S. PLUMBING PLAN 113"W FROM ABOVE AND 1 1/2"V UP SERVING MB ON SECOND FLOOR ABOVE. 12 1 1/2"V FROM BELOW SERVING FIRST FLOOR MB. 13 2"W SERVING FD ON SECOND FLOOR ABOVE. 14 1"CW DROP TO AND 1"HW RISE FROM DWH-1 AND TMV-1. PROVIDE SHELF/MOUNTING HARDWARE AND MOUNT WATER HEATER AS HIGH AS POSSIBLE. P302 5/16/2016 1:58:35 PM 1 1.4 4"V FROM BELOW & UP 10 3" V 4"V FROM 10 9100 Keystone Crossing, Suite 200 10BELOW & UP Indianapolis, Indiana 46240 1 1/4" CW 11 11 11 TEL 317.810.4141 | FAX 317.810-4140 1 1/4" CW www.applied-e-s.com CO CO CO 2 4"W DOWN 3" V 4 4" W4" W4" W4" W 3" W3" W 1111 10 11 811 10 3" W 6"ST FROM 6"ST FROM 6 MB-1 ABOVE & ABOVE & DOWN DOWN FD-3 9 EWC-1 1 1/2" CW 7 3 2.6 L-1L-1 L-1 L-1 2.8 1 WC-1 4 UR-1 4 FD-3 FD-3 11939 BUILDING WC-1WC-1 10 25 WC-2WC-2 11939 N. MERIDIAN ST. 4"V STACK FROM CARMEL, IN 46033 BELOW & UP 3 4"ST FROM 23 ABOVE & DOWN 3.2 3.4 C.4 ORD-1 RD-1 3.8 4 P.1P.2P.3 AA.5BB.5CC.5DD.1D.2D.5D.6EE.5FF.5GG.5H CERTIFIED BY SECOND FLOOR PLUMBING PLAN Scale: 3/32" = 1'-0" ISSUANCE INDEX DATE: GENERAL NOTES: 5/16/2016 PROJECT PHASE: 1.SEE DRAWING P001 FOR GENERAL NOTES, LEGENDS, AND SPECIFICATIONS. CONSTRUCTION DOCUMENTS 2.SEE DRAWING P501 FOR DETAILS. 3.SEE DRAWING P601 FOR SCHEDULES. 4.SEE DRAWING P701 FOR ISOMETRIC. REVISION SCHEDULE NO.DESCRIPTIONDATE PLAN NOTES: 1 4" WET V DOWN SERVING SECOND FLOOR FIXTURES. 4" WET V FROM ABOVE SERVING THIRD FLOOR FIXTURES ABOVE. 3"V FROM BELOW SERVICE SECOND FLOOR FIXTURES. 3"V UP SERVING THIRD FLOOR 2 FIXTURES ABOVE. 4"W FROM ABOVE AND DOWN (SEE ISOMETRIC 1/P701); 3"CW FROM BELOW AND 2"CW UP; 3 3/4"HW FROM BELOW AND 3/4"HW UP; HEADER 2"CW AND 3/4"HW IN CHASE AND CONNECT TO ALL FIXTURES. 2"W SERVING FD ON THIRD FLOOR ABOVE. 4 4"W DOWN SERVING SERVING FIRST FLOOR WC; 4"W FROM ABOVE SERVING SECOND FLOOR 5 WC. TYPICAL AT EACH WC. 61/2"CW AND 2"V FROM BELOW AND UP. 3"W FROM ABOVE AND 1 1/2"V UP SERVING MB ON THIRD FLOOR ABOVE. 3"W DOWN AND 7 1 1/2"V UP SERVING MB ON SECOND FLOOR.Project Number 16-034 1 1/2" W FROM ABOVE AND 3"W DOWN. 8 SECOND FLOOR 3/4"HW AND 3/4"CW FROM BELOW; 1/2"HW AND 1/2"CW UP. 9 PLUMBING PLAN 3/4"CW STUB AND VALVE FOR FUTURE CONNECTION. 