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7838 Gall Blvd (3)
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7838 Gall Blvd (3)
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Last modified
3/4/2025 10:27:03 AM
Creation date
2/25/2025 4:20:28 PM
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Building Plans
Street #
7838
Location
Gall Blvd
Contractor
Hawkins Construction
Building Plans - Permit #
21950
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FIRE PROTECTION NOTES <br />1. FIRE PROTECTION DESIGN IS FOR PUBLIX 1245 "PUBLIX AT ZEPHYR COMMONS" ZEPHYRHILLS, <br />FL. �--I <br />00 oo � <br />1" THREADED 2. THE FOLLOWING ARE APPLICABLE STANDARDS: M o., v. <br />1 TEE FLORIDA FIRE PREVENTION CODE SIXTH EDITION (2017). �� <br />" NFPA 13, 2013 EDITION, INSTALLATION OF SPRINKLER SYSTEMS. rA `p `p <br />1" PLUG a .b <br />3. THIS EXISTING SINGLE STORY CONCRETE BLOCK BUILDING WITH STEEL FRAMING, SUPPORTS s~ • <br />DRY PENDENT GROCERY MERCANTILE OPERATIONS. THE BUILDING IS OPEN CONSTRUCTION AND HAS A LAY -IN N �� <br />C I WRAP ENTIRE PENDENT W/ ACOUSTICAL TILES AND GYPSUM BOARD CEILINGS. SEE ARCHITECTURAL DRAWINGS FOR � 0 p.4 4-4 <br />x'10 1 THERMAL MASTIC TAPE THE SECTIONS, HEIGHTS, ETC. THE BUILDING IS PROTECTED BY A WET -PIPE SPRINKLER SYSTEM WITH <br />z z ' FULL LENGTH OF THE BARREL. DRY PENDENT DROPS TO COLD SECTIONS. <br />o ; ; 1" ARMAFLEX INSULATION <br />`;' o w OVER MASTIC TAPE. 4. OCCUPANCY: 1A <br />z SALES/WORK/CANOPY - ORDINARY HAZARD GROUP 2 AT AN INCREASED DENSITY AS REQUIRED BY <br />O W i i � 1Y4' MIN.- 2Y4" MAX HOLE EXTERIOR WALL PUBLIX. � <br />IN CEILING PANE STORAGE/RECEIVING -ORDINARY HAZARD GROUP 2 AT AN INCREASED DENSITY AS REQUIRED BY _ <br />°r° 1" GLOBE VALVE PUBLIX. <br />L? SET AT 5'-0" A.F.F. LIJ <br />OFFICE - LIGHT HAZARD. ~ <br />GALVANIZED NIPPLE <br />1 I M <br />GALVANIZED 450 ELBOW 5. WHERE HYDRAULIC CALCULATIONS ARE REQUIRED, USE THE FOLLOWING PUBLIX DENSITY Q <br />SILICON SEAL FILL WITH AND AREA REQUIREMENTS: 0� <br />TOP OF FOAM EXPANDABLE FOAM SMOOTH BORE CORROSION W 0 <br />f RESISTANT OUTLET GIVING SALES/WORK/ 0.18 gpm/sq.ft. OVER THE MOST REMOTE 2,500sq.ft. V z <br />2-PIECE DEEP FLOW EQUIVALENT TO ONE CANOPY AREAS: MAX 130sq.ft. PER SPRINKLER. `� g <br />ESCUTCHEON SPRINKLER �1 0 <br />DRY PENDENT FINISHED FLOOR STORAGE/RECEIVING 0.25 gpm/sq.ft. OVER THE MOST REMOTE 3,000sq.ft. WITH NO O <br />AREAS: IN -RACK SPRINKLERS AND A MAXIMUM STORAGE HEIGHT OF V <br />VIKING OR RELIABLE DRY PENDENTS ONLY 12'-0". MAX 100sq.ft. PER SPRINKLER. <br />FREEZER/COOLER SAME AS STORAGE/RECEIVING AREAS, EXCEPT DRY TYPE <br />PENDENT SPRINKLER HEADS ARE USED. o <br />M <br />6. ALL MATERIALS, FABRICATION AND INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13, Z <br />� > <br />2013 EDITION, PUBLIX STANDARDS, AND THE AUTHORITY HAVING JURISDICTION. W J <br />w o <br />7. ALL PIPING 1" THROUGH 2" SHALL BE SCHEDULE 40 STEEL PIPE. ALL PIPING 2Y2" THROUGH 6" 0 <br />DRY PENDENT INSTALLATION DETAIL NTS $ EXISTING INSPECTOR'S TEST CONNECTION NTS 4 SHALL BE SCHEDULE 10 