HomeMy WebLinkAboutPlumbing FL-384-0410-P (04/20/2010) (&) Oshkosh Plan Approval Form
OSHKOSH
ON THE WATER
Job Address 500 -520 N KOELLER ST Approval Number 2961
Approval Type Plumbing Plan FL- 384 - 0410 -P
Submitter's Name O'Neill Enterprises Net Days to
Address 522 W 6TH AVE Complete Review
OSHKOSH WI 54902 - 1
Owner Name 524 N KOELLER STREET LLC
Address 230 OHIO ST 200
OSHKOSH WI 54902 - 5825
Type of Plan Interior and exterior plumbing for new office building.
Fee $300.00 Date Received 04/12/2010 Date Approved 4/20/2010
City of Oshkosh
Inspection Services
215 Church Ave., PO Box 1130
Oshkosh, WI 54902 -1130
(920) 236 -5052 (920) 236 -5184 FAX
OfHKQ!H
ON THE WATER
April 20, 2010
0' Neill Enterprises Inc.
522 W 6 Ave.
Oshkosh, WI. 54902
Koeller III Strip Mall Office Space
Ref: Plumbing Plan Approval: 500 -520 N Koeller St, Oshkosh, WI
Plan ID# File- 384 - 0410 -P
Dear Sirs,
Examination of the plumbing plans and specifications for this project has been completed. In
accord with Chapter 145, Wisconsin Statute, and COMM 81 through 85, Wisconsin
Administrative Code, the plumbing plans and specifications are approved contingent upon
compliance with the stipulation(s) noted below.
1. The plumber responsible for the installation shall keep at the construction site at
least one set of plans bearing the department's or agent municipality's stamp of
approval and least one set of specifications. The plans and specifications shall be
open to inspection by an authorized representative of the department. Comm.
82.20(6)
2. A means to locate buried non - metallic sanitary sewers and private interceptor main
sewers discharging to municipal mains shall be accomplished by an approved
method per Comm. 82.30(11)(h). Per Comm. 82.36(7)(d)10. a means to locate
buried non - metallic storm building sewers and private interceptor main sewers that
discharge to municipal mains shall be provided in accordance with the options under
s. Comm. 82.30(11)(h), except as provided in subd. 10.b. A means to locate buried
non - metallic water services and private water mains connected to municipal supply
systems shall be provided in accordance with the options under s. Comm.
82.30(11)(h), except as provided in subds. 2. and 3. Per Comm. 82.40(8)(k)1.
3. A circuit vented horizontal drain into which 4 or more fixtures discharge shall be
provided with a relief vent. The relief vent shall connect to the circuit vented
horizontal drain downstream of the most downstream fixture drain which is vented
by the circuit vent and upstream of any other drain connections. Comm.
82.31)10)(b)1.
In the event installation of this plumbing system has not commenced within two years from this
date, this approval shall become void. A new application accompanied by full examination
fees shall be filed and an updated approval received before work may commence.
In granting this approval, the City of Oshkosh or its representative does not hold itself liable for
any defects in plans or specifications, plan omissions, examination oversight, construction or
any damage that may result in or after installation. The City of Oshkosh reserves the right to
order changes or additions should conditions arise making this necessary.
It shall be necessary for the installing plumber to obtain a plumbing permit from the City of
Oshkosh before proceeding with actual installation of this plumbing system or any of its parts.
