HomeMy WebLinkAbout03-1991
BUILDING PERMIT
Permit N!
CITY OF ZEPHYRHILLS
(813) 780-0020
1991
Date
I--{_ I (- 03
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Property Owner:
Job Address:
Parcel 1.0. "
~.'j'\l;
- . q ~
s
<2~" QY
~
Water Meter:
T.I.F.'s:
Zoning:
DescriDtion of Work
-r- . Energy Code: '~
t- -<..~ '5 p J'W Qcvv
Aadon Gas:
<)~.
NO OCCUPANCY BEFORE C.O.
FINAL
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
c.o.
DATE
Inspector
City License Registration #
State Certified License#
Permit F
~ignature
Company
Address
')<'relephone# 8'3.241-4,,',
Valuation or -1J 00 (
Contract Price /
(U:,x r; 1<-- e fA..t...1Pc-t~ Ll ~
BUILDI G
/
Ftr. I
Pre SLB /
Lintel /
FRM. /
Insul. szl
WL
Tp. Servo
Rough In
Meter Can
Canst. P e
Pool
Pre-M
Final
L
SLB
Tub Set
Water;
Sew~
Fi?,l
I
MECHANICAL
Breakers
Ducts Insl.
Compressor
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of twenty-five and 00/100 Dollars ($25.00) shaH be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
APR-07-2003 12:22
COX FIRE PROTECTION, INC.
IIUIIoDDIII DII>>.u:DIDl':
813 980 0631
nll.om ItZC:IlrWD
:rLD1 ~ I'D
P.03/09
CllNO' S IO\ME
JOB ~RS:lS
~t~~ IN~~~""t10NAL
(~4- ~ 6.AU- "&..\JD
4
!'HON!: 17 a - ~~l - J.:iZ 7
SUBDIVISION ~ Su Pe'R5TDRe
L~ DESCRUTI0N: LorIS)
BLOCK
li'AACEL ID 11
WORK !~P":!D: .NEW CONSl'JWct'tON
[::JSIGW .
~ rJYWJl TN' J"IIOM Plio PJ:1l'7'V 'PloY NOT'Il!R \
o ,lUlDUJ;ON
[J MOVE
OAt.'rE!lA1'ION
o DDCOLI:SH
o ~PAIR
CI INSTJU.t.
PROPose USE: OSGL I'AKtLy ~HG
.COHHUCIAI.
OHULTI-F4\HILY
o INWsnu;u.
Ot OF UNrrS
o SlfDMtMG POOx,
o HOBlLE HOME:
Oot.'
_ JU:S:rADJU\NT , BAL':B DEpAAna:tn" A1'l'R~
PESCUP"r:ION OF RO:RX CA.\lU'~ diR..\.L1.-~ ~
Btl'ILnXNG nu I ",=>Tr')!? 1 f- SQU>.RE FOoT~ A"Z..O"2
!W:GHT
Z:Z..I-IO:
IIESIDENT:rAl.: ATTACH (2) PLOT l'Ll\NS , (2) SETS OF BUUPING l'LNfS , (l) S&'r ENERGY FORMS.
CoMMBRCI2\L: A'l'TACH (3) SITS 01' aUUI)!Nb PIJ>.NS ill) :n;r ~!:RliY !'O~S.
PA.OPER'rt SUJrv'EY ~IREl) FOR ALL NEW CONS?RUCTION.
PE~'.rS REQOESnD
o BUI:LDD4G
o E1.ECTJUCJl.L
Cl PLtlKBIHG
o KtCHJ\NICAL ~
o GAS' CJ ROOFING [J SPECIALTY
$
VALtn\'l'ION OF TOTAL CONSTRUCTION
Am SERVICE
C nOlUDJ>.. POW!:rt
D If.Fl.E.C.
