The URL can be used to link to this page

Home My WebLink About11-12243 CITY OF ZEPHYRHILLS 5335-8TH STREET , ; �ais��ao-oozo < < 12243 FIRE SPRINKLER SYSTEM PERMIT Permit Number: 12243 Address: 5310 8TH ST Permit Type: FIRE SPRINKLER SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE-SPRINKLER SYS Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS � Est. Value: Parcel Number: 11-26-21-0010-15200-0180 Improv. Cost: 22,122.00 Date Issued: 8/15/2011 Name: S&K PROPRIETORS LLC Total Fees: 370.00 Address: PO BOX 2981 � Amount Paid: 370.00 ZEPHYRHILLS FL 33539 Date Paid: 8/15/2011 Phone: Work Desc: INSTALLATION FIRE SPRINKLERS FIRE INSPECTION FEES 220.00 .' � � l��-� �� S� �I i FIRE ACCEPTANCE Final Chapter 633, Florida Statutes,authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review,administrative fees,and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of$100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEM T." � � CO C O IGNATURE I IC R ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT- Fire Marshal Office- 813-780-0041 � �- �{. �rp��'�S 813-780-0020 City of Z:ephyrhills Fire Fax-813-780-0021 �- PermitApplication � �� .Q� Date Received Phone Contact for Permit � �� Owner's Name } � � � F� � �� Owner's Phone Number � � � Owner's Address Fee Simple Titleholder Name � Titleholder Phone Number � � � Fee Simple Titleholder Address Job Address t O � h `I '� �O Lot# � Sub Division Parcel# � Bio-Hazard Waste Storage-ANNUAL � Fumigation Tent � Comm Exhaust Kitchen Hood/Duct � Hazardous Material(Tier II or RQ Facility)ANNUAL � Controlled Burn � Hood Installation � Emergency Generator<30 kw � LP/Natural Gas-Installation � Emergency Generator>30 kw � LP/Natural Gas-ANNUAL Sale � Fire Protection Maintenance-ANNUAL � Places of Assembly-ANNUAL r y emi �n er Sprinkler � ❑ ❑ ❑ B � Recreational Burn Fire Alarm � ❑ ❑ ❑ � � Sparklers Hood Cleaning � ❑ ❑ ❑ C] Sprinkler System Installations Hood Suppression � ❑ ❑ ❑ C] � Standpipes(Sprinkler Sys) � Fire Alarm Instatlation a Torch Roofing/Tar Kettle a Fire Pumps � Waste Tire Storage ANNUAL � Fire Works � Fiammable Application-ANNUAL Valuation of Project � Fuel Tanks Q Other� Contractor Company Signature Registered Y/N Fee Current Y/N Address License# ELECTRICIAN Company Signature Registered Y/N Fee Current Y/N Address License# PLUMBER Company � Signature Registered Y!N Fee Current Y/N Address License# MECHANICAL Company Signature Registered Y/N Fee Current Y/N Address License# OTHER Company /�Q eC / Signature Registered Y/N Fee Current Y!N Address License# Directions. ��n�jJ � 3�s 3 � Fill out application completely r� � v� Owner&Contractor sign back of application,notarized(Or,copy of signed contract with owner) If over$2500,a Notice of Commencement is required(Mechanical work over$5000) Supply two(2)sets of drawings with applicabie documentation Allow 10-14 days for review after submittal date. Parcel#-obtained from Property Tax Notice(http.//appraiser.pascogov.com) NOTICE OF DEED RESTRICTIONS� The undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions UNLIC�NSED'CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended) If valuation of work is $2,500 00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. - CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated I certify that no work or installation has commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90) consecutive days, the job is considered abandoned WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F S 117. 3) OWNER OR AGENT CONTRACTOR u scnbed and sw�of�t�o o�r�a_ff d e re me this Subscribed and sworn (or affi re me this - -)� bY�'«c'�(23�� • �I-)1 by Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as identification. as identification. r �` Notary Public Notary Public �JYJ R$1:3�Z ' z Commissi o Commission o 2.0�t'9 `� i e.�0 � '�� Name o otary typed,printed or stamped Name of Not typed,printed or stamped r 2�L9'RY pV@4^ Notary Public State of Florida a°�� p��,� Nota�y p�b�� Georgia W Pneto ' / , (;ep Sfate o/p N�'� o lvty Commission DD981372 v'� • a� M ��a w Prieto orida T�'Of FI�P Expires 03/01l2014 �O�FIOp E PC sm o/o��DD981372 �� 2074 Jacqueline Boges From: Lori Hillman Sent: Tuesday, November 13, 2012 1:23 PM To: Jacqueline Boges Cc: Verne Riggall Subject: RE: inspection needed You are being asked nicely, not told to close the permit. Thank you,Jackie From: Jacqueline Boges Sent: Tuesday, November 13, 2012 8:13 AM To: Lori Hillman Cc: Verne Riggall Subject: RE: inspection needed Greetings Lori, The attached report from the water dept. is what is needed to close this permit based on the comment sheet given by Kerry. Am I being told to close the permit? Jackie Boges (ext 3513) What Greater love can a man give...... From: Lori Hillman Sent: Friday, November 09, 2012 2:41 PM To: Jacqueline Boges Cc: Verne Riggall Subject: FVN: inspection needed Jackie, Please review the attached underground Fire Sprinkler Line Inspection performed in August 2012 at 5310 gtn Street. Please let me know if you require additional information. Thank you, Lori From: Verne Riggall Sent: Thursday, November 08, 2012 1:37 PM To: Lori Hillman Subject: FVU: inspection needed From: Jacqueline Boges Sent: Thursday, November 01, 2012 11:59 AM To: Verne Riggall Subject: inspection needed � . _ �,�—.�. �---= ,— . � � I �, � S � � �S�-c� ( l � ►�� S'�r�� /<<�er- �, � � C��-� �,�� ' ` � Zephyrhills Fire Rescue �� b907 Dairy Road, Zephyrhills, FL 33542 .�, �`-� 4-�� Bus (813) 780-0041 �� "°� � FaY (813) 780-0044 ��.,,,,Fire Marshal "`� w..,, � .,� �+r�•Kerry Barnett -�� ,��-- E-mail: kbarnett�a�fire.zeplryrhills.i�.us � -"`. , , `_.'_ � n Plan Review#: 11-108 �,, �Project: Fire Sprinkle lus Calc and Cut Sheets ,�� ,� Number of Pages: 1 p � { � ,. �'�..August 12,201 l �� °'� -�I have received and reviewed the plans for the instarie tio�n ect tolmo ve forward prov d nge at � """�5310 8'''Street at S &K Properties and fo��al�it contractor acknowledges complying with the comments below are followed. Paying � uestions,please do not hesitate to contact the Fire �,�items listed below. Should anyone have any q '�,�. '""'� Marshal's office. "' �'`� stem.Plans and � ,�__ ""�"` �� . 1. Fire sprinkler system shall be tied into building's fire arm sY ��"` permit will be required. ,, 2. The FDC sha11 be a 5" 30 ed at t e back of the bu'ilding by the connection. 6" � i� 3. An FDC sign shall be plac �� r ' red reflective letters on white background. ^�.�% � 4. Submit(via fax) cut sheets on the��n�°b d�s noted bove.e plpe, �� connections, fittings,valves etc... 5. Tracer wire (two) shall be installed on the underground. � �` � 6. Ensure all joints on underground are properly sealed. '"�"`` 7. Ensure thrust blocking with underground is used in areas require . � �, Inspections Reyuired: � �� r ound l, Pressure Test on Unde der ound � 2. Flush(witnessed)on U �' `� 3. Pressure Test&Rough In on Above Ground `� 4. Final i KERRY(B� TT,FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in lete com liance compliance with applicable fire safety ole res onlsibility to ensure thatthe plans ar�ein opmp al of p submitted plans.It is the contractor P with all applicable NFPA codnscom lliancerat shall beIthe contractoras sole respon bi ity at th ir sole inspe c t i o n r e v e a l s a r e a s o f n o P expense to bring those areas in compliance.The City assume s n o r e s p o n s i b i l i t y f o r t h e contractor's fai w'e to be in compliance with all applicable N�'PA codes and local ordinances. Jac ueline Bo es From: Keith Williams Sent: Wednesday, February 08, 2012 9:14 AM /�,� �oM;� � To: Jacqueline Boges �� Q , � , Subject: RE: need update on status of permits � �� /,-�i��' : � r[ lackie, - � The System inspection was completed for 5310 8`�Street back on 9/30/2011. However,the underground has not been completed by the City, it is in the hands of the Utility Dept and the Engineer. So I really don't know how tfl handle that one, maybe we should extend the permit since the City is the hold-up to complete the job. 5727 6th Street was completed and inspected back in early November, I can get the date if we need it. Keith Keith A.Williams � � �' � � � � � t-�� r�� ).