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Home My WebLink AboutP0.2 Overall Plumbing PlanI. GENERAL PROVISIONS A. GENERAL CONDITIONS, CODES 3 STANDARDS 1. GENERAL CONDITIONS OF THE CONTRACT FOUND IN THE ARCHITECTURAL DRAWINGS, GENERAL AND SPECIAL CONDITIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS (AIA) AND ANY OF THE OWNER'S GENERAL REQUIREMENTS SHALL APPLY UNLESS NOTED OTHERWISE. 2. REFER TO THE GENERAL CONDITIONS ON BE ARCHITECTURAL WCUMENTS AND BE GENERAL AND SPECIAL CONDITIONS OF THE AIA FOR ADDITIONAL REQUIREMENTS REGARDING; SAFETY, COORDINATION 8 COOPERATION, WORKMANSHIP, PROTECTION, CUTTING AND PATCHING, DAMAGE TO OTHER WORK, PRELIMINARY OPERATIONS, STORAGE, ADJUSTMENTS, CLEARING, ETC. 3. ALL WORK SHALL BE IN CONFORMANCE WITH ALL LOCALLY ENFORCED, FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES INCLUDING ANY SPECIAL BE OWNER REQUIREMENTS IN ADIITION TO THOSE SPECIFIED. 4. CONTRACTOR SHALL PAY FOR AND OBTAIN ALL NECESSARY LICENSES, PERMITS AND INSPECTIONS REQUIRED TO PROCEED WITH BE WORK. THIS SHALL INCLUDE ALL REQUIRED COORDINATION WITH THE LOCAL UTILITY COMPANIES AND THEIR ASSOCIATED FEES OR COSTS. B.SCOPE OF WORK 1. THIS CONTRACT SHALL INCLUDE ME FURNISHING, INSTALLING, CONNECTING, AND OPERATION OF ALL EQUIPMENT WHICH IS A PART OF THE FIRE SUPPRESSION SYSTEMS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY SIMILAR INSTALLATIONS. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NCR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK AND WHICH IS USUALLY INCLUDED IN NARK OF A SIMILAR CHARACTER SHALL BE FURNISHED AND INSTALLED UNDER THIS CONTRACT AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO PROVIDE THE OWNER A COMPLETE, CODE APPROVED AND OPERATIONAL FIRE SUPPRESSION SYSTEM. 2. CAREFULLY READ SPECIFICATION FOR ALL PARTS OF THE WORK SO AS TO BECOME FAMILIAR WITH ALL TRADES' WORK SCOPE. CONSULT WITH OTHER TRADES TO INSURE PROPER LOCATIONS AND AVOID INTERFERENCES. ANY CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE WORK IS COMMENCED. 3. CONTRACTORS SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND SITE SO AS TO COMPARE THEM WITH THE DRAWINGS AND SPECIFICATIONS, NOTE THE EXISTING CONDITIONS AND OTHER WORK THAT WILL BE REQUIRED, AND THE NATURE OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. NO ALLOWANCE SHALL BE MADE TO THE CONTRACTOR BY REASON OF THIS FAILURE TO HAVE MADE SUCH EXAMINATION OR OF ANY ERROR ON HIS PMT. 4. ALL EXISTING UTILITY AND FIRE SUPPRESSION SERVICES SHALL BE FIELD VERIFIED. CORRECTIONS TO THE DESIGN AND INSTALLATION SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER. S. PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF FIRE PROTECTION WORK. ALL CORE DRILLING OR CUTTING OF FIRE RATED FLOORS, SHAFTS, AND WALLS SHALL BE FIRESTOPPED PRIOR TO FINISH PATCHING. ALL PENETRATIONS SHALL BE FIRE SEALED TO MATCH THE FIRE RATING OF THE FLOORS, SHAFTS, AND WALLS PENETRATED. THIS CONTRACTOR IS RESPONSIBLE TO COORDINATE THE OPENINGS IN WALLS AND FLOORS WITH THE GENERAL TRADES CMTRACTM. THE FINAL LOCATIONS AND SIZES OF ALL PIPE OPENINGS SHALL BE PROVIDED BY THIS CONTRACTOR, 6. THIS CONTRACT SHALL ALSO INCLUDE ALL LABOR, MATERIALS AND MISCELLANEOUS EXPENSES REQUIRED FOR ALL REQUIRED FIRE SUPPRESSION DEMOLITION OF THE EXISTING MEAS BEING RENOVATED. a. THE DEMOLITION SHALL CONSIST OF THE COMPLETE REMOVAL (PROPERLY DISPOSED OFF SITE UNLESS OTHERWISE NOTED) OF ALL FIRE SUPPRESSION EQUIPMENT, PIPING, MATERIALS, ETC. NOT REQUIRED IN THE FINAL DESIGN AND INSTALLATION OF THE FIRE SUPPRESSION SYSTEMS FOR THE NEW RENOVATED MEAN. b. ALL MOVE (ROUND SERVICES SHALL BE REMOVED BACK TO THEIR RESPECTIVE MAIN AND CAPPED OR IF THE MAIN IS NOT REQUIRED, THE MAIN SHALL BE REMOVED IN IT'S ENTIRETY. c. COORDINATE ALL DEMOLITION WITH THE ARCHITECTURAL DDCUMENTS AND THE ARCHITECT AND BE OWNER'S GENERAL REQUIREMENTS. 7. ALL WORK INCLUDING, BUT NOT LIMITED TO PMTS, MATERIAL, EQUIPMENT AND LABOR SHALL BE GUARANTEED FOR ONE YEAR AFTER ACCEPTANCE BY THE ENGINEER AND OWNER. WHERE M EQUIPMENT MANUFACTURER HAS A WARRANTY THAT EXCEEDS ONE YEAR, THAT WARRANTY PERIOD SHALL APPLY TO THIS PROJECT. C.DDCUMENTS 1. BE DRAWINGS ARE DIAGRAMMATIC, ALL WORK SHALL BE PERFORMED AS INDICATED ON BE DRAWINGS UNLESS EXISTING CONDITIONS OR COORDINATION ISSUES REQUIRE CHANGES. THESE CHANGES SHALL BE MADE WITH NO ADDITIONAL COST TO THE OWNER. 2. MY INCIDENTAL ITEMS OR LABOR, ETC. NOT INCLUDED IN THE SPECIFICATIONS OR THE DRAWINGS BUT REASONABLY IMPLIED AS NECESSARY FOR THE COMPLETE INSTALLATION OF ALL APPARATUS SHALL BE INCLUDING IN BID. 3. BE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND MY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED EVEN THOUGH NOT MENTIONED IN BOTH. 4. IF ERRORS ARE FOUND IN THE DRAWINGS OR SPECIFICATIONS OR DISCREPANCIES OCCUR BETWEEN THE SANE, OR BETWEEN THE FIGURES ON THE DRAWINGS, AND THE SCALE OF GAME OR BETWEEN THE LARGER AND SMALLER DRAWINGS, OR IN THE DESCRIPTIVE MATTER ON THE DRAWINGS SHALL BE REFERRED TO THE OWNER FOR REVIEW AND FINAL DECISION PRIOR TO THE BID DUE DATE. 5. BE BIDDING OF THIS WORK WILL CONTEMPLATE THE USE OF EQUIPMENT AND MATERIALS EXACTLY M SPECIFIED HEREIN. WHERE MORE THAN ONE MANUFACTURER IS MENTIONED MY ONE MAY BE UTILIZED. SUBSTITUTE MANUFACTURERS MAY BE OFFERED ONLY AS AN ALTERNATE TO BE SPECIFIED EQUIPMENT AND MATERIAL AND MUST BE SUBMITTED AS SPECIFIED IN THE MCHITECTURAL DDCUMENTS. 6. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE SYSTEMS CAN BE OF ANY RECOGNIZED MANUFACTURE PROVIDED THESE ITEMS MEET MINIMUM STANDMDS AS SET IN THESE SPECIFICATIONS. REFER TO EACH SECTION FOR MY SPECIFIC REQUIREMENTS. D. CCORDIRATION 1. CONTRACTOR SHALL LOCATE, IDENTIFY AND PROTECT MY EXISTING SERVICES WHICH ME REQUIRED TO BE MAINTAINED OPERATIONAL AND SHALL EXERCISE EXTRA CAUTION IN THE PERFORMANCE OF ALL WORK TO AVOID DISTURBING SUCH FACILITIES. ALL COSTS FOR REPAIR OF DAMAGES TO SUCH SERVICES SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE. 2. EACH CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO OTHER NARK CAUSED BY HIS WORK OR THROUGH THE NEGLECT OF HIS, OR HIS S1B-TRME'S PERSONNEL. ALL PATCHING, REPAIRING, REPLACEMENT AND PAINTING, ETC. SHALL BE DONE AS DIRECTED BY THE OWNER BY THE CRAFTSMEN OF THE TRADES INVOLVED. THE COSTS OF SUCH NARK SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE. E. METHODS 1. EQUIPMENT, PIPING, DUCTWORK, ETC. SHALL NOT BE SUPPORTED FROM ANY CEILINGS, OTHER PIPING, CONDUIT OR DUCTWORK, ROOF DECK, OR JOIST BRIDGING. ITEMS SHALL BE SUPPORTED FROM ACCEPTABLE STRUCTURAL BUILDING COMPONENTS AS DETERMINED BY THE MCHITECT AND STRUCTURAL ENGINEER. F.SUBMITTALS 1. SHOP DRAWINGS a. PREPME AND SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH THE MECHANICAL GENERAL PROVISIONS. b. SHOW PLANS, CROSS SECTION, ELEVATIONS, DETAILS AND JOB CONDITIONS, RELATIONSHIP TO OTHER WORK. PIPE SIZES, ELEVATIONS MOVE FLOOR, HEAD LOCATIONS, INSPECTORS TEST CONNECTION, SPRINKLER ENTRANCE, VALVES, ALARMS, BACKFLOW PREVENTER, FLOW SWITCH AND SUPERVISORY DEVICES. c. SUBMIT DATA ON THE FOLLOWING ITEMS: (1) PIPING AND COUPLINGS. (2) WET ALARM VALVE. (3) BACIOLOW PREVENTER. (4) VALVES AND SUPERVISORY DEVICES. (5) SPRINKLER HEADS AND ESCUTCHEON PLATES. (6) SUPPORTS, HANGERS AND ACCESSORIES. (7) SEISMIC CALCULATIONS (8) SUBMIT AND RECEIVE APPROVAL FROM THE AUTHORITY HAVING JURISDICTION PRIOR TO SUBMITTAL. J. ONCE BE AUTHORITY HAVING JURISDICTION HAS APPROVED MOP DRAWINGS, THE SUBCONTRACTOR SHALL SEND EIGHT SETS OF APPROVED STAMPED PLANS AND EQUIPMENT FOR RELEASED FOR CONSTRUCTION )HITECT WITHOUT ALLPHYDRAULIC CALCULATIONS WILL BE RETURNED PROVIDE INDEPENDENT HYDRAULIC CALCULATION MEETS. Subject to compliance with all regulations of State and meal Codes City d Camel �W;AXv�tQ,A�,DA�1 DATE: 08/19/19 f. ALL SPRINKLER PLANS SHALL BEM THE STOMP OF A REGISTERED PROFESSIONAL FIRE PROTECTION ENGINEER LICENSED WITH BE STATE WHERE THE STORE IS LOCATED. 