V1\IoUArIOli or KECiWfCUl. INB'rA.f.t.MION
.OTHER. Fl~ '5Yr2..t~~
'1'n>E OF COHSTRl1CT:tOH:. BLOat 0 I'IWiE
FIN:ISH!:D !'1.ooR ELEV.J.rIONS \41.04 I
.S'l'EI:L
CI O'l'ilEk
IS !'~0JEC'1' IN rLOoD ZOH& ~[J YES
.. MO
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"" 0'nID
SIGNATURE
CClHl'J'$i
STATg aR1' oR REliIST 1#
ClTY PIU:lCESSING .
..~*.*.~..*.....**..*.........**....*...~...*...*~.*.*..*_......*~
c:oMPANY
STATE CERT O~ ltZGIST .
CI~ ~ROct9S%B~ .
......~.....+.-.........~.w..~.........**..*_~.*~....+*....*~..~.~
COKP>>n-
STAn Ctll.'r OR REGIS'!' .
CITY l'Roc!:SSDl'G f
........*.~..........*_............~*.*............*.....~.....*..
COMPANy,
STAtE C!:M' OR R1lGI!lT .
CITY !J\OCESSIKG .
......*.****~.***........**.~-_.._..........__.._~...*..*...~*.~.
.,
c:oHPANY
S'1'.AT!: aM' oa JU:GtST ..
an PRC?CESSING ,
.
........~..............~.~~........................*.**.*.*....~.
l' .J
I rn I' nu
S'1IHHAHd3Z ;0 Allj
WdEE:1 !DOl'o .~~O
=........... ~
COUNTY OF
'l'he ~Qr8901Dq J:n~'tJ.t W.~Tlecl9e;c!
Before ~ 1:b1l,1 Y of . l-9 ~e,
by ~
(name of puaoD. acknowl.eclg'ed.)
~1. pe:r:sonall:y kootln ~o me, or
r::J "Iho has p.c:od.~c:ed
(type of :Lclenti:fiClld.ClDl
OUit.o't. alt~ an Oilt:h
s1gnat\lJ:' r. p.,raon U~D' aclalowledqamt:
[J. eo '!a" A (.), f11tarJ ~8OJft.aW~
NiDMI l:yp . p..;i.nud O~ st:lIDpCd \l ~ . ~ COmmI--. DOOOof737
. ~G""" ,ExPll'llS June 01. 200S
RPR-07-2003 12:22 COX FIRE PROTECTION, INC. 813 980 0631
:; b~-;;;~ ~~_t~~~~i~ - the Cj,'t.y requ.lations. The u.nd.c:lligneC1 lUIsume& tespOZUll-lDl..I.J.1.1 ..VI-
compl~.ace With any app11~le deed ~e"t~~oga.
11. UNtICENSED CON'rAAC'l'OIlS JUlt) CON"1'~CTQR' MSlQltSIBnITIIiS
If tll. Olofller b&:s birm a cont.nc:tor OJ: c:ontJ;actor~ to llnQertake work. they llIaY be ~6quired.
to bl!. lice:Ased in .cc~rdan= wiCh !State ~ local rc9\l.lae.ions. If the ccmt~.ctoJ: is DOt:
l~c=nseA ~s required by la~, both the owner and. cClDe~.ctor may be cited tor a m1SQemeano:c'
V1gJ,iltion ancic::r: .tal:e 1.". If the owner or itltodeci contractor are Ullce.-t.ain a$ to what.
licensing :c'equir~nt~ ~y apply for the intended wor~, they atc advi~ed. to con~a~ t~e
CLey of zephyzhills BU1ld1ng Depar~ent, 813-'B8-&6l1.
fUrthc~re, if t~e owner h.s ~ire~ ~ cont~aetor a~ cont:acto==, he is ~dVised to have the
contr~ctor(sJ aig~ portions of ~he -Cont~.ctor se~ons- of thi. app~ication tor which they
will be respon5ible. Zf you, .8 tne owner signs as the cantracto:, you are in~cat~ng that
yell, rather than the con!:ractor, are rellpoll1l1ble for the wor:Jc. If the c:oJ1trac;to: ",j,lIbes
you eo sign as cDntrou:t:or thilt II\&Y lIe illi itldi"at.ioft tbat he is not prop~rly ~iconsed and 1s
not ent:1tJ.ed to pe.r;m:Ltt1~ pl:'itilege.s 1n the City of Zep~t'Mlls.