Respectf y,
Paul Wolf,
Plumbing Inspector
I
(6002 /lo /EO 45L9-a9S OIOZ ti+saasf HJR02IHL QI IVA SI I11110,3 SIH L
Jaqumty xed JagamN auogd (apoa saw)
LOG apop anaanag 178179 (0Z6) 8Z9E OZ6)
00'S8$ aa3 wnwluiy�( (04 6) 4 + d!Z alels , !3
00. $ (E abed woa3) anp ;anowe ;Bpi ZOOS It1A gso3itis0
ssaJppv
00Z a ;mS ;aaI ;S ONO 0£Z
ouze xuvdwoa
WautdoianaG aocreitid
Jaqumty iamolsna aaaaunuoa a memoir -I aweM land
•ai q laaga gaeny'a3aawwo0 Jo •;daa o; aige,Ced rpm axsytJ (z Jawo ;cnD) uopsuuo ;al aaum()
;au•p ;u@n asIJdaa ;uaiitauo
ssaippe mow
Jaqumty xed iaqumty mow (apoD eare
Jaq N xed JaqumNi mom (apop saw) 800Z (OW LOOZ (OZ6)
(s i6ip 6) 4 + d!Z MIS AID
(s1! +d!Z awls AID ZO6i IM gswitis0
ssaippv
ssa1ppy .and 1119 ' M ZZS
awety ,Cusdwoa
aumty Cusdwo0
OUT 'SOSPCIMug III O
Jagwnty JawolsnD aOJaunuoa aumN iseZ aumN land iagwnty Jawolsno aaJautwoa awn,' 1s fl awety on
(E JawoisnN ,f}laadS aseald'Jaglp Jo uouad )asluoa (avid aq) padwo;s oqm aosJad) (I Jawotsn3) uopvuuoJu1 JauB ;saa
•Moleq sexoq ay1 u! uo! ;eu JO ;u! Jewo;sn3 6u!M011o; NI e;a!dwo0 •q
moleq pa ;sll Jewolsn3 of sJ9I8 J.
'dn 1loid Illm Aped Bugsenbea — « (Jagwnu Quo glop:) 'E 'Z ' Jewolsno of weld HeIN ,(Jegwnu auo app)
E'ZOawo;sna Ilea X
(dldde ;eq; Ile 1134843) :eseeld 'peMelneJ eJe sued Jejy uogeuuo ;u! BullleW '£
o8egauuij i4unoo
'IS J 'N OZ9 laallS 'BJagwnN
IegniN sue!3iSl qd III JelleoN eweN a;!gpoa(oJd
UoleuuO ;u! uMOU4 Ile UI IIIi — uonewJo;ul ;OeFOJd •Z
• ;ueuquloaae p48w0uos eta aojeq snap OupIJOM Z
1w14•yoJeessn ;e;SMe!naun!Q mu me! ou ;uew ;ulodde 04110 eolllo ay; ul penla3a eq 3snw sueld.
- 8S /8S/sn•!M•e1e1s•aoJewwoo / /:apy Noeyo sn ;e ;s ueld Jo; Jo
Iw3y' ooanl1ean !a /eS /noD1M'eoJewwoo / /:a41.1 :. uelS ma!naa
1e 1uewlu!odde alge!!ene;xau Jo; e1!sgeM Jno a0S :eoylp pau6!ssy
'Iw14'goune1payogneNueldn!a aame!nal pou6!ssy
NOISIAI1 S3DIJ1213S NOIistuesilum
1N31A1d015A30 Nriffi rtes Jno e!n ueld Jnod einpayos al 'sueJl palelea sno!naJd
3Qp ale nol('aOIUas ;ua!O!I;a aJOW Jod
C • who , 1 72 �� 3 :01 uopesuea
O`OZ j ad� :„s;uew;ulo e peuugu e3al woo •l.