STEEL PIPE OR HEAVIER. WET PIPING SHALL BE BLACK STEEL. WHERE o a-, <br />APPLICABLE. <br />FIRE PROTECTION SPRINKLER LEGEND <br />SYMBOL <br />DESCRIPTION <br />EXISTING PENDENT SPRINKLER TO REMAIN <br />1' <br />EXISTING DRY PENDENT SPRINKLER TO REMAIN <br />EXISTING UPRIGHT SPRINKLER TO REMAIN <br />EXISTING UPRIGHT SPRINKLER ON SPRIG -UP TO REMAIN <br /><� <br />EXISTING SIDEWALL SPRINKLER TO REMAIN <br />0 <br />EXISTING UPRIGHT SPRINKLER TO REMAIN <br />NO NO ON <br />NEW UPRIGHT SPRINKLER (ON SPRIG -UP IF NECESSARY) <br />ON <br />NEW PENDENT SPRINKLER <br />OR <br />RELOCATED PENDENT SPRINKLER <br />&N <br />NEW DRY PENDENT SPRINKLER (VIKING) <br />- — — - <br />EXISTING SPRINKLER PIPE TO REMAIN <br />NEW SPRINKLER PIPE <br />® <br />EXISTING WET SPRINKLER RISER <br />® <br />EXISTING DRY SPRINKLER RISER <br />C; <br />EXISTING FIRE DEPARTMENT CONNECTION <br />-E <br />PLUGGED OUTLET <br />® <br />PLUGGED OUTLET <br />8. LOCATION OF HORIZONTAL SPRINKLER PIPING RUNS SHALL MATCH EXISTING LOCATIONS. <br />9. FIRE SPRINKLER CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS <br />BEFORE ANY BIDDING, FABRICATION AND INSTALLATION HAS BEGUN. <br />10. FIRE SPRINKLER CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES THAT MAY <br />BAR JOIST COME INTO CONFLICT BEFORE ANY INSTALLATION. <br />11. FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY SPRINKLER <br />F HEADS AND DROPS AS NECESSARY FOR DEMOLITION OF ANY KIND. U <br />TOP BEAM CLAMP--"' -� <br />SWIVEL HANGER RING <br />12. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR DETERMINING ALL DIMENSIONS. - <br />—� � <br />13. FIRE SPRINKLER CONTRACTOR SHALL VERIFY PLENUM SPACES FOR EXISTING SPRINKLERS. ~ <br />PLENUM SPACES DURING SITE SURVEY WERE INACCESSIBLE. W <br />L —i L 14. THE FOLLOWING ARE ACCEPTABLE SPRINKLER HEAD MATERIAL MANUFACTURERS: Q >- <br />----- ALL -THREAD RELIABLE <br />ROD (LENGTHS TYCO¢ <br />PIPE (SPECIFY SIZE VARY) CTAULIC a- <br />& LENGTH) VIKINGLIJ <br />SWIVEL HANGER "L <br />M <br />RING 15. SPRINKLER SYSTEMS, INCLUDING ALL ASSOCIATED FIRE PROTECTION SIGNALS, SHALL BE CL M <br />SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY, AUXILIARY, OR REMOTE STATION o M <br />SYSTEM IN ACCORDANCE WITH NFPA. X x <br />fn <br />BRANCH LINE PIPE MAY HANG FROM THE BOTTOM OF w J 0° z <br />16. ALL PENETRATIONS THROUGH RATED WALLS TO BE PATCHED AS NECESSARY. a a <br />STEEL. ALL CROSS MAIN PIPING SHALL HANG TO THE z o w <br />TOP OF STEEL. M g <br />17. ALL FIRE SPRINKLER COMPONENTS ARE TO BE RATED FOR THE MAXIMUM SYSTEM WORKING <br />PRESSURE TO WHICH THEY ARE EXPOSED IN ACCORDANCE WITH NFPA 13, 2013 EDITION, SECTION <br />6.1.3. <br />18. ALL FIRE SPRINKLER COMPONENTS SHALL BE U.L. LISTED AND F.M. APPROVED. <br />19. FIRE SPRINKLER HEADS AND/OR ESCUTCHEONS THAT HAVE CORRODED SHALL BE REPLACED <br />WITH NEW TO MATCH EXISTING. <br />20. PROVIDE AND INSTALL NEW SPRINKLERS TO MATCH EXISTING. <br />LEGEND NTS 7 TRAPEZE HANGER DETAIL NTS 3 21. ALL NEW SPRINKLER PIPING IS TO BE THE SAME SIZE AND TYPE AS EXISTING PIPING. <br />22. PATCH