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<br />. .
<br />-- — ' ELL i — -- '
<br />_ „ 4x3" GRWD REDUCING COUPLING . SYSTEM
<br />` - -
<br />STAGE - 16 HIGH RAISED FLOOR CONSTRUCTED OF (>i -x 0) 4 FIRE RISER W \
<br />NON COMBUSTIBLE METAL STUDS AND FIRE RATED
<br />4" SWITCH
<br />PLYWOOD AS DECKING. NO COMBUSTIBLE MATERIAL WILL ( R NG
<br />W BY O THERS) � to Q 1•
<br />BE STORED WITHIN THIS CONCEALED SPACE. NO SPRK'S 6 HEAD SPRINKLER
<br />5 PER NFPA 13. 8.15.16. ❑ CABINET WITH HEADS FROM BRANCH LINE
<br />a
<br />J
<br />Q)
<br />-- PRPOSED 24' WIDE
<br />1
<br />GRAVEL DRIVEWAY
<br />NEW EIRE HYDRANT P20MDFD .BY an-a-,
<br />ZEPHRYHILLS UTILITIES DEPT..
<br />NEW HYDRANT AND NEW STORZ CONNECTION /B
<br />DEVICE SHALL BE LOCATED WITHIN 50' OF ONE
<br />ANOTHER (GC TO COORDINATE LOCATIONS).
<br />F_
<br />I
<br />I
<br />V Al
<br />AAA FPS, Inc WORK TO START AFTER GATE VALVE
<br />a WITH UG TO DDVC AND UG TO BLDG SERVICE RISER
<br />2 6' PIPE BOLLARDS BY OTHERS
<br />4' CHECK VA WITH 5" 30 DEG STORZ FDC
<br />ON DISCHARGE OF BACKFLOW DEVICE.
<br />UG SHALL BE DR -14 FOR FD PUMPER
<br />PRESSURES AND BLDG CONTROL VALVE
<br />O SHALL BE DELETED FROM RISER.
<br />- -
<br />- - - - -- -� � --- --- --------------------------------
<br />/,�
<br />15'0 I � ` `
<br />1 5' STORZ FDC MOVED TO
<br />120' 6' DR 14 UG SUPPLY DISCHARGE OF BACKFLOW DEVICE
<br />FROM BACKFLOW DEVICE 1
<br />L--------------
<br />6' WATER MAIN EXTENSION 5' BACKFLOW DEVICE PER AHJ STANDARDS. 4' RISER LOCATION
<br />NEW HYDRANT, NEW TAP BACKFLOW DEVICE AND STORZ CONNECTION
<br />AND NEW GATE VALVE TO BE LOCATED WATHIN 15' OF WESTERN EDGE OF
<br />(BY CITY OF ZEPHRYHILLS THE EXST PAVED ROAD SURFACE.❑ Z
<br />UTILITES DEPARTMENT) i
<br />a / WATER FLOW SUMMARY: /
<br />a TEST DATE: 11 -20 -2009
<br />PERFORMED BY. AAA FPS, INC. /
<br />` LOCATION: 1,000 FT FROM SITE /
<br />I STATIC = 62 PSI
<br />RESIDUAL = 40 PSI
<br />FLOW = 1060 GPM /
<br />REDUCED SITE PLAN
<br />NO SCALE /
<br />UNDERGROUND FIRE PROTECTION PIPING SHOWN ENTIRELY FOR THE PURPOSE
<br />11. BACKFLOW PREVENTOR PER AHJ STANDARDS
<br />D
<br />[BACKFLOW PREVENTOR DETAIL
<br />NIO SCALE
<br />SMOOTH BORE CORROSION
<br />RESISTANT OUTLET GIVING
<br />FLOW EQUIVALENT TO ONE
<br />SPRINKLER.
<br />INSPECTOR'S TEST (WET P IPE
<br />NO SCALE
<br />I
<br />STORZ FDC
<br />:CK VALVE
<br />42 [UPRIGHT
<br />AND WRENCHES
<br />ALARM BELL "
<br />(WIRING BY OTHERS)
<br />SUBMITYED PLAN(S) HAVE BEEN REVIEWED -- 5" STORZQ
<br />13Y ZEPH E YRHILLS - I: MARSHAL'S OFFICE - DELETED -
<br />Date: 4 CHECK VALVE EXTERIOR WALL
<br />SHOTGUN RISER CHECK 1" BALL VALVE SET
<br />VALVE WITH (2 ) Q2
<br />AT 5' -O" A.F.F.
<br />'t� viewer: - PRESSURE GAUGES AND -DELETED -
<br />e/ DRAIN ASSEMBLY
<br />• GR. BUTTERFLY VALVE
<br />6'x4' REDUCING
<br />-DELETED -
<br />� Q '
<br />ease be advised this review of plans submitted 13
<br />1ti COUPLING GALVANIZED NIPPLE
<br />�t
<br />(IQry r$YIeW t0 assist the contractor I }� BASE OF RISER o GALVANIZED 45' ELL
<br />licahle f ire sa fety codes. This review is not intended .
