|
r 00' 1 in the c* c)t I he gabo , Is�s���
<br />fro €tt 14p.,1tao at y ' A�o�`a & '' Stt Slatkz, � 4. PSI, 18 Psi, fm� �
<br />fmim 4 tz 22 GiPM @ 1 h�1 thl-6VI in qtl y F o ff St Ation .:. 55 P - Gl
<br />I € ! 2 Irbil. �~t€�N f0l. n1 4,25. �� I;` � %V f �� P I tfce ^,' I Mh a r`��( mod
<br />N!.
<br />Cllr , ace. f ii i ' 2, 0k),
<br />- -_ _......
<br />o�
<br />1' 1•
<br />i• i'
<br />Design Data
<br />T -5,
<br />01-10
<br />4' -0 Q '_10,
<br />VALVE
<br />Hozard LIGHT AND ORDINARY GROUP I
<br />4"
<br />I aff
<br />.
<br />a
<br />8 '_ 5 .
<br />i'
<br />i• . •
<br />Q4
<br />Area 1130 square feet
<br />01-101
<br />4'-0'
<br />` A i 1
<br />0' -6' 0 9'-
<br />1' 1•
<br />•
<br />1' -8 4' -2: 4'-
<br />1'
<br />1'
<br />o _l
<br />4" X 24
<br />REDUCEI
<br />=L TO
<br />SYSTEM
<br />FLOW SWITCH
<br />WIRING TO ALARM
<br />SYSTEM BY ALARM
<br />CONTRACTOR
<br />SHOTGUN
<br />BAR JOIST
<br />Design Data
<br />T -5,
<br />i
<br />celting ht
<br />VALVE
<br />Hozard LIGHT AND ORDINARY GROUP I
<br />4"
<br />0`=11'
<br />1' -0
<br />o _l
<br />4" X 24
<br />REDUCEI
<br />=L TO
<br />SYSTEM
<br />FLOW SWITCH
<br />WIRING TO ALARM
<br />SYSTEM BY ALARM
<br />CONTRACTOR
<br />SHOTGUN
<br />BAR JOIST
<br />Design Data
<br />CHECK
<br />Ateo
<br />4"
<br />VALVE
<br />Hozard LIGHT AND ORDINARY GROUP I
<br />4"
<br />Hose 100
<br />\
<br />CHECK
<br />2" MAIN
<br />VALVE
<br />DRAIN
<br />200'
<br />Area 1130 square feet
<br />108
<br />Contract With
<br />5" STORZ F.D.C.
<br />Walls
<br />- _BUTTERFLY
<br />Flow Test Data
<br />4 "
<br />VALVE W/
<br />"—
<br />CONCRETE
<br />ff TAMPER
<br />6" X 4
<br />55 PSI
<br />lRes 28 PSI JGPM
<br />WIRING TO ALARM
<br />REDUCER
<br />1/2
<br />SYSTEM BY ALARM
<br />5.6
<br />5
<br />CONTRACTOR
<br />FROM 6 "
<br />SUPPLY
<br />DR18 TB
<br />RISER DETAIL (NTS)
<br />01
<br />3
<br />A-
<br />A
<br />J
<br />-- 16' -11A' -
<br />n,'
<br />Cu 0
<br />I 1'
<br />a 0. 1 ,_ 2 , 1 ,_ 10 , 9' -8• 1 1- 0 0
<br />11' -9 ~'
<br />1, Cu °° c i
<br />1' -2' 1' 1• % 4
<br />• ° 4' -i
<br />i' -k0' c 9 1 1 -00 o
<br />(u I , d•
<br />1 • � ; °
<br />0
<br />- 510 1 - 1 3' - N
<br />`II, a cy aff `� -4 i
<br />9' -9'� n
<br />1• 1' 1 ` 1• i' aff •
<br />9 0'_5• b °
<br />0' -6'
<br />N •
<br />1 ' i'""� ' i , v •,
<br />I o
<br />6' -7' 0_11 90--70 0' -10' ° 1� 0• Cu
<br />N o d' 5'_5.
