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Home My WebLink AboutFG-001 - GENERAL NOTES, SYMBOLS & ABBREVIATIONSGENERAL NOTES1. ALL PIPING AND RISERS EXPOSED TO POSSIBLE BUMPER DAMAGE SHALL BE PROTECTED W/ PIPE GUARDS. SEE STRUCTURAL DRAWINGS. 2. PROVIDE CAST IRON PIPE SLEEVES 2" LARGER THAN PIPE OUTSIDE DIA. AT GRADE SLAB PENETRATIONS. WRAP PIPES W/ 1/2" FIBERGLASS AND SEAL OPENING W/ APPROVED SEALANT. TYPICAL AT GRADE SLAB. 3. PIPE HANGERS AND SUPPORTS SHALL BE ARRANGED SO THAT THEY WILL SUSTAIN THE LOADS AND RETAIN THE PIPING SECURELY IN POSITION UNDER FULLY LOADED CONDITIONS. SEE DETAILS 1 & 2/FG-001. 4. COORDINATE ALL BLOCK-OUTS REQUIRED W/ GENERAL CONTRACTOR. 5. POWDER PROPELLED FASTENERS PROHIBITED. 6. PIPING FOR STANDPIPE SYSTEM SHALL BE SCHEDULE 40 GALVANIZED STEEL ABOVE GRADE AND AWWA C151 DUCTILE IRON UNDERGROUND. STANDPIPES ARE TO BE 4". ALL INTERCONNECTING STANDPIPE PIPING IS TO BE 6". (INCREASE PIPE SIZE OR PIPE PRESSURE RATING AS REQUIRED TO MEET CODE REQUIREMENTS.) ALL INTERCONNECTING STANDPIPE PIPING IS TO BE HUNG UNDER SECOND TIER FLOOR AND ROUTED AS CLOSE AS POSSIBLE TO COLUMNS AND WALLS. ROUTE UP BETWEEN THE TEE STEMS WHERE INDICATED. ROUTE PIPING AS HIGH AS POSSIBLE WHILE MAINTAINING 1/4" SLOPE PER 10'-0" MINIMUM TO DRAIN POINTS (STANDPIPE AND SIAMESE CONNECTIONS). DO NOT INSTALL ADDITIONAL AUXILIARY DRAIN VALVES WITHOUT WRITTEN APPROVAL OF ENGINEER. MAINTAIN A MINIMUM HEADROOM CLEARANCE AS NOTED ON STRUCTURAL DRAWINGS. COORDINATE ANY REQUIRED BLOCKOUTS/SLEEVES/DAPS IN BEAMS WITH GENERAL AND PRECAST CONTRACTORS. SEE RISER DIAGRAM ON SHEET FG-601 FOR ISOLATION VALVE AND OTHER REQUIREMENTS. PROVIDE EARTHQUAKE BRACING AND SUPPORTS AS REQUIRED BY N.F.P.A. DO NOT INSTALL PIPING CLOSER THAN 3'-0" HORIZONTALLY TO LIGHT FIXTURES. 7. FIRE PROTECTION SYSTEM, PIPING, VALVES AND ACCESSORIES INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC ONLY. IT IS THE RESPONSIBILITY OF THE DESIGNING CONTRACTOR TO VERIFY EQUIPMENT SELECTIONS, PIPE ROUTING, PIPE SIZING, DRAIN POINTS, TEST CONNECTIONS, ETC., FOR STATE BUILDING CODE COMPLIANCE, INSURER COMPLIANCE, ARCHITECTURAL AND CONFORMITY. THE CONTRACTOR SHALL PROVIDE ALL DRAWINGS AND CALCS REQUIRED BY THE FIRE MARSHAL AND ENGINEER. 8. ALL FIRE PROTECTION VALVES REQUIRED TO BE LOCKED OR MONITORED BY THE N.F.P.A. SHALL BE LOCKED. 