L1,8 (LLS) Jegwnu xss eau Doi en •Im•s ;s�s•aoJewwooDeinpeyogueld :81 Sunnpng °s veld Joy stamp' llew3
a 3 3 91 _1 w n; e J(; pae y;oue o; sueld a ;ng ;slp -aJ o; 10113 ay; anJasaJ aM 310N
9 essoJa egoue e� eq 4 pJe lgeuoseeJ E o Reg upsau ap ! eol z a3plo due Ja ul;dde aigsllsne 3xeN i : elop- ,0 48:1043 JnoJt el�la
:ao!};o Jno u! eq IIlM sueld a ;ep a ;eolpul •s;uew ;ulodde x48; Jo; pez!!! ;n eq i ew uuo; slyl
[•sie1S '(w)(1,)4o•4l . 9 Mel AOen!Jd] sesodind seovues pa;eJ6e ;ul ;o neeJne
J(Jepuooes JoI peen eq Aew ep!noJd no uo!wwio ;u! IeuosJad :310N uolsln!Q s IR Ames
�JN18Wf1'td 'Ib213N3�J
-weed Ilea ;eidwo0 - oalawwo0;owawuedaa
NOIiV211SIJ3 1 U I S U O3S1
A18W3SSV NOIjO3NNOO SS0213 ONV
M3IA32I ONI8Wflld 2104 NOIlVOIlddY A06'IM•a31ewW00 •
(c °Bed ;o wouoq o; kin) le ;o ;qns Gad •le ;o;gng gad anoge x sBulpl!nq !eonuap! Jo JagwnN
90E• IelolgnS aed °Bed
•ao!o Aeg 11!!10 ay} o; AIa ;eledas paglwgns aq isnw uol;e6!J! J01em)loe1gpeleM/BJ0
sueld esne !ly (•slnoq Z spaaoxa awl; malneJ l! Jy /o9$ ;e pabJego aq eoeynsgns - walsAS asnaa 1eleM ( ) welsAS esnsa 1eleM ( )
!IIM seal leu0! ;!ppy :210N) 'walsAs asnaJ pea Jol wnw!u!w 00'09l$ eon Jouelu! Jo; Jalemuuols - welsAS asnaa 1aleM ( )
00Z$x •••sellgwessy lol;uoa uo! ;oauuo0 ssoJa to JagwnN uo u! sa! was a a l4 Q J9 uoa l;; eJea )
N I4 sV IoJ ;uo uo! !11110 ssol 1a slBa o samba
00Z$x "'sa11gwessy !anima uogoauuo0 ss0la ;o JagwnN (4 eBed uo ;sly) pennelneJ eq o; seplllosd
Pe 3sle?J flea 4 ;IBeH u! se!lgwessy IoJ ;uoa uogoeuuo0 ssoia ( )
;um uleJa Ale ;lueS y;!M peulwgns s!
ea leuo! ;Ippe ou '00 x • • •swa ;sAS Ieolwaya Jo 1°gwnN (sJennoys AaueBJewe .10 ysemaA3 ;oN) we ;sAS !eo!we40 ( )
;ueA' uleJa AJe;lues y ;lm peglwgnsp ea
Ieuol ;Ippe ou '00 x' • •suol ;e ;s dwna AJeiues to JegwnN uoi ;e ;s dwna AJe;lues ( )
WeA'g u!eJa AJepueS illm Peglwgns l! ea;
leuol ;Ippe ou '00'98$ x• • •sJo4deoJa;ul yam Jea ;o JegwnN Jo ;da J1a ;ul yse/y; Jea ( )
;uan'g uleJa AJe ;hies illm paulwgns
II eel leuonlppe ou '00'98$ x•••sJo4deoJa;ul I!0lo JequWnN Jo ;da0la ;ul I!0 ( )
wan uleJa AJel!ueS y ;IM pelf wgns l! eel
leuo! ;Ippe ou '00•g8$ x•••sulseg io ;ea aBeJeO ;o JegwnN ulseg plea a6e1e0 ( )
;uan +g u!eJa &Je ;Iues 44IM peu!wgns 1!
sal leuol;ippe ou '00'99$ x slo;deoJa;ul aseaJO to JagwnN Jo ;deoJa ;u! eseal0 ( )
eel a 0 1141d0 uanuoo 0; q eBed uo Z elgel ea ass
SWINGS 181eM louapte ou 'Bu!PIln4
Wde eq; Bu!lxe seoIIues eldglnw y ;IM we ;sAs uognglI;sla Je ;eM Jopo ui ( ) •9
sal
e o; Wd0 uanuoo 0; q aged uo Z algel eel aas
Wd0 we;sAs uol;ngN;sla Jemm 1opais
ay; pue 'Bu!pllnq eiBu!s an Buuues se3lAJeg J8 9M JolJe;xe eIdl ;lnI ( ) •9
ea; a 0; Wd0 uanuoo o; q °Bed uo Z algal Gel 999
pa;eoolel 10 pappe Wd0 pelapowal JO u0l ;Ippe ue uly;!M wa;sAs uuoingp;sla e;eM ope4u (! )
0£$ x •sayoul u! eo!AJas 1a;eM 1oua;xa Jo 19;°wela we;sits uol;nqu;sla J°4 M 10119 ;u! ou '(s)eoIMos 1088 Jo!1a4 ( ) •£
gg$ x •sayoul u! amen 1011UO3 BulpIIn4 ayl ;e Jo 80�N8S J8 eM 10118 e a ou 'w
10 ;8 0141°;}2 Alelelpeww! uonnqu;slp 1a;eM Jouelu! to Jalawela l sAs uo n
I; glnsla Je;eM Jo11a ;ul j
w 'Z
�Q 09$ x • • •seyoul u! !mien 10.111/00 BulPlln4
au; ;e Jo 19 ;0w ey; Jae Ale ;elpewwl uol;nqu ;sip 1a;w n 10119;11!