<br />8 '_ 2 •
<br />45' -4' 1
<br />1 40' -8'
<br />_� 4' -6'I
<br />GENERAL UNDERGROUND NOTES
<br />1. ALL DESIGN, INSTALLATION AND MATERIALS SHALL MEET THE LATEST EDITION OF
<br />NFPA 13, NFPA -24 AND ALL RELATED CODES UTILIZED BY THE LOCAL AUTHORITY
<br />HAVING JURISDICTION.
<br />2. ALTHOUGH NOT SHOWN, ALL SLIP - JOINTS AND MJ FITTINGS TO BE FULLY RESTRAINED WITH
<br />MEGALUGS IN ACCORDANCE WITH NFPA 24 STANDARDS.
<br />3. ALL UNDERGROUND PIPE TO BE AWWA C -900 PVC, DR -18 .. MIN. 150 PSI RATING
<br />ANY EXPOSED SUPPLY PIPING TO BE DUCTILE IRON OR GALVANIZED WITH GALVANIZED FITTINGS.
<br />4. UNDERGROUND FITTINGS TO BE MECHANICAL JOINT WITH MEGALUG RESTRAINTS ...
<br />5, ALL UNDERGROUND PIPE TO BE PROPERLY BEDDED AND BURIED WITH A MINIMUM OF 30 ' OF COVER
<br />6. BEFORE ANY UNDERGROUND PIPING IS BURIED, THE SPRINKLER CONTRACTOR SHALL NOTIFY T - HE
<br />AUTHORITY HAVING JURISDICTION , SO THAT THEY MAY PROPERLY
<br />INSPECT THE SYSTEM PIPING FOR CONFORMANCE WITH CODE REQUIREMENTS.
<br />7. SPRINKLER CONTRACTOR TO PROVIDE 1
<br />A) 150 PSI HYDROSTATIC TEST OF PIPING FOR 2 HRS.
<br />B) COPY OF MATERIAL AND TEST CERTIFICATE, WARRANTY AND INSTRUCTIONS TO THE OWNEIR.
<br />8. FLOW TEST PER CITY OF ZEPHYRHILLS WATER DEPT.
<br />DECEMBER 2, 2009 ,.. STATIC 55 PSI RESIDUAL 28 PSI FLOW 2854 GPM
<br />S
<br />8 �
<br />A
<br />6'-0' L
<br />1 OR 2 HOUR RATED CONCRETE 3M FIRE BARRIER CP
<br />BLOCK WALL ASSEMBLY T -- `'i T - 25WB+ CAULK OR
<br />`- -
<br />EQUAL
<br />CONDUIT
<br />PACKING MATERIAL }
<br />NOTES;
<br />1. CONDUIT WILL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY,
<br />2. THE ANNULAR SPACE BETWEEN CONDUIT AND PERIPHERY OF OPENING WILL BE LESS THAN 1 -18
<br />INCHES.
<br />3. MAXIMUM OF (1) CONDUIT PER FIRESTOP SYSTEM.
<br />4. PACKING MATERIAL - MINIMUM 4 INCH THICKNESS OF MINIMUM 8 PCF MINERAL WOOL BATT
<br />INSULATION WILL BE FIRMLY PACKED INTO OPENING AS A PERMANENT FORM.
<br />5. PACKING MATERIAL WILL BE RECESSED FROM BOTH SURFACES OF WALL AS REQUIRED TO
<br />ACCOMMODATE THE REQUIRED THICKNESS OF CAULK MATERIAL.
<br />6, CAULK MATERIAL - MINIMUM 112 INCH THICKNESS OF FILL MATERIAL WILL BE APPLIED WITHIN
<br />THE ANNULUS, FLUSH WITH BOTH SURFACES OF THE WALL.
<br />7. CONSULT CURRENT U.L. FIRE RESISTANCE DIRECTORY FOR DETAILS.
