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* ===C <br />to <br />QQ I <br />• 8 J N <br />N M cp <br />CL M <br />�U L+- <br />My <br />U 4. <br />I <br />C3 N N <br />X c0 cD <br />O <br />U d. <br />Q <br />� <br />O <br />U <br />Z <br />N <br />Z <br />IV, <br />`I <br />TO SPRINKLER SYSTEM <br />L <br />i <br />x� w <br />E <br />PIPE DRAIN TO EXTERIOR <br />ON SPLASH BLOCK <br />3 SUPPLY PIPE <br />FINISHED FLOOR <br />EXISTING RISER DETAIL <br />NOT TO SCALE <br />GRAPHIC SCALE <br />4 8 <br />(IN FEET) <br />SCALE 1/8 11 := 1' -0" <br />FLOW SWITCH --------- wo. <br />GROOVE CHECK VALVE <br />INSPECTOR'S TEST & DRAIN <br />—CHECK VALVE WI DRAIN <br />VALVE AND GAGES <br />— coNTRoL VALVE W/ <br />A <br />TAMPER SWITCH <br />y <br />WALL MOUNT FDC <br />STORTZ TYPE. <br />OVERALL <br />NOT TO SCALE <br />SITE PLAN <br />REMOVE EXISTING <br />UPRIGHT SPRINKLER. <br />NEW 1" ARMOVER <br />NEW 1" 90 ELL I I ARMOVERS GREATER THAN <br />(TYPICAL) i I 24" SHALL HAVE HANGER. <br />EXISTING <br />1" SPRIG <br />II <br />EXISTING 2" <br />BRANCHLINE '--,\ NEW I" DROP <br />2x4 ACT CEILING <br />1" x 314" R. C. <br />QUARTER POINT <br />SWING JOINT [DETAIL <br />NOT TO SCALE <br />FIRE PROTECTION PLAN <br />SCALE: 1 /8' = 1' -0" <br />BEAM CLAMP <br />AL_ 11-IREAD ROD (A.T.R.) — <br />3f8" A.T.R. 4" AND SMALLER <br />OPEN WEB BAR JOIST <br />FOR 1" THROUGH 4" <br />ADJUSTABLE SWIVEL RING <br />_j <br />NO <br />HANG MAINS TO TOP CHORD <br />OF JOIST ONLY <br />BRANCHLINES MAY BE HUNG <br />I FROM BOTTOM CHORD OF JOIST. <br />BEAM CLAMP <br />HANGER #1 DETAIL <br />NOT TO SCALE <br />z <br />O <br />V) <br />5 w <br />W w <br />a <br />0 <br />0 <br />M <br />N <br />calm <br />0 <br />Q � <br />o r <br />O <br />z <br />.jG!3M1T1'EU MANkS) IIAVP BEEN KF'ViEW <br />4Y ZEPHYRIiILLS FIR i R' 1AL'S OFFICE <br />Date: <br />GENERAL NOTES= <br />1. SPRINKLER SYSTEM SHALL COMPLY WITH THE 2002 EDITION OF NFPA 13. <br />Please be advised this review of plans submitted 13 8 <br />STYLE AND TEMPERATURE TO MEET "L T"eview to assist the contractor in compliance vAth <br />2. SPRINKLER HEADS SHALL BE ORIFICE, app Ica le fire safety codes. This renew is not interxM <br />REFER TO SPRINKLER HEAD LEGEND THIS SHEET to be a final approval of the submitted plans It is the <br />contractor's sole responsibility to ensure that the plans are i <br />3. SYSTEM TEST SHALL BE WITNESSED BY CITY OF ZEPHYRHILLS FIRE MARSRA6I:RRI0Rip1 ince with all applicable NFPA codes and <br />TO ANY PORTION BEING CONCEALED. GIVE 48 HOURS NOTICE local ordinances. In the event that further examination or <br />site inspection reveals areas of non - compliance, it shell be <br />+^ c tractor's sole responsibility, at their sole expense to <br />4. HANGERS TO BE PER DETAILS ON THIS SHEET. HANGERS SHALL BE SPACE06AUthose areas in cr nI: Hance. The City as-suls no <br />ACCORDANCE WITH 2002 NFPA 13 REQUIREMENTS. responsibiRy for the contractor's failure to be in compliance <br />wl <br />ii applicable NFPA Codes and local ordinary. <br />5. <br />ALL WORK SHALL BE COORDINATED WITH OTHER TRADES PRIOR TO FABRIC&A. <br />6. 2" PIPING AND LARGER SHALL BE GROOVED SCHEDULE 10 WI 40. 2R G PIPING <br />GROOVE —O —LETS. 1" PIPING SHALL BE THREADED SCHEDULE <br />SHALL BE GROOVED SCHEDULE 10 WI11i THREAD —O —LETS. <br />7. ALL PENETRATIONS THRU FIRE RATED WALLS SHALL BE PROPERLY SEALED USING <br />UL LISTED METHODS AND APPROVED PRODUCTS TO MAINTAIN RATING OF WALL. <br />J- <br />W � <br />�-1 0� <br />U `c� <br />04 <br />oN <br />P4 41 w <br />C—'+ cd Mn <br />r-+ <br />t� W tV <br />I � r„ <br />F� Z <br />W <br />Q <br />n P4 <br />W <br />W <br />w <br />0 <br />U <br />APPROVAL MBI <br />SCALE' AS SHOYVI <br />DATE 7/27T <br />FP -1 of 1 <br />