<br />app
<br />rovai of tlW2 Submitted plans. It ; the •
<br />to be a final app pla ns are In 6" UNDERGROUND. SEE
<br />cconvactoes sole responsibility to.eAVICe s, l REDUCED SITE PLAN FOR
<br />W'Aplete compliance with all a pp licable NAPA co des and CONTINUATION.
<br />local ordinances. In the event that further xam t shalt f
<br />site inspection reveals areas of nor comp 6 PRESSURE RATED
<br />the contract Of S sole responsibility, at q4s Sole expense t4 A UNDERGROUND SUUPLY RISER DETAIL z�
<br />bring those areas in compliance. The Cray assumes no
<br />NO SCALE
<br />responsibility for the contractor's failure to be in com
<br />1�jjh all applicable RFPA Codes and 10" n CHECK VALVE AND STORZ CONNECTION
<br />DISCHARGE SIDE OF BACKFLOW DEVICE
<br />BEAM CLAMP
<br />STEEL A.T.ROD
<br />0
<br />I HANGER RING
<br />HANGER DETAIL
<br />NO SCALE
<br />0
<br />C� 4.) r N
<br />� CID
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<br />GENERAL NOTES
<br />1, AAA FIRE PROTECTION SERVICES INC (AAA FPS, INC.) SCOPE OF WORK
<br />STARTS AT DISCHARGE 6' UG GATE VALVE TO BLDG RISER. UG WATER
<br />MAIN, TAPPING SLEEVE AND VALVE BY OTHERS.
<br />2. ALL WORK PERFORMED SHALL COMPLY WITH NFPA 13, 24 AND 25
<br />STANDARDS, LOCAL AHJ REQUIREMENTS, AND STATE FIRE MARSHAL
<br />REQUIREMENTS.
<br />3. AAA FPS, INC. SCOPE OF WORK DOES NOT INCLUDE ANY WIRING OF
<br />DEVICES OR PAINTING OF PIPE, ETC.
<br />4. ALL SPRINKLERS SHALL BE STANDARD COVERAGE (QUICK RESPONSE)
<br />ORDINARY TEMPERATURE (UNLESS OTHERWISE NOTED).
<br />5. SPRINKLERS TO BE PROVIDED BELOW ALL EXPOSED DUCT, SUSPENDED
<br />EQUIPMENT AND MEZZANINES EXCEEDING 48" IN WDTH.
<br />6. ALL PENETRATIONS IN FIRE /SMOKE WALLS TO BE PROVIDED WITH A WITH
<br />A U.L. LISTED FIRE STOP ASSEMBLY.
<br />7. UNDERGROUND PIPING SHALL BE FLUSHED PRIOR TO SPRINKLER SYSTEM
<br />BEING TIED -IN.
<br />B. ENTIRE SYSTEM TO BE FLUSHED AND HYDRAULICALLY TESTED IN
<br />ACCORDANCE WITH NFPA -13.
<br />9. SPRINKLER SYSTEM HAS BEEN DESIGNED NTH A MAXIMUM WORKING
<br />PRESSURE OF 175 PSI.
<br />10. ENTIRE SPRINKLER SYSTEM TO BE INSTALLED IN A MANNER THAT THE
<br />ENTIRE SYSTEM CAN BE DRAINED. WHERE REQUIRED AUXILIARY DRAINS
<br />WILL BE PROVIDED.
<br />OCCUPANCY CLASSIFICATIONS
<br />THE FACILITY IS PROTECTED BY A WET -PIPE FIRE SPRINKLER SYSTEM,
<br />BASED ON THE FOLLOWING OCCUPANCIES AND DESIGN CRITERIA:
<br />OFFICES AND LIKE SPACES: LIGHT HAZARD OCCUPANCY, 0.10 GPM /SQFT
<br />DENSITY, 225 SOFT MAX SPRINKLER SPACING, 100 GPM COMBINED HOSE
<br />STREAM DEMAND.
<br />MECHANICAL, KITCHEN, JANITOR, AND LIKE SPACES: ORDINARY HAZARD
<br />(GROUP 1) OCCUPANCY, 0.15 GPM /SOFT DENSITY, 130 SOFT MAX SPRINKLER
<br />SPACING, 250 GPM COMBINED HOSE STREAM DEMAND.
<br />STORAGE SPACES: ORDINARY HAZARD (GROUP II) OCCUPANCY, 12'0'
<br />MAXIMUM STORAGE HEIGHT, 0,20 GPM /SQFT DENSITY, 130 SQFT MAX
<br />SPRINKLER SPACING, 250 GPM COMBINED HOSE STREAM DEMAND.
