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L THE BUILDING IS DESIGNED TO BE 100 PERCENT SPRINKLED (INCLUDING MECHANICAL EQUIPMENT, TELEPHONE EQUIPMENT, ELECTRICAL EQUIPMENT ROOMS, CLOSETS AND OTHER CONCEALED SPACES. SPRINKLERS THROUGHOUT THE BUILDING OR OTHER APPROVED FIRE EXTINGUISHING SYSTEM(S) MUST BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS: NFPA-13 (2002) STANDARD FOR INSTALLATION OF SPRINKLER SYSTEM, NFPA-101A (2001) LIFE SAFETY CODE, NFPA-241 STANDARD FOR SAFEGUARDMG BUILDING CONSTRUCTION AND DEMOLITION OPERATIONS (2000), FLORIDA BUILDING CODE 2004—BUILDING WITH ALL CURRENT REVISIONS, OR OTHER LOCAL BUILDING OR FIRE CODES, UL AND FM RECUIREMENTS SHALL TAKE PRECEDENCE FOR THE FIRE PROTECTION SYSTEM NSTALLATION. 2. THESE DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING RECORD DRAWINGS WHICH MAY NOT REFLECT ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY THESE DRAWINGS WITH EXISTING FIELD CONDITIONS AND NOTIFY THE ARCHITECT 4 ENGINEER IMMEDIATELY OF INCONSISTENCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION. 3. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT / ENGINEER IMMEDIATELY IF ANY OF THE WORK INDICATED IN THE CONTRACT DOCUMENTS CANNOT BE PERFORMED DUE TO EXISTING FIELD CONDITIONS. 4. THE SUCCESSFUL FIRE PROTECTION CONTRACTOR SHALL PREPARE FABRICATION DRAWINGS, AND SHALL PROVIDE ALL MATERIAL 4 AND EQUIPMENT DATA USED FOR THE CONSTRUCTION FOR ARCHITECT/E -%INFER APPROVAL. 5. THIS CONTRACTOR SHALL INCLUDE COST OF INSTALLATION FOR ADDITIONAL 3 (THREE) SPRINKLER HEADS WITH PIPING t HANGERS AS A RESULT OF EXISTING CONDITIONS AND COORDINATION WITH MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. 1 OR 2 HOUR FIRE RATED GYM M WALLBOARD ASSEMBL 3M FIRE BARRIER© Cr MW+ C4UL.K © WALLBOARD GYPSIM • CONSULT CURRENT UNDERWRITERS LABORATORIES, INC. 'FIRE RESISTANCE DIRECTORY" FOR DETAILS. UL SYSTEM WLIVIS F RATINGS -I AND 2 HR (SEE KEY NOTES ITEM 15) T RATING - 0 HR L RATMG AT AMBIENT - LESS THAN 1 CR" I/SQ FT L RATING AT 400 F - LESS THAN I CFM/SQ FT 1=1RE Ph'�OTECTION NOTES 6. PIPE t FITTING A STEEL PIPE: ASTM A53, ANSI/ASTM A135, BLACK, WEIGHT, SCHEDULE 40. B. STEEL FITTINGS: (ABOVE GRADE), ANSI/ASME B 1625, BUTTWELD ENDS. ASTM A234, WROUGHT CARBON STEEL AND ALLOY STEEL. ANSI/ASME 8165, STEEL FLANGES AND FITTINGS. ANSI/ASME B WPM, FORCsED STEEL. SOCKET WELDED AND THREADED. C. CAST IRON FITTINGS: (ABOVE GRADE)1-1/2" AND SMALLER ANSI/ASME 816.4, SCREWED FITTINGS. D. GROOVED PIPING PRODUCTS: 250 PSI CUT AND ROLL GROOVED PIPING CONNECTIONS 2" AND LARGER (UL t FM). I. HANGERS AND SUPPORTS A PIPING SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE N ACCORDANCE WITH NFPA PAMPHLET NO. 13. HANGERS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF PIPE LINES. HANGERS SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. B. WHERE PIPING IS REQUIRED TO BE HUNG FROM OTHER THAN POURED CONCRETE OR METAL STRUCTURE, SUBMIT PROPOSED METHOD OF SUPPORT TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. C. DISTANCE OF HANGERS FROM HEADS INSTALLED AT THE END OF BRANCH LINE SHALL BE A MAXIMUM OF 2' (TWO FEET) 8. THIS CONTRACTOR SMALL PROVIDE ALL MATERIAL, EQUIPMENT AND OPTIONS REQUIRED FOR COMPLETION OF THE SPRINKLERS INSTALLATION, FINAL TESTING AND APPROVALS. S, FINAL APPROVAL OF THE ENTIRE SYSTEM IS REQUIRED FROM THE AUTHORITY HAVING JURISDICTION. 2O. THROUGH PENETRAN ' T - ONE METALLIC PIPE OR CONDUIT TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPES OR CONDUITS AND PERIPHERY OF OPENING SHALL BE MIN. 1/4 IN. TO MAX. 2 IN. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR CONDUITS MAY BE USED: OA STEEL PIPE - NOM 10 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. OB. IRON PIPE - NOM 10 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE. CO. CONDUIT - NOM 4 IN. DIAM (OR SMALLER) ELECTRICAL METALLIC TUBING, NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT OR NOM 1 IN. DIAM (OR SMALLER) FLEXIBLE STEEL TUBING. D. COPPER PIPE - NOM 4 N. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. OCOPPER TUBE - NOM 4 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBE. 1�3. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: AA TALLIC SLEEVE -CYLINDRICAL SLEEVE FABRICATED FROM 0.0165 IN. THICK (28 GAUGE) GALV SHEET STEEL AND HAVING A MIN 2 IN. LAP ALONG THE LONGITUDINAL SEAM. LENGTH OF STEEL SLEEVE TO BE 1 IN. GREATER THAN THE THICKNESS OF NOTES WALL. SLEEVE INSTALLED BY COILING THE SHEET STEEL TO KEYlO. WALL ASSEMBLY - THE I OR 2 MR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERI S WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A.STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN. 3-5/8 IN. WIDE AND SPACED MAX. 24 N. OC. OB. WALLBOARD, GYPSUM' - 5/8 IN. THICK, 4 FT WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED N THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX. DIAM OF OPENING IS 13 IN. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. A DIAM SMALLER THAN THE THROUGH OPENING, INSERTING THE COIL THROUGH THE OPENINGS AND RELEASING THE COIL TO LET IT UNCOIL AGAINST THE CIRCULAR CUTOUTS N THE GYPSUM WALLBOARD LAYERS. THE ENDS OF THE STEEL SLEEVE SHALL EXTEND MIN. 1/2 IN. BEYOND EACH SURFACE OF THE WALL. B.B. PACKING MATERIAL - IN 2 HR FIRE RATED ASSEMBLIES, MIN. 6-1/8 IN. THICKNESS OF 4 PCF MINERAL WOOL FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. IN 1 HR FIRE RATED ASSEMBLIES MIN. 4-1/8 IN. THICKNESS OF 4 PCF MINERAL WOOL FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. CO. FILL, VOID OR CAVITY MATERIAL• - SEALANT - MIN. 1/2 IN. THICKNESS OF FILL MATERIAL WITHIN ANNULUS, FLUSH WITH ENDS OF STEEL SLEEVE. A MIN. 1/4 IN. BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE STEEL SLEEVE/GYPSUM WALLBOARD INTERFACE ON BOTH SURFACES OF WALL. SPECIFIED TECHNOLOGIES INC. - SRECSEAL 100, 101 OR 105 SEALANT • BEARING THE UL CLASSIFICATION MARKING 0 1 t 2 NR RATED G5 WALL PIPE PENETRATION DETAIL SCALE: N.T.S. LILSYSTEM LUL 1079 - METAL PIPE 10. IN AREA WHERE CEILING MOUNTED EQUIPMENT TO BE INSTALLED ALL SPRINKLER HEADS SHALL BE CONCEALED. 11. ALL NEW BRANCH PIPING SHALL BE IN UNLESS OTHERWISE NOTED. 12. SPRINKLERS 155OF 'TEMPERATURE RATING SHALL BE AS PER PLANS SPECIFICATION AS NOTED ON THE DRAWINGS t NFPA-13 (2002). UNLESS OTHERWISE NOTED ON PLAN. 13. INSTALL NEW PENDENT SPRINKLER HEADS IN THE CENTERS OF CEILING TILES WHERE POSSIBLE. 14. PROVIDE SET OF SPARE SPRINKLER HEADS, WRENCH IN CABINET. INSTALL WITH SPARE HEADS CABINET IN FIRE CONTROL ROOM. 15. NEW HEADS LOCATIONS AND DISTANCE FROM WALLS FOR SMALL t LARGE ROOMS SHALL COMPLY WITH NFPA-13 (2002) STANDARDS. 16. COORDINATE DOWNTIME FOR EACH WORK PHASE WITH THE OWNER 11. THE CONTRACTOR DOING THE SHEET METAL SHOP DRAWINGS AND THE PLUMBING, FIRE PROTECTION, HVAC FOREMAN, t GENERAL CONTRACTOR SHALL INSPECT t REVIEW THE CONDITIONS AND SHALL COORDINATE THEIR WORK SO AS TO PROVIDE ADEQUATE SPACE ALLOWANCE ABOVE CEILING FOR ALL TRADES. THE FIRE PROTECTION CONTRACTOR SHALL INCLUDE IN HIS BID PACKAGE RELOCATION OF BRANCH PIPING AS PER NOTE 5 FROM THE AREA REQUIRED FOR DUCTWORK OR HVAC EQUIPMENT. ROP- IN ANCHOR • D ROD C0UPL ATR IVEL RING OPCL� 00 10 10 00 00 00 00 00 I -BEAM A.T.R SWIVEL R TOP OF TRUSSES C-CLAMP STEEL TRUSSE JIL AT.R SWIVEL HAW. -ER 4 10IPE SI, FrORTS o ASSE1" IDLY DETAIL SCALE: N.T.S. SCREWED ELBOW EXISTING SCREWED ELBOW OR TEE —\ LINE (TYPICAL) CEILING ICI PENANT W'ER 14EAD DETAIL OCALE: N.Tb. FIRE PROTECTION SI-IEET INDEX FPl FIRE PROTECTION NOTES t DETAILS FP2 FIRE PROTECTION FLOOR PLAN t DESIGN CRITERIA 101 FIRE PROTECTION DETAILS t NOTES SCALE: N.T.S. hR�jN REVISIONS BY 0 U ui U U �00> 0Y ce oS_ x E .r 5 EIJ N 0. M o O CO U O ¢ E Q�ti 3 ti o� cc ti� C)LO N ti CO 00 ti ✓ ti N ti a _ 1 s a C 0 Ci Z m C3 C m c w �8 V' CD C c > ¢ m co w uS Lb U_ Z L 0 J 0 O L C J 04 �•'' V) 0 ._ N _y W m LLJ L L 0 0 0 L r E M � m 0 J Li. Date: 02. 09. 11 Scale: AS NOTED Project Mgr: RT Drawn: VK Job: 10-65 Sheet FP1