10 2"W STUB AND CAP FOR FUTURE CONNECTION ON DOUBLE WYE. 11 12WHA-C LOCATION. P303 5/16/2016 1:58:38 PM 1 1.4 1.5 3/4"CW UP 9100 Keystone Crossing, Suite 200 4 Indianapolis, Indiana 46240 4 4"V FROM BELOW4" V4"V UP & TEL 317.810.4141 | FAX 317.810-4140 4 THRU ROOF www.applied-e-s.com 3/4"CW UP 3/4" CW1 1/4" CW1 1/4" CW1 1/4" CW 3/4" CW 4" V 3/4" CW 6"ST DOWN 6"ST DOWN 2 COCOCO CO RDORDORDRDRDORDORDRD COCO 4 4"V FROM 4"V UP & 6" ST6" ST 4 8 BELOW THRU ROOF 6" ST6" ST 6 FD-3 MB-1 9 2" CW 7 EWC-1 2" V 4"V UP 4" V & THRU 4" V ROOF 3 2.6 L-1 L-1 L-1L-1 2.8 1 11939 BUILDING WC-1UR-1 2"CW FD-3FD-3 FROM WC-1WC-1 BELOW 4 11939 N. MERIDIAN ST. 25 CARMEL, IN 46033 WC-1WC-2 10 3 4"V STACK FROM BELOW CO 3.2 3.4 C.4 4" ST 4"ST DOWN ORDRD 3.8 4 P.2P.3 CERTIFIED BY AA.5BB.5CC.5DD.1D.2D.5D.6EE.5FF.5GG.5H ISSUANCE INDEX THIRD FLOOR PLUMBING PLAN DATE: Scale: 3/32" = 1'-0" GENERAL NOTES: 5/16/2016 1.SEE DRAWING P001 FOR GENERAL NOTES, LEGENDS, AND PROJECT PHASE: SPECIFICATIONS. CONSTRUCTION DOCUMENTS 2.SEE DRAWING P501 FOR DETAILS. 3.SEE DRAWING P601 FOR SCHEDULES. 4.SEE DRAWING P701 FOR ISOMETRIC. REVISION SCHEDULE NO.DESCRIPTIONDATE PLAN NOTES: 1 4" WET V DOWN. 2 3"V FROM BELOW. 34"W DOWN, 4"V RISE (SEE ISOMETRIC 1/P701); 2"CW FROM BELOW; 3/4"HW FROM BELOW; HEADER 2"CW AND 3/4"HW IN CHASE AND CONNECT TO ALL FIXTURES. 4 3/4"CW STUB AND VALVE FOR FUTURE CONNECTION. 5 4"W DOWN. TYPICAL AT EACH WC. 6 1/2"CW AND 2"V FROM BELOW AND RISE. 73"W FROM DOWN SERVING MB. 8 1 1/2" W DOWN. 9 1/2"HW AND 1/2"CW FROM BELOW. Project Number 16-034 10 WHA-C LOCATION. THIRD FLOOR PLUMBING PLAN P304 5/16/2016 1:58:40 PM 1 1.4 1.5 9100 Keystone Crossing, Suite 200 Indianapolis, Indiana 46240 TEL 317.810.4141 | FAX 317.810-4140 www.applied-e-s.com 4"VTR RH-1 RH-1 1 1 4"VTR 2 RD-1ORD-1ORD-1RD-1RD-1ORD-1ORD-1RD-1 2.6 4"VTR 2.8 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 3 3.2 3.4 C.4 3.8 RD-1ORD-1 4 P.2P.3 CERTIFIED BY AA.5BB.5CC.5DD.1D.2D.5D.6EE.5FF.5GG.5H ISSUANCE INDEX DATE: ROOF PLUMBING PLAN Scale: 3/32" = 1'-0"GENERAL NOTES: 5/16/2016 1.SEE DRAWING P001 FOR GENERAL NOTES, LEGENDS, AND PROJECT PHASE: SPECIFICATIONS. CONSTRUCTION DOCUMENTS 2.SEE DRAWING P501 FOR DETAILS. 