Jo Jaguar, 'wensAs 101 uuds eiy pue onsewop uol;eulgwoo ealnJes Je ;eM 1011!;x! pue we ;sJ(s uol ;nglJ ;sla Je;eM Joue ;ul (,V • ;
e BwnJes JO s8 ou! U e01nJ8s 1 8 eM JO Je e o Je ewe
1! y ! l I lx � l !a
r ;
sal e o; fide uanuoo o; q seed uo l algel eel aas
pa ;eoolaJ Jo pappe 'Mau s,�da dames BulPlln4 AJe ;hies Jouepca ou 'BulPlln4 ay; Bul ;Ixe
suielp BulPlln4 eld!llnw tap we ;sAS lueA pue ulei j AJe ;lueg loualul ( '9
ea; a 01 ld0 uanuoo o; q aged uo ; 814e1 eel eeS
peleooial to pappe 'meu s,nda we;sAs;um pus uleJa AJeques Joua ;u! ail pue 'BulPlln4
elBuls ay; BuIAJas SJOMeg Bulplln8 AJe;lueg 101191x9 eld! ;Inyd ( ) '9
sal a 0; ("Ida uanuoo 04 q ()Bed uo ; algal sal Gag
pa ;eoolal to pappe 'Mau s,nda "Bugging pelepowal
Jo uol ;Ippe ue my ;IM wa;sAs;uen pus uleJa AJe;lueS 10 1 ()•q
00'0£$ x - •sayou! u! (s)James Bulplinq kJe ;hies 101a;ewe!a •Aluo (s)JeMeg Bulppng AJegues Jopalx3 ( ) 'c
09$ x •Bulpsn4 ail
0&Jas 0; pellnbal 'sayou! UI '19Mas Bulp11nq AJ..;,,Jes ;o Jelewela Aluo wa ;sAs ;ueq pue (gala AJe ;lusg 10119 ;u Z •
,I
7 00 05$ x ��sayow w (s)1aMos Bulpllnq Ale ;hies l0 1a ;awelo BuIPIIn9 AJBHueS 1ouepr3 pue we;sAS uleJa kle;lues Jope ;111 ,) eg
• } L b tp. � � ��� � �� � 3 �!!
� ;'��k`�GS � a -tea �a,�.....,; � ,.. �: .... a A a. �u< t�""v� �� � s
*111.1.0.L •BulPlln4 s14; Jo; peulwgns Buleq sglq esoq pue gulags n pe; u i; q wnu lino; e4; Weil e;so pui
Z 100.1 Bu IP I ou I `seJn UcU Jo o Je
. I � � a l i - a a
^ a v t G ..: `� n , 1 3
�
{ � >a9 { � Zt 7ft � �� a 7 ��.
� �s tC 3
t B t G
.t � &`"
ssaippy A;!I!0ed /Bulpl!ng 0WBN;ueUa1 snolnald uo!leuBlsaa/eweN A ;II!oed /BulPI!n9
(AJesseoeN ;I seBed Ieuo!IPPV 4 eaeds ;ueuel Jo/pue BuIPI1119 goes Job uoneuBlsaa;usuel/BuJPIIn9 a ;eo,Pul
(a)is cures uo aq )snyq :g,toN) paurulgns 5utag s2utpllnq IEOI)uapi jo JaqumN s &utplmq t2TT)uap! ojd►;Iny t ( ) Awed Pal9;ag
oJeorgle ( ) Apo opuoa/)uaugledd sr ;oafoJd ( ) 1g2taq uI sauo)s g o; Ienba Jo Ja;sarI st am)on.ns ( ) •oogjo ouemegs aq; o; pauturgns aq ism
)uanoJ ( ) pa;aidwo wag loll say uol;onJ;suoo p9noldd9 aaagM u>rid p9Aolddd Alsf0!A 1d 02 u0ls1n011 ( ) uo►)9Jamuoluppy ( ) Mafq 4
I "z•Pg;'• ";
.�;��i ana�,w::�n ,,.•...� �x.�.z�amaxtsa a .:,.x�SGti:. .y.:4 ." X'`ws< y n.� , >, " � � � a a ���- �' � � n �,<� �i �"3� � " ;�� w � a,,f �, we
,1:;
DDddS INIVNIL 11O 9NIQ'III1g 'IVDI,LNdf-NON Hava ?IOd Z IOVd'IVNOI,LIQQv ,LI E8flS
C
.ice
N +
0 7
VI
t/)
d
t z) ct i
- N = — — c :.