C. TAANSl'Ol\'l')lTIOH IMPACT n:2S ~ UTILITY CONN!C'UON FUS
,D. eotIS'fIWCTUION ..t:l!iN LAW 1Q!Atl']!IU\" 713, !'.LORID1\. S"l'ATU'l'ES, 11:1 ~ED)
I certify that: I, the applielnt, have been provided w1,t::h a copy of \\rloJ:~da!. Consttuet.1ol1
lien lAw - Ho:aeowner's 1?rot.eetion G..u.de" prepared by the Florida Depar=-nt of Agr1C\\ltUJ:e
aDei ConllWll8r Atfa1J;1I. Zf the aJ>plicant is aOllll!one ether ~h4t. the "owner-, :[ ce:r:ify that I
have Dbtll.i.ned a C:c:lpy of tbe ~vc d.escr.1:bcd Oo~t and. promise in good faith to 4.:U.VC:~
il: 'to the "'awner"" p,doJ: to c:~~lIlIlen~.
2. CON~llAc-rOR'lI/ot1N&k' II AtrInAVIT
I certify that .11 the ~to%D&tion in this application 1~ .ccurA~e and that all ~rk will
be Qone in c=;.11an~e with all applicable la.ws re~at;i.n!t ccn~t~ction. ;oxdng-, and land.
clevelop.1lll!nt.
~~Lea~~oD ~. hereby made to obl:ain a per.mit Cg do WCl:'~ and 1nstal1at:ion au indiCAted. I
cer~ify thac DO wo~k or i=sta11ation has commenced prior to is:u~nce of a pe~t aDd that
a.ll WOJ:" will be pf:=:fo~ecl to meet stnndardJs of all lS10lili r09'ulating canatru.ction, City
codc~, ~oninq regul~~1ons. and land develop~t regulat~Dns 1n the jurisdict1on. I also
eertify t~at i understand that the regulations ot other governmental a~encies ~y a~ply to
the 1I\tended work, and that it i8 my responsibility to iliont:1f:t what actiODS I 1ll\1St: take to
be iR ~l~ahee. Such ag~e1es include ~ut are hot l~tQd to: .Depa~t of
EnVitonment~l Regulation-Cypress aaybeads, W@tland Are~3 and. Env1~onme~tally SeD~itive
t,aDds, Waterl.a~~=~ater Tr.a~t
.Sout;!lwest: e-lorida. w.te;c: M~nilli~t: Pi:Jt:-j,et-'Rel~s, eyp~el!ls BayhClacl:l, Wetland ~1II:a.ll,
Alteri~g WatercoUrses
-Azmf corpo of Enqineerll-S~wal13, >>o~, Navi9abls W.~e~aY8 .
.Depart=cDt of Health 5 Reh&b111!:a~ive Services. EnvirOQment~l Sealth Unit-Wellll,
wutewatcr l'::eatmont, Septic Tm~ .
~. s. Env1~Clnmental t:;gteC1::ian Agenc:y-Asklcrstoll abatement
I .&lso certify that, if :t:lll material i:5 to be u"ed in nood Sane "'Ad or "J\.,eec:.', it ill
~rstood that a drainage plan addrcall~lig a "'c~ens~tinq vCll~w ~ill b. .~t:ted which
ill peepared by a professioDal engineer ~e~.tereQ ~n the state of Flo~1da p:i~r to p~:mi~
issuance.
