HomeMy WebLinkAbout26.126 - Sprinkler SystemUPRIGHT SPRINKLER
LINE SIZE X�j�� HEAD TYPICAL
BRANCH PIPING (GALVANIZED) 1' TEE CTYP
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DRY PENDEMJ
COMCEKJ� RECESED SDRY PENDANT
SPRINKLER HEAD TYPICAL
®_ —Wood Beam _
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0
WOOD BEAMHANGER5
MANGER CODE
,
5 „
PROTECTION ABOVE AND BELOW
A CEILINGS
AREA BASED ON
AZARD OCCUPANCY
.15/1950 SQ.FT.
I
General Notes:
This drawing is intended to show the general arrangement and
extent of work to be done. The locations given are approximate
and are subject to modifications as may be found necessary
to meet any structural or job conditions. The fire protection contractor is to visit
the job site to verify all dimensions and job
conditions.
All pipe dimensions shown on this drawing are approximate and the
fire protection contractor is to verify all dimensions.
All work to be comply with the Massachusetts State Building Code
Sixth Edition and the latest NFPA #13 Standards.
All pipe 21/2 and larger to be schedule #10.golvanized. All pipe smaller that 21/2
to be schedule #40 galvanized
All hangers and attachments to be as per the latest NFPA #13 standards.
Sprinkler head temperatures to be as specified or verify with job conditions.
SYSTEM CAPACITY 199.17 GAL.
1/2 HP AUTOMATIC AIR COMPRESSOR.
WITH LOW' AIR svnCH
4" OUT TO 4" STORZ CONN.
T
4"
TO SYSTEM
4X3 RED. ELL
DRAIN VALVE
—Y DRY VALVE W/ TRIM
AMES BACKFLOW PREVENTER
4" OS&Y W/ TAMPER SWITCH
REDUCE ELL
u w W LU— U
4 I I —o ' CHECK VALVE U.G. SUPPLY _ _ ,
RISER DETAIL
N.T.S.
U 2
JAN 14 2005
BUILDING DEPT.
JAMES N.
MCHUGH
FIRE PROTECTION
NO. 38572
HYDRAULIC
DESIGN DATA
SPRINKLER SCHEDULE
& LEGEND
J B ENGINEERING
96 RESERVOIR PARK DRIVE
ROCKLA-8, — 277
781-871-8277
a s SON 091
BLUE WATER RESORT
291 SOUTH SHORRE DRIVE SOUTH YARMOUTH, MA
SPRINKLER SYSTEM
NORTH Z
CONTRACTOR:
CALCULATION # 1
CALCULATION # 2
CALCULATION #
SYMBOL SPRINKLER DESCRIPTION ORIFICE I 'K* TEMP. FINISH air.
Hazard Class.
LIGHT HAZARD
ADDRESS:
Q STANDARD UPRIGHT 1/2 5.6 212 BRAS
Hazard Class.
• DRY PENDENT QUICK RESPONSE 1/2 5.6 165 CHRM
DESIGNER MC ADDEN
System Type
DRY
REVISION
SCALE 1/8
Density.15
GPM/O
GPM/41
GPM'
=
DATE D6CRIPIN)N BY
Calculated Area
1950 m
,p
S S AUTDMATIC SPRINKLER CORP.
CHECK BY JAMES
MCHUGH
Area per Sprinkler
130 m
0
a
Demand
GPM® Psi
GPM® Psi
I GPI -#G Psi
FILE NUMBER 4-254
Firepump: GPM® Psi Date: Time: Test �
APPROVAL
FLOW TEST INFO: Location:
IMPORTANT
TO PREVENT FREEZING OF WATER IN WET PIPE SPRINKLER PIPING,
OWNERS TO PROVIDE SUFFICIENT HEAT THROUGHOUT AREAS WHERE
SPRINKLER PIPES ARE INSTALLED, UNLESS AN ANTI—FREEZE SYSTEM.
Orifice Size No of Outlet Pitot Press Psi
Static Psi
Residual Psi Flow GPM
U G Pipe:
DATE
12/9 /04
1
72
71 1300
• C
HEAD CAB'T & WRENCH ES PROVIDED TOTAL COUNT THIS SHEET =
POST OFFICE BOX 3116 PLYMOUTH, NIA 02361 92
PHONE 508-747-6609 FAX 508-747-0992
DRAWING N0. SP -1
2
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FIreP<od Design software
3
SAFETY PSI C