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HomeMy WebLinkAbout1757840 - Sheet - FP0-1 - LEGEND, SPEC, SCHEDULES, AND DETAILS4. PROVIDE WIRE GUARDS ON SPRINKLERS LOCATED BELOW 84 INCHES AFF. 3. PROVIDE MOUNTABLE METAL BOX OF SPARE HEADS WITH PROPER WRENCH FOR HEAD REPLACEMENT. 2. APPLY PAPER COVER OVER SPRINKLER HEADS WHERE CEILING IS TO BE PAINTED OR SPRAYED. REMOVE PROTECTIVE PAPER COVER AFTER PAINTING OR SPRAYING IS COMPLETED. 1. INSTALL SPRINKLER HEADS TO MISS ALL LIGHTS, GRILLES AND ANY OTHER CEILING OBSTRUCTIONS. C. INSTALLATION 4. UPRIGHT: VIKING MODEL M, BRASS CASTING FRAME AND DEFLECTOR, GLASS BULB WITH GLYCERIN SOLUTION. 3. CONCEALED: VIKING MODEL B-1, BRASS BODY AND BODY CAP, COPPER DEFLECTOR, STAINLESS STEEL DEFLECTOR PINS, NICKEL ALLOY AND EUTECTIC SOLDER FUSIBLE LINK, STAINLESS STEEL FUSIBLE LINK LEVERS. 2. BRASS BODY AND BODY CAP, COPPER DEFLECTOR, STAINLESS STEEL DEFLECTOR PINS. 1. MANUFACTURERS: VIKING, CENTRAL, TYCO. B. SPRINKLERS 5. SIMILAR COMPONENT ITEMS SHALL BE BY THE SAME MANUFACTURER. 4. INCLUDE INSIDE AND OUTSIDE HOSE STREAMS IN THE DESIGN OF THE HYDRAULICALLY CALCULATED SPRINKLER SYSTEMS. 3. UL LISTED AND LABELED SYSTEM COMPONENTS RATED FOR 175 PSIG MINIMUM OPERATING PRESSURE. 2. SYSTEM DESIGN SHALL CONFORM TO SYSTEM SCHEDULE ON THE DRAWINGS, AND COMPLY WITH NFPA 13 AND REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION. 1. PROVIDE AUTOMATIC SPRINKLER SYSTEM TO PROTECT BUILDING AREA INDICATED. A. SYSTEM DESCRIPTION 21 13 17 AUTOMATIC SPRINKLER SYSTEMS 3. PROVIDE DRAIN VALVES AT ALL LOW AND TRAPPED AREAS OF SYSTEM AND WHERE REQUIRED TO DRAIN RISERS. PROVIDE 3/4" HOSE CONNECTION WITH CAP AT EACH DRAIN CONNECTION. 2. NIBCO 585-70HC OR EQUIVALENT BRONZE TWO PIECE BODY, STAINLESS STEEL BALL AND TRIM, FULL PORT, LEVER HANDLE, THREADED ENDS. 1. MANUFACTURERS: NIBCO, APOLLO, CRANE, HAMMOND, WATTS. A. DRAIN (BALL) VALVES 21 13 15 SPECIALTIES 5. ALL PRESSURE TESTS ARE TO BE DOCUMENTED ON NFPA CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FORMS. 4. TEST SYSTEM AT 175 PSI FOR 2 HOURS SHOWING NO LEAKAGE. 3. USE CLEAN WATER AND REMOVE AIR FROM THE PIPING BEING TESTED WHERE POSSIBLE. MEASURE AND RECORD TEST PRESSURE AT THE HIGH POINT IN THE SYSTEM. 2. TEST PIPING IN SECTIONS OR ENTIRE SYSTEM AS REQUIRED BY SEQUENCE OF CONSTRUCTION. DO NOT CONCEAL PIPE UNTIL IT HAS BEEN SUCCESSFULLY TESTED. PROVIDE TEMPORARY RESTRAINTS AT FITTINGS OR EXPANSION JOINTS IF REQUIRED FOR THE ADDITIONAL PRESSURE LOAD UNDER TEST. ENTIRE TEST MUST BE WITNESSED BY THE DIVISION'S REPRESENTATIVE. 1. CONDUCT PRESSURE TEST WITH WATER. IF LEAKS ARE FOUND, REPAIR THE AREA WITH NEW MATERIALS AND REPEAT THE TEST. K. PIPING SYSTEM LEAK TESTS J. PREPARE EXPOSED PIPE, FITTINGS, SUPPORTS, AND ACCESSORIES NOT PREFINISHED, READY FOR FINISH PAINTING. I. PROVIDE CLEARANCE FOR ACCESS TO VALVES AND PIPING SPECIALTIES. H. PROVIDE PROTECTIVE SLEEVE COVERING WHERE COPPER OR STEEL PIPING IS EMBEDDED IN MASONRY OR CONCRETE. 