A permit is'!!:ued shall be eon$t1:I.If:ci to be II license tg proceed with' the work omd hot alii
authority to violate, c~eel. a~ter, or lIet alliQe .n~ prov~1l1on8 of the teebnica~ ~ode$,
nor ::hall :.I.uuance of a pc=i1:: prtlvent the 1lW.~d.1Z1l1 Offic1.a.l fralll ehersafter requirill!J (I
ec:rrect1oJ:o ot: en:on in plllnll, construct1Qn, or violat:J.ons ot al:lY code. ~ery pe=it
iS3~ed. shall become inval1d ~es3 ~e wo~k autho~1zed hr sueh pe~t ~s commenced within
uJt DlOnths of iSlluan=e, 01: if wo~k aYoti\c.rJ.:ecl by the p~t ,loa IJuspencleci or aJ)anclo~ed for a
period. of s.1.x months a1:tar the tims the wo.rJc 1. eOllllllelloccd. One 110 day utens1ol\ of "tiJoe
may be all0W9d fo= the ~e~~ witn f~e cha=;e o~ $15.00. The exte1\5~On llhall be requested
in wr1t1.n; to the Ill.l,,ud.ing Official.. An approved. inspection l:J\Un be lO!i9"ed d.udng e;acb dx
1Il.OZltA pll!:.l::I.oci, or t;he project w1.11 be ccms:Lclcred ~anclonccl.
WMNnI'G '1.'0 OWNER: 1'OUI\ FAII.UiU!: TO 1U:CO!Ul A NOTIC13 OF COHMli:NCEHElfT MAY RESULT IN YOUR
PAYING TWICE FOR IMPRoV!H!N"1'1I TO YOUR l'ROi'nT'l. IF ~U nrrEND TO OB'1'AnI ~CINIi, CONSULT
WITll YQUJ\ t.ENDE~ 01\ .!Ul' ATTOflNey 8!:FORt RECORDING YO Iet o!' COIlMENc:EHEN!. JOBS UNIlEP.
$2,500 ZN VALUE DO NOT NEED '1.'0 RtCORD ~~ POST A ~N ICE COHMEN
P I'C'S ,
iICiilQ.TURE: O'lt!I'tR OR ~"I'
:.
STATE o:r Ft.ORIOA.
COtntTY or
',l'hll!: foreqoipg 1nstruae~t WIlS a=knowle<:\ged
Befare me this _ day of , lL
by
(Ilou\c of peJ:3on a=owlecl.ged)
C1who 1. per:sonaUy DO'IC to me, 0';-
r::::J who ha~ p t"odu.ced
(~ype of ;Wentit1c:al;;l.on)
ami loIhoD 4i.d [Jd1d DOl:: talte ~ oaeb-.
--
S~gnatl&re o~ p8~son taking aclmow.lec19e1118:a.t
N_ l::yped. pr.1:a.~ecl or :51:.:uaped
t . If
I ~n I' ON
S"IHHAHd3Z jO All3
ftd7S: 1 (aDZ'6' PO
P.04/09
__.w._.......;;.;........o.,~.:..._'.:r;.._....,...~..:Ioo>.........~~...."""~......-'!J..-.:.::..:'_;...:....._*_ :':..._~
. . . Fire Protection by Computer Design
COX FIRE PROTECTION INC.
7910 PROFESSIONAL PLACE
TAMPA FLORIDA 33637
813-980-3282
;r,
~
IV;
Job Name CHILI'S - 946
Building
Location 7643 GALL BLVD, ZEPHYRHILLS
System
Contract 1-946-03
Data File CHILI'S.WX1
Computer Programs by Hydratec Inc. Route 111 Windham N,H. USA 03087
~.....,_.'.'4".""--':'."""""""~'",,"",-1...~J-"'-'__'_-'~-"';'.".,,_._ _ ~ ~ _. .. .
COX FIRE PROTECTION INC.
