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- GENERAL NOTES -
PIPE: 0 SCHD,40 IfJ XL ~THIN WALL 0 GALV.
ESCUTCHEON PLATES: ~ j:> ~ C ;~ (i.~ v ~
APPROVAL BY:
SENT: RECEIVED:
BUILDING CONSTRUCTION NOTES
NO.
BY CALCULATION SUMMARY
t:(2- CI' 7'"y c.no GPM REQUIRED <00 (). .:.-0;-:-
CRo PSI REqUIRED S S"J 'B" s-
AT BASE OF RISER.
70
IllO
DATE
REVISIONS
SPRINKLERS
SYSTEM
WI:T fn
DIltY 0
DI:LUGI:_O
,.OA.. 0
OTHER -0
CALCULATED II
crl
41
7
Carlson
AUTOMATIC FIRE PROTECTION COMPANY
WATER FLOW TEST
DATE & TIME '3 "'/7~ '9 4- I: '30 Pm
STATIC PSI
RESIDUAL PSI
GPM FLOWING
ELEVATION
IN L.OC,IloL!<flES aUaJECT TO ,.IItI:I:Z.
INO CONDITION. IT I. THI: OWNI:IIt..
1It1:..-o....,aILITY TO "IItOVIDI: HI:AT
THIltOUGHOUT WI:T "1"1: ...IItINKLIEIIt
.V.TIEM AIltIEA. AND IN I:NCLOSUIltI:.
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WATI:IIt .U"~IEa TO a"~INKLI:IIt
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SOURCE OF INFORMATION r E "5 r
Eve i T Y -( cp: /:.,:... S;:"/J F/fl(i
1.3 '1 .
AREA$/HD. - fl2 ~S' PIPE SIZING ~-: H L.. C<
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ELEV, TOP OF r;2 1'7 ;.i.. '2. 7-0
ELEV. FIN FLR. TO
ELEVATION OF PIPE TAKEN FROM FINISHED FLOOR TOt. OF PIPE
ABOVE FLOOR.
t. - t. OF PIPE BELOW TOP OF JOIST UNLESS NOTED.
lOCH FACTOR USED:
OVERHEAD I 20
UNDERGROUND /4 ,~
INSIDE HOSE GPM: IS-O
OUTSIDE HOSE GPM: :.3 ~- ()
RACK SPRINKLER: f
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CONTRACT NAME:
~~]S:E:Y LA L\iD H () /-/.1 S:
~"_17.0"?1 FI SH I?6rNT l~D. s-~,.~~
~~_.t?~Tk[Qj4 .~.J..~_A ~.,.. HMN~"'-' -....
SCALE: ,
//6 ";;:/~O
DRAWN BY:
C, 0(2/\1'1 Sora 1-/
CHECKED BY:
CONTRACT WITH:
.~-g,. ~y L~A1JD_H .t!tj/\/-l c'.S
~ 'd~15_4--S.<:r--B 0/2 LE:_.EJ<Vv.'Y.
- u_~==E_U.Rl~l$l/l.J;;L__G~u'.'M_h1~_-:S:~~~ 3 4b__
CALCULATED BY:
PROJECT NO.
FILE NO.
-.-
12488 Xenwood Avenue
Savage, MN, 55378
Phone: 1-612-894-3250
DRAWING NO.
/oFI
CONTRACT NO.
94- 04
TOTAL
HAZARD:
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---~-G7271rlT'-'F-'--' . a'3 '7/ ,2QOQ~
i &,...8.1-
DATE 3 - 2 [;- 94
~
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EXISTING 3' 3'
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INSPECTO
DATE I { .. ('A- ?cx;>D PERMn'NO.
o ACCEPTED AS SUBMmED
~CCEPTED WITH CORREC110NS AS NOlED
o NOT ACCEPTED..CORRECT 11 RESUBMIT
These comments are for your information. All work shan be done
in full compHance with an applicable building &. zoning code re-
including items not specifically noted in this review.
PLAN SET ON SITE AT All llMES.
It is the >
fire resPonsibT
fl protection 1 lty of the
linueSh all \''Vater r:::a~tractor to
. sand br '"S, Su
> Insure anch lin PPly
fh. proper 0 as to
e sprink! peration f
. er sYStem. 0
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ADDITION
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FIRE SPRINKLER SYSYTEM PLAN
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SCALE 1/8'=lf~O'
~} ~
HYDRAUUC DESIGN INfORMATION
\l[T SYSTEM - 2371200D SQ Fi REHlJTE AREA
16' MAX ST[RAGE Dr CLASS m CDHHDDITlES
1042 GPH e 67.3 PSI AT BASE OF RISER.
wI 5.1 PSI SAFETY MARGIN AT SUPPLY.
j'
>,!
1>
STEEL LINER~
'" DST 516
. ~STEEL SAMMY SCRE~
FIG. 100
ALL THREAD ROD
"
HANGER DETAIL
\\Z" PURLIN CONSTRUCTION
ADDITIONAL NOTES
ALL WELDED PIPE TD BE . ALLIED TUBE AND CONDUIT DYNAFL[]\t! PIPE "vi/ROLL GROOVED ENDS AND GROOVED FITGS
ALL THREADED PIPE TO BE ALLIED TUBE AND CONDUIT 'XL' WITHDI SCREWED FITTINGS,
QTY.