7. ROUTE MAINS AROUND ELECTRICAL AND COMPUTER ROOMS. ONLY PIPING SERVING THESE ROOMS ALLOWED IN THE ROOMS. 6. DO NOT ROUTE PIPING ABOVE TRANSFORMERS, PANELBOARDS, MOTOR CONTROL CENTERS, SWITCHBOARDS OR OTHER ELECTRICAL DISTRIBUTION EQUIPMENT, INCLUDING THE REQUIRED SERVICE SPACE FOR THIS EQUIPMENT. 5. PIPING SHALL NOT BE INSTALLED BELOW OR WITHIN 45 DEG OF LIGHT EDGE. 4. PIPING SHALL NOT OBSTRUCT SERVICE CLEARANCES REQUIRED FOR EQUIPMENT. 3. INSTALL WITH SUFFICIENT CLEARANCES FOR INSTALLATION OF OTHER CONTRACTOR'S WORK. 2. REVIEW DRAWINGS FOR EXACT LOCATION OF PIPE SPACES, CEILING HEIGHTS, CEILING GRID, LIGHT FIXTURES AND GRILLES BEFORE INSTALLING PIPING. 1. COORDINATE LOCATIONS OF PIPING WITH PIPING, DUCTWORK, CONDUIT AND EQUIPMENT OF OTHER CONTRACTORS. G. COORDINATION F. INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT INTERFERE WITH USE OF SPACE. CONCEAL PIPING WITHIN WALLS AND CHASES OR ABOVE CEILINGS. E. INSTALL PIPING PARALLEL TO WALLS AND CEILINGS AND AT HEIGHTS WHICH DO NOT OBSTRUCT WINDOWS, DOORWAYS, STAIRWAYS, OR PASSAGEWAYS. OFFSET OR REROUTE PIPING TO CLEAR INTERFERENCES WHICH DEVELOP IN THE FIELD. D. INSTALL PIPING LEVEL, TAKING INTO ACCOUNT DRAINAGE REQUIREMENTS. PIPING SHALL NOT FOLLOW ROOF PITCH WHERE PITCH CHANGES. C. INSTALL PIPE AND FITTINGS IN ACCORDANCE WITH NFPA 13, MANUFACTURERS INSTALLATION INSTRUCTIONS AND RECOGNIZED INDUSTRY PRACTICES. B. PIPE AND FITTINGS: PROVIDE PER NFPA 13. A. DESIGN REQUIREMENTS: ALL SYSTEM COMPONENTS SHALL BE RATED FOR THE MAXIMUM WORKING PRESSURE TO WHICH THEY ARE EXPOSED BUT NOT LESS THAN 175 PSIG. 21 13 13 PIPING A. PROVIDE IDENTIFICATION PER NFPA 13. 21 05 53 IDENTIFICATION 3. ID TO CLOSELY FIT AROUND PIPE, OD THAT COMPLETELY COVERS THE OPENING. 2. ESCUTCHEONS WITH SPRINGS FOR WALL AND CEILING LOCATIONS. 1. INSTALL ONE-PIECE (TWO PIECE FOR EXISTING PIPING) POLISHED CHROME PLATED STEEL ESCUTCHEONS AT PENETRATIONS EXPOSED IN FINISHED ROOMS (ROOMS WHICH DON'T HAVE UNFINISHED CONCRETE FLOORS). G. ESCUTCHEONS 2. SEALANT CONTRACTOR SHALL PROVIDE SEALANTS AT ALL EXPOSED LOCATIONS IN FINISHED ROOMS. 1. FIRE PROTECTION CONTRACTOR SHALL PROVIDE ALL SEALANTS WHERE JOINT IS HIDDEN AND WHERE JOINT IS EXPOSED IN MECHANICAL ROOM. F. SEALANTS E. SEE PLANS FOR ADDITIONAL WALL PENETRATION DETAILS. 3. WHERE UL FIRE-STOP SYSTEM REQUIRES A SLEEVE, FURNISH AND INSTALL SLEEVES FOR NEW DRYWALL WALLS, AND CONCRETE WALLS AND FLOORS. FURNISH SLEEVES TO THE MASON CONTRACTOR FOR INSTALLATION IN NEW MASONRY WALLS. PROVIDE SLEEVE AND GROUT SLEEVE IN EXISTING MASONRY WALLS. 