3.SEE DRAWING P601 FOR SCHEDULES. 4.SEE DRAWING P701 FOR ISOMETRIC. REVISION SCHEDULE NO.DESCRIPTIONDATE PLAN NOTES: 1 3/4" CW. Project Number 16-034 ROOF PLUMBING PLAN P305 5/16/2016 1:58:41 PM FLOOR DRAIN EXISTING WALL WITH FLOOR FINISH HEIGHT OF CLEANOUT ROOF HYDRANT SAME SIZE AS FLOOR SLAB MECHANICAL CONNECTIONG W SEAL PIPE ENLARGE EXISTING OPENING 1/4 BEND & NEW SLEEVE WELL SEAL DRAIN BODY HYDRANT SUPPORT ROOFING BOOTROOF MEMBRANE FLOOR DRAIN DETAIL A ROOF INSULATION FD-1 SCALE:NONE E WALL PENETRATION DETAIL SCALE:NONE 9100 Keystone Crossing, Suite 200 10'-0" MIN ROOF DECKING MOUNTING BOLTS Indianapolis, Indiana 46240 TEL 317.810.4141 | FAX 317.810-4140 TOP OF FLOOR SLAB UNDER DECK FLANGE www.applied-e-s.com CLAMP 36" DIA AIR INTAKE SLOPE TO DRAIN VTR VENT BOOT 1" 3/4"CW RIGID INSULATION 12" MEMBRANE ROOFING J ROOF HYDRANT DETAIL WATER-TIGHT SEAL SCALE:NONE RH-1 DEEP 11939 BUILDING SEAL P-TRAP SUPPORT STACK FROM STRUCTURE ROOF DRAIN METAL DECK 2" HIGH DAM ON CAST IRON DOME STRAINER 11939 N. MERIDIAN ST. OVERFLOW DRAINS FLASHING CLAMP B TYPICAL FLOOR DRAIN DETAIL MEMBRANE ROOFING ON ROOF DRAINS CARMEL, IN 46033 FD-2 & FD-3 SCALE:NONE RIGID INSULATION ADJUSTABLE EXTENSION CAST IRON CLEANOUT PLUG CLEANOUT COVER FRAMING NOTE: CONCRETE VENT IN FLAT ROOF. METAL DECKING PLUMBING VENT DETAIL F SCALE:NONE SUMP RECEIVER NO HUB COUPLING ASSEMBLY DECK CLAMP INSULATION ST PIPEST PIPE CI ROOF DRAINOVERFLOW DRAIN W/2" HIGH DAM CERTIFIED BY ROOF DRAIN DETAIL K PLUG SCALE:NONE ISSUANCE INDEX DATE: C FLOOR CLEANOUT DETAIL 5/16/2016 SCALE:NONE PROJECT PHASE: G JOINT RESTRAINT ALL PIPE 6" AND LARGER CONSTRUCTION DOCUMENTS HANGER ROD SCALE:NO SCALE LOCKING NUT STUD WALL CAST IRON CLEANOUT PLUG REVISION SCHEDULE CLEANOUT SUPPORT NUT NO HUB COVER NO.DESCRIPTIONDATE TEST TEE CONCRETE OR CLEANOUT HEAVY DUTY TEE WITH PLUG CLEVIS HANGER COVER PLATE 14 GUAGE ZINK COATED SHEET STEEL SADDLE, INSULATION AT LEAST 6" LONG CONCRETE CAST IRON EXTENSION SAME SIZE AS SEWER CAST IRON LONG SWEEP PIPEUP TO 6" DIA. 1/4 BEND OR CAST IRON COMB. "Y" & 1/8 BEND (USE REDUCING TYPE WHERE REQUIRED) PIPE Project Number 16-034 INSULATION PLUMBING DETAILS 