��-� �.}�,�� Fire Chief, EFO, CFO, CMO, MlFireE Zephyrhills Fire Rescue 6907 Dairy Road �j�C ' 9� �- -, Zephyrhills, Florida 33542 � ` �� '��- 813-780-0041 813-780-0044 fax Email: kwilliams(a�fire.ze�hvrhills fl us _ w._____.-.- --- ---- -._ _ ._--.--- __________.__. --__._ _------- -- - -- ----._. _ From: ]acqueline Boges - � --� - -- Sent: Wednesday, February 08, 2012 9:08 AM To: Keith Williams Subject: need update on status of permits Greetings Chief Williams, I am in need of update on a couple of permits that are about to expire in our file. Do you by chance know if inspections were done? 5310 8`h street- Fire sprinkler installation contractor cox fire-exp 2/11 5727 6t"street-repipe fire suppression done by security fire equipment-expire 2/20 Thank you Chief. Jackie Boges Code Support Specialist ext.3513 1 ' .-,: City ,of Zephyrhills 5335$th st Zephyrhills, FL.33542 Utilities Department VIfATER MAI N/ SERVICES rE�: sia-�so-oo2s,Fax:si3aso-oo2s PRESSUREf LEAKAGE TEST Project: 5th ave.alleyway,8"water main extension,Phase 2 Location: 5th ave alieyway between 8th st.and 9th st. W.O.#: Date: August 24,2012 Crew Supervisor Bruce Sellars Start Time: 9:20am Start Pressure: 159 psi End Time: 11:25am End Pressure: 158 psi Total Test Time: 2.25 hours Average Pressure: 158.5 psi Pipe Material: HDPE/PVC 900 Type of joints: Fused/Belf&Spiqot ALLOWABLE LEAKAGE/AWWA C 600�99 L= HND{P)1/2 x 128 133200 Se��an 1 5ection 2 Section 3 Total N= Length of Pipe�Linear Feet} N: D= Diameter of pipe(Inches) D: P= Average test pressure(psi) P: H= Length of test (liours) H L= AElowable leak(Ounces/Hr.; Total Aliowable leak{Ounces) L� Amaunt of water used to maintain test pressure : n/a Gals. n/a Ozs. TEST RESUE.TS: ❑� Passed ❑ Failed Remarks: after filling line with line pressure of 50 psi,adcied compressed air to reach 159 psi Approved by: Bruce Sellars Inspector Engineer Bruce Sellars Operations Supervisor vo+c�r�V�� .�+'� IrRJS) F'.VlI IJWL DRINKING WATER MICROBIAL SAMPi.E COLLECTION '------------------------------�`------------------------' 8 LABORATORY REPORTING FORMAT ' 4yri�e project#or PleCe ProJect Label Here O 68018outl�polnt Pkwy.•.�sdcwnvYl�,F�33216•004.989.A850•Fax 904.968A354•Ea937i : ; ❑ea�a sw kenw a�d•CiaY�vlNe,Fl 82EOE•362377Z349•Fau 362.305.�639•dZ001 � ; 10ROD USA Tod9y Nhy•NN�rtir.FL 33025•954.809.�8•F�ot 954.8892261•p:3�S 9610 Prkoss R�Im Aw.•7ampa,FL 3381@•413.al0.9818•Feic 813.830.1947•El4St9 � ; 5�28 8.NaM i�trq BNd.,Sta.1Q1�•AM�rwnfs Sprkps.FL 32701•407.937.iS9i•E�.7076 Ad�ance� ��R��Oab 6 Tims: � QT� �nsye�s o.a a nm.: •`�./ E��iro�me�tal baboratories, I�c. �a:�.�,�n p�pn les �3.� rn.,�cn.d�:CJ.uoNnewc�d �I-� rr Thls SMnpN tlOSS rtol maet lhe foNowlnp NELAC rsquirsnMnls: Reporl Number: 1 Sub-Contract Leb ID: AnN�rsis Rpw�t�d:(chedc a!I that apply) �Total CdifomdF coli C7Tatel CdMamlFecal ❑Enior0000d ❑Ccliphape ❑HPC (]Other. Pubfic Water S�rsbm(PWS}Name: ' ��Q��'S PYYS Ld. �Q�� PWSAddress:�J_ �� Cily: f'�afi'�y��SL�� PWS or PWS Ownera Phona�: � � Fex!!:CJ,,� Coll�dor:�t'3dAlA��l.�.r Collectors Phone� 7I�"'�' of Suppnr:{chack.only one) mmtnlly Water System ❑Non-Transbnt Non-commu ' Walar System OTranaient Non-eommunity Water System imitad Use SystBrn ❑BotUed Water ❑Private Well �s,�►rn�e Poa ❑Other: R��son tor 8�nP�InO:(check alf that ePP�y} ❑Disinbullon RouW�e ❑DlsMbution Repeat ❑Raw(tdgpered or aesesement) ❑Raw(triBDerod ot essessmsnt)ad�tional •OWeli Survey �L:learenoe ❑Re�lacema (al chsck type of sample beiog repiaced) ❑Bdl Water Notloa ❑Other: 8ampls CoIlsNon Q�t�; ' 3`Z ocwt�aoa5 Ei��e a��s,re.M..d osa��o S�mpla ' �i�- MdyNs AANhod(i)� A1 �3°�pl° S��ple Pok�t Cdia�fon S��;° � `�V i� (Lecatlon or Spseific Addrasa) TYne T1� Rs�ldusl � Noo- Tolal Faeal�E.aof� Oale L�b • (�^D��) Corform Callform E�'a°� Ouapllsr' ��s '�5,� 'kSr. ��-� � ,r,� O.� OU l AvM�of �CLLnt nsldusls for dlsl�utlon reuttn��nput +ampla.` Frae ns orTolal dibrine dr�N one}. •� • Unfeas o7herwlss nolad,all iests are preformad In aocordance wtth Ois ohobnt RwduM Mdyal■MNt�od: AIELAC standerds,snd Ihe roeuils rolsl�ony to the samplas. �� ❑�r Dsle and Iims pWS no1111ed by faD of podUva fe6ulEs: !+9 A �op��(#��.1�7��Iwck one of b�low}: Rste and lhie DEPlDOH notllled by kb of pa�lUw rssuila: " ❑Sup�nA�ed Oak R�poA Iswsd: by certlfled operalor(� ) ❑Employed by e seAlllad tab ❑Employed by DEP or DOH Lsb Slynstun• ❑AuUlOfii�d ropresaMaliv�d suppMer ofVVtllr Tltle' [L�ISERT NAM�AND MAIIJNti A DDRES,4 AF PERSdN'I'(1 RPCfs'iV E RBMn,tTj DEPIOpH USE ONLY ❑Sslbtadory �TY � �ph! E�1�.5 a�.�o��.� � D R�psat Srnplss R�qulnd ❑Rapbc�w►t SsmpNs Required 5��S��"�• oace Rer+o�a ey o�looH: �-P � r�z�.c.s , ��,� 5'-�1� �,�H��: .�w...hrg�.r�..d�.�.i.�r..+..�nr..oa....:c.o„rr„r,�wn.mqP+e► Relinquish 8Y� Date��T'�Time: ��w+ti�.e�w`.�N•E�Nfer:!OMYMMa�.P-awrTw.a.so.argi+�„v,ro.1 �ns�qwir.ou�aaEawtuawwc�rio.a�wa;��c+ewaue Recalved BY� � Defe: ? TIme:S��'t'�'� 08l2512012 14:44 (FAX) P.002J002 DRINKING WATER MICROBIAL SAMPLE COtLECTiON � � ��-�-��-��-��-�-�� & LA80RATORY REP�}RTING FORMAT ' Wrlte Project#or Pieoe ProJect Lebel hlere Q 6801 Soutt�pdnt Pkwy.•JalloonviW,FL 3R218•004.983.l350•Fsx 904.]6:i.9354•E04S74 �88158W Ar�rl�d•ti�kwivllls,FI 32�•352.971.Z3�a•Fo�35R.395.6680•E�2001 0 10200 USA Tady W�y•Mkartiar.PL 33025•934.beP,?Zea•Fex 95t.60p.22E9-E!?67� � ��G1p Princ�c Pdm Aw.•Tsmpa.FL 3�81 B•813.a30.9B16•Fsx a13.d90.4321•EMdM ; � p 626 S.North ls lu Bfi+d..�e.1018•111�monl�Sp�Uips,FL 32701-107.937.1304•!6]Q7! � � Rdvanced �+Re�►n�a a nme: L� E�Yiro�meatal �abo�atories, I�c. ��°��8r�: � � S�rnpi�Aep�pqllp C Sai�pM ProservaUorK C�'Qn leo pNol On la C��'C � DINMachnt Ch�dr, bsE�cYsd$a Report Num ber: S uQContrect Lab ID: Thh S�npl�do�s ' ma�t ure Twawing NELAC requlrsrn�nm: Analyal�Reqwst�d:(check alt that spply) �otalColliom✓E.r�nli QTotal�CdibrtnlFeral ❑Enterocacd OCoNphage ❑HPC DOfhar. Publlc WaE�r Sysbm(PWS)Nsms: l,.� 6�GLOIr,liX/tl ifs PYY81.D. �� PWS Address: �,�5 �J7► �� Clty: RINS or PVVS O�p�'�Pr�e#: - a^ ocaDB Fax 1M: - — � c�a�: J�,a�tla�, � r nn � con��rs w�«,e�: �T p�d SuPply:(chock only one) Gommunity WaW System ❑Non-Trar►elanl Non-communHy Waber System OTranaenl Non-0ommunity Water System pLlmiled Use Sy�fem ❑BotUed Water DPrlvste we11 pSwMwr�ing Pool pOthsr: RNSOn for B�mpNno:(eheck ell ihat apply) pistributfon Routlne ❑OisMbuNon Repeat ORsw(trlgpered or as�asament) ❑Raw(trlgpered or assassment)addifbnal []Well Survey rsnce C]Raplacement(also check type of semple being replacad) • ❑BoN Weter NoUce ❑Othar: 8�mp1�Collaellon R�Ee: ��.y��a ocw:w�as Ee.ew.mAS.a.a..a odoano ,:,s�., • Oi�k► �MY�M�thod(s)' A � �� . Semple Sampls Polnt �� Swnpla isidaM �'�J # {Locatlon or 5pedfic Add�ss) Tima TYPe RsMdual � No�- Tatd Fanl.E.aoY, wp Lab (mpll) Cdiform CoNfartn �°0�i°f Quelqi�r• S�*ple 1a S . sf. �, , � Awrp�ot rMWwls for dktributlon►autiy R r�st � ssmplea. �ar ToW clNorir�s icYds au). D� Unkss othervvise noted,sll tests are prolonmad In accardance wttl� nlrelant R�sldud MN�rsb Nhlhod: NELAC•stande►ds,and the resuNa relele only to tl�e samplae. OPD ColorGnNrie ❑OMisr. Delo and Ihns PW5 nolilied by leb ol posNhro resulb: P� on p�riormNp disb s sls 1�(Ch�eic on�of b�low�: [Me end tlms DEPlDOH noliied by ieb d poslqve rssuQS: �A wrlMbd oMnlo►(1R� ��Q � Date ReP�Issu�d: �Supsrvl�ed byCSrtllfad opKato►f,k ) ❑Employsd by�ceAlEed leb ❑Employed by DEP or DOH Lab Sipnaturl; — ❑Au�fzed roprasontatlw of iupp�ier oi weter TJdl: ilTtS�T HAM£AND ddAlUnO ADbf21;9S pF PhRSON T'O ABCEf VE RBPQIt'TJ O S��y DEPIDOH USE ONLY �(�'L�O� ��1 t'S O fneomp�sls Ca�p�et�on Iniortiwlbn �3�� g�. �-�, o��,�P�� D�la Rwfewsd by OEPIOON: �� 't s y � DEP/DOH Reviewinp 011lelal: i kr.w..wi.hr.b...d�.