127
3
SPRINKLER HEADS
SPRINKLER DISCRIPTIDN
VIKING MODEL M BRASS UPRIGHT 'SPRINKLERS (MATCH EXISTING SPRINKLERS)
VIKINGMDDELM-5 HORIZONTAL SIDE\JALL SPRINKLER \11TH HEAD GUARD
._~~-,. >-"~-"~,-'-;"l'~~~~"'ili)J;;,".i'>","o.;,'
GENERAL I~rSTJ\.LLATIO!\T .r~OTES
1. ALL EQUIPMENT AND SYSTEM COMPONENTS TO BE UL LISTED DR FACTORY MUTUAL APPROVED
FOR FIRE PROTECTION
2, ALL PIPING HUNG AND INSTALLED IN ACCORDANCE 'WITH NFPA-13 AND ALL LOCAL
CODES AND STANDARDS,
3. EXISTING CONTROL VALVES TO BE PROVIDED \.11TH TAMPER SWITCHES.
REQUIRED MONITORING OF SPRINKLER SYSTEM TO BE BY OTHERS,
4, EXISTING SYSTEM TO PROVIDE ALARM ANNUNCIA lION 'w'ITH HORN/STROBE. <PER, ADA) MOUNTED ABOVE
FIRE DEPARTMENT CONNECTION \JITH A VlEA THERPROOF BOX.
5, ALL OVERHEAD PIPING TO BE HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HOURS AND VISUALLY
\JITNESSED BY THE AUTHORITY HAVING JURISDICTION,
6, WAREHOUSE SYSTEM DESIGN CRITERIA - .24 DENSITY CALCULATED OVER .2000 SQ FT /286. SPRINKLERS
SYSTEM DESIGN ALLO'vlS FOR CLASS III NDNENCAPSuLA TED COMMODITIES (CONVENTIONAL PALLETS)
SINGLE OR DOUBLE ROW RACKS WITH 8-FT AISLES AND MAXIMUM STDRAGE HT OF 16 FT
SEE TABLE 7-4,2.1.6,2J FIG, 7-4.2,2,1.1<c) IN CONJUNCTION 'w'ITH FIG. 7-4.2,2,1.3 (NFPA-13 1999 eeD
7. MAINTAIN MINIMUM 18' CLEARANCE BETWEEN SPRINKLERS AND STORAGE AT ALL TIMES,
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\ RISER NIPPLE DETAIL /
, Deft I' to 12' Below Deck /
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24 GA. 'li6L VIt.IJ(*
fET At. RIlJ PNnS
~ ELEV,
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~w- SEE STROC~,
. ~ ""- ... .' f-
NORTH 'WALL SECTION
$clIft V4' =: 1'-0'
112'-3' AFT
"" - ,- ("""'"' "-
/' ,
/ / DEFLECTOR 12' MAX, ,
, FROM ROOF DECK \
( ~ \
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\ SPRINKLER DETAIL "
VIKING MODEL M
\ 286- I 8.0 K-FACTDR /
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SECTION THRU DUMPSTER LEAN-TO
bitt V4' .. roof'
KEY PLAN
NO SCALE
ISSUE: #1
10- 30-2000
DATE
NO.
REVISIONS
REVISIOND~SCRIPTIDN
PROJECTI
WATER FLOW INFDRMA TION
CALCULATION INFDRMA TION
REMOTE AREA:
HAZARD CLASSIFICATION: 231C
AREA OF. APPLICA TION: 2000 SQFT,
~AREA PER SPRINKLER: 125 SQFl
DENSITYI ,237 GPM/SQFT.
>NO. DF SPRINKLERS CALCULATED: 17
HOSE STREAMSI INSIDEI 100 OUTSIDEI 400
SYSTEM DEMANDI 1042 GPM 67,3 PSI
SPRINKLER TYPEI VIKING M
IJRFICE SIZE: 3/41 K FACTOR: 8.0
TEMP K -FACTOR
286. 8.0
200. 5.5
ST A TICI
RESIDUALI
FLO'W :
DATEI
TIMEI
LOCA TION:
80 PSI
70 PSI
1210 GPM
'..03-17--94
.~ .."
, SUMMIT
FIRE PROTECTION
E7sa CLEVELAND AVENU~ ROSEVILlLMN 55113
. PHONE (651) 639-8780 f' AX (65l> 639-8751
STATE CONTRACTORS LICENSEt C075
PROJECT INFORMATION
CONTRACT # 130129
SHEET it 1 DF 1
DATE 10-30-2000
DESIGNER C. LONG
# DF HEADS 130
APPROVED BY PRIOR LAKE FD
SCALE 1/8' = 1'-0'
KEYLAND HOMES ADDITION
17021 FISH POINTE RD
PRIOR LAKE} MN
CONTRACT \lITHI
KEYLAND HOMES
14450 BURNSVILLE PARK\JAY
BURNSVILLEJ MN 55306