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GENERAL NOTES <br />DQSTING SPRD&LER PIPE <br />HANGER VMIN 24' <br />(ISPRD KLER t A <br />CIF REQUIRED) <br />STRUCTURED T[�� I —..0 � NEV 1' AI7MQVER <br />+47ti1,t `,11� <br />3,t44iwjnt <br />FIRE SPRINKLER ARMOVER DETAIL <br />(SEMI— RECESSED) <br />BAR JOIST <br />TOP DCM1 CLAP <br />ALL THREAD ROD <br />HANWR RING <br />HANGER N0, I <br />TOP BEAM CLAMP <br />TYPICAL HANGER DETAILS <br />1 — ALL DESIGN, INSTALLATION AND MATERIALS SHALL BE AS PER NFPA -13 AND ALL <br />RELATED CODES UTILIZED BY THE AUTHORITY HAVING JURISDICTION. <br />2 — IN THE PREPARATION OF THESE PLANS, THE DESIGNER HAS USED CERTAIN ABBREVIATIONS, <br />CONVENTIONS, AND SYMBOLS, THE MEANING WHICH ARE ILLUSTRATED AND EXPLAINED WITHIN <br />THE LEGEND. <br />3 — MATERIALS <br />WELDED PIPING TO BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA -13 AND AWS D 10.9, <br />LBEL A4 -3. NO SITE WELDING. FIELD VERIFY PIPE ROUTING AND CUT LENGTHS PRIOR TO <br />FAERICATION OR INSTALLATION. <br />ABCVE GROUND PIPE (ASTM A- 120 -55) <br />A) I TO 1 1/2 ... BLACK STEEL, SCH.40 /DYNATHREAD <br />B) 2" TO 6" ... BLACK STEEL, SCH.10 /DYNAFLOW <br />FITTINGS FOR 1 " TO 2" TO BE BLACK CAST IRON AND /OR MALLEABLE IRON, RATED FOR 175 PSI <br />WORKING PRESSURE. FITTINGS FOR 2" TO 6" TO BE GROOVED, FLANGED, OR WELDED AND RATED <br />FOR 175 PSI WORKING PRESSURE. <br />HANGER MATERIAL TO BE LISTED FOR FIRE SPRINKLER SYSTEMS. <br />4 — SPRINKLER CONTRACTOR TO PROVIDE : <br />A) 200 PSI HYDROSTATIC TEST OF PIPING FOR 2 HRS. <br />B) COPY OF MATERIAL AND TEST CERTIFICATE, WARRANTY AND INSTRUCTIONS TO THE OWNER. <br />5 — A NOMINAL NUMBER OF SPRINKLERS MAY BE NEEDED TO CORRECT OBSTRUCTED CONDITIONS <br />DUE TO HVAC DUCTS OR OTHER EQUIPMENT INSTALLATIONS. THE CONTRACTOR SHALL ADD HEADS <br />AS REQUIRED WITH ALL CHANGE ORDERS SIGNED BY GENERAL CONTRACTOR. <br />6 — SPRINKLER SPACING PER NFPA 13 ... SPRINKLER STYLE PER OWNER & ARCHITECT. <br />SPRINKLER PIPING SHALL NOT PASS OVER ANY ELECTRICAL PANEL OR SWITCHBOARDS. <br />COORDINATE WITH OTHER TRADES (INCLUDING MECHANICAL, PLUMBING, ELECTRICAL, STRUCTURAL, AND <br />ARCHITECTURAL) FOR AVAILABLE SPACE AND INSTALLATION REQUIREMENTS PRIOR TO COMMENCING <br />FABRICATION AND CONSTRUCTION. <br />BEFORE ANY SPRINKLER PIPING IS CONCEALED, THE SPRINKLER CONTRACTOR SHALL NOTIFY THE <br />AUTHORITY HAVING JURISDICTION , SO THAT THEY MAY INSPECT THE SYSTEM PIPING FOR <br />CONFORMANCE WITH CODE REQUIREMENTS. <br />7 — ALL PIPING PENETRATIONS THRU ANY FIRE RATED ASSEMBLY SHALL BE MADE AND SEALED IN <br />ACCORDANCE WITH A UL LISTED SYSTEM. THE PENETRATION SHALL BE FIRE SEALED IN ACCORDANCE <br />WITH S.B.C.C.I. STANDARD BUILDING CODE, CHAPTER 10 USING A UL LJSTED SYSTEM FROM THE 1993 <br />UL FIRE RESISTANCE DIRECTORY, AND PER LOCAL AUTHORITY