�.i.ow.u,a..uwwv•n.ao-oraw�o�•��•�. Rellnquish 9y. Date: T�me: R�./dwek R�l�w,N.�y Iiit b0Y16Aon,P�lYNTip A.fp.ell(dw�u.ye} �.aw�me a RMSS.nm aora��ua;�w�arw.e�me:�wo-wn�ee ReCelved By. DaEe. �I Tlme:�� ity, of Zephyrhills 5335 8th st Zephyrhills, FL. 33542 UtilitiesDepartment WATER MAIN/ SERVICES TEL:813-780-0028,FAX:813-�saooz5 PRESSURE/ LEAKAGE TEST Project: Sth ave alleyway,8"water main extension Location: 5th ave alleyway between 7th st.and 8th st. W.O.#: n/a Date: June 15,2012 Crew Supervisor Bruce Sellars Start Time: 9:25am Start Pressure: 150 psi End Time: 12:15pm End Pressure: 149 psi Total Test Time: 3 hrs Average Pressure: 149.5 psi Pipe Material: PVC/HDPE Type of joints: M1/Bell&Spiqot ALLOWABLE LEAKAGE/AWWA C f00-39 L= FtND(P}1/2 x 128 133200 Section 1 Section 2 Section 3 Tota! N = Length af Pipe(Linear Feet) N: 0= piameter af pipe(Inches) D: P= Average test pressure(psi) P: H = Length of test (Hours) H L= Aikowable leak(Ounces/Hr.; L: Total Aliowable leak(Ounc�s) Amount of water used to maintain test pressure: n/a Gals. n/a Ozs. TEST RESULTS: � Passed ❑ �ailed Remarks: after filling line with line pressure(50psi),added compressed afr to pressurize to 150psi Approved by: Bruce Sellars,foreman inspector Engineer O�erations Supervisor ,--------------------------------------------------------� DRINKtWG WATE�c MlCROBIAL SAiiAAPLE CO�.i.ECTIQN 8 iABORATORY REPORTING FORMAT ':�:r,t: Fno)ea�•� Pta�.Proje,t��y�H•.rH ❑Q80t 5oulhp�oin!Pl�wf�.•JadcsonvAle.FL 3Z218•904.989-0350•Fax 904.903.8354•E02674 O Q815 3W Ard�sr Rosd•Dalnenib,Fl 82EQ8•36'1.377.2948•Fax 352.386.B�i9•Eit001 � ; �10200 USA Todey Wry•Mtamer�FL 3.'1�2b•954.889.22BB•Fax B64.a89Z28'1•E6�S � � 96f0 Prinoees Paitr Ave.•Yampa,FL 39d19•813.630.9818•Fex 813.E30.t327•8846l8 ; ; �528 S.NoRh U�ae 81vd.,Sle.1Q16•ARert�oMS Splrp�,FL 3Y701•10T.937.1b94•E6S076 ' ' �----------•----------°----------------------------�----' �d��nced �b�aa.ro a r��r,a: � L ' <�` � Analysfs Qat�6 Ti71Y:�� . l� � � � �r��"�,.J �nv�fo�m��tal �a��ra�flr�e�, �n�. ��,� o��, �, o� a, or.i�,r.a.rn o.ncbd 0 ` � ..�p rnie s.mple do�s not msst a�:toYowlrp requNemsnh_ Report Number. � Sub-Contrad Lab ID: �fysls R�qu�at�d:(check all thet app(y) Total Colitortn'E.co!! OTotal ColitortNFecal ❑Enteraoocd ❑Cdiphage ❑HPC ❑Otlter. Public Watsr Sf►sbem(P'WS)Nama:�C� ��Y��L'S PWS I.D. �� pws Aaaress:��Z �r• ti � S P1NS or wW3 a�'s hone#: '�� Fex# 0 . ...��, Cou�ctor.�� J�I�1�L�L Collecoors Ptwne �+71�"Jr�CX'3' T ot Supply:(chedc only one) c.mmurrcy water syso�m ❑Non-Transient Idor�-communriy ws�r system OTtanalent Non-communily Water 3ystem Limited L�e Sys�em 06ottied Waber OPrivate WNI [7S1Mmmtag Pod OOlher. ior Sainpllnp:(check ail that aPP�Y) bfeMbutlon Ro:itine ❑DleWbudon Repeat �Raw(lriggered or assessmeCrt) ❑Raw(Mppe�ed or a�eesmer�t)ad�tlonel �Well Suwey � Cieare'noe �Repla (a�j ch°��`,�`�of eernpie being►bptaoed) OBdi Weti�r Notice ❑Other. SampN Coli�ctlton Dab: ^ !��oti Dc�r:�o�oo�s Etrsrbw ot�5.wNSae aela��o �:�< .�'°'��"�...'"� , fs: i i� b, a• :�',:a1�' � �� y Malysl�MeM�od(s�'��1 �Z.Z.(�!� �#� (L�on�eps�Mei4ddrees) � TYPe'8 Reeldu9l � �. Nqg�- tppl E�'�,�a, 0� �� (m�lL-) Cbdifom� Coliform � s QueYllfsi'� �, �..'3 � ;�� .s- � �.��-.::�� t'k�3� C? . ' k "�. , ; • r ; � n+►�r�N.a n.wa�ds b.aNa+auuon rounne�+�p�at . wkpMi.'. � loline brTot�d chlor�e(drala aie). �'. Unless olherwiee not8d,aN tests are prsformed�a000rdance wlth NEUI'C sfendards,and tFie reeuhs relebe only to the samples. �q�a1 A�yrap LNtr�od: 4oiorimgt►ic ❑Othir. Wte and t►ne PW3 noUlfed by lab oT pdkive re�ulfs: �A�PMOrminO df�i� t sh wfs of bNow): Date and tlme DEPlDOH�olMlad by Isb o!paltive rewlls: oertiHsd operrta'(�'�'"!�� .7��1 Dels RepoA IowoQ: Osuperriaea oy oer�led apa�slor(# ) �.` � O emaoy.a ny a ceronen� ❑�ioyea br oEP cr oof+ lab St es: ' ,'; ':-• • -JB.-- p ncnnorfrea repreeenmtnrs o�wpppsr ar watsr TIHe: �`� [r .. '. p:c. ti'L=`..l'.1 � .:�;' • • ..t i�i:�.f_F.f•. ::'.. '4 , DEP •�` /DOH USE ONLY �'�ry� c� ��'(d�2u.� �p�s�" � .. o�� o��.t s•�..�q�, �33� $�� o�t$.�►��«, � D86e Reviswsd bY DEP/DOH: Z�PN�t��..t�5,�Z� 335�� ,��: � �.�,9»..�a.aw�e...on.�n�m.....e..d.a�wooa....:o-or.a,.ad.ar.,�r.�..t Refinquish By: flat+a • ��Time: :.Re'fMCMrf.R.W+t N a�.�PbCf b DMlWle�t P.PM T�P.6.C�tlr(d�r��oe)• f' r��'L +� wF.a�a�ar:r�.�s�eaecaw^�;�r�an�uo�acrnc�►wa�ae ReOBfved By. DBtE:L�(�Tlme: �J C� ! � , o,.��..,...M..�, PW.�!M P1eM�A�+�YYMeth fdF RihlQ-tlD.D6U 1 onror.�or m.�.+ra��a�%w�.«n+v rowwe�w b.nsra�p�am oe��a.�..e.pw r�r.H n.w.p. �--------------------------------------------------------� DRIN14AfG WATER MICROBiAL 8A�lP�.E COLLECTIO'rl , d�LABORATORY REPORTlNG FORMQ7 � �.-r:,� ��;�;:•:��.-c,r Pt�-'rro��:t:.t+�:y=•�e ; �6�01 Soutff�olnt PkwY.•.mckaolwNle.FL 32218•904.303.99b0�Fax 904.383.8964•�374 � � ❑eStS SW Art�r Rasd•C,�b�esvlAe�Fl 3�08�3b2.37T2349•Faz 362.895.Q839•EAZOM � � 0 10Q00 U9A Today Way•Mkarrur.F1.3302b•951.889.2Z8B•Fau 964.889.2281•El�58S ; � 0810 Pdnc�ss Pafm Ave.•Tempa.FL 39619•813.63Q.�846•F�c 813.69�.4327•Ed160! ; ,�q ; 528 S.NoM tak�Blvd.,S`te.1018�AMamonts 3pritgs.Fi.92701•407.937.1584•E3s078 � _ •''^� , �-----�------�------------ -------------` , �.. . ��9�i�C�r1i ��w�a-rm�s: !� � R � s �a�ari�s �nc. ��.:� �Q � �� .�. � �� S �A�►iro�m,� ai �� , �.�,.�� o��,,� �.� �� o� �-r .�-.� n,�.s.mpls ao..no�m.d nb wrowrq rovuhe�+ts: Report Num . Suk�Contract Lab 1D: Rsqussbd:(check all ihat ePP�Y) Tdtal ColiForrNE.� �Tofal ColiformJFecal ❑Er�taroc�oci ❑CollphaQe ❑HPC ❑Other. PublicllVaMr8ys�sm{PYVS}Nams:,,��.� �L-��1�1.2,�� -- PV11Sl.D. �� PWS Address• �� D�Y�T�� f'WS or PWS ?s PFwne#: � " Fax#:�G�� '�'-.._l�:C1S Coflaetor: � .�NAJi=� _ CollecEofs Phone �� . `rJ � T ot 8upply:(cheCk ddyy oney munily WsEer�ystem ❑Non-Transient Non�ammu�n,yWa�er Syatem �Translent Non-community Water System . itea uee syecem OBolnea wetsr ❑Wlvate weN Dswtrriming Poo1 ❑ar,ar: tE�son tpr s.mpnn0:(check a��thac er�r) �p�butlon Routine ODfsM,bufion Rep�d ❑Rew(triggered or aosessrneM) ORaw(tti99ered or essessment)addidonel ❑Well 5urvsy Cfeelrance ❑Replace t(elso chac:k of sempie bsing replecad) ❑Boit Water+Notice ❑Olher. S�m�le��ofbr.ilon Oats• "� oc►�e:raaora �o��s.Re�..d oawv+o ^.�'�"i�`': "wl�.��"�:4=� ne'`M" i i !i ."r�'..:".'+S�ffi'.m�,"*.�.`+►�','�'i^« �x`�C; _ •i.x*:• ,,. _ .�� a.in- -��/�naiY+�n�an,oa(s)' ;�'��,,'�t'�C,Z'L,�'� SamP� {L.ccatlon a 3�P�I �) �� 1YPB' R�eMual PH Nork TaP1 Fs6srcoocG,a � �la � (m9R) ', Cotllenn Cdlfortn �. �uaAAir � ~� i��'' �3=�a � �. .� ,� v�� c:��. � .� � .� � •i 1 � I ( .I 4 .�1r*i�pp cjf . �k.rli ud�ipr d1litAbutlon�routlno 3 reP�t G? . iairij�Ms. �orine'orTOtal chlorine(drele ohe}. O I Ur�ees otherwfae noted,ell tpsbs are prefonnecJ in acoordanoe wlth N�LAC sta�dards,and Itie r�ults relate only m fhe asmples. D I�t 1�Idw!AtiNyais M�thod: DPD'Coloitlrief�ie [�Olhqr: C�Ee and UrqBr P4VS notlfled by fab of poeitlw reeuMa: P��Aqrminp olsi. nt ��; on�of hdow): Dabe snd ffine DEPlbOH nWHHd by leb�of poddve rssuke: �''A tz�lfllf4d t�P4�.(� �:��') Dabe Repart ledusd: �78u�SrrMptl bY cert�d q�rstor(M- .: , _ � ) � ❑�in�loyed bYe�rt�d�ep"T�Employad by DEP or DOH ��ro: �� '�— ❑NuthoAasd roprasenmtive oi su�bt af waEer TNIe: . � :�� . '�•S'':'f`.•'•'�c' ., `�y��.'• . .._)D'' . Q_ �':�O•-T( �1::".' .r,� P.,r DEP/DOH USE ONLY ❑Sitll�.7bOry .�r T � C, � •�C� .�'��-5 ❑.anc«►�pl.oe.cor.affon�Ma�naHor, � ..C}1ieP�t Samp�dlieq�frotl .�–J 3�_� �'��'j. ��s.�o�es r�ewwea Dete RaMiswed by DFP/DOH: ��,�v�?�5.. �L 3�� o��.��: ��a,�.a�si.00�!er..r�..�r.�.e.� e�p.yr.me....:c-owe�enw+�•��'. Ralinqulsh By: � �GV Date:��t�"��Time; ;.q�IMIC1�yL R�Rii.N.E 4 Pd4 d GY1r4fir4 P.PI/d 714,8.lpdd AMN1M.