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Home My WebLink About07-6522 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 6522 6522 FIRE PROTECTION FIRE SPRINKLER COMMERCIAL Address: 37411 ILAND BLVD ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 03-26-21-0010-05300-0000 86,000.00 195.00 195.00 4/05/2007 FIRE SPRINKLER SYS GOLDEN HEALTH ERVIC 2424 CURLEW RD PALM HARBOUR, FL 34683 Phone: 727 781-5885 Ql~~4/f~ z~\,t"c\ lD{2-(C:>7 fQ3107. I(~ REINSPEcn N FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are ne ssary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty nstruction c) repairs or corrections not made when inspections called d) work not ready for inspection w en called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In ad ition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found i the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment 0 inspection fees shall be made before any further permits will be issued to the person owning same "Warning to wner: Your failure to record a notice of commencement may result in your paying twice for improvemen to your property. If you intend to obtain financing, consult with your lender or an attorney before record ng your notice of commencement." NO OCCUPANCY BEFORE C.O. ~ ~~ CTOR SIGNATURE PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER l)~) CO NT Inspector: _ ~" V ~.or/vI(YW -"'-t I 813-780-0020 City of Zephyrhills Permit Application Building Department Fax-813-780-0021 bU /,.J II fi l.,- E. I /4 #vft a I:.. r/ J Owner Phone Number Owner Phone Number I Owner Phone Number I e Simple Titleholder Address I I J7Y II I NEW CONSTR INSTALL SFR BLOCK ?I l.w-lt I E3 ADD/ALT 0 REPAIR D COMM 0 D FRAME 0 ~J ~ S,. of', i<V k. J.&I',S SQ FOOTAGE I I ~ l,..1/p LOT # PARCEL 10# I P OPOSED USE T PE OF CONSTRUCTION B o o I (OBTAINED FROM PROPERTY TAX NOTICE) SIGN D MOVE 0 DEMOLISH OTHER STEEL I D OTHER I o SCRIPTION OF WORK B ILDING SIZE HEIGHT 1$ 1$ 1$ 1$ GAS 0 ISHED FLOOR ELEVATIONS I ELECTRICAL ROOFING I I I I D I AMP SERVICE D PROGRESS ENERGY 8''' CS r!td j D frj()~q<fL-- ,vlJt- f20 WR.E C BUILDING VALUATION OF TOTAL CONSTRUCTION PLUMBING MECHANICAL VALUATION OF MECHANICAL INSTALLATION SPECIALTY 0 FLOOD ZONE AREA OTHER DYES DNO COMPANY REGISTERED ~ FEE CURRENT L...Y.L!:U Address License # E ECTRICIAN SI NATURE COMPANY REGISTERED ~ FEE CURRENT L...Y.L!:U Address License # P UMBER S NATURE COMPANY REGISTERED ~ FEE CURRENT L...Y.L!:U License # COMPANY REGISTERED ~ FEE CURRENT L...Y.L!:U Addnass Address IDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster Attach (3) sets of Building Plans; (1) set of Energy Forms. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans. Sanitary Facilities & 1 dumpster All commercial requirements must meet compliance. Attach (2) sets of Engineered Plans. ---PROPERTY SURVEY required for all NEW construction. SI N PERMIT Di ctions: Fill out application corTl'letely Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AlC upgrades over $5000) Agent (for the contractor) or Po-.ver of Attorney (for the O"M"ler) \NOuld be someone with notarized letter from O'M'ler authorizing same o THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades AJC Fences (P1ot1Surveyn=ootage) Driveways-Not over Counter if on public roadways..needs ROW 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_ UNLICENSED 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. TRANSPORTATION IMPACTJUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. 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'SIOWNER'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 performed 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. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WaterlWastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "Y' unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. 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 LEND OR AN R Y B RECORDING YOUR NO OF CO ENC NT. FLORIDA JURAT (F.S ) olary Public ONTRACTOR -Subscribed and ~ ,-. :-z.'Z.-o-, by Who Is/are I2"'sonally known to me or has/have produced as identification. ~~ ~~NotarYPUbIiC OWNER OR AG Subscribed and -Z.2-"I by Who is/are personally known to me or has/have produced as identification. Name of ed or s ..... tMI8ttO :: : FIIIIda.....,~ Inc i ".............H.............................~ Commission N,;,__~__ ._______.________.............