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Q KEY NOTE DENOTED BY THIS SYMBOL. SEE PLAN. <br />E <br />FIRE PROTECTION WATER SUPPLY <br />X❑ PUBLIC ❑ PUBLIC + PUMP ❑ FIRE PUMP ❑ OTHER <br />PUBLIC FLOW TEST: STATIC = 65 PSI RESIDUAL = 45 PSI FLOW = 998 GPM <br />SOURCE OF TEST: CITY OF ZEPHYRHILLS <br />DATE OF TEST: 04/14/23 <br />TEST LOCATION: TRUMP PL 0 CORREIA DR <br />FIRE PUMP DATA: N/A RATED GPM = N/A RATED PSI = N/A <br />STORAGE TANK SIZE: N/A MISC. NOTES: <br />e <br />r <br />0 <br />UG4 / <br />/ O HY➢ ES <br />EXISTING FIRE HYDRANT <br />WITH GATE VALVE <br />(TEST HYDRANT) <br />FIRE PROTECTION SITE PLAN r <br />(FOR HYDRAULIC REFERENCE ONLY) <br />0 10 20 <br />SCALE: 1" = 20'-0" <br />A FIRE PROTECTION SITE PLAN HAS BEEN SHOWN <br />ON THESE PLANS IN ORDER TO SHOW THE <br />UNDERGROUND HYDRAULIC NODES USED IN THE <br />CALCULATIONS AND THE GENERAL LAYOUT OF THE <br />FIRE PROTECTION SYSTEM RELATED COMPONENTS. <br />THE SITE PLAN SHOWN ON THESE PLANS IS TO BE <br />USED FOR HYDRAULIC REFERENCE ONLY. SEE THE <br />SITE UTILITY DRAWINGS FOR CONSTRUCTION <br />REQUIREMENTS. <br />1 <br />I <br />I <br />/ I <br />BELOW MEZZANINE FIRE SPRINKLER PLAN 3/1611= 1' 0" <br />DRAWINGS PREPARED BY: <br />KEY NOTE LEGEND (THIS SHEET): <br />101. 6" FIRE SPRINKLER UNDERGROUND LEAD-IN <br />LOCATION. SEE THE FIRE PROTECTION SITE PLAN ON <br />SHEET FP-2 FOR UNDERGROUND CONFIGURATION. <br />102. 6" FIRE SPRINKLER RISER LOCATION. <br />103. 6" FIRE SPRINKLER RISER UP TO OVERHEAD FIRE <br />SPRINKLER SYSTEM. <br />3 It 1104. NOT USED. <br />105. PROVIDED GALVANIZED DRAIN PIPING THROUGH THE <br />EXTERIOR WALL WITH A GALVANIZED 45'ELL <br />DISCHARGED TO SPLASH BLOCK ON GRADE. <br />106. 2 Y" DROP FROM OVERHEAD FIRE SPRINKLER <br />SYSTEM. INSTALL 2 72" X 1" DRAIN ELBOW AND 1" <br />AUX DRAIN AT BOTTOM OF DROP. <br />FIRE SPRINKLER DRAWING LEGEND <br />SYMBOL <br />DESCRIPTION <br />4° PIPE SIZE <br />10-0 PIPE LENGTH IN FEET -INCHES <br />4— INDICATES PITCHED PIPE <br />(ARROW POINTS TOWARD LOWER ELEVATION) <br />22 <br />HYDRAULIC REFERENCE POINT <br />[ 24 et] <br />ELEVATION BELOW TOP OF STEEL (INCHES) <br />[10-6 ] <br />ELEVATION ABOVE FINISHED FLOOR (FEET -INCHES) <br />10-0 <br />CEILING HEIGHT (FEET -INCHES) <br />—f— <br />HANGER LOCATION <br />-�E— <br />TRAPEZE HANGER LOCATION <br />-- <br />DENOTES PIPE RISE UP OR DOWN <br />STANDARD GROOVED COUPLING <br />--Q— <br />'FIRELOCK' GROOVED COUPLING <br />[— <br />PIPING CAP <br />PIPING PLUG <br />® <br />FIRE SPRINKLER RISER LOCATION <br /># L01 <br />LINE TAG (ONLY IF STOCKLISTED) <br />as <br />MAIN TAG (ONLY IF STOCKLISTED) <br />1). WHEN GROOVED ELLS AND TEES ARE SHOWN CUT -IN ON THE <br />MAINS AND/OR BRANCH LINES, THE GROOVED FITTING TAKE-OUT <br />HAS BEEN REMOVED FROM THE ADJACENT PIPING DIMENSION TAG <br />2). ALL ELEVATION CHANGES INDICATED BY A RISER NIPPLE, OR RISE <br />UP/DN, ARE CENTER -TO -CENTER DIMENSIONS UNLESS <br />CUT -LENGTH DIMENSIONS ARE SPECIFICALLY SHOWN. IN OTHER <br />WORDS, NO TAKE-OUTS HAVE BEEN REMOVED FROM THE RISER <br />NIPPLES OR RISERS (UP OR DOWN). THIS INCLUDES BOTH <br />THREADED AND GROOVED PIPING ELEVATION CHANGES. <br />3). ALL THREADED PIPING DIMENSIONS ARE CENTER -TO -CENTER. <br />4). IF HANGER LENGTHS ARE SHOWN, THEY ARE CENTER -TO -CENTER <br />BELOW MEZZANINE SPRINKLER SYSTEM <br />INSTALLED ABOVE CEILING AND BELOW <br />STRUCTURAL JOISTS. <br />ALL CEILING HEIGHTS 10'-0". <br />THE STRUCTURAL STEEL FRAMING USED TO <br />PREPARE THESE FIRE SPRINKLER DESIGN <br />DOCUMENTS WAS PRELIMINARY AT THE TIME <br />PROVIDED TO HATCHER ENGINEERING, INC. IT IS <br />THE INSTALLING FIRE SPRINKLER CONTRACTOR'S <br />RESPONSIBILITY TO OBTAIN THE STRUCTURAL <br />FRAMING SHOP DRAWINGS AND VERIFY THE PIPING <br />SHOWN ON THE FIRE SPRINKLER SHOP DRAWINGS <br />IS COORDINATED WITH THE STRUCTURAL FRAMING <br />PLAN PRIOR TO FABRICATION OR INSTALLATION. <br />NOTE: <br />HATCHER ENGINEERING, INC. <br />WHEN SIGNED AND SEALED <br />BY THE <br />ENGINEER -OF -RECORD <br />FIRE PROTECTION ENGINEERING • LIFE SAFETY <br />(USING EITHER A DIGITAL <br />Florida Cert. of Authorization #: 28929 <br />SIGNATURE OR INK <br />PLANT CITY OLDSMAR. <br />SEAL\SIGNATURE), PRINTED <br />COPIES OF THIS DOCUMENT <br />2108 W. Risk Street 720 Brooker Creek Blvd. <br />ARE NOT CONSIDERED <br />Plant City, FL 33563 Suite 205 <br />SIGNED AND SEALED AND <br />Tek (813) 752-6900 Oldsmar, FL 34677 <br />Fax: (813) 752-6911 <br />DIGITAL SIGNATURES MUST <br />BE VERIFIED ON ANY <br />www.hatcherengineering.com <br />ELECTRONIC COPIES. <br />�W e-mail. NUH0hatcherengineering.com <br />ENGINEER OF RECORD: <br />JAMES P. 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