2. SEAL OPENING AROUND PIPE WITH A UL APPROVED FIRE-STOP SYSTEM HAVING AN F-RATING NOT LESS THAN THE HOURLY RATING OF THE ASSEMBLY BEING PENETRATED. 1. SLEEVE REQUIRED FOR PENETRATION OF CONCRETE AND MASONRY WALLS AND FLOORS. D. FIRE RATED INTERIOR WALL AND FLOOR PIPE PENETRATIONS 3. ANCHOR LENGTH SHALL EXCEED DECK DEPTH. 2. ANCHORED TO BOTTOM OF DECK FLUTES, NOT UPPER FLUTE. 1. MAXIMUM HANGER LOAD OF 50 LBS. C. ATTACHMENT TO METAL DECK: HANGERS MAY BE ANCHORED TO METAL FLOOR/ROOF DECK IF ALL THE FOLLOWING CONDITIONS ARE MET: B. HANGERS SHALL NOT BE ATTACHED TO JOIST BRIDGING. A. PROVIDE PIPE HANGERS AND SUPPORTS IN COMPLIANCE WITH NFPA 13. 21 05 29 SUPPORTS AND HANGERS 3. INSPECTIONS SHALL BE MADE BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND INSPECTORS HAVING JURISDICTION. 2. ALL TESTS SHALL BE CONDUCTED IN THE PRESENCE OF AND TO THE SATISFACTION OF THE OWNER OR AN AUTHORIZED REPRESENTATIVE. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING AND CERTIFICATION OF SYSTEMS AND ORDERING INSPECTIONS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. N. TESTS AND INSPECTIONS 1. FPC IS RESPONSIBLE FOR VERIFYING AND OBTAINING WATER FLOW TEST DATA FOR DESIGN. TESTS TO BE REPRESENTATIVE OF HIGH WATER USE PERIODS. M. AVAILABLE WATER FLOW DATA 1. PROVIDE OPERATING INSTRUCTIONS FOR A TOTAL OF ONE HALF (0.5) HOUR. MAINTAIN A RECORD OF OPERATING INSTRUCTION PERIODS. L. LEAVE SYSTEM IN PROPER WORKING CONDITION AT THE TIME OF FINAL CLEAN-UP. K. PROVIDE ALL CUTTING AND PATCHING NECESSARY FOR FIRE PROTECTION WORK INSTALLATION UNLESS THIS WORK IS IDENTIFIED TO BE THE WORK OF OTHER CONTRACTORS. PATCHING SHALL MATCH ADJACENT SURFACES. CORE DRILL OR SAW-CUT OPENINGS THROUGH EXISTING CONCRETE. J. COORDINATE WORK WITH OTHER CONTRACTORS AND MAKE ADJUSTMENTS TO THE FIRE PROTECTION SYSTEM INSTALLATION WHERE IT WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES. IF THE FPC INSTALLS WORK BEFORE COORDINATING IT WITH OTHER TRADES SO AS TO CAUSE INTERFERENCE WITH WORK OF OTHER TRADES, THE FPC SHALL MAKE NECESSARY CHANGES IN THE WORK TO CORRECT THE CONDITION WITHOUT EXTRA CHARGES. I. THE REQUIREMENTS OF MUNICIPAL AND STATE CODES, LAWS, ORDINANCES AND REGULATIONS, AND NFPA ARE MADE PART OF THESE SPECIFICATIONS AND SHALL BE COMPLIED WITH AS FAR AS THEY APPLY TO THE WORK. H. DETAILS AND SCHEDULES ARE SHOWN TO AID THE CONTRACTOR AND ARE NOT MEANT TO BE INCLUSIVE OF ALL DEVICES. PROVIDE REQUIRED EQUIPMENT AND ACCESSORIES FOR A COMPLETE INSTALLATION. G. FINAL DESIGN DRAWINGS SHALL BE SUBMITTED TO EXCEL ENGINEERING. 3. NUMBER OF PRINTS AS REQUIRED TO OWNER'S INSURING AUTHORITY. 2. NUMBER OF PRINTS AS REQUIRED TO LOCAL FIRE DEPARTMENT AUTHORITY. 