HAVING JURISDICTION. <br />8 - EXISTING SPRINKLER SYSTEM IS HYDRAULICALLY CALCULATED FOR ORDINARY HAZARD <br />GROUP 2- MERCANTILE OCCUPANCY <br />NEW TENANT OCCUPANCY IS UGHT HAZARD AND ORDINARY GROUP 1 <br />Please be advised this review of plans submitted is a <br />cursory review to assist the contractor in compliance with <br />applicable fire safety codes. This review is not intended <br />to be a final approval of the submitted plans. It is the <br />contractor's sole responsibility to ensure that the plans are in <br />complete compli,�nce with all applicable NFPA codes and <br />local ordinances. In the event that further examination or <br />site inspection reveals areas of 171 compliance, it shall be <br />the contractor's sole responsibility, at thek sole expense to <br />bring those areas in compliance. The City assumes no <br />responsibility for the contractor's failure to be in compliance <br />with all applicable NFPA Codes and local ordinances. <br />`iUBMI171;D PLAN E BEN UvIE <br />3Y LEPHYRIULL. I RSF01, <br />Da te:_____ , - .___ -- 1 FT <br />SCOPE OF WORK: ADD OR RELOCATE 30 SPRINKLERS FOR PROPER COVERAGE BELOW CEILINGS IN RENOVATED SPACE <br />I <br />j <br />1 <br />SPRINKLER PIPING PLAN <br />= EXISTING PIPING <br />= NEW PIPING <br />Bldg. CM0• <br />I- BEAMS, BAR JOIST <br />Design Data ® Wet <br />❑ Dry ❑ Pre - Action <br />Area <br />2 ,744± SQUARE FEET <br />Roof METAL DECK <br />Hazard LIGHT <br />Sq. Ft. /Hd. <br />225 SQ. FT. M AX. <br />Hose <br />-- <br />Denisity <br />__ <br />Area <br />waits <br />CONCRETE BLOCK & METAL STUD <br />Contract With <br />HAWKEYE CONSTRUCTION <br />Flow Test Data BY <br />Floor' <br />CONCRETE <br />Date <br />__ <br />Static __ <br />Res <br />GPM <br />Job No. 742 <br />lug. Ua <br />RESTAURANT <br />Sprinklers <br />Revisions <br />Syrn <br />Mod & Type <br />Orif <br />Temp <br />K- Factor <br />Qty. <br />SYM <br />Installation Notes <br />No. <br />Date <br />Description <br />R <br />RELOCATED CHROME PENDENT <br />1/2 <br />165' O <br />5.6 <br />20 <br />­7 t— <br />NFPA HANGER LOCATION <br />N <br />NEW CHROME PENDENT <br />1/2 <br />LINO <br />5.6 <br />10 <br />GROOVE COUPLING LOCATION <br />A.F.F. <br />ABOVE FINISHED FLOOR <br />Q <br />HYDRAULIC REFERENCE POINT <br />ALL HEADS = QUICK RESPONSE <br />Total <br />30 <br />FI VE GUYS <br />7954 GALL BOULEVARD <br />ZEPHYRHILLS, FLORIDA 33541 <br />Date: 2 -10 -11 <br />Survey B : <br />Drawn By : B. E. Thompson <br />Approval By : Fire Marshal <br />. Degree Of Sprinklers 165' 1 212' 1 286' <br />This Sheet 30 <br />Total On Contract 30 <br />Scale: 1/4 " =1' -0 uno Dwg. No. 1 OF 1 <br />Q ®IV1.INE 10790 FLORENCE AVENUE <br />THONOTOSASSA, FL. 33592 <br />F W PROTECnONs JW� office: 813 - 955 -MM / fdx 813 - 9864346 <br />email address: frontlinefirefgenaiLcorn <br />