9. FIRE PROTECTION CONTRACTOR SHALL PROVIDE ALL TESTS AND INSPECTIONS PER N.F.P.A. 14. ALL REQUIRED PERMITS, APPROVALS AND INSPECTION CERTIFICATES SHALL BE OBTAINED AND PAID FOR BY THIS CONTRACTOR. 10. PROVIDE EXPANSION LOOPS AT ALL LOCATIONS PIPING CROSSES EXPANSION JOINTS. 11. PARKING STRUCTURE IS DESIGNED FOR A ONE BAY HORIZONTAL EXPANSION TO THE EAST. PROVIDE ALL FIRE PROTECTION PROVISIONS FOR FUTURE EXPANSION.P/T CONCRETESLABHEAVY DUTY STEELCONCRETE INSERTWITH ELONGATEDSLOTINSERT NUTHANGER ROD, SIZEPER SPECIFICATIONSLOCKING NUTPIPE SIZE ASINDICATEDNOTE:ALL MATERIALS AND HARDWARE TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL.SUPPORT NUTSTANDARD CLEVISHANGER (MSS SP-69,TYPE 1)(2) 1/2" Ø X 3 1/2" EXPANSION ANCHOR (COORDINATE ANCHOR LOCATIONS WITH REINFORCING) TYPICALFLANGED-LIP TYPECHANNEL. TYPICALCOLUMN/WALL TYPICALB-LINE SYSTEMSFIGURE B3148OFFSET PIPE CLAMPRISER TYPICALB-LINE SYSTEMSFIGURE B3149PIPE CLAMPNOTES1. IF ADDITIONAL DISTANCE FROM COLUMN OR WALL IS REQUIRED OR IF RISER IS MOUNTED AT EDGE OF COLUMN, USE B-LINE SYSTEMS FIGURE B3149 CLAMP. BEND AND DRILL HOLES IN LEGS AS REQUIRED.2. CHANNEL OR CLAMP ARE NOT TO EXTEND PAST EDGE OF COLUMN OR WALL. IF OUTSIDE DIMENSION OF CLAMP IS GREATER THAN THICKNESS OF WALL OR COLUMN, USE A B-LINE SYSTEMS FIGURE B3149 HANGER, BEND LEGS INWARD AND DRILL HOLES AS REQUIRED.3. ALL MATERIALS AND HARDWARE SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL.4. SPECIFY TYPE OF PIPE FOR SIZING PIPE CLAMPS.GRID3/8" x 1" EYE BOLT WITHPADLOCK TO LOCK ISOLATIONVALVE IN OPEN POSITION (ALLPADLOCKS TO BE KEYED ALIKE.PROVIDE SIGN AS REQUIRED BYFIRE MARSHAL.)CHAIN2 1/2" FIRE DEPTMENTHOSE CONNECTIONPIPE SUPPORT, SEEDETAIL THIS SHEET4" STANDPIPEOS AND Y ISOLATIONVALVE WITH CHAINOPERATOR1/2" BALL DRIP VALVECOLUMN/WALLGROUND TIERSEE RISER DIAGRAMFOR ADDITIONALINFORMATION4'-9" A.F.F.NOTES:1. COORDINATE MOUNTING HEIGHT OF HOSE DETAIL WITH STRANDS AND/OR GUARDRAIL AND LIGHT WALL.2. WHEN CONDITIONS ALLOW, ROTATE HOSE CONNECTIONS (APPROXIMATELY 90 DEGREES TO LIMIT INTERFERENCE IN DECK.PIPE SUPPORTSTANDPIPEEDGE OF COLUMNOR WALL2 1/2" NIPPLESPANNER LUGSPIPE GUARD(WHERE REQUIRED), SEE STRUCTURALPIPE CLAMP2 1/2" FIRE DEPARTMENTHOSE VALVE. ELKHARTCAT. NO. U-25-2.5 ORAPPROVED EQUIVALENT2 1/2" x 1 1/2"REDUCER1 1/2" CAP AND CHAIN4'-9"FIRE PROTECTION ABBREVIATIONSA.F.F. ABOVE FINISHED FLOORMTMOUNTARCH.ARCHITECT (ARCHITECTURAL)O.S. & Y.OUTSIDE SCREW & YOKEBLK. BLOCKP/C PRECASTC.I.P.CAST