6" LONG HARDWOOD BLOCK SHAPED SEWER MATERIAL AND TO FIT PIPE AND HANGER SIZE AS SPECIFIED PIPE HANGER (6" & SMALLER) DETAIL L EXTERIOR CLEANOUT DETAIL D TYPICAL WALL CLEANOUT DETAIL H SCALE:NO SCALE SCALE:NO SCALE SCALE:NONE P501 3/24/2016 1:33:22 PM 9100 Keystone Crossing, Suite 200 Indianapolis, Indiana 46240 TEL 317.810.4141 | FAX 317.810-4140 www.applied-e-s.com 11939 BUILDING 11939 N. MERIDIAN ST. CARMEL, IN 46033 CERTIFIED BY ISSUANCE INDEX DATE: 5/16/2016 PROJECT PHASE: CONSTRUCTION DOCUMENTS REVISION SCHEDULE NO.DESCRIPTIONDATE Project Number 16-034 PLUMBING SCHEDULES P601 3/24/2016 1:33:22 PM 3"W 2"W STUB & CAP FOR FUTURE CONNECTION, TYPICAL WHERE SHOWN 4"V 4" VTR TEMPERATURE & PRESSURE RELIEF THERMOSTATIC MIXING 3"V STUB & CAP IN VALVE, TYP VALVE TMV-1 CEILING SPACE FOR 1" FUTURE CONNECTION 4"V 4" VTR 3"W 2"V4"V 1" DWH-1 DOMESTIC 3"V WATER 4"V HEATER UNION, TYP 2"W STUB & CAP FOR FUTURE CONNECTION, TYPICAL WHERE SHOWN 2"W STUB & CAP FOR DHWET-1 REDUCER, TYP 4"V STACK 1" FUTURE CONNECTION, DOMESTIC 3"W TYPICAL WHERE SHOWN HOT WATER 1 1/2"V EXPANSION TANK 3"W 9100 Keystone Crossing, Suite 200 Indianapolis, Indiana 46240 TEL 317.810.4141 | FAX 317.810-4140 www.applied-e-s.com DOMESTIC WATER HEATER 1 1/2"W, TYPICAL 3"W PIPING DIAGRAM C SCALE:NONE 3"W 4"V 1 1/2"W 4"W 4"V 1 1/2"V 4"W 4"V BUILDING 2"V 3"W EXTERIOR 4"W WALL 2"W 4"W 4"V 3"V 2"W 2"W STUB & CAP FOR 1 1/2"V 3"V 1 1/2"V FUTURE CONNECTION, TYPICAL WHERE SHOWN 1 1/2"W, TYPICAL 3"W 2"W AT EA LAV 3"W 2"W STUB & CAP FOR 4"W 3"V FUTURE CONNECTION, 4"V 2"W TYPICAL WHERE SHOWN 4"W 3"V 11939 BUILDING 4"W 3"V 3"W 4"W 4"W 3"V 2"W 1 1/2"V 11939 N. MERIDIAN ST. 3"W 3"V STUB & CAP IN 4"W STACK CARMEL, IN 46033 CEILING SPACE FOR 4"W 4"W FUTURE CONNECTION 4"V 2"W 3"W 4"W, TYPICAL AT EA WC 4"W 4"W 4"V 4"W 4"W 1 1/2"W, 3"W TYPICAL 1 1/2"W 4"W 2"V 1 1/2"V 4"W 2"V 3"W 2"W 1 1/2"V 4"W 2"W 2"W STUB & CAP FOR3"V 1 1/2"V FUTURE CONNECTION, 4"V STACK TYPICAL WHERE SHOWN 3"V 4"V 3"V STUB & CAP IN 3"W 2"W CEILING SPACE FOR1 1/2"W, 2"V FUTURE CONNECTIONTYPICAL AT EA LAV 3"V 2"W 3"V4"W 4"W 4"W CERTIFIED BY 4"W 3"V 3"W 2"W SECOND FLOOR 3"W 1 1/2"V 3"CW 1 1/2"W, 4"W TYPICAL ISSUANCE INDEX 4"V 