CHILI'S - 946
Page 1
Date
HYDRAULIC DESIGN INFORMATION SHEET
Name - CHILI'S GRILL & BAR #894
Location - 7643 GALL BLVD, ZEPHYRHILLS
Building -
Contractor - HERMAN & SON CONSTRUCTION
Calculated By - K. WILSON
Construction: (X) Combustible
OCCUPANCY - RESTAURANT
Date - 3-18-03
System No. -
Contract No. - 1-946-03
Drawing No. - FP1
( ) Non-Combustible Ceiling Height VARIES
S
Y
S
T
E
M
Type of Calculation:
Number of Sprinklers
( ) Other
( }Specific Ruling
Date
( }NFPA 13 Residential
Flowing: () 1 () 2
} NFPA 13R
} 4 ()
( ) NFPA 13D
Made by
Listed Flow at Start Point - 14.8
Listed Pres. at Start Point - 7
MAXIMUM LISTED SPACING 15 x 15
Domestic Flow Added - 250
Additional Flow Added
Elevation at Eighest Outlet -
Note:
Gpm
Psi
System Type
(X) Wet ( ) Dry
( ) Deluge () PreAction
Sprinkler or Nozzle
Make CENTRAL Model BV-QR
Size 1/2" K-Factor 5.6
Temperatu=e Rating 155
D
E
S
I
G
N
Gpm
Gpm
11'-6"Feet
Calculation
Summary
Gpm Required 464.85
C-Factor Used:
Psi Required 43.97
Overhead 120
At Test
Underground 140
W
A
T
E
R
Water Flow Test:
Date of Test - 3-13-03
Time of Test - lOAM
Static (Psi) - 60
Residual (Psi) - SO
Flow (Gpm) - 1000
Elevation - 2
Location:
Tank or Reservoir:
Cap.
Elev.
Pump Data:
Rated Cap.
@ Psi
Elev.
Other
Well
Proof Flow Gpm
S
P
P
L
Y
Source of Information: LOUIE SELLARS
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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~Fittings Summary
cox FIRE PROTECTION INC.
CHILI'S - 946
Page 3
Date
Fitting Legend
Abbrev.
Name
A
B
C
D
E
F
G
H
I
J
K
L
M
N
o
P
Q
R
S
T
U
V
W
X
Y
Z
Generic Alarm Va
Generic Butterfly Valve
Roll Groove Coupling
Dry Pipe Valve
90' Standard Elbow
45' Elbow
Gate Valve
45' Grvd-Vic Elbow
90' Grvd-Vic Elbow
90' Grvd-Vic Tee
Detector Check Valve
Long Turn Elbow
Medium Turn Elbow
PVC Standard Elbow
PVC Tee Branch
PVC 45' Elbow
Flow Control Valve
PVC Coupling/Run Tee
Swing Check Valve
90' Flow thru Tee
45' Firelock Elbow
90' Firelock Elbow
Wafer Check Valve
90' Firelock Tee
Mechanical Tee
Flow Switch
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
~":"'wo............w;"""'~':-"Io..-":_..__._~_... "~.~M_.~'_~",_
~ Fittings Summary
COX FIRE PROTECTION INC. Page 4
CHILI'S - 946 Date
Unadjusted Fittings Table
1/2 3/4 1 1/4 1 1/2 2 21/2 3 31/2 4
A 7.7 21.5 17.0
B 7.0 10.0 12.0
C 1.0 1.0 1.0 1,0 1.0 1.0 1.0 1.0 1.0 1.0
0 9.5 17.0 28.0
E 2.0 2.0 2.0 3,0 4.0 5,0 6.0 7.0 8.0 10,0
F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0
G 1,0 1,0 1.0 1,0 2.0
H 1.0 1.5 2,0 2.0 3.0 3.0 3.5 3.5
I 2.0 3.0 4,0 3,5 6,0 5.0 8,0 7.0