��. . U�� ►�.�:�o:�rtr.m�e�aewra;�oou'c:�e.ase+r Reoeived By: Date• 1 Time: �Cl Y�' Pu...a�er wrow., 4��.+ti +�4+w�M�t�1m'.sa.xn.iYer,� Cw�Y�1or4.�nui`9 noN�'si'�i rva�cp�r�u4ri�Miu t'.rMrO OeP��Y b rn01�Y UOD.Do Ie1M��wv er pwil�pY�N T�we.rM Jacqueline Boges _ From: CJ Funneil Sent: Wednesday, October 31, 2012 8:41 AM To: David Henderson Cc: Jacqueline Boges Subject: RE: question about our permit Jackie, It is my understanding that the water line, installed by the water department, behind 5310 8`h St. is complete. This water line has been tested and put into service. If there is anything further that the water department needs to do feel free to contact me. CJ. ' `C �1 � � v f - - - - - From: David Henderson Sent: Tuesday, October 30, 2012 2:48 PM To: CJ Funnell Cc: Jacqueline Boges Subject: FW: question about our permit Importance: High CJ ... please respond to Jackie. I don't know what part we are waiting for or what the status is on this. Dave H. From: Jacqueline Boges Sent: Tuesday, October 30, 2012 10:55 AM To: David Henderson Subject: FW: question about our permit Importance: High Still waiting on this answer also Mr. Henderson. Jackie Boges (ext 3513) What Greater love can a man give...... From: Jacqueline Boges Sent: Monday, October 22, 2012 8:44 AM To: David Henderson Subject: question about our permit Hey Dave on the address 5310 8th St. The fire department could not inspect fire sprinkler because your department were waiting on a part. Has the situation been taking care of? Jackie Boges (ext 3513) What Greater love can a man give...... 1 Jacqueline Boges � From: Keith Williams Sent: Wednesday, February 08, 2012 9:14 AM To: Jacqueline Boges Subject: RE: need update on status of permits � Jackie, The System inspection was completed for 5310 8th Street back on 9/30/2011. However,the underground has not been completed by the City, it is in the hands of the Utility Dept and the Engineer. So I really don't know how to handle that one, maybe we should extend the permit since the City is the hold-up to complete the job. 5727 6th Street was completed and inspected back in early November, I can get the date if we need it. Keith Keith A.Williams � j � � �I�� , r��. �� i� � Fire Chief, EFO, CFO, CMO, MlFireE � Zephyrhills Fire Rescue �� r� 6907 Dairy Road � ? �� Zephyrhills, Florida 33542 `"- 813-780-0041 813-780-0044 fax Email: kwilliams(a�fire.zeqhvrhills.fl.us From: Jacqueline Boges Sent: Wednesday, February 08, 2012 9:08 AM To: Keith Williams Subject: need update on status of permits Greetings Chief Williams, I am in need of update on a couple of permits that are about to expire in our file. Do you by chance know if inspections were done? 5310 8`h street- Fire sprinkler installation contractor cox fire—exp 2/11 5727 6`h street-repipe fire suppression done by security fire equipment-expire 2/20 Thank you Chief. Jackie Boges Code Support Specialist ext. 3513 i Jacqueline Boges To: Keith Williams Subject: update on 5310 8th Street Chief may I get update for permit#12243-5310 8th Street do you know if the city has finished their share on this pres;QCt? Or who would I get in touch with about this job. Permit has expired. Jackie Boges Code Support Specialist ext. 3513 i ��C6��'(�I�1��.� �IRE 1��',f�t��'�E1�`�` fi907 Dairy Road, Zephyrhilis, F�L 33542 +-ne t,��ct Ke�ih INiliidrns Bus (8'i3)'1g0-0�1�1 Fax (813}7�0.�(�� FIRE SERVICE USER FEES Occupancy No.: _ /'� � Plan No.: /— b ` Contractor. ��X ��i Busmess Name ��'' 'r��3e'..��r� Billing Address �S/l� �f,�.s�„�,r,�.� ` Business Address _ .��/v �i��'5'J '/ .:t��r a... �,� �..5�:;�� 7 Business Phone No Billing Phone No.: _ `�'�° ��e1— f � , Busmess Fax No Billing Fax No.. Contact Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE 8 S�te Plan N!C Annual N/C Sprinkler � t st Alarm NIC Muhi-FamdylCommc�aal 06 sf 1st Re-inspection N/C Standpipes $50 2nd Alarm N/C (Mmimum Charge 525 00 2nd Re-irtspection a100 Fire Pump S50 3rd Alarm N/C � Plan Revisions DBL 3rd Re-inspection a250 Hoods $SO 4th Alarm g10Q 4th Re-Inspection $500 Fire Alarm SSO 5th Alarm 5150 SPRINKLER SYSTEMS (Busmess closed until LP Gas $50 6th Alarm b200 ,0-25 Heads a50 v�olations corrected) Natural Gas as� NON COMPUANCE $1 SO 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- ��k 550 STANDPIPE SYSTEM Hydro Undergrounds � Sparklers $�pp � � D Per Riser S50 Hydrostatic Test 5 i syscem Fire Works $500 FIRE PUMP Accepta�ce Test ��5ys��m Camp Fire 325 �Per Pump $100 Hydrant Flow 575 Controlled Burn $100 FIRE ALARM SYSTEM Hood/Duct $5p 0-2S Dewces $50 FIRE ALARM SYSTEM Place of Assembly $50 Annual 26 plus Uevices $100 System Acceptance S50 Fire Protection $2$ SUPPRESSION SYSTEMS Recall AcceptanCe �50 Flammable Application $50 Annual Wet S50 OTHER Wasfe Tire Store e 9 SSO n��„ai Dry g50 Fve WalllSmoke Wall $15 �rwan Generator<KW $1pp CO2 a50 LP Gas $25 per tank Generator>30 KW 150 Other a50 Natural Gas $25 ��sysc�m 8io-Hazard Waste �100 A�nual KI7f,HEN EXHAUST Fumigation Tenting $50 � HoodlDucts $50 Tent 10'x10'a greater $15 ��ee�t Torch PotlApphed $50 OTHER Fire Pump 545 Haz Materials $100 Annual LP Inslallalion pr,r tank S50 Fire Suppression S30 Fuel Tank Installalion $5p System Acceptance ❑ (Per �ank) $50 8 Exhaust Hood/Duct $30 Natural Gas Inslallahon $50 Re-mspection DBL (Per System) (otherthanannual) � Spray Boolh $50 � Inspection scheduled DBL 8 and cancelled less than 24 hours Construction Insp N/C Emergency Vehicle Ac� $50 FALSE ALARM PLANS TOTAL� 7��;� INSPECTION TOTAL�� PERMIT TOTAL�JL?I TOTALI I GRAND TOTAL �`�� 1 Comments Date �� Z ir �� 1 rk, !I — ~ � tnsR��ctor 'rv � f�r �'�'� CO� FIR.E PROTECTION, INC. LETTEROFTRANSMITTAL 79�o Professional Place Date: 813/zoii Ref: Tampa, Florida 33637 Attention: Phone: 8i3/z47-4777 ext:ioo Re: S&K Pro erties FAX: 8�3198o-o63i To:City of Zephyrhills For Fax Use No.of Pages: Facsimile No.: WE ARE SENDING YOU ❑X Attached �Under separate cover via the following items: �Shop Drawings �RFI �Change Request � �Product Data �Proposal �Prints ��opy of Letter COPIES DATE NO. DESCRIPTION 5 $/312Oii i Si ned and Sealed Drawin s 3 813/zO1 z Si ned and Sealed Calculations � 8I3I2�� 3 Submittal Data NOTE: Thank you. THESE ARE TRANSMITTED as checked below: ❑X For your use �As requested �Approved as noted �Resubmit copies for approval �For approval �Approved as submitte Returned for corrections � �For pricing due by: Remarks: Copies: Signed: Candy Moreland Administrative Assistant S & K Properties Drawing Date: 8/ 2/11 21: 4 HYDRAULIC DESIGN INFORMATION SHEET Job Name: S & K Properties First Floor Location: 5310 8th Street Zephyrhills, FL Drawing Date: Remote Area Number: 1 Contractor: Cox Fire Protection Telephone:813 980 3282 7910 Professional Place Tampa, FL Designer: FPG Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Combustible Occupancy:Mixed Use Reviewing Authorities:Local SYSTEM DESIGN Code:NFPA 13 Hazard:Ordinary II System Type:WET Area of Sprinkler Oper. 900 sq ft� Sprinkler or Nozzle Density (gpm/sq ft) 0.200 � Make: TYCO Area per Sprinkler 110. 0 sq ft � Model: TY FRB Hose Allowance Inside 0 gpm � K-Factor: 5.60 Hose Allowance Outside 250 gpm I Temperature Rating: 155 CALCULATION SUMMARY 12 Flowing Outlets gpm Required: 530 .3 psi Required: 46 .5 @ Source WATER SUPPLY Water Flow Test � Pump Data I Date of Test 07.20.11 � Rated Capacity 0 gpm � Static Pressure 62. 0 psi I Rated Pressure 0.0 psi � Residual Pres 10. 