N M o \ r 0
Ni— / ) ..
/ Z M , rI �
Q1
J V ) J N ti) 0 ' N")_ \r mo .' / ''
2 11. N t
". c.4, - Q. �„� @i 4. \N = J
V) Zi �^ J \N t 1 -- / r` v
z r N N \N / A, 4 _,,,c) 3 i ia c '''' ,,. _ - # ., _
en
FEI ..c'
. \ \
_›.____s, a
/ ki JC '∎ / / N
.7t ,, V) ,..v.
V v IS 43
M M M / r M
O ro
q) o
—
� 6 N ` M / v�o ` „ co N CO
o v) / M IS
/ M3-
(1� 8 / 4 a
riCo
t 7 ' \ o
N' '/
ci
"' - , \co M N ON
N.
N S 04 N
s 0
W li + . n �� 4
A ± wN _
n tp C N\ N
(% p til o
W w 7
w
W r.�
w U ,...,‘ ,
�` �(_ vi \ , 0
q - t ..zi —..-
is' , r. ,
R T' N
N
cox-
`. N N m
A - I
O. 2 •V C°. N - 2 M
N
IN r / 0 t
r ` 3
/
\ p'
n \ A, k \ +-
N Ne w
vt
C
/p ie \ •
f�
c-
5-
0
a
r
II t7
r;- ,
vi
. 0 ? ,
\litre' ,,
1 n s A Q p
r . N• . -
C ;1' . .: ( \ ('Jr i : '1 o 9 i' v►
N� Q' •
f `CN N • h o
u 4
, ' se T
.� , (00 ,--
.. '‘ `/ X N om. -F , _. P ...., z h - -^
0 04
N i1.. ; t f..
i
. N\g . v 1,r 6, v) r
t Q � ° N ... w
thi 5 l , ff
0
N ,�o �'
J
..a
sp
...., N
7" w
`�," ♦ � '
NW
1--ek 1 3'0"\t- 63
O
K Nz h /
�11 v
N
N`C s`�
00
- n r P p
n
v1
co
P
A P
1
A
1
0 ki
3
o • Z
c .
' — L
p
eC
0 - _
N S
N
NXb
Fixture Listing
Date: March 25, 2010
Name: O'Neill Enterprises Inc. Project: Koeller Street III
Street: 522 W 6th Avenue Street: 520 Koeller Street
City: Oshkosh WI. 54902 City: Oshkosh WI. 54902
Non Public Use Fixtures
Hot _ Cold Total
2 Hose Bib, 1/2" diameter .00 1 6.00 6.00
3 Kitchen Sink 3.00 3.00 4.50
Public Use Fixtures
Hot Cold Total
1 Coffeemaker
.00 .50 .50
5 Lavatory 2.50 2.50 5.00
3 Sink, service 6.00 6.00 9.00
5 Water Closet, gravity type flush tank .00 15.00 15.00
Total Water Supply Fixture Units 11.50 33.00 40.00
24.0 Gallon per minute demand of the building. Predominatly Flush Tank
.0 Pressure available for uniform loss. For the table use - .0
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value of C 150 150 150 150 150 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 0 0 0 0 0 0 0 0 0 0
Maximum FM WSFU 0 0 0 0 0 0 0 0 0 0
Maximum FT WSFU 0 0 0 0 0 0 0 0 0 0
/ Th
' \ --sT
•
WATER DISTRIBUTION DATASHEET
Date: March 25, 2010
Name: O 'Neill Enterprises Inc. Project: Koeller Street III
Street: 522 W. 6th Avenue Street: 520 Koeller Street
City: Oshkosh WI. 54902 City: Oshkosh WI. 54902
1. 24.0 Gallon per minute buiding demand, predominatly Flush Tank.