IN PLACEP.S.I.POUNDS PER SQUARE INCHC.O. CLEANOUT R.W.C.RAIN WATER COLLECTORCONC.CONCRETESHT. SHEETCONN.CONNECTIONSIM. SIMILARC.W.R.COLD WATER RISER S.O.G.SLAB ON GRADED.I. DUCTILE IRONSP STANDPIPEDET. DETAILSQ. FT. SQUARE FEETDIA. DIAMETER STRUCT. STRUCTURALF.D. FLOOR DRAIN S.V. SEWER VALVEGALV.GALVANIZED T.D. TRENCH DRAINGEN'LGENERAL T.F.A. TO FLOOR ABOVEG.P.M. GALLON PER MINUTE T.F.B.TO FLOOR BELOWINV.INVERTTYP. TYPICALM.C. MECHANICAL CONTRACTOR U.N.O. UNLESS NOTED OTHERWISEM.H. MANHOLEW/WITHFIRE PROTECTION SYMBOLSPLUMBING RISERSTANDPIPESEWER VALVEFIRE DEPARTMENT SIAMESE CONNECTIONFIRE DEPARTMENT HOSE CONNECTION (PLAN VIEW)FIRE DEPARTMENT HOSE CONNECTION (ELEVATION VIEW)OS & Y VALVEGATE VALVECHECK VALVE (ARROW INDICATES DIRECTION OF FLOW)WATER METERSTANDPIPE LINEVENT LINEARROW INDICATES DIRECTION OF FLOWPIPING BELOW GRADEPIPING ABOVE GRADESPVMFIRE DEPARTMENT STORZ CONNECTIONDRAIN PIT, 4'-0" SQUARE, x 4'-0" DEEPNEENAH CAT. NO. R-6665-ONH OREQUAL CAST IRON FRAME AND GRATE. COORDINATE CONSTRUCTION WITH GENERAL CONTRACTOR.PROVIDE 24" SQUARE BY 12" DEEP FRENCH DRAIN AND FILL WITH PEA GRAVEL6" TO STANDPIPES2" DRAINVALVEWATER STOP#4 REBAR 10"OC EACH WAYTHRUST BLOCKFIRE DEPARTMENTSIDEWALK TYPE5" STORZ CONNECTIONEXTERIORGRADE6"SHEET TITLESHEET NUMBERCARMEL CLAY PUBLIC LIBRARY55 4th Ave. SECarmel, IN 46032317-814-3900OwnerRATIO Architects, Inc.101 South Pennsylvania StreetIndianapolis, Indiana 46204317-633-4040ArchitectCE Solutions, Inc.Structural EngineerMechanical / Electrical EngineerCivil Engineer10 Shoshone DriveCarmel, IN 46032317-818-1912KBSO Consulting, LLC1344 South Rangeline, Suite 202Carmel, IN 46032317-344-8044Civil & Environmental Consultants, Inc.530 E. Ohio Street, Suite GIndianapolis, IN 46204317-655-7777PROJECT NO.COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.SHEET ISSUESEAL | DATE 7/17/2020Technology DesignDesign 271650 East 49th StreetIndianapolis, IN 46205317-536-8000Garage ConsultantWalker Consultants6602 East 75th Street, Suite 210Indianapolis, IN 46250317-842-68907/16/2020 2:38:45 PMFG-001GENERAL NOTES,SYMBOLS &ABBREVIATIONS13-3431.00CARMEL CLAYPUBLIC LIBRARYRENOVATION55 4th Ave SECarmel, IN 460321PIPE HANGER DETAIL2PIPE SUPPORT DETAIL3CHAIN OPERATED ISOLATION VALVEDETAIL4FIRE DEPARTMENT HOSE CONNECTIONDETAIL5STANDPIPE DRAIN PIT AT STORZ DETAIL1 100% CONSTRUCTION DOCUMENTS 7/14/20202 STATE SUBMISSION SET 7/17/2020