0 psi � Elevation p I At a Flow of 1800 gpm I Make: I Elevation 0" � Model: I Location: City Connection Source of Information: ZHFD SYSTEM VOLUME 36 Gallons Notes: JAi1NES M. �URTIS #379 2 3 -7 1�352-588- y5 / u � 29775 BAYhIEAD RD. DADE CITY, FL 33523 S & K Properties Drawing Date: 8/ 2/11 21: 4 ' ' HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W/TOR lst Flr Required at Hyd Area 1 280 35.5 psi 1 2-1/2" Grvd 90 E11 6 ' 120 2 .469 280 1.5 1 Pipe 2-1/2" 1Ox21 CSC 10 ' 120 2 .635 280 1.9 1 2-1/2" Fingd Back Flow Valve Ames CHART LOSS 280 2 .1 Elevation Change 10 '10" 4 .7 Hydr Ref BOR Required at Base of Riser 280 45.7 psi 1 Pipe 4" DIx18 Class 350 10' 140 4.300 280 0.1 1 Pipe 4" PVx20 DR 14 25 ' 150 4 .457 280 0.2 2 4" MJ 90 E11 12 ' 120 4 .026 280 0.3 1 4�� Fingd Gate Valve CSC "722U" 2 ' 120 4. 026 280 0.0 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref SRC Required at Source 530 46 .5 psi water Source 62.0 psi static, 10. 0 psi residual @ 1800 gpm 530 gpm 56 .6 psi SAFETY PRESSURE 10.1 psi Available Pressure of 56.6 psi Exceeds Required Pressure of 46.5 psi This is a safety margin of 10.1 psi or 18 a of Supply Maximum Water Velocity is 21.4 fps S & K Properties Drawing Date: 8/ 2/11 21: 4 Page 3 -----�----=--------------------------------------------------------------------- FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) �1. 85 / ID�4 .87 Pv Velocity pressure (psi) where Pv = 0. 001123 x Q�2/ID�4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi . Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations S & K Properties Drawing Date: 8/ 2/11 21: 4 Page 4 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI��) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 1 10. 83 15.3 1S 8 .67 5.60 15.6 22 .1 22 .0 0 .20 2 10.83 15.3 2S 8 .67 5 .60 15.6 22 .1 22 .0 0.20 3 10 .83 15.1 3S 8.67 5.60 15.4 22 .0 22 .0 0.20 4 10.83 15. 7 4S 8.67 5.60 16.0 22 .4 22 .0 0.20 5 10. 83 16.2 5S 8 .67 5.60 16.5 22 .7 22 .0 0.21 6 10.83 18 .3 6S 8 .67 5.60 18 .5 24 .1 22 .0 0.22 7 10.83 21. 7 7S 8 .67 5.60 21.8 26 .1 22 . 0 0 .24 8 10.83 15. 8 SS 8 .67 5.60 16. 1 22 .5 22 .0 0.20 9 10. 83 16 .4 9S 8 .67 5.60 16.6 22 .8 22 .0 0.21 10 10.83 17.2 105 8 .67 5.60 17.4 23 .4 22 . 0 0.21 11 10.83 18.5 11S 8 .67 5.60 18 .6 24 .2 22 .0 0.22 12 10.83 21.3 12S 8 .67 5.60 21.4 25.9 22 . 0 0.24 30 10.83 23 . 0 31 10.83 19.5 32 10.83 1�,� 33 10.83 16 .7 34 10.83 16 .5 35 10.83 16.4 36 10.83 16.3 37 10.83 16.2 38 10.83 16. 9 39 10.83 1�,2 40 10. 83 17.5 41 10 .83 1g,2 42 10.83 19.5 43 10.83 22 ,5 44 10. 83 25.4 A1 10.83 29,5 A2 10.83 30.2 W 10.83 35.5 Max velocity of 21.43 occurs in the pipe from 44 TO 43 Nodes with '�S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. S & K Properties Drawing Date: 8/ 2/11 21: 4 Tyco Fire Products Page 5 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) -------------------------------------------------------------------------------- 22 . 00 1. 049 lE 2 .17 15.4 15.4 K = 5.60 3S C=120 2 . 00 -0.9 0 .0 22. 00 0.155 4 .17 0.6 15.4 Vel = 8 .25 -------------------------------------------------------------------------------- 1. 049 1T 3 .96 15 .1 15.1 EqK = 5.65 3 C=120 5 . 00 0.0 0.0 22 . 00 0. 155 8 .96 1.4 15.1 Vel = 8 .25 -------------------------------------------------------------------------------- 28.24 1.610 2 .33 16 .5 16 .5 34 C=120 0. 00 0.0 0.0 See PATH 3 50.24 0. 089 2 .33 0.2 16 .5 Vel = 8 .00 -------------------------------------------------------------------------------- 22 .41 1.610 5.46 16.7 16 .7 33 C=120 0.00 0.0 0.0 See PATH 4 72 .66 0. 176 5.46 1.0 16.7 Vel = 11.56 -------------------------------------------------------------------------------- 22.74 1.610 6 .08 17.7 17.7 32 C=120 0.00 0.0 0.0 See PATH 6 95.40 0.291 6.08 1. 8 17 .7 Vel = 15.18 -------------------------------------------------------------------------------- 24 . 10 1.610 8 . 00 19.5 19.5 31 C=120 0. 00 0.0 0 .0 See PATH 9 119.50 0.441 8.00 3 .5 19.5 Vel = 19.02 -------------------------------------------------------------------------------- 26. 12 2. 067 1T 24 .46 23 .0 23 .0 30 C=120 10.00 0.0 0.0 See PATH 12 145.62 0.188 34 .46 6.5 23 . 0 Vel = 14 .06 -------------------------------------------------------------------------------- 2 .635 12 .50 29.5 29.5 A1 C=120 0.00 0.0 0. 0 145.62 0. 058 12 .50 0.7 29.5 Vel = 8 .65 -------------------------------------------------------------------------------- 134 .64 2. 635 lE 21.42 30.2 30.2 A2 C=120 6 . 00 0.0 0. 0 See PATH 2 280.26 0. 194 27.42 5.3 30.2 Vel = 16 .65 -------------------------------------------------------------------------------- W 280.26 35.5 K = 47 . 02 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) S & K Properties Drawing Date: 8/ 2/11 21: 4 Tyco Fire Products Page 6 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PATH 2 FROM HYDRAULIC REFERENCE 1 TO A2 -------------------------------------------------------------------------------- 22 .09 1. 049 lE 2 .17 15.6 15.6 K = 5 .60 1S C=120 2 .00 -0.9 0.0 22. 09 0.156 4 .17 0.6 15.6 Vel = 8.28 1. 049 1T 1.17 15.3 15.3 EqK = 5 .65 1 C=120 5.00 0.0 0.0 22. 09 0.156 6 .17 1.0 15.3 Vel = 8 .28 -------------------------------------------------------------------------------- -6.13 1.380 2E 22 .50 16 .2 16 .2 37 C=120 6 .00 0. 0 0.0 See PATH 13 15. 96 0.023 28 .50 0.6 16 .2 Vel = 3 .46 -------------------------------------------------------------------------------- 22 .45 1.380 2 .67 16.9 16.9 38 C=120 0. 00 0.0 0.0 See PATH 5 38.41 0. 114 2 .67 0.3 16 .9 Vel = 8 .32 -------------------------------------------------------------------------------- 1.610 5.33 17.2 17.2 39 C=120 0.00 0.0 0.0 38.41 0. 054 5.33 0.3 17 .2 Vel = 6 .11 -------------------------------------------------------------------------------- 22 . 82 1.610 5.67 17 .5 17.5 40 C=120 0. 00 0.0 0. 0 See PATH 7 61.23 0.128 5 .67 0.7 17.5 Vel = 9.74 -------------------------------------------------------------------------------- 23 .36 1.610 5 .63 18 .2 18 .2 41 C=120 0 . 00 0.0 0. 0 See PATH 8 84 .59 0.233 5 .63 1.3 18 .2 Vel = 13 .46 -------------------------------------------------------------------------------- 24 .17 1.610 8.00 19 .5 19.5 42 C=120 0.00 0.0 0.0 See PATH 10 108 .76 0.371 8 .00 3 .0 19.5 Vel = 17 .31 -------------------------------------------------------------------------------- 25.88 1.610 5 .38 22 .5 22 .5 43 C=120 0.00 0. 0 0.0 See PATH 11 134 .64 0.550 5 .38 3 .0 22 .5 Vel = 21.43 -------------------------------------------------------------------------------- 2 . 067 1T 19.33 25.4 25.4 44 C=120 10. 00 0.0 0.0 134 .64 0.163 29.33 4 .8 25.4 Vel = 13 .00 -------------------------------------------------------------------------------- UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) S & K Properties Drawing Date: 8/ 2/11 21: 4 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn A2 134 .64 30.2 K = 24 .50 PATH 3 FROM HYDRAULIC REFERENCE 2 TO 34 -------------------------------------------------------------------------------- 22.11 1. 049 lE 2 .17 15.6 15.6 K = 5.60 2S C=120 2 .00 -0.9 0. 0 22 . 11 0.157 4 .17 0.7 15 .6 Vel = 8 .29 -------------------------------------------------------------------------------- 1. 049 1T 1.17 15.3 15.3 EqK = 5 .65 2 C=120 5.00 0.0 0. 0 22 . 11 0. 157 6 .17 1.0 15 .3 Vel = 8.29 -------------------------------------------------------------------------------- 6.13 1.380 2 .67 16 .3 16.3 36 C=120 0 .00 0 .0 0. 0 See PATH 13 28.24 0.065 2 .67 0.2 16 .3 Vel = 6 .12 -------------------------------------------------------------------------------- 1.610 3 .00 16.4 16 .4 35 C=120 0.00 0. 0 0. 0 28.24 0. 031 3 . 00 0.1 16.4 Vel = 4 .49 -------------------------------------------------------------------------------- 34 28.24 16 .5 K = 6 .95 PATH 4 FROM HYDRAULIC REFERENCE 4 TO 33 -------------------------------------------------------------------------------- 22 .41 1.049 lE 2 .17 16.0 16.0 K = 5.60 4S C=120 2 .00 -0.9 0.0 22.41 0.161 4 .17 0.7 16 . 0 Vel = 8.40 ------------------------------------------------------------------------------ 1. 049 1T 1.17 15.7 15.7 EqK = 5.65 4 C=120 5. 