1. EXCEL ENGINEERING F. DRAWINGS INDICATING NEW FIRE PROTECTION SYSTEMS TO BE INSTALLED WITH PIPE SIZES, ETC., AND COPY OF SYSTEMS HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE FOLLOWING FOR REVIEW: E. IF THE CONTRACTOR'S FIRE PROTECTION DESIGN REQUIRES ANY MODIFICATIONS OR ADDITIONS TO THE BUILDING IN ORDER TO MEET THE SPRINKLER SYSTEM REQUIREMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF MODIFICATIONS OR ADDITIONS OR SHALL SPECIFICALLY NOTE IN THE BID THE WORK REQUIRED. D. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING AND SIZING THE DISTRIBUTION SYSTEMS BY HYDRAULIC CALCULATION, AND SHALL PROVIDE THE NECESSARY ENGINEERING DRAWINGS AND CALCULATIONS TO OBTAIN ACCEPTANCE OF ALL AUTHORITIES HAVING JURISDICTION. C. CONTRACTOR SHALL COMPLETE DESIGN AND SUBMIT FOR APPROVAL TO AUTHORITIES HAVING JURISDICTION WITHIN 60 DAYS OF CONTRACT AWARD. CONSTRUCTION REWORK COSTS INCURRED BY OTHER CONTRACTORS DUE TO FAILURE BY FPC TO OBTAIN APPROVAL IN A TIMELY MANNER SHALL BE BORNE BY THE FIRE PROTECTION CONTRACTOR. B. FIRE PROTECTION CONTRACTOR SHALL BE LICENSED BY THE STATE OF WHICH THE WORK IS BEING PERFORMED TO FURNISH AND INSTALL FIRE PROTECTION SYSTEMS. A. PROVIDE A COMPLETE DESIGN/BUILD FIRE PROTECTION SYSTEM FOR THE PROPOSED PROJECT. 21 05 00 BASIC FIRE PROTECTION REQUIREMENTS D. WHER THE F.P.C. IS REQUIRED TO PAINT, THE PAINTING SHALL BE DONE IN ACCORDANCE WITH THE PAINTING PORTION OF THE ARCHITECTURAL SPECIFICATION. C. IF FINISH BECOMES RUSTED, CORRODED, SCRATCHED, OR FLAKED DURING STORAGE OR INSTALLATION, REFINISH THE EQUIPMENT TO THE SATISFACTION OF THE OWNER. B. COORDINATE WORK WITH THE PAINTERS SO THAT ALL EQUIPMENT IS INSTALLED PRIOR TO PAINTING. F.P.C. SHALL PAINT ITEMS IF NOT IN PLACE PRIOR TO NORMAL ROUTINE PAINTING. A. PREPARE EXPOSED PIPE, FITTINGS, SUPPORTS, AND ACCESSORIES FOR FINISH PAINTING IN ROOMS THAT WILL HAVE CEILING AND STRUCTURE PAINTED. 09 91 00 FINISH AND PAINTING 3. FAILURE TO SUBMIT SHOP DRAWINGS SHALL NOT RELIEVE CONTRACTOR FROM PROVIDING THE SPECIFIED EQUIPMENT AND MATERIALS. 2. SHOP DRAWINGS SHALL CLEARLY INDICATE SPECIFIC MODEL BEING PROVIDED WHERE CUT SHEETS SHOW MULTIPLE MODELS. 1. SEE SPECIFICATIONS ON T2 SHEETS FOR ADDITIONAL REQUIREMENTS AND SUBMISSION PROCEDURES. B. SHOP DRAWINGS, PRODUCT DATA, TEST RESULTS AND SAMPLE SUBMITTALS: 1. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE TENANT WORK LETTER AND IS TO CLARIFY ANY DISCREPANCIES WITH EXCEL ENGINEERING, INC. PRIOR TO BEGINNING WORK. A. SEE T2 SHEETS FOR ADDITIONAL REQUIREMENTS. 01 11 00 GENERAL REQUIREMENTS A. SEE T2 SHEETS FOR ADDITIONAL REQUIREMENTS. 