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<br />STORTZ TYPE. °
<br />PIK DRAIN TO EXTV1
<br />oN SPLASH EL(XK —
<br />i NSPECTV3 TEST & DRAM
<br />CHECK VAL W1 0RAJN
<br />VALVE AND M93
<br />0C T I10L VALVE W/
<br />TAMPE[A SWITCH
<br />SUPPLY P IPE."
<br />FINISHED FLOOR
<br />EXISTIr40 1
<br />NOT TO SCALE
<br />EXISTING RISER. SEE
<br />DETAIL THIS SHEET. ___\N # I # C#1
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<br />5 / — ON
<br />OVERALL S PLAN
<br />NOT i0 SCALE
<br />REMOVE EXIS77NG
<br />UPRIGHT SPRINKLER.
<br />NEW 1" 90 ELL . NEW I" ARMOVER GREA TER
<br />(TYPICAL) I I 24" SHALL AVE ANGER.
<br />EXIS77NG
<br />I* SPRIG `'• - ♦..
<br />EXIS TiNG 2' I I
<br />SRANCHLINE ,,,,, -,NEW I" DROP
<br />NEW 1 " x 314" R.C.
<br />2x4 ACT CEILING
<br />f%..jUARTEwl POINT
<br />SWING JOINT DETAI
<br />NOT TO SCALE
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<br />BEAM CLAMP --
<br />ALL THREAD ROD (A.T.R.)
<br />3/8 N A.T.R. 4 AND SMALLER
<br />ADJUSTABLE SWIVEL RING
<br />OPEN WEB BAR JOIST
<br />FOR 1" T1iR000H 4"
<br />NM
<br />HANG MAINS TO TOP CHORD
<br />OF JOIST ONLY
<br />BRANCHLINES MAY BE HUNG
<br />I L FROM BOTTOM CHORD OF JOIST.
<br />OENI NOT
<br />JCeMI'_1 lEl: 0LAN�S) lt1 VVE EN Ajz h1iwE*
<br />SPRINKLER HEAD LEGEND
<br />SPRINKLER SYSTEM SHALL COMPLY WITH THE 2002 EDITION OF NFPA 13.
<br />SYM
<br />QTY
<br />TYPE
<br />FINISH
<br />TEMP
<br />K
<br />NPT_
<br />MFG,
<br />MODEL
<br />SIN
<br />DESCRIPTION MM COVERAGE
<br />J EX
<br />EXIST
<br />UPRIGHT
<br />BRASS
<br />155
<br />8.00
<br />3/4'
<br />Mete comprmce with aA app NFPA codes and
<br />EXISTING
<br />EXPOSED / 130 SQ.FT. (THROUGHOUT)
<br />ALL WORK SHALL BE COORDINATED WITH OTHER TRADES PRIOR TO FABRICATION.
<br />28
<br />PENDENT
<br />WHITE
<br />155
<br />8.00
<br />3/4'
<br />VIKING
<br />M
<br />VK-352
<br />RECESSED 1" DROP (E--1 ESCUTCH) / 130 SQ.FT.
<br />DRY
<br />3
<br />PENDENT
<br />CHROME
<br />155
<br />5,60
<br />1"
<br />TYCO
<br />DS -1
<br />TY -3235
<br />1" TWO -PIECE DEEP ESCUTCHEON / 130 SQ.FT,
<br />31 = TOTAL QUANTITY FOR THIS TENANT, ALL HEADS ARE QUICK RESPONSE,
<br />TO SPRINKLEM
<br />K e,
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<br />-LOW SWITCH
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<br />ic"
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<br />STORTZ TYPE. °
<br />PIK DRAIN TO EXTV1
<br />oN SPLASH EL(XK —
<br />i NSPECTV3 TEST & DRAM
<br />CHECK VAL W1 0RAJN
<br />VALVE AND M93
<br />0C T I10L VALVE W/
<br />TAMPE[A SWITCH
<br />SUPPLY P IPE."
<br />FINISHED FLOOR
<br />EXISTIr40 1
<br />NOT TO SCALE
<br />EXISTING RISER. SEE
<br />DETAIL THIS SHEET. ___\N # I # C#1
<br />0
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<br />— L - ` 3w% jiK q
<br />5 / — ON
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<br />NOT i0 SCALE
<br />REMOVE EXIS77NG
<br />UPRIGHT SPRINKLER.
