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TIE BOLTS
SIZE PRESSURE FORCE NUMBER OF TIE RO REOUIREO
PSI POUNDS 2 2 4: 6 a DS m 12 i< 16 2<
"300 2.120 3/8"
8- 300 11100 ] /i' S /e' 1/2'
to- 275 2L620 iv S /8" t /2'
__T2°250 33,930...
11' 250 16100. 3/<•
16- 225 1S.250 - L<' S/e'
1a- zm soeao. v<° s /&-.
3/4-
2<° 200 90.G80 3/<'.
l0' 200 141.9]0 ]/8"
J6' 200 '201500 ]/e
SHACKLE RODDING AND Tit BOLTS DATE 5_89
SHEET X.XX.
DECHLORINATION
1
TREATMENT PROCESS AMOUNT OF CHEMICALS REQUIRED:
Oxulbramamv+aadxPFt+wa Waw:Iwmm�exaa memlw mxlsd,d Ts,.Ievaw awnrw 6, awawurm va tr minrar�mn ty lm��
ae Aedartl m11Mn06 U,IOr'v1e b me WOL9r)e veN s Wcxiw'v,sAat 690^L W ms tlsdNmm beta N TAOb L TM inldnz of rm cnanim
TM tsars vlApffia ax sbrlllatxi8&Ox Nemiob.arYla6lea� ep tlebnaxlm 9anlTweteamamme Yawmw w,w =rc
Sd}tvn TlamBEem (rananxldmml tleoliro Nrxangaticabnw.VMara.
TLdlrupl9rtle -100RA 08os
SOeim SuMm TABLE 1 -
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T�n`� Inds -!DOw begat eM QOD Emn[. Peatlu[I LObnns Cananve&du br Edry t.000 Gaibru or Vr
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APPLICATION: LOCAL SUPPLIERS
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alkniW69 wimrw a cOnminrlerlt v®el ane ak)in9_wial cmMwu 8211 S 212x
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WATER STANDARD DETAIL
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
D E F
setae "a 8o[KNyI A; elaekyR
fcr late i2': °•Y• VMCa 80"1 MT SSI °•(Fr 13OAV4'tKU Qu'm
VB
ASMA Rp,IS
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1 20
6' 300 +tt s 30 •<
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41
O' 360 nA
a7 . '. o ;O' 2 RODS
at 5
a3' 350
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275 A. 1 t {o ,� aCUb N+3l9Ca c£ 7
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Val 1 S IS L _
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et as
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NOTE
TURNBUCKLES SHAU_
B£ USED
STANDARD DETAIL
FOR
BLOCKING OF CONVEX
VERTICAL BEND
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- a'Tr7•sc FIGURE 1
Meet e.err.nr.i an In 1•loaca:ae NOTE: FOR CONVEX VERTICAL BENDS BLDCIMNG, -
3. arm or mna.ece r Iw[ •-° � T SEE APWA STANDARD PLAN NO. 73.
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7 TABLE I
s sw .. lm. r Iw , tanapu�t n o`oiiai • p m)w emxa.r s r.
➢m 3. i.lra 3.910 I,ib )s0
'65 w• am me m, .n txe ew .b1 )m e,5m m 6.310 ).)10 I,mO
mta, ° )00 31.MP Ii350 S.Bm l.mv
z 1>) 31,620 N.SA l6,Se0 a,em i,))o
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.936 1.160 6.Im
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a Nr txe wo)wt wwinm e r trmatn m m 1680: 69:300 Js.3x0 e,Im'
(n)m' I,JrO 99.9b Ioa.150 33.Ib Sf.2m
W) Ira.[ Sm.3m 39).950 133.1b 1
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WATER STANDARD DETAIL
CITY OF RENTON
m o
All DEPARTMENT OF PUBLIC WORKS NoYEwea. mp
111
H
GENERAL MISCELLANEOUS DETAILS
VALVE OPERATING NUT _
EXTENSION DETAIL
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In Imu sfYCm
r-1 SE£ BETA.I -
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VALVE MARKER POST -
ELEVATIONS
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WATER STANDARD DETAIL
CITY OF RENTON
DEPARTMENT OF PUBLIC ,WORKS
E J K L
HANGER LEGEND
�--P� 2 - WAY EARTHQUAKE BRACE
4 -WAY EARTHQUAKE BRACE
SPRINKLER LEGEND
SPRINKLER rw
F ORIFICE SIZES
AND TYPE
1' y5 3 7 1 SPRAY
Z 16 elsz @.® 1
b 32 SPRAY
1-
2 8 a6 2 SIDEWALL
1'
V 2 DRY TYPE O a'
TEMP. RATING `Z
0 165°
212°
1/2
266° Zo ® 1
®
S 350°
is 500° 1/2. () 112
DISTRIBUTION
QUALITY CONTROL BY DATE
APPROVED FOR FABRICATION BY.. DATE _
APPROVED FOR INSTALLATION BY DATE
GENERAL NOTES
1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS
APPROVED.
2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER &
DIMENSIONS SHOWN THUSLY (1 -6) WHICH ARE END TO END.
3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH
NFPA PAMPHLET NO. 13 -1963; SECTION 3- 10.3.5.
4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE
WITH NFPA PAMPHLET NO. 13, SECTION 3.15.
5. PIPING SHALL. BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13,
SECTION 3 -1. _
6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL
BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTIONS 3 -12
AND 3 -13.. -
7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES
FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER
SYSTEM.
- - - 11 ALL..WIRI G O� LECTRICAL DEVICES (IF. REQUIRED) TO BE PROVIDED
9 PAINTING OF PIPE_AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED
BY_. bTFTF�n _.
10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED
BY 6TIP =Rs - _ ,
DESIGN CRITERIA AND PIPE NOTES
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CCINTRACT WITH:
Pf•.GGP_.T�3 ING.
po �'j0.>G 151 S
IZ61,.I'f0r`I, �Ia. qs�t
�6tTP�T_.,;j�FE' $A1J�h� �hIT�453-a932
CONTRACT NAME
(�
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W.I 20
N:- 8th-IST 8 GARDEN AVE N:
RENTdN, WA
TAT WORMALD
FIWEBYBTE_NW- 110fo:.:54T'K
WA L$4
- PFL� X122 lofo44. _- --
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