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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 ~~~k~~~~~~~~~~~",-~':~;-'~'";~- ~. _ '....~~~~~~~~~~~:lH"i: BU:UlD SI~ nlEcruc:xu s:r~RE I'UaIPll. S%~ ~cu. SI~ "" 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 ...._..I-~;._... v .. -"-_. -'....:.. ..:',._~_-"-"'~_N._'~~J";'-u..".~"",,:,...._ ~'." ..'.. N 0) 0) Ol_ eo eo 0..0 ~ 0.. --C) C/H.J) 0 0..0..0 000 (Ol.C)..-- 0 ..~.. .--... Z :::l () ~/Il z :::l/ll3: - /Il~O Q) 0 cg 0.. u: C: ~ ..r....-- :::J 0 ~eoeo UJ a; :::l:::l () I- a..~:2 :2 >. :::l-/Il/ll 0 Cl)SO)O) Q. 0:::(0 .... CI) 0::: 0::: C. o.."<t 2, , , :::J UJO> eo"--NN Cf) 0::: , s:ooo L.. -CI) ~ Q) u.- ..... x;J (5 ~ OI 00 N (.) ~ ~-o.. ~- -0..(1) o..CI) g:C)0..C)~C)0.. 00..(0 ..--l.C)1'- C)l.C)0 ("')~O> ~(O ~"<tM O"<tM "<tN"<t ~~..-- ...... .. .... .. 0) "0 .... :::l C /Il eo 3:/Il -E ..Q ~;:"O 0) cu.o..;t:: cO c o 0 eo .- +::EE EEOl eo22'00)2 Co iii/ll/ll<t:o/ll~ - >.>. >. UJ CI) CI) -- CI) >. ".0)0),05 /Il/ll .... ..--NN 0 0("') eo OOOIIOCl) M C ~ ..-- .............. ~ c (.) ........ .~ o l.C) o "<t o ("') ..-- o 0 0 N ..-- 0 ..-- o 0 0> co CI) CI) a.. 0::: UJ 000 I'- (0 l.C) :::> 0::: UJ o "<t o (t) o N o o o 0> f'. CX) 0 cry 0 0 ~ (/) 0 :J co I Z E ro .r::. '0 C ~ ..- ..- 0 ..- 0 (!) I'- "S 0 0:: U .E t) l.C) (!) ~ ~ '0 0< >. I Oz >. (0_ .c s: rJl E 0 ro ...J .... Ol U. e 0.. .... (!) 0 "S 0 a. l.C) E 0 () o o "<t o o ("') o o N o o .~~.I. .:....'"...~~~~......-. _......wv_...... ~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