00 0.0 0.0 22 .41 0.161 6.17 1.0 15.7 Vel = 8 .40 ---------------------------------------------------------------------------- 33 22 .41 16 .7 K = 5 .48 PATH 5 FROM HYDRAULIC REFERENCE 8 TO 38 ---------------------------------------------------------------------------- 22 .45 1.049 lE 2 .17 16 .1 16.1 K = 5.60 8S C=120 2 .00 -0.9 0. 0 22.45 0.161 4 .17 0.7 16.1 Vel = 8 .42 ---------------------------------------------------------------------------- UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) S & K Properties Drawing Date: 8/ 2/11 21: 4 Tyco Fire Products Page 8 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- HYD. Qa DIA. FITTING PIPE Pt Pt REF ��C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 8 TO 38 CONTINUED -------------------------------------------------------------------------------- 1. 049 1T 1.67 15.8 15.8 EqK = 5.65 8 C=120 5 . 00 0.0 0.0 22.45 0.161 6 .67 1.1 15.8 Vel = 8.42 -------------------------------------------------------------------------------- 38 22 .45 16 .9 K = 5.46 PATH 6 FROM HYDRAULIC REFERENCE 5 TO 32 -------------------------------------------------------------------------------- 22.74 1. 049 lE 2 .17 16 .5 16 .5 K = 5 .60 5S C=120 2 .00 -0.9 0. 0 22 . 74 0.165 4 .17 0.7 16 .5 Vel = 8 .53 -------------------------------------------------------------------------------- 1.049 1T 3 .83 16 .2 16 .2 EqK = 5.64 5 C=120 5.00 0.0 0.0 22.74 0. 165 8 .83 1.5 16.2 Vel = 8 .53 -------------------------------------------------------------------------------- 32 22 . 74 17.7 K = 5 .41 PATH 7 FROM HYDRAULIC REFERENCE 9 TO 40 -------------------------------------------------------------------------- 22.82 1. 049 lE 2.17 16 .6 16 .6 K = 5.60 9S C=120 2 .00 -0.9 0.0 22 .82 0. 166 4 .17 0.7 16.6 Vel = 8 .56 ------------------------------------------------------------------------ 1. 049 1T 1.67 16 .4 16 .4 EqK = 5.64 9 C=120 5. 00 0. 0 0.0 22 .82 0.166 6.67 1.1 16 .4 Vel = 8 .56 ----------------------------------------------------------------------- 40 22 . 82 17.5 K = 5.46 PATH 8 FROM HYDRAULIC REFERENCE 10 TO 41 --------------------------------------------------------------------- 23 .36 1. 049 lE 2 .17 17.4 17 .4 K = 5.60 lOS C=120 2.00 -0.9 0.0 23 .36 0.173 4 .17 0.7 17.4 Vel = 8 .76 -------------------------------------------------------------------- UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) S & K Properties Drawing Date: 8/ 2/11 21: 4 Tyco Fire Products Page 9 ------- HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTT7G'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 8 FROM HYDRAULIC REFERENCE 10 TO 41 CONTINUED -------------------------------------------------------------------------------- 1. 049 1T 0.83 17 .2 17.2 EqK = 5 .64 10 C=120 5.00 0.0 0. 0 23 .36 0.173 5 .83 1.0 17 .2 Vel = 8.76 -------------------------------------------------------------------------------- 41 23 .36 18 .2 K = 5.48 PATH 9 FROM HYDRAULIC REFERENCE 6 TO 31 -------------------------------------------------------------------------------- 24 . 10 1.049 lE 2 .17 18.5 18 .5 K = 5.60 6S C=120 2 . 00 -0.9 0.0 24 .10 0.184 4 .17 0.8 18 .5 Vel = 9. 03 --------------------------------------------------------------------- 1. 049 1T 1.08 18 .3 18 .3 EqK = 5.63 6 C=120 5.00 0.0 0.0 24.10 0.184 6 .08 1.1 18 .3 Vel = 9.03 ---------------------------------------------------------------- 31 24 .10 19.5 K = 5.46 PATH 10 FROM HYDRAULIC REFERENCE 11 TO 42 ------------------------------------------------------------- 24 .17 1. 049 lE 2 .17 18 .6 18.6 K = 5 .60 11S C=120 2 .00 -0.9 0. 0 24 . 17 0. 185 4 .17 0.8 18 .6 Vel = 9. 06 ------------------------------------------------------------ 1. 049 1T 0.67 18 .5 18.5 EqK = 5 .63 11 C=120 5 .00 0.0 0. 0 24 . 17 0.185 5.67 1.0 18 .5 Vel = 9.06 ---------------------------------------------------------- 42 24 . 17 19.5 K = 5.47 PATH 11 FROM HYDRAULIC REFERENCE 12 TO 43 ---------------------------------------------------------- 25.88 1. 049 lE 2 .17 21.4 21.4 K = 5.60 12S C=120 2 .00 -0.9 0.0 25. 88 0.210 4 .17 0.9 21 .4 Vel = 9.70 -------------------------------------------------------- UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) S & K Properties Drawing Date: 8/ 2/11 21: 4 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 11 FROM HYDRAULIC REFERENCE 12 TO 43 CONTINUED -------------------------------------------------------------------------------- 1.049 1T 0.67 21.3 21.3 EqK = 5.61 12 C=120 5.00 0.0 0.0 25.88 0.210 5.67 1.2 21.3 Vel = 9.70 -------------------------------------------------------------------------------- 43 25.88 22 .5 K = 5.46 PATH 12 FROM HYDRAULIC REFERENCE 7 TO 30 -------------------------------------------------------------------------------- 26 .12 1. 049 lE 2 .17 21.8 21.8 K = 5 .60 7S C=120 2 .00 -0.9 0. 0 26.12 0.213 4 .17 0 .9 21.8 Vel = 9.79 ----------------------------------------------------------------------------- 1. 049 1T 1.08 21.7 21.7 EqK = 5 .61 � C=120 5.00 0 . 0 0.0 26.12 0.213 6 .08 1.3 21.7 Vel = 9.79 ------------------------------------------------------------------------ 30 26.12 23 . 0 K = 5.45 PATH 13 FROM HYDRAULIC REFERENCE 37 TO 36 ------------------------------------------------------------------- 6 . 13 1.380 8 . 00 16 .2 16 .2 37 C=12� 0.00 0. 0 0.0 See PATH 2 6. 13 0.004 8 .00 0. 0 16 .2 Vel = 1.33 ----------------------------------------------------------------- 36 6. 13 16 .3 K = 1.52 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • • o 0 0 N .-.000 �fA000 a � d � a 0 0 .,000 °p E `� a a� 3 0 � E '�n a arn 00 0 0 0 c � 3 �D ^L O � LL � � � � a � � a� 3 rn rn O- 000 0 � a N � 3 °' o x° � o � �u� Q. a�v� ��n � nrnrnaa a �noo � rn � a0 M � � (y � � �, fn O O N � N N � � d � 3 N a d •� N � O 2 >+ > NW d� >, >,N "O � acncncn = 0 0 _ � o .� .N a � anrn � 000 `' -° N O � � U � � � N C � � O N � O U �` a �' O a�+'� y � N U � �6 f0 � O f0 O �� o � 0 �n o a> � � �- � co � � � � o Q� � � t a. � L N p_ � >`O m � .O� � a � � � cn � N � N o p � (D � � M N O acn — . S & K Properties Drawing Date: 8/ 2/11 21:20 HYDRAULIC DESIGN INFORMATION SHEET Job Name: S & K Properties 2na Floor Location: 5310 8th Street Zephyrhills, FL Drawing Date: Remote Area Number: 2 Contractor: Cox Fire Protection Telephone:813 980 3282 7910 Professional Place Tampa, FL Designer: FPG Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Combustible Occupancy:Mixed Use Reviewing Authorities:Local SYSTEM DESIGN Code:NFPA 13R Hazard:RESIDENTIAL System Type:WET Area of Sprinkler Oper. 276 sq ft� Sprinkler or Nozzle Density (gpm/sq ft) .05 � Make: TYCO Area per Sprinkler 256. 0 sq ft� Model : LFII Hose Allowance Inside 0 gpm � K-Factor: 4 .40 Hose Allowance Outside 100 gpm � Temperature Rating: 155 CALCULATION SUNDNARY 2 Flowing Outlets gpm Required: 132 .8 psi Required: 46.9 @ SourCe WATER SUPPLY Water Flow Test � Pump Data Date of Test 07.20.11 � Rated Capacity p gpm i Static Pressure 62.0 psi � Rated Pressure 0. 0 psi � Residual Pres 10.0 psi � Elevation p I At a Flow of 1800 gpm � Make: I Elevation 0" � Model: I Location: City Connection Source of Information: ZHFD SYSTEM VOLUME 37 Gallons Notes: JA�� d. ��G� ��791� �,'��.�' e� r�,��,{S�.c��.�.. � � � �977� ��iY'�� F��D. DADE CiT"1�, �'L�3�� « S & K Properties Drawing Date: 8/ 2/11 21:20 " HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 33 30.9 psi 1 1-1/4�� Thrd 90 E11 CI 3 ' 120 1.380 33 0.4 1 Pipe 1-1/2'� 40x21 CSC 10' 120 1.610 33 0.4 Hydr Ref TOR Required at Node TOR 33 31.7 psi 1 Pipe 2-1/2" 1Ox21 CSC 10� 120 2.635 33 0.0 1 2-1/2�� Fingd Back Flow Valve Ames CHART LOSS 33 6 .1 Elevation Change 21'0" 9. 1 Hydr Ref BOR Required at Base of Riser 33 46.9 psi 1 Pipe 4�� DIx18 Class 350 10� 140 4.300 33 0.0 1 Pipe 4" PVx20 DR 14 25 ' 150 4 .457 33 0. 0 2 4" MJ 90 Ell 12 ' 120 4.026 33 0. 0 1 4" Fingd Gate Valve CSC '�722U" 2 � 120 4.026 33 0.0 Fixed Flow Outside Hose Allow. 