2. 58.0 Low pressure at the Main in Street.
3. 3.5 psi loss from a 8.0 ft difference in elevation from Main in Street to the Water Meter.
4a. .0 psi loss from a 166.0 ft 6" Ductile Iron AWWA C151/21.51 water service from the Main in Street to the curb stop.
Pressure loss detemined using a C value of 100 , inside diameter of 6.000 and a velocity of .3 ft per sec.
4b. .8 psi loss from a 144.0 ft 2" Copper Tube Type L ASTM B88 water service from the curb stop to the Water Meter.
Pressure loss detemined using a C value of 150 , inside diameter of 1.985 and a velocity of 2.5 ft per sec.
5. 8.6 psi loss from a 3 /4in Meter .
6. 45.1 psi of pressure available at the Water Meter. This value is entered in (B) below.
The (A) value listed below is determined by using the following formula, then rounding the result up.
A _ B- (C+D+E)
F x 100
A. 17 Pressure available for uniform Toss (psi/100 feet of pipe).
B. 45.1 psi of pressure available at the Water Meter.
C. 8.0 Pressure needed at the controlling fixture.
D. 1.3 psi loss resulting from a 3.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. .0 psi pressure loss due to a no pressure loss devices serving the controlling fixture.
F. 213.0 Ft Developed length from the 142.0 ft actual length of piping from the Water Meter to the controlling fixture.
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value of C 150 150 150 150 150 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 5.5 0 12.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835
Maximum FT WSFU 6.5 0 18 34 62 112 270 484 776 1835
cJ�
-
WATER DISTRIBUTION DATASHEET
Date: March 25, 2010
Name: O 'Neill Enterprises Inc.
Project: Koeller Street III
Street: 522 W. 6th Avenue Street: 520 Koeller Street
City: Oshkosh WI. 54902
City: Oshkosh WI. 54902
1. 24.0 Gallon per minute buiding demand, predominatly Flush Tank.
2. 58.0 Low pressure at the Main in Street.
3. 3.5 psi loss from a 8.0 ft difference in elevation from Main in Street to the Water Meter.
4a. .0 psi loss from a 166.0 ft 6" Ductile Iron AWWA C151/21.51 water service from the Main in Street to the curb stop.
Pressure loss detemined using a C value of 100 , inside diameter of 6.000 and a velocity of .3 ft per sec.
4b. .8 psi loss from a 144.0 ft 2" Copper Tube Type L ASTM B88 water service from the curb stop to the Water Meter.
Pressure loss detemined using a C value of 150 , inside diameter of 1.985 and a velocity of 2.5 ft per sec.
5 . 8.6 psi Toss from a 3/41n Meter .
6. 45.1 psi of pressure available at the Water Meter. This value is entered in (B) below.
The (A) value listed below is determined by using the following formula, then rounding the result up.
A = B-(C +D+E) x 100
F
A. 17 Pressure available for uniform loss (psi/100 feet of pipe).
B. 45.1 psi of pressure available at the Water Meter.
C. 8.0 Pressure needed at the controlling fixture.
D. 1.3 psi loss resulting from a 3.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. .0 psi pressure loss due to a no pressure loss devices serving the controlling fixture.
F. 213.0 Ft Developed length from the 142.0 ft actual length of piping from the Water Meter to the controlling fixture.
Maximun Allowable load for Crosslinked Polyethylene (Pex) Tubing ASTM F876
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4
Actual I. D. .475 .574 .671 .862 1.054 1.244 1.629 0 0 0
Value of C 150 150 150 150 150 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 3.5 5.5 8.5 14.5 21.5 30 51 0 0 0
Maximum FM WSFU 0 0 0
4.5 7 14 53 0 0 0
Maximum FT WSFU 3.5 6.5 11 20.5 34 55 135 0 0 0
c
f 4-1