J 4.5 6,0 8.0 8.5 10.8 13.0 17.0 16.0
K 14.0 14.0
L 1.0 1.0 2.0 2,0 2.0 3.0 4,0 5,0 5.0 6,0
M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0
N 7.0 7,0 7.0 8.0 9.0 11.0 12.0 13.0
0 3,0 3.0 5.0 6.0 8.0 10.0 12.0 15,0
P 1.0 1.0 1.0 2.0 2.0 2.0 3,0 4.0
Q 18.0 29,0 35.0
R 1.0 1,0 1.0 1.0 1,0 1.0 2.0 2.0
S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0
T 3,0 4,0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0
U 1,8 2.2 2.6 3.4
V 3,5 4.3 5.0 6.8
W 10.3
X 8,5 10.8 13.0 16.0
Y 2.0 4.0 5.0 6,0 8.0 10.5 12.5 15.5 22.0
Z 2.0 2.0 2.0 3,0 4,0 5,0 6.0 7.0 8,0 10.0
5 6 8 10 12 14 16 18 20 24
A 17.0 27.0 29.0
B 9,0 10.0 12.0 19.0 21.0
C 1,0 1.0 1,0 1.0 1.0 1.0 1.0 1,0 1.0 1.0
D 47.0
E 12.0 14.0 18.0 22.0 27.0 35,0 40.0 45.0 50.0 61,0
F 5.0 7,0 9.0 11.0 13.0 17,0 19.0 21.0 24.0 28,0
G 2.0 3.0 4.0 5,0 6.0 7.0 8.0 10.0 11.0 13.0
H 4,5 5.0 6.5 8,5 10.0 18.0 20.0 23.0 25,0 30.0
I 8.5 10.0 13.0 17.0 20,0 23,0 25.0 33,0 36.0 40.0
J 21.0 25.0 33.0 41.0 50.0 65.0 78.0 88.0 98,0 120,0
K 36.0 55.0 45.0
L 8,0 9.0 13,0 16.0 18.0 24.0 27.0 30,0 34.0 40.0
M 10.0 12.0 16.0 19.0 22.0
N
0
P
Q 33.0
R
S 27.0 32,0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0
T 25.0 30.0 35.0 50,0 60.0 71.0 81.0 91.0 101.0 121.0
U 4.2 5.0 5.0
V 8.5 10.0 13.0
W 13.1 31.8 35.8 27.4
X 21.0 25,0 33.0
y
Z 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0
Computer Programs by Hydralec Inc. Route 111 Windham N.H. USA 03087
. . - . .. -. '.' '.....,"...,,"--......~............ '._~- '-' -'. .', . --~-'--. -
,Pres~re / Flow Summary - STANDARD
COX FIRE PROTECTION INC. Page 5
CHILI'S - 946 Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No, Actual Actual ReQ.
HD1 11.0 5.6 7.17 na 15.0 ,15 100 7.0
HD2D 11.0 5.6 7.17 na 15,0 .15 100 7,0
1 12.0 K = K @ DPl 12,17 na 15.0
2 12.0 K = K @ DP2 12.82 na 15.25
3 12.0 K = K @ DP2 15.01 na 16.5
4 12.0 K = K @ DP2 16.41 na 17.26
5 12.0 K = K @ DP2 17,17 na 17.65
10 12.0 K = K @ DP1 12.29 na 15,07
11 12,0 K = K @ DP2 12.94 na 15,33
12 12.0 K = K @ DP2 15.15 na 16.58
13 12,0 K = K @ DP2 16.56 na 17.34
14 12.0 K = K @ DP2 17.34 na 17.74
20 12,0 K = K @ DP1 14.57 na 16.41
21 12.0 K = K @ DP2 15,33 na 16.68
22 12.0 K = K @ DP2 17.92 na 18.03
23 12.0 19.57 na
6 10.0 21.27 na
15 10.0 21.47 na
24 10,0 22.3 na
TOR 1,0 36.45 na
BOR 1.0 36.83 na
TEST 2.0 43,97 na 250.0
The maximum velocity is 12.93 and it occurs in the pipe between nodes 14 and 15
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final ~alculations - Standard
COX FIRE PROTECTION INC.
CHILI'S - 946
Hyd.
Ref.
Point
Qa
Dia.
"C"
Pf/UL
Fitting
or
Eqv. Ln.