2. AT THE COMPLETION OF THE PROJECT, PROVIDE OWNER WITH OPERATION AND MAINTENANCE MANUALS INCLUDING "AS -BUILT' RECORD DRAWINGS, SPECIFICATIONS AND APPROVED PLANS. 3. PROJECT RECORD DOCUMENTS - MAINTAIN AT THE JOBSITE ONE COPY OF ALL CONTRACT DOCUMENTS CLEARLY MARKED AS "PROJECT RECORD COPY". THESE DRAWINGS ARE TO BE MAINTAINED IN GOOD CONDITION, UPDATED DAILY FOR CHANGES ENCOUNTERED AND AVAILABLE AT ALL TIMES FOR INSPECTION BY THE OWNER. DO NOT USE FOR FIELD CONSTRUCTION] PROJECT RECORD DOCUMENTS ARE TO BE KEPT CURRENT WITH EXACT DIMENSIONS OF ALL NARK, EQUIPMENT, PIPING, VALVES, DUCTWORK, ETC. MARK ALL INFORMATION IN RED LINES AND NOTES SO AS TO BE EASILY IDENTIFIED FROM THE BASE DRAWING. UPON COMPLETION OF BE WORK, ONE SET OF THESE DOCUMENTS SHALL BE TURNED OVER TO THE OWNER AS ONE QUALIFICATION FOR FINAL PAYMENT. 4. AFTER THE ACCEPTANCE TESTS ARE COMPLETED AND ACCEPTED BY THE OWNER, THREE COMPLETE SETS OF M-BUILT DOCUMENTATION SHALL BE PROVIDED. IT SHALL INCLUDE, BUT NOT BE LIMITED TO ACCURATE PLAN DRAWINGS AND OPERATION AND MAINTENANCE MANUALS. II. SPRINKLER A. GENERAL 1. THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF NFPA 13, THE BUILDING OWNER'S INSURANCE COMPANY, BE LOCALLY ENFORCED BUILDING CODE, LOCAL BUILDING AND FIRE OFFICIALS AND ALL OTHER LOCAL AUTHORITIES HAVING JURISDICTION. 2. ALL WORK SHALL BE PERFORMED BY A LANDLORD APPROVED, STATE OF IN WHICH THE PROJECT IS BEING CONSTRUCTED LICENSED SPRINKLER CONTRACTOR. 3. THIS WORK SHALL INCLUDE ALL PIPING, FITTINGS, HANGERS, EQUIPMENT, ETC., REQUIRED TO COMPLETE THE WORK. 4. SPRINKLER HEADS ARE TO BE CENTERED IN LAY -IN CEILING TILES. HEARS ARE TO BE SPACED SYMMETRICALLY WITH LIGHTING AND OTHER CEILING FIXTURE$ WHEN INSTALLED IN DRYWALL CEILINGS. 5. DETERMINE VOLUME AND PRESSURE OF INCOMING WATER SUPPLY FROM WATER FLOW TEST DATA. REVISE DESIGN WHEN TEST DATA BECOMES AVAILABLE PRIOR TO SUBMITTALS. B. CRITERIA 1. CONTRACTOR SHALL VERIFY WITH THE OWNER'S REPRESENTATIVE FOR ANY ADDITIONAL CRITERIA (PIPE SIZING; PIPE SCHEDULE OR HYDRAULIC). 2. CONTRACTOR SHALL DESIGN AND MODIFY THE EXISTING SPRINKLER SYSTEM PIPING AND HEADS FOR THE SPACE. THIS WORK SHALL INCLUDE THE RAISING OF ANY EXISTING SPRINKLER PIPING WHICH INTERFERES WITH DESIGNED CEILING ELEVATIONS. WHERE REQUIRED, THE CONTRACTOR SHALL ALSO INCLUDE COMBINING THE EXISTING SYSTEM TO A SINGLE SOURCE WHEN TAKING OVER MULTIPLE TENANTS. PROVIDE ANY AUXILIARY DRAIN PIPING REQUIRED FOR MY TRAPPED SPRINKLER PIPING. 