AND REPAIR ANY EXISTING WALL OR SOFFIT WHERE A SPRINKLER IS EITHER BEING <br />RELOCATED OR REMOVED. THE WALL OR SOFFIT SHALL BE PATCHED AND REPAIRED TO MATCH <br />THE EXISTING CONDITIONS. <br />J <br />SHEET NOTES Q <br />L <br />NOTE: SCHEDULE 40 THREADABLE PIPE TO BE USED O RELOCATE THE EXISTING PENDENT SPRINKLER AND REPLACE N W <br />BAR JOIST OR ~— TOP BEAM WITH NEW PENDENT AS SHOWN. V <br />1"ARM-OVER (LENGTHS VARY) BEAM CLAMP 2 INSTALL A MECHANICAL TEE ONTO THE EXISTING BRANCH Cn z <br />O W <br />LINE/CROSS MAIN AND ADD NEW PENDENT SPRINKLERS AS <br />1" ELBOW 1" ELBOW <br />ALL -THREAD SHOWN. � � Cf) <br />ROD (LENGTHS LU <br />RISE --- VARY) O RELOCATE THE EXISTING PENDENT SPRINKLER AND REPLACE <br />1" R �— <br />RISE WITH NEW PENDENT AS SHOWN. ALSO ADD A NEW PENDENT AS <br />NIPPLENEW 1" SPRINKLER DROP SHOWN. V Z <br />EXISTING BRANCH O INSTALL A MECHANICAL TEE ONTO THE EXISTING BRANCH O Z <br />LINE LINE/CROSS MAIN AND ADD NEW UPRIGHT SPRINKLERS AS � o <br />--- SWIVEL HANGER SHOWN. <br />ACOUSTICAL CEILING RING V <br />b W <br />O RAISE THE EXISTING UPRIGHT SPRINKLER TO 1"- 12" <br />BELOW (V M Wo LU <br />O ALL -THREAD ROD SIZES FINISHED ROOF DECK OR MECHANICAL EQUIPMENT. REPLACE <br />NEW PENDENT SPRINKLER �--- 0 O <br />(TO MATCH EXISTING FOR PIPE UP TO 4" IN DIAMETER, %" ROD TO BE USED SPRINKLER IF REQUIRED. Q o i <br />SPRINKLERS) FOR 6" & 8" DIAMETER PIPE, Y2" ROD TO BE USED � J � � <br />O INSTALL A MECHANICAL TEE ONTO THE EXISTING BRANCH g w m J Uj W <br />BRANCH LINE PIPE MAY HANG FROM THE BOTTOM OF LINE/CROSS MAIN AND ADD NEW UPRIGHT SPRINKLERS AS J - :1THIS DETAIL IS TO REPLACE EXISTING SPRINKLER HEADS WITH 's F m ¢ <br />NEW SPRINKLER HEADS AT NEW LOCATION. STEEL. ALL CROSS MAIN PIPING SHALL HANG TO THE NEEDED UNDER REFRIGERATION PIPING. <br />TOP OF STEEL. <br />O co W U <br />7O REPLACE OR FIX LOOSE OR MISSING ESCUTCHEON. a' r- N C0 <br />8O THE EXISTING UPRIGHT IS BLOCKED BY THE STRUCTURE. ♦������K �GNU�tz <br />RELOCATE OR ADJUST SPRINKLER AS NEEDED. �♦♦��o���'c e ` <br />O RELOCATE THE EXISTING UPRIGHT SPRINKLER AND REPLACE *o 67 <br />33 <br />WITH NEW UPRIGHT AS SHOWN. <br />8TATE OFF ;• �� <br />PENDENT SPRINKLER RELOCATION DETAIL NTS 6 BAR JOIST/BEAM HANGER DETAIL NTS 2 10 MEAT & SEAFOOD WORKROOMS: REPLACE SPRINKLERS AND t��;:'��OR,OP:��?`` <br />ESCUTCHEONS IN THESE AREAS TO WHITE POLYESTER <br />�ii�a �oNA... ��������������� ��♦♦♦ <br />COATED SPRINKLERS. THERE HAVE BEEN ISSUES WITH THE s <br />CHROME SPRINKLERS AND ESCUTCHEONS RUSTING OVER <br />STEEL PIPE HANGER LOCATION <br />DETAIL <br />PIPE SIZE <br />A <br />B <br />C <br />1" <br />3'-0" MAX <br />12'-0" MAX <br />3" M I N <br />1 1 /4 " <br />4'-0" MAX <br />12'-0" MAX <br />3" M I N <br />1 1 /2 "- 8" <br />5'-0" MAX <br />15'-0" MAX <br />3" M I N <br />TIME. 2-PIECE DEEP ESCUTCHEONS MAY BE NEEDED IN THESE <br />AREAS DUE TO OBSTRUCTIONS AT THE CEILINGS. <br />11 RELOCATE THE EXISTING DRY PENDENT SPRINKLER AND <br />REPLACE WITH NEW DRY PENDENT AS SHOWN. ALSO ADD A <br />NEW DRY PENDENT AS SHOWN. <br />a <br />U <br />GENERAL