Pipe
Ftng's
Total
Pt
Pe
Pf
Page 6
Date
pt
Pv ******* Notes ******
Pn
Qt
HD1 15.00 1,049 1E 2.000 1.000 7.175 K Factor = 5.60
to 120 2.000 4.764
DP1 15.0 0.0763 3,000 0.229 Vel = 5,568
0.0
15.00 12.168 K Factor = 4.30
HD2D 15.00 1.049 1T 5.000 1.000 7.175 K Factor = 5.60
to 120 5.000 4.764
DP2 15.0 0.0765 6.000 0.459 Vel = 5.568
0.0
15.00 12.398 K Factor = 4.26
1 15.00 1.049 8.500 12.168 K Factor @ node DP1
to 120 0.0 0.0
2 15.0 0.0765 8.500 0.650 Vel = 5.568
2 15.25 1.049 7.830 12.8'18 K Factor @ node DP2
to 120 0.0 0.0
3 30.25 0.2798 7.830 2.191 Vel = 11.230
3 16.51 1.38 8.500 15.009 K Factor @ node DP2
to 120 0.0 0.0
4 46.76 0.1647 8.500 1 .400 Vel = 10.030
4 17.25 1.61 5.500 16.409 K Factor @ node DP2
to 120 0.0 0.0
5 64.01 0.1389 5.500 0.764- Vel = 10.088
5 17.66 1.61 1E 4.000 2.830 17.173 K Factor @ node DP2
to 120 11 8.000 12.000 0.866
6 81.67 0.2181 14.830 3.235 Vel = 12.871
0.0
81.67 21 .274 K Factor = 17.71
10 15.07 1.049 8.500 12.286 K Factor @ node DP1
to 120 0.0 0.0
11 15.07 0.0771 8.500 0.655 Vel = 5.594
11 15.33 1.049 7.830 12.942 K Factor@ node DP2
to 120 0.0 0.0
12 30.4 0.2824 7.830 2.211 Vel = 11.285
12 16.58 1.38 8.500 15.152 K Factor @ node DP2
to 120 0.0 0.0
13 46.98 0.1661 8.500 1.412 Vel = 10.077
13 17.34 1.61 5.500 16.565 K Factor @ node DP2
to 120 0.0 0.0
14 64.32 0.1402 5.500 0.771 Vel = 10.136
14 17.74 1.61 1E 4.000 2.830 17.336 K Factor@ node DP2
to 120 1T 8.000 12.000 0.866
15 82.06 0.2201 14.830 3.264 Vel = 12.932
0.0
82.06 21 .466 K Factor = 17.71
20 16.41 1.049 8.500 14.566 K Factor @ node DP1
to 120 0.0 0.0
21 16.41 0.0902 8.500 0.767 Vel = 6.092
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
...-.,..-............;..........".
Final.Calculations - Standard
COX FIRE PROTECTION INC.
CHILI'S - 946
Hyd.
Ref.
Point
Oa
Dia.
Fitting
or
Eqv. Ln.
Pipe
Ftng's
Total
Pt
Pe
Pf
Page 7
Date
Pt
Pv ******* Notes ******
Pn
"C"
Ot
Pf/UL
21 16.68 1.049 7.830 15.333 K Factor @ node DP2
to 120 0.0 0.0
22 33.09 0.3303 7.830 2.586 Vel = 12.284
22 18.04 1.38 8.500 17.920 K Factor @ node DP2
to 120 0.0 0.0
23 51.13 0.1944 8,500 1.652 Vel = 10.967
23 0.0 1.61 1E 4.000 8.330 19.572
to 120 1T 8.000 12.000 0.866
24 51.13 0.0917 20.330 1.865 Vel = 8.058
0.0
51.13 22.303 K Factor = 10.83
6 81.67 2.635 9.670 21 .274
to 120 0.0 0.0
15 81.67 0.0199 9.670 0.192 Vel = 4.805
15 82.06 2.635 11 .670 21.465
to 120 0.0 0.0
24 163.73 0.0717 11.670 0.837 Vel = 9.633
24 51.12 2.635 3E 8.237 61.710 22.302
to 120 24.711 3.898
TOR 214.85 0.1185 86.421 10.245 Vel = 12.640
TOR 0.0 4.26 1G 2.633 9.000 36.446
to 120 1A 22.384 25.017 0.0
BaR 214.85 0.0114 34.017 0.389 Vel = 4.836
BaR 0.0 4.1 4E 14.534 190.000 36.834
to 140 58.134 4.567 Fixed loss = 5
TEST 214.85 0.0104 248.134 2.569 Vel = 5.221
250.00 Oa = 250.00
464.85 43.970 K Factor = 70.10
Computer Programs by Hydratec Inc, Route 111 Windham N.H. USA 03087