<br />e
<br />PERMIT No: N / A
<br />CONTRACT No: C09 -250
<br />APPROVAL: CBT
<br />DRAWN BY: RTS
<br />SCALE: 1/4" = 1' -0'
<br />DATE: 11/19/2009
<br />FLOOR PLAN
<br />FIRE PROTECTION
<br />A
<br />SPRINKLER LEGEND
<br />FINISH ITEMP I K INPT ISIN iMODEL# F p
<br />— BRASS 155 5.60 1/2" GLM15 GLOBE GL SERIES
<br />Y: \Engineering \Project CAD dwgs \Sky Dive City\_Acad \sky dive city - Plot.dwg 2/18/2010 5:03:09 PM
<br />Q)
<br />Q)
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<br />0
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<br />0
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<br />U
<br />GENERAL NOTES
<br />1, AAA FIRE PROTECTION SERVICES INC (AAA FPS, INC.) SCOPE OF WORK
<br />STARTS AT DISCHARGE 6' UG GATE VALVE TO BLDG RISER. UG WATER
<br />MAIN, TAPPING SLEEVE AND VALVE BY OTHERS.
<br />2. ALL WORK PERFORMED SHALL COMPLY WITH NFPA 13, 24 AND 25
<br />STANDARDS, LOCAL AHJ REQUIREMENTS, AND STATE FIRE MARSHAL
<br />REQUIREMENTS.
<br />3. AAA FPS, INC. SCOPE OF WORK DOES NOT INCLUDE ANY WIRING OF
<br />DEVICES OR PAINTING OF PIPE, ETC.
<br />4. ALL SPRINKLERS SHALL BE STANDARD COVERAGE (QUICK RESPONSE)
<br />ORDINARY TEMPERATURE (UNLESS OTHERWISE NOTED).
<br />5. SPRINKLERS TO BE PROVIDED BELOW ALL EXPOSED DUCT, SUSPENDED
<br />EQUIPMENT AND MEZZANINES EXCEEDING 48" IN WDTH.
<br />6. ALL PENETRATIONS IN FIRE /SMOKE WALLS TO BE PROVIDED WITH A WITH
<br />A U.L. LISTED FIRE STOP ASSEMBLY.
<br />7. UNDERGROUND PIPING SHALL BE FLUSHED PRIOR TO SPRINKLER SYSTEM
<br />BEING TIED -IN.
<br />B. ENTIRE SYSTEM TO BE FLUSHED AND HYDRAULICALLY TESTED IN
<br />ACCORDANCE WITH NFPA -13.
<br />9. SPRINKLER SYSTEM HAS BEEN DESIGNED NTH A MAXIMUM WORKING
<br />PRESSURE OF 175 PSI.
<br />10. ENTIRE SPRINKLER SYSTEM TO BE INSTALLED IN A MANNER THAT THE
<br />ENTIRE SYSTEM CAN BE DRAINED. WHERE REQUIRED AUXILIARY DRAINS
<br />WILL BE PROVIDED.
<br />OCCUPANCY CLASSIFICATIONS
<br />THE FACILITY IS PROTECTED BY A WET -PIPE FIRE SPRINKLER SYSTEM,
<br />BASED ON THE FOLLOWING OCCUPANCIES AND DESIGN CRITERIA:
<br />OFFICES AND LIKE SPACES: LIGHT HAZARD OCCUPANCY, 0.10 GPM /SQFT
<br />DENSITY, 225 SOFT MAX SPRINKLER SPACING, 100 GPM COMBINED HOSE
<br />STREAM DEMAND.
<br />MECHANICAL, KITCHEN, JANITOR, AND LIKE SPACES: ORDINARY HAZARD
<br />(GROUP 1) OCCUPANCY, 0.15 GPM /SOFT DENSITY, 130 SOFT MAX SPRINKLER
<br />SPACING, 250 GPM COMBINED HOSE STREAM DEMAND.
<br />STORAGE SPACES: ORDINARY HAZARD (GROUP II) OCCUPANCY, 12'0'
<br />MAXIMUM STORAGE HEIGHT, 0,20 GPM /SQFT DENSITY, 130 SQFT MAX
<br />SPRINKLER SPACING, 250 GPM COMBINED HOSE STREAM DEMAND.
<br />e
<br />PERMIT No: N / A
<br />CONTRACT No: C09 -250
<br />APPROVAL: CBT
<br />DRAWN BY: RTS
<br />SCALE: 1/4" = 1' -0'
<br />DATE: 11/19/2009
<br />FLOOR PLAN
<br />FIRE PROTECTION
<br />A
<br />SPRINKLER LEGEND
<br />FINISH ITEMP I K INPT ISIN iMODEL# F p
<br />— BRASS 155 5.60 1/2" GLM15 GLOBE GL SERIES
<br />Y: \Engineering \Project CAD dwgs \Sky Dive City\_Acad \sky dive city - Plot.dwg 2/18/2010 5:03:09 PM
<br />
|