<br />NEW 1" 90 ELL . NEW I" ARMOVER GREA TER
<br />(TYPICAL) I I 24" SHALL AVE ANGER.
<br />EXIS77NG
<br />I* SPRIG `'• - ♦..
<br />EXIS TiNG 2' I I
<br />SRANCHLINE ,,,,, -,NEW I" DROP
<br />NEW 1 " x 314" R.C.
<br />2x4 ACT CEILING
<br />f%..jUARTEwl POINT
<br />SWING JOINT DETAI
<br />NOT TO SCALE
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<br />•
<br />ae1"
<br />.
<br />.l
<br />\
<br />1
<br />I
<br />BEAM CLAMP --
<br />ALL THREAD ROD (A.T.R.)
<br />3/8 N A.T.R. 4 AND SMALLER
<br />ADJUSTABLE SWIVEL RING
<br />OPEN WEB BAR JOIST
<br />FOR 1" T1iR000H 4"
<br />NM
<br />HANG MAINS TO TOP CHORD
<br />OF JOIST ONLY
<br />BRANCHLINES MAY BE HUNG
<br />I L FROM BOTTOM CHORD OF JOIST.
<br />OENI NOT
<br />JCeMI'_1 lEl: 0LAN�S) lt1 VVE EN Ajz h1iwE*
<br />1YLEP1iYRHILLS k1 _
<br />SPRINKLER SYSTEM SHALL COMPLY WITH THE 2002 EDITION OF NFPA 13.
<br />2.
<br />SPRINKLER HEADS SHALL BE ORIFICE, STYLE AND TEMPERATURE TO MEET CODE.
<br />REFER TO SPRINKLER HEAD LEGEND THIS SHEET.
<br />3.
<br />�'Ie�e be al this review of plans submitted Is a
<br />SYSTEM TEST SHALL BE WITNESSED BY CITY OF ZEPHYRHILLS FIRE MARSHAL PRIOR
<br />revie'd to mist the contractor i Co with
<br />TO ANY PORTION BEING CONCEALED. GIVE 48 HOURS NOTICE.
<br />kab$e fire safety cotes. Thi review is riot intended
<br />to be a final approval of the submitted plans• it is th 4.
<br />HANGERS TO BE PER DETAILS ON 'THIS SHEET. HANGERS SHALL BE SPACED IN
<br />wrltracws sole responsibility to ensure ih• t tiro Win Oro jr
<br />ACCORDANCE WITH 2002 NFPA 13 REQUIREMENTS.
<br />Mete comprmce with aA app NFPA codes and
<br />local ordinanll In the ewent that further examination or 5.
<br />ALL WORK SHALL BE COORDINATED WITH OTHER TRADES PRIOR TO FABRICATION.
<br />site inspecCon reveals areas of non - compliance, it shall be
<br />the contractor's sole responsibility, at their sole expense to g♦
<br />bring those areas in compliance. The City assumes no
<br />2" PIPING AND LARGER SHALL BE GROOVED SCHEDULE 10 WITH THREAD —O —LETS OR
<br />responsihiltty for the contractor's failure to be in compliance
<br />GROOVE —O- -LETS. 1" PIPING SHALE. BE THREADED SCHEDULE 40. 2" GRIDDED PIPING
<br />wi al appl'K&e NFt A Code and local ordinances.
<br />SHALL BE GROOVED SCHEDULE 10 WITH THREAD —O- -LETS.
<br />7.
<br />ALL PENETRATIONS THRU FIRE RATED WALLS SHALL BE PROPERLY SEALED USING
<br />UL LISTED METHODS AND APPROVED PRODUCTS TO MAINTAIN RATING OF WALL.
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<br />FIRE PROTECTION
<br />FLOOR PLAN
<br />%M PERMIT 0: 104S
<br />CAPSCO JW
<br />APPROVAL: M
<br />DRAWN BY: M B
<br />SCALE: A SHOW
<br />DATE: 6/10/1
<br />F-"--1 of 1
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