100 gpm Hydr Ref SRC Required at Source 133 Water Source 62.0 psi static, 10. 0 psi residual @ 1800 gpm 133 gpm 61.6 psi SAFETY PRESSURE 14 7 psl Available Pressure of 61.6 psi Exceeds Required Pressure of 46. 9 psi This is a safety margin of 14 .7 psi or 24 % of Supply Maximum Water Velocity is 12.3 fps S & K Properties Drawing Date: 8/ 2/11 21:20 Page 3 -------------------------------------------------------- FITTING NAME TABLE ABBREV. NAME --------------- C Coupling E 90' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 � Flow Thru Tee `7 Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) - K x -\/P 4a Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe � Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) �1.85 / ID"4. 87 Pv Velocity pressure (psi) where Pv = 0. 001123 x Q�2/ID�4 Pn Normal pressure (psi) , where Pn - Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0. 1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations S & K Properties Drawing Date: 8/ 2/11 21:20 Page 4 _______________________________________________________ NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIML7M ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI��) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) _____________________________________________________ 20 8 .67 4 .40 13 .2 16 .0 16.0 0.05 21 8•67 4 .40 14.7 16.8 16.0 0.05 50 8.67 14.4 B1 8 .67 26.2 B2 8.67 30.2 W 8.67 30.9 Max velocity of 12.31 occurs in the pipe from B1 TO 21 S & K Properties Drawing Date: 8/ 2/11 21:20 Tyco Fire Products Page 5 _______________________________________________________ HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTTIG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 20 TO W (PRIMARY PATH) ------------------------------------------------------ 16.00 1.049 lE 11.21 13 .2 13 .2 K = 4 .40 20 C=120 2 .00 0.0 0.0 16. 00 0.086 13 .21 1.1 13 .2 Vel = 6 . 00 ------------------------------------------------------ 1.049 3 .42 14 .4 14 .4 50 C=120 0.00 0.0 0.0 16. 00 0. 086 3 .42 0.3 14 .4 Vel = 6.00 --------------------------------------------------- 16.84 1. 049 2E 21.54 14 .7 14 .7 K = 4 .40 21 C=120 2T 14 .00 0.0 0.0 32.84 0.326 35.54 11.6 14 .7 Vel = 12 .31 ------------------------------------------------- 1.380 lE 43 .36 26.2 26.2 B1 C=120 3 .00 0.0 0.0 - -_ -_-32.84 0. 086- -_ - 46.36 4 .0 26.2 Vel = 7.11 ----------------------------------------- 1.610 lE 12.14 30.2 30.2 Bz C=120 4 .00 0. 0 0.0 32 .84 0.040 16.14 0.7 30.2 Vel = 5.23 ---------------------------------------- W 32 .84 30.9 K = 5.91 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 0 0 0 N �000 V1000 C. N N L a 000 ° � � a � rn 3 0 � �� Q nrn 00 w o � � 3 � Q � o � � a � � � � a � � a� o °' °' � _ oo a Q ° o � � o v � = c0 � O LL arnrnn. n � � MM1� 0 Q" Q V, � � �-�- 0 � O O � 3 N N N � a� j _ yaa �3 � �,°_ _° >, > � i� >, TfOt3 �acncncnx 0 .N .N Q o nQrn � o � 000 � •°- �° o°oo a�i � N C � � N � �V a a ''' o � o y c� -g U � �+�. N 3 � �acw,oa� oivo �� o � N � N J N O � � LL �p (D O� N Q � L '- a �s a� Y �'O N o o .c � � M N � L � �cn �n N � � 0 � � � � o 0 O � M N O O � a-- av� _ S & K Properties Drawing Date: 8/ 2/11 21:21 HYDRAULIC DESIGN INFORMATION SHEET Job Name: S & K Properties 2ND Floor Proof Calc Location: 5310 8th Street Zephyrhills, FL Drawing Date: Remote Area Number: 3 Contractor: Cox Fire Protection Telephone:813 980 3282 7910 Professional Place Tampa, FL Designer: FPG Calculated By:SprinkCAD www.sprinkcad.com 451 N, Cannon Ave. Lansdale, PA 19446 Construction: Combustible Occupancy:Mixed Use Reviewing Authorities:Local SYSTEM DESIGN Code:NFPA 13R Hazard:RESIDENTIAL System Type:WET Area of Sprinkler Oper. 250 sq ft � Sprinkler or Nozzle Density (gpm/sq ft) .05 � Make: TYCO Area per Sprinkler 380. 0 sq ft� Model: LFII Hose Allowance Inside 0 gpm I K-Factor: 4 .40 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 1 Flowing Outlets gpm Required: 119 . 0 psi Required: 41.3 @ Source WATER SUPPLY Water Flow Test � Pump Data I Date of Test 07.20. 11 � Rated Capacity 0 gpm � Static Pressure 62 . 0 psi I Rated Pressure 0.0 psi I Residual Pres 10. 0 psi � Elevation 0 I At a Flow of 1800 gpm � Make: I Elevation 0" � Model: � Location: City Connection Source of Information: ZHFD SYSTEM VOLUME 37 Gallons Notes: � �� NI.CURTIS �3791� 3 -7 1'� �3�2�5�3f�-1 E� 29775 BAYHEAi� �i�. DADE CI�', �L 3352� S & K Properties Drawing Date: 8/ 2/11 21:21 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 19 26 . 0 psi 1 1-1/4" Thrd 90 E11 CI 3 ' 120 1.380 19 0.2 1 Pipe 1-1/2" 40x21 CSC 10 ' 120 1.610 19 0.1 Hydr Ref TOR/W 1ST FLR Required at Node TOR 19 26 .3 psi 1 Pipe 2-1/2" 1Ox21 CSC 10' 120 2 .635 19 0. 0 1 2-1/2" Fingd Back Flow Valve Ames CHART LOSS 19 5. 9 Elevation Change 21' 0" 9.1 Hydr Ref BOR Required at Base of Riser 19 41.3 psi 1 Pipe 4" DIx18 Class 350 10' 140 4 .300 19 0. 0 1 Pipe 4" PVx20 DR 14 25 ' 150 4 .457 19 0. 0 2 4" MJ 90 E11 12 ' 120 4 .026 19 0 .0 1 4" Fingd Gate Valve CSC "722U" 2 ' 120 4 . 026 19 0.0 Fixed Flow Outside Hose Allow. 100 gpm Hydr Ref SRC Required at Source 119 41.3 psi Water Source 62.0 psi static, 10. 0 psi residual @ 1800 gpm 119 gpm 61.7 psi SAFETY PRESSURE 20 3 psi Available Pressure of 61.7 psi Exceeds Required Pressure of 41.3 psi This is a safety margin of 20.3 psi or 33 °s of Supply Maximum Water Velocity is 7. 1 fps S & K Properties Drawing Date: 8/ 2/11 21:21 , Page 3 ----------------------------------------------------------------------- FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P 4a Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG�S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) �1.85 / ID�4 .87 Pv Velocity pressure (psi) where Pv = 0. 001123 x Q�2/ID�4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0. 01 psi. Pressures are listed to 0.1 psi . Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations S & K Properties Drawing Date: 8/ 2/11 21:21 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI��) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) ---------- 21 8 .67 20.2 22 8 .67 4 .40 18.6 19.0 19.0 0.05 50 8.67 19.7 B1 8 .67 24 .4 B2 8 .67 25. 8 W 8 .67 26 . 0 Max velocity of 7. 12 occurs in the pipe from 22 TO 50 S & K Properties Drawing Date: 8/ 2/11 21:21 Tyco Fire Products Page 5 ------------------------------------- HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 22 TO W (PRIMARY PATH) ----------------------------------------------------------------------------- 19. 00 1. 049 1T 4 .29 18 .6 18.6 K = 4 .40 22 C=120 5.00 0.0 0.0 19. 00 0.118 9.29 1.1 18 .6 Vel = 7 .12 ------------------------------------------------------------------- 1. 049 3 .42 19.7 19.7 50 C=120 0.00 0.0 0.0 19. 00 0.118 3 .42 0.4 19.7 Vel = 7.12 -------------------------------------------------------------- 1. 049 2E 21.54 20.2 20.2 21 C=120 2T 14 . 00 0. 0 0 .0 19. 00 0.118 35.54 4 .2 20.2 Vel = 7 .12 ------------------------------------------------------------- 1.380 lE 43 .36 24 .4 24 .4 B1 C=120 3 . 00 0.0 0.0 19. 00 0. 031 46.36 1.4 24 .4 Vel = 4 .12 -------------------------------------------------------- 1.610 lE 12 .14 25 .8 25 .8 B2 C=120 4 .00 0. 0 0.0 19. 00 0. 015 16 .14 0.2 25. 8 Vel = 3 . 02 -------------------------------------------------- W 19. 00 26.0 K = 3 .72 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) � + o 0 0 N .-.000 �tA000 a N d � a 0 0 �000 °O E � a � 3 0 LL � ��n a arn 00 0 0 0 � � 3 � � o �a. � � � � a � � d 3 rnrn a 000 0 � a o °v `� 3 °7 � o o � LL _ � O �v� a n�v� 'in � arnrnaa n M � � MO fl- 7 r' � � � 0 V) O � `_ N p N � ui N .