3. SEE ARCHITECTURAL DRAWINGS FOR CEILING ELEVATIONS. C. COMPONENTS 1. FIRE DEPARTMENT CONNECTION: POTTER-ROEMER OR EQUAL SERIES M20 (CONNECTION SIZES COORDINATED AND APPROVED BY THE LOCAL AUTHORITITES)5 WITH ALL STANDARD FEATURES, 'AUTO. SPKR.' LETTERING, AND THREAD TO MATCH LOCAL FIRE DEPARTMENT REQUIREMENTS. - FLUSH MOUNTED FIRE DEPARTMENT INLET CONNECTION WITH WALL PLATE WITH "AUTOMATIC SPRINKLER" IDENTIFICATION, ALL BRASS CONSTRUCTION AND POLISHED BRASS FINISH. CONTACT THE FIRE DEPARTMENT TO VERIFY FIRE DEPARTMENT CONNECTION TYPE AND TREAD PATTERN TO MATCH THAT OF THE FIRE DEPARTMENT EQUIPMENT. PROVIDE 4' UL LISTED CHECK VALVE WITH BALL DRIP PIPED TO DRAIN. D.SUPERVISION 1. THE RISER CONTROL VALVE AND ALL ZONE VALVES SHALL HAVE ELECTRIC SUPER VISION TO SIGNAL THE BUILDING FIRE ALMM SYSTEM. TAMPER SNITCHES PROVIDED BY SPRINKLER SUBCONTRACTOR AND WIRED BY THE ELECTRICAL SUBCONTRACTOR. 2. MECHANICAL: ALL OTHER VALVES SHALL BE PADLOCKED IN STANDARD OPERATING POSITION, WITH 2 KEYS PER PADLOCK AND ALL PADLOCKS SHALL BE EYED THE SAME. CHAIN AND PADLOCK ALL VALVES OVER 2' SIZE. E. PIPING 1. PIPING SHALL BE BLACK STEEL PIPE PER NFPA 13. F.SPRINKLER HEADS 1. SPRINKLER HEADS IN AREAS WITH CEILINGS SHALL BE RECESSED, POLISHED CHROME PENDANT AUTOMATIC SPRINKLER HEM WITH TWO PIECE FACTORY WHITE METAL ESCUTCHEON. 2. SPRINKLER HEADS IN MEAS WITH DRYWALL CEILINGS SHALL BE FLUSH SERIES WITH A WHITE CEILING PLATE. 3. SPRINKLER HEADS IN MEAS WITH EXPOSED STRUCTURE SHALL BE BRASS UPRIGHT. III. LABELING A. TAGS I. METAL TAGS: a. BRASS WITH STAMPED LETTERS; TAG SIZE MINIMUM 1-1/2 INCHES DIAMETER. 2. TAG CHART: TYPEWRITTEN LETTER SIZE LIST OF APPLIED TAGS AND LOCATION IN ANODIZED ALUMINUM FRAME. B.PIPE MARKERS 1. COLOR AND LETTERING: CONFORM TO ASME Al 3.1. 2. PLASTIC PIPE MARKERS: a. FACTORY FABRICATED, FLEXIBLE, SEMI -RIGID PLASTIC, PREFORMED TO FIT AROUND PIPE OR PIPE COVERING. LARGER SIZES MAY HAVE MAXIMUM SHEET SIZE WITH SPRING FASTENER. C.INSTALLATION 1. INSTALL IDENTIFYING DEVICES AFTER COMPLETION OF COVERINGS AND PAINTING. 2. INSTALL PLASTIC NAMEPLATES WITH CORROSIVE -RESISTANT MECHANICAL FASTENERS, OR ADHESIVE. 3. INSTALL TAGS USING CORROSION RESISTANT CHAIN. NUMBER TAGS CONSECUTIVELY BY LOCATION. 4. IDENTIFY VALVES IN MAIN AND BRANCH PIPING WITH TAGS. S. IDENTIFY PIPING, CONCEALED OR EXPOSED, WITH PLASTIC PIPE MARKERS, PLASTIC TAPE PIPE MARKERS OR STENCILED PAINTING. IDENTIFY SERVICE, FLOW DIRECTION, AND PRESSURE. INSTALL IN CLEAR VIEW AND ALIGN WITH AXIS OF PIPING. LOCATE IDENTIFICATION NOT TO EXCEED 20 FEET ON STRAIGHT RUNS INCLUDING RISERS AND DROPS, ADJACENT TO EACH VALVE AND TEE, AT EACH SIDE OF PENETRATION OF STRUCTURE OR ENCLOSURE, AND AT EACH OBSTRUCTION. GENERAL SHEET NOTES ' . 