NOTE: <br />• CLEAN ALL EXISTING SPRINKLERS FREE FROM DUST <br />NOTE: SCHEDULE 40 THREADABLE PIPE TO BE USED <br />A B <br />BUILD-UP WHERE NEEDED. <br />• PATCH OR FILL ANY HOLES IN THE FREEZER OR COOLER <br />CEILINGS WITH APPROVED INSULATION WHERE <br />EXISTING — <br />SPRINKLERS ARE BEING RELOCATED OR ADDED. <br />BRANCH LINE <br />. NOT ALL PIPE WAS FIELD VERIFIED DURING THE SITE VISIT. $ <br />NEW 1" SPRINKLER DROP <br />THE FIRE SPRINKLER CONTRACTOR SHALL VERIFY PIPE IN <br />NEW 1" ARM -OVER (LENGTHS VARY) <br />.6 <br />FILED DURING THEIR SITE VISIT. <br />HANGER <br />. COORDINATE WITH ALL CEILING FIXTURES, LIGHTS AND <br />— NEW 1" ELBOW <br />EVAPORATOR COILS. <br />NEW 1" ELBOW —NEW 1"SPRINKLER DROP <br />THE UNSUPPORTED LENGTH BETWEEN THE END SPRINKLER AND THE LAST <br />. THE FIRE SPRINKLER CONTRACTOR SHALL PROVIDE <br />HANGER ON THE LINE SHALL NOT EXCEED 36" FOR 1" PIPE, 48" FOR 1Y4" PIPE <br />AS -BUILT DRAWINGS UPON COMPLETION OF WORK. W <br />AND 60" FOR 1)/2" PIPE OR LARGER. THE CUMULATIVE HORIZONTAL LENGTH <br />SUBMIT AS -BUILT DRAWINGS TO PUBLIX, ARCHITECT AND <br />—NEW PENDENT <br />OF AN UNSUPPORTED ARMOVER TO A SPRINKLER, SPRINKLER DROP, OR <br />ENGINEER OF RECORD. � <br />CEILING SPRINKLER HEAD <br />SPRIG -UP SHALL NOT EXCEED 24 . <br />UNSUPPORTED LENGTH WITH MAXIMUM PRESSURE EXCEEDING 100 PSI AND <br />A BRANCH LINE ABOVE A CEILING SUPPLYING SPRINKLERS IN A PENDENT <br />Mrl 0'1\A/ TI Ir ^r-11 161r% \Afl Ir\1 TI Ir AAAV1AI11AA [%TA-rl^ e%M rl r%%A/1\1/1 <br />NEW SPRINKLER HEADS AT NEW LOCATION `vv <br />PRESSURE, WHICHEVER IS GREATER AT THE SPRINKLER, APPLIED OTHER <br />THAN THROUGH THE FIRE DEPARTMENT CONNECTION, EXCEEDS 100 PSI <br />AND A BRANCH LINE ABOVE A CEILING SUPPLIES SPRINKLERS IN A PENDENT <br />POSITION BELOW THE CEILING, THE HANGER ASSEMBLY SUPPORTING THE <br />PIPE SUPPLYING AN END SPRINKLER IN A PENDENT POSITION SHALL BE OF A o <br />TYPE THAT PREVENTS UPWARD MOVEMENT OF THE PIPE. WHERE THE <br />MAXIMUM STATIC OR FLOWING PRESSURE, WHICHEVER IS GREATER AT THE o <br />U <br />s <br />N <br />J <br />N <br />_I <br />K <br />w <br />m <br />a <br />� <br />w <br />� <br />J <br />0 <br />O <br />z <br />M <br />N <br />1b <br />co <br />N <br />w <br />co <br />o <br />CO <br />z <br />1 <br />N <br />w <br />Co <br />3:U <br />Q <br />Uj <br />Ix <br />Q <br />o <br />U <br />SPRINKLER, APPLIED OTHER THAN THROUGH THE FIRE DEPARTMENT <br />CONNECTION, EXCEEDS 100 PSI AND A BRANCH LINE ABOVE A CEILING <br />SUPPLIES SPRINKLERS IN A PENDENT POSITION BELOW THE CEILING, THE G & P Engineering LLC <br />CUMULATIVE HORIZONTAL LENGTH OF AN UNSUPPORTED ARMOVER TO A P.O. Box 196725 FPM! <br />Winter Springs, FL 32719-6725 <br />SPRINKLER OR SPRINKLER DROP SHALL NOT EXCEED 12 IN. FOR STEEL PIPE. (407) 476-3031 ' ECE D <br />Florida PE License #67330 <br />FIRE PROTECTION C.A. #29937 <br />019 <br />PENDENT SPRINKLER RELOCATION DETAIL NTS 5 PIPE HANGER SCHEDULE NTS ENGINEERS in g 2 <br />awkins Constructiotio <br />n, Inc. <br />
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