<br />FIRE RATED CONCRETE BLOCK WALL CONDUIT PENETRATION U.L. C -AJ -1045
<br />NOT TO SCALE
<br />2 H❑UR PENETRATI ❑N DETAIL
<br />GENERAL. NOTES
<br />b
<br />ALL DESIGN, INSTALLATI ❑N AND MATERIALS SHALL BE AS PER NFPA -13 AND ALL
<br />RELATED CODES UTILIZED BY THE AUTHORITY HAVING JURISDICTION.
<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 />WELDED PIPING TO BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA -13 AND AWS D 10.9
<br />LEVEL A4 -3. NO SITE WELDING. FIELD VERIFY PIPE ROUTING AND CUT LENGTHS PRIOR To FABRICATION
<br />SPRINKLER SPACING PER NFPA 13 ...
<br />ABOVE GROUND PIPE (ASTM A- 120 -55)
<br />A) 1' TO 2'... BLACK STEEL, SCH,40 /DYNATHREAD
<br />B) 2 1/2' 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, HANGER MATERIAL TO BE LISTED FOR FIRE SPRINKLER SYSTEMS,
<br />BEFORE ANY SPRINKLER PIPING IS CONCEALED, THE SPRINKLER CONTRACTOR SHALL NOTIFY THE
<br />AUTHOR RITY HAN;ING JURISDICTION , SO THAT THEY MAY INSPECT THE SYSTEM PIPING FOR
<br />CONFORMANCE WITH CODE REQUIREMENTS,
<br />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 />INTREPID FIRE PROTECTIONS SCOPE OF WORK BEGINS 1' ABOVE GRADE AT THE SUPPLY TO
<br />IPE BACK ="LOW FREVENT`_R,
<br />1
<br />1 '
<br />7'_3
<br />ottoM
<br />of
<br />wood
<br />. i
<br />aff
<br />I P1 I
<br />Ln ti �JE
<br />• I �� I`t P '� �o
<br />v 1' ti
<br />4 ,_ i � 1• 5
<br />1, - 6'
<br />P
<br />Bldg.Const.
<br />BAR JOIST
<br />Design Data
<br />I�
<br />45' -4' 1
<br />1 40' -8'
<br />_� 4' -6'I
<br />GENERAL UNDERGROUND NOTES
<br />1. ALL DESIGN, INSTALLATION AND MATERIALS SHALL MEET THE LATEST EDITION OF
<br />NFPA 13, NFPA -24 AND ALL RELATED CODES UTILIZED BY THE LOCAL AUTHORITY
<br />HAVING JURISDICTION.
<br />2. ALTHOUGH NOT SHOWN, ALL SLIP - JOINTS AND MJ FITTINGS TO BE FULLY RESTRAINED WITH
<br />MEGALUGS IN ACCORDANCE WITH NFPA 24 STANDARDS.
<br />3. ALL UNDERGROUND PIPE TO BE AWWA C -900 PVC, DR -18 .. MIN. 150 PSI RATING
<br />ANY EXPOSED SUPPLY PIPING TO BE DUCTILE IRON OR GALVANIZED WITH GALVANIZED FITTINGS.
<br />4. UNDERGROUND FITTINGS TO BE MECHANICAL JOINT WITH MEGALUG RESTRAINTS ...
<br />5, ALL UNDERGROUND PIPE TO BE PROPERLY BEDDED AND BURIED WITH A MINIMUM OF 30 ' OF COVER
<br />6. BEFORE ANY UNDERGROUND PIPING IS BURIED, THE SPRINKLER CONTRACTOR SHALL NOTIFY T - HE
<br />AUTHORITY HAVING JURISDICTION , SO THAT THEY MAY PROPERLY
<br />INSPECT THE SYSTEM PIPING FOR CONFORMANCE WITH CODE REQUIREMENTS.
<br />7. SPRINKLER CONTRACTOR TO PROVIDE 1
<br />A) 150 PSI HYDROSTATIC TEST OF PIPING FOR 2 HRS.
<br />B) COPY OF MATERIAL AND TEST CERTIFICATE, WARRANTY AND INSTRUCTIONS TO THE OWNEIR.
<br />8. FLOW TEST PER CITY OF ZEPHYRHILLS WATER DEPT.