1. EXISTING PLUMBING INFORMATION IS BASED ON LIMITED EXISTING BUILDING DRAWINGS AND . FIELD WORK. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING CONDITIONS FOR ACCURACY. CONTRACTOR SHALL NOTIFY OWNER ARCHITECT AND ENGINEER OF ANY SITUATIONS THAT MODIFY OR INCREASE BE SCOPE OF WORK FROM THAT IS DESCRIBED IN BE DOCUMENTS. 2. REFER TO DRAWINGS AND PROJECT SPECIFICATIONS OF OTHER DISCIPLINES FORADDITIONAL PROTECT INFORMATION AND REQUIREMENTS. NOTIFY ENGINEER OF ANY CONFLICTS S BETWEEN THE INFORMATION PRESENTED AND FIELD CONDITIONS. 3. PLUMBING INSTALLATION MUST MAINTAIN INTEGRITY OF WALLS, PARTITIONS AND FLOORS DESIGNATED AS EITHER FIRE RATED OR 'MOIL TIGHT'. SEAL AROUND ALL PENETRATIONS THROUGH RATED OR MOO TIGHT ASSEMBLIES. COORDINATE WITH ARCHITECTURAL PLANS AND C U R R A N GENERAL CONTRACTOR. 4. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE THE ROOF DECK. A R C H I T E C T U R E CONTRACTOR MAY ATTACH TO OR SUSPEND FROM THE TOP CHORD OF THE JOIST OR THE STRUCTURAL STEEL WHICH EXISTS MOVE THE SPACE. 5. ALL CONCEALED PIPING SHALL BE TESTED AND PROVEN WEATHERPROOF PRIOR TO CONCEALMENT. 5719 LAW -TON LOOP E. DR. #21 2 8. SEE SITE PLANS FOR METER SIZES. INDIANAPOLIS, IN 462160 O c 317. 288 .0681 O DRAWING NOTES F :: 317.288.0753 1 SEE SITE PLANS FOR ADDITIONAL INFO ON INCOMING PLUMBINGNIRE PROTECTION SERVICE. 2 6' SANITARY. SEE SITE PLANS FOR ADDITIONAL INFORMATION. 3 4 2- CW. ROUTE INTO JOIST SPACE FOR FUTURE CONNECTION BY TENANT. 5 6' GREASE WASTE TO 1000 GALLON GREASE TRAP. SEE SITE PLANS FOR ADDITIONAL 46 INFORMATION. 6 DCBFP - 4' AMES COLT SERIES C50OBFG DOUBLE CHECK WITH OS&Y VALVES. 7 GAS METER ASSEMBLY: SEE SITE PLAN FOR ADDITIONAL INFORMATION. COORDINATE METER INSTALLATION WITH UTILITY. SEE DETAIL FOR ADDITIONAL INFORMATION. 2-1/2' GM PIPING FROM METER. 8 FIRE PROTECTION - RISER, SEE DETAIL ON SHEET P-0.1. FIRE/SPRINKLER CONTRACTOR DRAWN BY: $TK CHECKED BY: ON TO PROVIDE AND INSTALL ALL TAMPER/FLOW SWITCHES. OTIE/S ENGINEERING 25760 First Street Cleveland, OH 44145 P 440 8712410 F 440 871 7954 tesengineering.com NGEM T v ; N 767' ?�'•.• STATE OF :•�� ' c�•••:./VD I AN P:'�=.: SSIT0 N II I11�� THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLU9VE INTELLECTUAL PROPERTY OF CURRAN ARCHITECTURE, AND ARE NOT TO BE USED OR REPRODUCED, WHOM OR IN PART, WITHOUT THE WRITTEN CONSENT OF CURRAN ARCHITECTURE. CGPreIowT20'e, CIRMWx Tarue_ WESTON POINTE RESTAURANT WESTON POINTE DRIVE NORTH MICHIGAN ROAD CARMEL, INDIANA OVERALL PLUMBING PLAN CARMEL RESUBM PERMIT SET ADDENDUM 1 ADDENDUM 2 PERMIT SET 170026 P=0.2