00 72 00 GENERAL CONDITIONS DIVISION 21 FIRE PROTECTION DESIGN CRITERIA DESIGNATION SYSTEM HAZARD/ MINIMUM REMOTE HOSE TYPE COMMODITY DENSITY (3) AREA ALLOWANCE LH WET LIGHT HAZARD (1) 0.10 GPM/S.F. 1,500 S.F. (2) 100 GPM OG1 WET ORDINARY GROUP 1 (1) 0.15 GPM/S.F. 1,500 S.F. (2) 250 GPM - CONTRACTOR SHALL VERIFY DESIGN CRITERIA. (1) QUICK RESPONSE HEADS. (2) REDUCE REMOTE AREA BY 2007 NFPA 13 FIG. 11.2.3.2.3.1 FOR AREAS WITH QUICK RESPONSE SPRINKLERS. SEE REFLECTED ARCH PLAN FOR CEILING HEIGHTS. (3) INCREASE AREA OF OPERATION BY 30% FOR AREAS WITH SLOPED CEILING GREATER THAN 1 IN 6. SPRINKLER REQUIREMENTS LOCATION STYLE TEMPERATURE FINISH CUSTOM CENTER OF TILE CLASSIFICATION COLOR (FOR LAY-IN CEILINGS) A CONCEALED ORDINARY WHITE N/A YES B UPRIGHT ORDINARY BRASS N/A N/A - CENTER OF TILE LOCATION ESTABLISHED AFTER CEILING GRID IS INSTALLED. - ALL TEMPERATURES AS LISTED UNLESS OTHERWISE REQUIRED BY NFPA. - SIDEWALL HEADS ARE ACCEPTABLE IN LIEU OF PENDENT WHERE APPLICABLE. CONNECT TO EXISTING EQUIPMENT BY OTHERS. CONNECTION BY FPC EL ELEVATION TYP TYPICAL TTS TIGHT TO STRUCTURE BJ TJ BETWEEN JOISTS THRU JOISTS NIC NOT IN CONTRACT ABBR. MISCELLANEOUS ABBREVIATIONS AFF AFG EC FPC GC HC NTS OC PC WP FIRE - 1 HOUR FIRE - 3 HOUR FIRE - 2 HOUR FIRE - 4 HOUR SYM. NOTE: ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWINGS. SYM. IDENTIFICATION IDENTIFICATION LEGEND ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ELECTRICAL CONTRACTOR FIRE PROTECTION CONTRACTOR GENERAL CONTRACTOR / CONSTRUCTION MANAGER HVAC CONTRACTOR NOT TO SCALE ON CENTER PLUMBING CONTRACTOR WEATHER PROOF FIRE RATED WALLS ABBR. DETAIL OR SECTION NUMBER SHEET NUMBER IMP INSULATED METAL PANEL CONCENTRIC JOIST HANGER THRU JOIST BOTTOM CHORD. -NO ANGLE BRACE REQ'D IF LOAD OCCURS WITHIN 4" OF A JOIST PANEL POINT CENTERLINE -DETAIL APPLIES TO LOADS ABOVE OR HUNG BELOW JOISTS IN EXCESS OF 100 LBS. L1 1/2 x 1 1/2 x 3/16 STEEL ANGLE EACH SIDE BY STRUCTURAL STEEL ERECTOR. -LOADS HUNG FROM BOTTOM CHORD SHALL BE CONCENTRICALLY LOADED. CLAMP STYLE THRU-ROD STYLE OR STEEL WASHER PLATE. PANEL POINT. TYP.EA.END 3/16" 1" EXTERIOR OF PIPE OR INSULATION. NON-HARDENING SEALANT (PROVIDE BACKER ROD AS REQUIRED) DRYWALL WALL EXPOSED IN FINISHED ROOMS CHROME PLATED STEEL ESCUTCHEON PLATE CONCEALED SIDE OF WALL, EXPOSED IN MECH. EQUIP. ROOM, OR OUTDOORS 2017 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL PRELIMINARY DATES NOT FOR CONSTRUCTION 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926-9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/1/2018 3:41:18 PM C:\Users\TonyC\Documents\1757840_Fire_Central_(rvt 2015)_tony.cGCK3T.rvt LEGEND, SPEC, SCHEDULES, AND DETAILS 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 700 ● CARMEL, IN 46032 JAN. 31, 2018 FP0.1 FIRE PROTECTION SPECIFICATIONS NUMBER SHEET NAME FIRE PROTECTION FP0.1 LEGEND, SPEC, SCHEDULES, AND DETAILS FP1.1 FIRST FLOOR PLAN SHEET INDEX FP0.1 NOT TO SCALE 1 JOIST HANGER CONNECTION DETAIL FP0.1 NOT TO SCALE 2 PIPE PENETRATION THRU STUD WALL 03/29/18 Nick Mishler