<br />DECEMBER 2, 2009 ,.. STATIC 55 PSI RESIDUAL 28 PSI FLOW 2854 GPM
<br />S
<br />8 �
<br />A
<br />6'-0' L
<br />1 OR 2 HOUR RATED CONCRETE 3M FIRE BARRIER CP
<br />BLOCK WALL ASSEMBLY T -- `'i T - 25WB+ CAULK OR
<br />`- -
<br />EQUAL
<br />CONDUIT
<br />PACKING MATERIAL }
<br />NOTES;
<br />1. CONDUIT WILL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY,
<br />2. THE ANNULAR SPACE BETWEEN CONDUIT AND PERIPHERY OF OPENING WILL BE LESS THAN 1 -18
<br />INCHES.
<br />3. MAXIMUM OF (1) CONDUIT PER FIRESTOP SYSTEM.
<br />4. PACKING MATERIAL - MINIMUM 4 INCH THICKNESS OF MINIMUM 8 PCF MINERAL WOOL BATT
<br />INSULATION WILL BE FIRMLY PACKED INTO OPENING AS A PERMANENT FORM.
<br />5. PACKING MATERIAL WILL BE RECESSED FROM BOTH SURFACES OF WALL AS REQUIRED TO
<br />ACCOMMODATE THE REQUIRED THICKNESS OF CAULK MATERIAL.
<br />6, CAULK MATERIAL - MINIMUM 112 INCH THICKNESS OF FILL MATERIAL WILL BE APPLIED WITHIN
<br />THE ANNULUS, FLUSH WITH BOTH SURFACES OF THE WALL.
<br />7. CONSULT CURRENT U.L. FIRE RESISTANCE DIRECTORY FOR DETAILS.
<br />FIRE RATED CONCRETE BLOCK WALL CONDUIT PENETRATION U.L. C -AJ -1045
<br />NOT TO SCALE
<br />2 H❑UR PENETRATI ❑N DETAIL
<br />GENERAL. NOTES
<br />b
<br />ALL DESIGN, INSTALLATI ❑N AND MATERIALS SHALL BE AS PER NFPA -13 AND ALL
<br />RELATED CODES UTILIZED BY THE AUTHORITY HAVING JURISDICTION.
<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 />WELDED PIPING TO BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA -13 AND AWS D 10.9
<br />LEVEL A4 -3. NO SITE WELDING. FIELD VERIFY PIPE ROUTING AND CUT LENGTHS PRIOR To FABRICATION
<br />SPRINKLER SPACING PER NFPA 13 ...
<br />ABOVE GROUND PIPE (ASTM A- 120 -55)
<br />A) 1' TO 2'... BLACK STEEL, SCH,40 /DYNATHREAD
<br />B) 2 1/2' 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, HANGER MATERIAL TO BE LISTED FOR FIRE SPRINKLER SYSTEMS,
<br />BEFORE ANY SPRINKLER PIPING IS CONCEALED, THE SPRINKLER CONTRACTOR SHALL NOTIFY THE
<br />AUTHOR RITY HAN;ING JURISDICTION , SO THAT THEY MAY INSPECT THE SYSTEM PIPING FOR
<br />CONFORMANCE WITH CODE REQUIREMENTS,
<br />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 />INTREPID FIRE PROTECTIONS SCOPE OF WORK BEGINS 1' ABOVE GRADE AT THE SUPPLY TO
<br />IPE BACK ="LOW FREVENT`_R,
<br />1
<br />1 '
<br />7'_3
<br />ottoM
<br />of
<br />wood
<br />. i
<br />aff
<br />I P1 I
<br />Ln ti �JE
<br />• I �� I`t P '� �o
<br />v 1' ti
<br />4 ,_ i � 1• 5
<br />1, - 6'
<br />P
<br />Bldg.Const.
<br />BAR JOIST
<br />Design Data
<br />® Wet ❑ Dry ❑ Pre- Action
<br />Ateo
<br />155'
<br />5.6
<br />Hozard LIGHT AND ORDINARY GROUP I
<br />Sq. Ft. /Hd.