� N N � i � O � a a •� N � 2 >+ > �� >, >, c�-0 -� � acncncn = 0 0 _ � o 'v� �rn n a Q p� c 000 '- � N O O � U � `- � N C � � O N � � V ad w °o w: •w � 3a� V � R m � o m o �� 0 � 0 �n o N � J �'`� CO N � � � O� � � ` — Q a Y ` � O a0 )'O � � Y a s � �fnvM� N � � ti° c°o �° rn o 0 0 p N � O �av� - . . Zephyrhills Fire Rescue b907 Dairy Road, Zephyrhills, FL 33�42 Fire Marshal Bus (813) 780-0041 Keriy Barnett Fa�c (813) 780-0044 I:-mail: kbarneit<d;Iire.zephyrhills.fl.us Plan Review#: 11-108 Project: Fire Sprinkler System Number of Pages: 1 plus Calc and Cut Sheets August 12, 2011 I have received and reviewed the plans for the installation of a fire sprinkler system located at 5310 8th Street at S &K Properties and will allow the project to move forward providing comments below are followed. Paying for permit contractor acknowledges complying with the items listed below. Should anyone have any questions,please do not hesitate to contact the Fire Marshal's office. 1. Fire sprinkler system shall be tied into building's fire alarm system. Plans and permit will be required. 2. The FDC shall be a 5" 30 degree turn down starz connection. 3. An FDC sign shall be placed at the back of the building by the connection. 6" red reflective letters on white background. 4. Submit (via fa�c) cut sheets on the underground. Should include pipe, connections, fittings, valves etc... Fax number is noted above. 5. Tracer wire (two) shall be installed on the underground. 6. Ensure all joints on underground are properly sealed. 7. Ensure thrust blocking with underground is used in areas required. Inspections Required: 1. Pressure Test on Underground 2. Flush(witnessed)on Underground 3. Pressure Test&Rough In on Above Ground 4. Final ' KERRY B� ETT, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes.This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance,it shall be the contractor's sole responsibility,at their sole expense to bring those areas in compliance.The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. c NO SPRINKLERS REQUIRED IN ATTIC 2 X 12 WOOD MEMBER 16" O.C. PLASTER CEILING STEEL PIPE O FINISH RESIDENTIAL HSW K RESIDENTIAL OCCUPANCY 13R SIN 2ND FLOOR MODEL# 2 X 12 WOOD MEMBER 16" O.C. QQ SPRINKLER ORIFICE 1 2 K= 5.6 PEND STEEL PIPE 155 # OF FLOWING SPRINKLERS 12 UPRIGHT A/S DENSITY .20 G.P.M. /SQ.FT. TYCO PLASTER CEILING N DEMAND AT BASE OF RISER PENDANT QR A/S FLOW 280 AMES 2000SS DOUBLE CHECK BACKFLOW P.S.I. INSIDE HOSE STREAM 4" D DEMAND AT SOURCE CONNECTION TY FRB SAMMY SIDEWINDER SWG 10 N TO 1' ♦ TEST & DRAIN GAUGE FLOW SWITCH 212 CHECK VA. 2'2 SiNGLE STRAIGHT FDC -CFP TO START HERE PIPE I"' I THRUST BLOCK RISER DETAIL 1 /4 " =1' -0" A. T. Rod (Length) Hanger Ring 2 HOLE STRAP AFCON 510 OR EQUAL STEEL PIPE 314 THRU 3" 114" X 1 112 LAG SCREW NO PREDRILL 2 X 4 WOOD MEMBER HANGER DETAILS NTS REMOTE AREA 1 HYDRAULIC DESIGN DATA CNT A.N.J. LOCAL FINISH DESIGN STD. NFPA 13 K PIPE TYPES SIN MAINS SCH 10 BLK STEEL MODEL# BRANCHES SCH 40 BLK STEEL QQ SPRINKLER ORIFICE 1 2 K= 5.6 PEND AREA LOCATION REMOTE AREA 1 155 # OF FLOWING SPRINKLERS 12 1/2" DENSITY .20 G.P.M. /SQ.FT. TYCO REMOTE AREA 900 SQ.FT. DEMAND AT BASE OF RISER 15 FLOW 280 G.P.M. PRESSURE 45.7 P.S.I. INSIDE HOSE STREAM G.P.M. DEMAND AT SOURCE CONNECTION TY FRB FLOW 530 G.P.M. PRESSURE 46.5 P.S.I. OUTSIDE HOSE STREAM 250 G.P.M. 2' 4' 6' 8' 10' 12' 14' 16' 18' 24' -C" 0 _ I ° Ln 6' -9 1/2" 6' -3 1/2" 2' -9" o r t- - I 4' -7" 0 -1012 CD t- 2 ° 1 -7 El 7 114 2 2 -14 9 -412 6 -4 5 -8 N 114 2 0 0 -1112 -4- 0 -10 10' 10 D N � N 12 1 0-1012 11 _ 0 -1112 GD 114 2 v ° 5,-1012 3 -412 -1 � W ° N � 21 i2 . 16.012 v ELECTRIC BELL 2 1/2 SINGLE STRAIGHT FDIC 4 "C -900 DR 14 PVC PIPE APPROX 25-0" NEW 4" TAPPING SLV & VA BY OTHERS EXISTING 6" CITY MAIN no mwWww"I Klemm Affififiluil 2' -11" 4 -10 ° 00 8TH STREET SPfINKI FR HEAD I FGFND ENTIRE BUILEiNG SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# NOTE QQ 21 PEND WHITE 155 5.60 1/2" TY3231 TYCO TY FRB 1ST FLR Q 15 UPR BRASS — 200 5.60 1/2" TY3131 TYCO TY FRB 1ST FLR d 20 SIDE WHITE 155 4.40 1/2" TY2334 TYCO LFII 2ND FLR 37 TOTAL SPRINKLERS FIRST FLOOR 20 TOTAL SPRINKLERS SECOND FLOOR 57 TOTAL SPRINKLERS THIS BUILDING 5-8 M i 4 -0 5' -11" I N Fal 4 -0 0 0 ° I 14' -0" i I 1 0 -712 -! I I REMOTE AREA 2 ` NFPA 13R .05 /NUMBER OF HEADS COMPARTMENT(MAX 4)� (2) SPRI'N'KLER THIS COMPARTVENT - 0 4 -812 4' -2" 14' -0" 7' -0" 5-1 1/2" - -- -- - - -- -- - - - - -� 21 1 20J I 1 1 -0 3 -312 -� 7"' T �t -712 i0 -512 I -- N 22 — ° REMOTE E AI EA '13 x 3 7� I T- .1,5 /�NljMBER OF HEADS CrMPAR_DAEN'F(MAX 4) CIO (1) SPRINKLER THIS COMPARTMENT PROOF CAL 16 ' X 18' 3r IX-L i�1JLit r" Lit 1N SECON� FLOOR SCALE 1/4"'=l'—O" i 30 CD 3 112 112 2 4 -9 3 -0 4 -1112 12' -11 1 / 8' -0" CD I i 3' -2 1/2" I 112 112 43 4 -6 5 -3 I L .3� ° 32 0� 8 3 3� "' 35 36 r { t .' OS 161' 114 CV �a 112 112 112 122 1?aa1 I 1i; -10 5 -11 4 -61 z 2 -2 2 -101 z -61 z 7 -21 z .'_ T 4'_8^ ° CID �. _ C) 5' -5 1/2" 8' -0" 8' -0" _ \ = "_ 5') a Ln REMOTE AREA ORDINARY HAZARD GRP it .20/900 SQ.FT, 250 HOSE ALLO`PNANCE -- -- REMOTE AREA REDUCE13 USING QR A/S _ ° MAX CEILING HEIGHT 8' -C" _a c 1 0 DO - of - O ,a a co 40) CH) 1 1 1_ ) 114 1 a Taa- p 61 z - 112 w 047 114 1 1^12 '12e -- 114o - 7—.2 3 -3 5-5 4-31 2 612 1-7, 1 112 - ' 114 0 -101 z 0 FIDE SPRINKLER PLAN FIRST FLOOR ---- _—_��S C A L E 1,/4"=1'-0" GENERAL NOTES ALL PIPE AND MATERIALS PER NFPA 13 OCCUPANCY ON FIRST FLOOR TO BE RETAIL NFPA 13 OCCUPANCY ON SECOND FLOOR TO BE RESIDENTIAL NFPA 13R ALL RETAIL AREAS ON 1ST FLOOR TO BE OH GRP II ALL OFFICE AREAS ON 1ST FLOOR TO BE LIGHT HAZARD ALL AREAS ON SECOND FLOOR TO BE RESIDENTIAL OCCUPANCY ONLY BUILDING CONSTRUCTION TO BE WOOD FRAME WITH PLASTER CEILINGS ALL AREAS ABOVE CEILING ON FIRST FLOOR TO BE SPRINKLF_RED NO SPRINKLERS REQUIRED ABOVE CEILING ON 2ND FLOOR PER NFPA 13R FIRST FLOOR COVER APPROXIMATELY 2000 SQ.FT. SECOND FLOOR COVERS APPROXIMI_ATEY 2000 SQ.FT. 3 -11 A IMOTE AREA 2 & ' r HYDRAULIC DESIGN DATA - -- - -- A.H.J. LOCAL_ _ DES!GN STD. NFPA 13R PIPE TYPES MANS SCH 40 BLK STEEL BRANCHES SCH 40 BLK STEEL SPRINKLER CRIFICE 1/Z —K- 4.5 AREA LOCATION__REMOTE AREA 3 �- # OF FLOWING SPRiNKI.F_RS_? _ - -�- DENSITY -.05 _------ G.P.M. /SQ.FT.- REMOTE AREA 252 SQ.FT. DEMAND AT BASE OF RISER FLOW 19 G.P.M. PRESSURE 4_1.3 _ - - - - -- - P.S.I. -GP.M. NSIDr N(SE STREAM DEMAND AT SOURCE CONNECTION — FLOW-119 G.P.M. _�_�_______ PRESSURE -41.3 - _ P.S.I. _ _ OUTSIDE_ HOSE STREAM 100 G.P.M. H DSIGN DATA -�— YDRAULICE DATA A.H.J._LOCAL - — DESIGN STD._N1FPA 13R — PPE TYPES MANS SCH 10 BLK STEEL - -- BRANCHES_SCH 40 al_K si `EEI_ - J SPRINKLER ORIFICE 1Z2 K= 4.4 -- AREA LOCATION_REMOIE A!REA 2 # OF FLCWING SPRINKLERS 2 DENSITY. -05 REMCIE AREA -276 SQ. FF. DEMAND AT BASE OF RISER_ FLOW G.P.M. — - -- P;t:ESSLRE 46.9 _ _ _ P.S,!_ INSIDE HOSE STREAM G.P.M. DEMAND AT SOURCE CONNECTiON FLOW 133G.P.M. PRESSURE. 46.9 P.S.I. OUTSIDE HOSE STRE�,.M_100 —__ G.P.M. Please be advised this review of p!,ns subnlittr is uursofy review to assist the contractor in compliance with applicable fire safety codes. rh S review is not intended to be a final approval of ti,i submitted plans. It is the contractor's 5010 responsibility to ensure that the plans are in co('Ve to compliance 4th all applicable NFPA r1.-xjes and local ordinances, In the - 3vtl)tUrat fu, . 'i Cxainination x site inspection revea 3 areas Of non- c.1�FrIP i once, it shall be se conUactors $ole f*'Sponsibi'':; ' at their sole expense to bring those areas in ocinpliance, rho City assumes no responsibility for the cOntractor's failure to be in compliance ,Mth all applicable NFPA Codes and local ordinary,. COX Ir"IRE PROTECTION INC. 7910 PROFESSIONAL PLACE TAMPA, FLORIDA 33637 PHONE (81.3) 980 - -3282 FAX (813) 980 -0631 W -D z W LO #37 12 1J6 SUBM1'17EtD PLAN(S) HAVE BEEN REVIEWI!3 A 3Y ZEPI1YRHILI 1 Rl: � ARSIIAL S OFFICE 1Date: �,� 29775 BAYHEAD RD. 2evix:+er: — DADE CITY, FL 33523 FIRE SPRINKLER PLAN i rx;1i7 4Q, i { 5310 13th Street e t CJt''- - H- C—T -- I k0. Zephyrhills, FL AFPP.OVAL— LOCAL