2"W 3"W 4"W DATE: 4"W, TYPICAL 4"W 3"W AT EA WC 3/4"CW 5/16/2016 4"W 4"W PROJECT PHASE: 3"W 4"V 1 1/2"W REDUCER, TYP. CONSTRUCTION DOCUMENTS RPBP-1 (2") 4"W STACK 2"W STUB & CAP FOR 1 1/2"V BUILDING FUTURE 2"W STUB & CAP FOR4"V STACK 3" EXTERIOR AIR GAP CONNECTION AT FUTURE CONNECTION 1 1/2"V ASSEMBLY, FF - 2.25', TYPICAL TYP. 3"W 3"W REVISION SCHEDULE 3" 2"W RPBP-2 (2") 2"W 4"V 3" (CLOSED) NO.DESCRIPTIONDATE 1 1/2"V BY-PASS 4"V STACK 4"W 3"V STRAINER, TYP. 3"W 2"W 1 1/2"W, 3"W 2"3" TYPICAL 4"W RPBP-3 (2") 4"V 4" STACK VENT 3"W 2"WATER AT EA LAV 3"V WH-1 METER 2"W 3"V 3"W 3" UNION, TYP. 2" EXTERIOR BUILDING 3"V GRADE EXTERIOR 4"W WALL 2"W FD 1 1/2" BFP DRAIN 3"W PIPING TYP. FROM AIR SLEEVE GAP ASSEMBLIES, 3"W PIPE TO FD 2"W 2" IRRIGATION WATER OUT 2"W STUB & CAP FOR 3"V NOTE: 4"W, TYPICAL FUTURE 1.WATER METER AND BY-PASS INSTALLATION AT EA WC CONNECTION AT 4"W Project Number SHALL BE IN STRICT ACCORDANCE WITH 16-034 FF - 2.25', TYPICAL WATER COMPANY STANDARDS. 3"W SLEEVE UNDER/THRU 2.UNDERGROUND PIPE SHOWN IS EXISTING. PLUMBING 3" INCOMING FOUNDATION WATER SERVICE ISOMETRICS & WASTE AND VENT PIPING ISOMETRIC A 2"W STUB & CAP FOR DIAGRAMS SCALE:NONE FUTURE CONNECTION NOTE: 3"W 1.UNDERGROUND PIPE SHOWN IS EXISTING. DOMESTIC WATER SERVICE PIPING DIAGRAM B SCALE:NONE BUILDING EXTERIOR WALL P701 3/24/2016 1:33:22 PM AA.5BB.5CC.4DD.6EE.5FF.5GG.5H 11 1.41.4 1.51.5 UP 22 2.62.6 2.8 33 3.23.2 3.4 3.8 4 AA.5BB.5CC.5D.1D.2D.5EE.5FF.5GG.5H AA.5BB.5CC.4DD.6EE.5FF.5GG.5H 11 1.41.4 1.51.5 UP DNUP 22 UP DN 2.6 2.82.8 33 3.2 4 C.5D.1D.2D.6E AA.5BB.5CC.4DD.6EE.5FF.5GG.5H 11 1.41.4 1.51.5 DN DN 22 DN 2.6 2.82.8 33 3.2 4 D.7 C.5D.1D.2E AA.5BB.5CC.4DD.6EE.5FF.5GG.5H 11 1.41.4 1.51.5 UP 22 2.62.6 2.8 33 3.23.2 3.4 3.8 4 AA.5BB.5CC.5D.1D.2D.5EE.5FF.5GG.5H AA.5BB.5CC.4DD.6EE.5FF.5GG.5H 11 1.41.4 1.51.5 UP DNUP 22 UP DN 2.6 2.82.8 33 3.2 4 C.5D.1D.2D.6E AA.5BB.5CC.4DD.6EE.5FF.5GG.5H 11 1.41.4 1.51.5 DN DN 22 DN 2.6 2.82.8 33 3.2 4 D.7 C.5D.1D.2E AA.5BB.5CC.4DD.6EE.5FF.5GG.5H 11 1.41.4 10' 1.51.5 4' 6' 4' 4' 22 6' 4' 10' " 0 - 10' ' 1 / " 4 / 1 4' 2.62.6 6' 2.82.8 4' DEÄ0 33 3.2 3.4 1 /4 " / 1' -0 " 4 AA.5BB.5CD.1EE.5FF.5GG.5H C.5 1 2 3 4 5 6 7 8 9