<br />225 SO. FT. MAX -UNO
<br />Hose 100
<br />7850+ SQUARE FEET
<br />Roof
<br />METAL DECK
<br />BRASS UPRIGHT GL5615
<br />Denisity .10 AND .15
<br />200'
<br />Area 1130 square feet
<br />108
<br />Contract With
<br />Walls
<br />CONCRETE BLOCK &WOOD STUD
<br />Flow Test Data
<br />BY CITY OF ZEPHYRHILLS FIRE DEPARTMENT
<br />BCC
<br />Floor
<br />CONCRETE
<br />Date 12/02/09 IStOtic
<br />0
<br />55 PSI
<br />lRes 28 PSI JGPM
<br />2864
<br />BRASS SIDEWALL GL5626
<br />Jc5 No. 101
<br />Bldg. Use Sprinklers
<br />FIRE STATION Revisions
<br />Syrn Mod & Type Orif Temp K- Factor Qty.
<br />5 m No. Date Description
<br />Y
<br />InSt011atlOr) Notes
<br />. �.-
<br />CHROME PENDENT CL5601
<br />1/2
<br />155'
<br />5.6
<br />27
<br />/�
<br />A
<br />�_
<br />NFPA HANGER LOCATION
<br />BRASS UPRIGHT GL5615
<br />1/2
<br />200'
<br />5.6
<br />108
<br />$
<br />BRASS UPRIGHT GL5615
<br />1 / 2
<br />286'
<br />5.6
<br />0
<br />—El
<br />GROOVE COUPLING LOCATION
<br />BRASS SIDEWALL GL5626
<br />1/2
<br />200'
<br />5.6
<br />5
<br />10"
<br />CHROME SIDEWALL GL5626
<br />1/2
<br />155'
<br />5.6
<br />2
<br />A.F.F.
<br />ABOVE FINISHED FLOOR
<br />0
<br />HYDRAULIC REFERENCE POINT
<br />TS
<br />TAMPER SWITCH LOCATION
<br />ALL HEADS = QUICK RESPONSE Total 142
<br />FUM be &Nmd this review of plants submitted Is a
<br />Cw ty review to assist the contractor in complance with
<br />9WICabia fire safety Codes. phis review is not intended
<br />to be a final approval of U18 submitted plans. It is the
<br />Contractor's Bois respansibi t e,lswe that tba plans are i
<br />complete mopliam -0 With all appkal le NFPA codes and
<br />toCA ordinances. In the event that furthef examination or
<br />site inspectlon reveals areas of non- amplianoe, it shall b
<br />Me Contractor's so'a respaaility, at thet sole expenso to
<br />bring thole areas hi Cottipl +atIa City a ssumes no
<br />responsibility for be conYxWs failure to be in covo pll ance
<br />wit,' alt appUr,3ble NFPA Codes atxi tot al ofthar es.
<br />SUBmri' fED PJ AN S) HAVE BEEN VIEWED
<br />BY ZEPHYItIIJ 1 R MARSH S OFFICE
<br />Reviewer:
<br />JAMES M. CURTIS 437912
<br />7 29
<br />F=A -72 1 X 352- 588,j) 1-
<br />715 BAYHEAD HD.
<br />ADE CITY, FL 33523
<br />ZEPHYRHILLS FIRE STATION �2
<br />38410 6th Ave
<br />Zephyrhills, FL 33542
<br />Date ' 12 -02 -09 -
<br />Survey B
<br />Drawn By ; PVC
<br />Approval By : Fire Marshal
<br />Degree Of Sprinklers 165' 212' 2g6
<br />This Sheet
<br />Total On Contract
<br />Scale: 1/8 " =1' -0 uno Dwg. No, 1 OF 1
<br />t P I
<br />IN TREPIC) 1 314 EAST AZALEA AVENUE
<br />FIRE PROTECTION, LLC TAMPA, FL. 33612
<br />f7
<br />Cj
<br />ti
<br />p U ;
<br />40 N
<br />CLI
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