__....., : PATRICIA K. MIXON I Name of Notar1ty85 sta~ UOuei6-"1 : ~ . ~ 12MlO10 ~ ~18rf.l FIorIde NaliIry Alm..1nc i ...... . .. II. ......... ......... .................. Feb. 22.1 2007 2:02PM JJi - 2Z~ . <( tilt'll' fl : ~~ ~ : J-r 2..J rJi l-lJlL [0 _~~ i ~ 57" i it -4 f ! f}lour\ ; '11 to Q.) \ '" f~)~-1r- .f , , !1'ftJG ; ... CORE Construction - Sarasota Off No. 0788 P. 1 - ---------..... ..-.--- . "'11111111I11111 PERMIT NUMBER: TAX FoLIO NUMBER: NO~ pF COMMENCEMENT ._..~---.- Rept: 867361 '-R;;10~ee-- ~ 8.ee iT: e,ee 87/11I6 ..._ _ ___. tlpt.y ClerIC STATe OF Fl.ORJOA COUNtY OF _PASCO 'nf& UNOERsIGNED 1'teI'eby__ notice 11m impnwement wit be made ti) certain real property, and in wcordance with Chapter 713, FJcrida ~ U1e foIowfng inf""i1ffl'on .. provided in tiJie NoCice of Comm8nCement 1. ...-- .,'""--.-.... ....,...--...... '.,....,..w_....... f:~3~ i(af ~ ofptOpedy. PAA<::a. 0346-21~0-05300-0000 Addre$s 01~ EIlAND BLVD. General desQ~n ofimprovement&: NEW ASSISTEo LMNG FACIUTY Owner Inftlrmetion: "'me and Addrese: SUSAN O'KEEFE 2424 CURJ.EW ROAD, PALM HARBoR, FL 34683 ..' ~ in Praperty: Fee Simple Owner. Name - adcte&G of fee Girnpre _holder (If other than 0Wner): OWner. Conhctor name and adc:Ire$$: CORE CONSTRUCTION 3307 CI..ARK RO.AD, SARAsoTA. R. 34231 Conhctor's Phone Number: 941-'552.0240 &nly (Name and address): .. NOT APPUCAaE. Phone Number - . Amcxmt of 8ond: HoNt. Lender: Name and edc:hss: . NOT APPLICABLE _ lAnder'. Phone Number. .- NOT APPUCA8l! _ A. Pensons within 1he Slate of Aorida deslgtlllted by OWner upon whom noticts or oCher cIocuntents may be $efVed as pmidad bY SectIon 713.13(1)(8)(7). F101fda SlRlteIJ: 8. Phone Numbers <<designated persona: 127-1'1~ 1. A. In addilfon to himself, 0IwJer ~ DENNIS O'KEEFE to ~ a copy ollie Lienor's NoIce aI-provided In Section 713.13(aXb}. FIoride Statutes. B. Phone Number ofper1JOn or enttly de8fgnRwJ by owner. 727-781-588S 1 ecpindion date of Notiee of CoIMtencement (one ~r worn the date of recordng. urne. a dtfrefent dale. specihd) ~ ~iCf~i1e Sii$:an I(. O'Keefe I I I I . $WORN TO AND SUSSCRlJEO Wfore m. by SURn K. O'Keefe, who is personally known to me or produced a Florida OrNef's License as ~n..this ~ day o~ 2006. ~~ ..Q. ~lll-el<,^ Nota,y.Bublic N01MY ~O'Imt\!tnWu commission expires: ~~ ",")1..\ dO\~ }all !CeDi J. Sufieii""7 . ~~issIoIl#DD510446 1IaIe4~~c,!O: West Wind~ ALF Drawing Date:10-22-2006 12/29/06 11:44 HYDRAULIC DESIGN INFORMATION SHEET Job Name: West Winds ALF Location: 37411 Eiland Boulevard Zephyrhills, Florida 33542 Drawing Dalte: 10-22-2006 Contractor: Alert Fire Sprinkler Remote Area Number: 1 Telephone: Designer: Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Constructibn: RevieHing f\uthorities: Occupancy: SYSTEH DES GN Code:NFPA 3 Hazard:Ordinary 1 System Type:WET Area of Sp inkIer Oper. Dens ity (g bm/ sq ft) Area per S)rinkler Hose Allow nce Inside Hose Allow nce Outside 0.105 225.0 o 250 sq ftl I sq ftl gpm I gpm I Sprinkler or Nozzle Hake: TYCO Model: BB1 K-Factor: 8.00 Temperature Rating: 200 CALCULATIO SUMMARY gpm Requir d: 290.5 5 Flowing Outlets psi Required: 51.6 @ Source WATER SUPP Y Water Flow Test I Pump Data I Date of Te t 9-8-2006 I Rated Capacity 0 gpm I Static Pre sure 58.0 psi I Rated Pressure 0.0 psi I Residual P es 48.0 psi I Elevation 0 I At a Flow c f 1061 gpm I Make: I Elevation 0" I Model: I Location: Source of nformation: SYSTEM VOLCME 1078 Gallons Notes: n 1r\ ~ i Y '. W~st Winds ALF Drawing Date:10-22-2006 12/29/06 11:44 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRI TION LENGTH C 10 gpm psi TOTALS f W Required at Hyd Area 1 190 34.6 psi 1 10x25 9' 120 4.260 190 0.1 1 Butterfly Valve "BFV" 14' 120 4.026 190 0.2 1 90 Ell DI 10' 120 4.026 190 0.1 1 d Check Valve Tyco 590F CHART LOSS 190 0.5 Elevation Change 8'8" 3.8 Total Loss for Through Riser 4.6 psi 1 Pipe 4 ' PVx15 100' 150 3.900 190 0.9 4 4" MJ o Ell 40' 120 4.026 190 0.5 1 4" FIn d Back Flow Valve Ames "3000 CHART LOSS 190 7.5 Fixed Flow Hose Allowance 100 gpm 1 Pipe 1360' 150 5.950 290 3.5 f Rl Required at Source 58.0 psi static, 48.0 psi residual @ 1061 gpm SAFETY PRESSURE 290 51. 6 psi 290 gpm 57.1 psi ------- ------- 5.5 psi Available This is a res sure of 57.1 psi Exceeds Required Pressure of 51.6 psi afety margin of 5.5 psi or 10 % of Supply Maximum Wa er Velocity is 7.4 fps '. Date: 12j29/ 6 JOB TITLE: West Winds ALF WATER SUP LY DATA I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 SOURCE STATIC RESID FLOW AVAIL TOTAL REQ'D NODE PRESS PRESS @ PRESS @ DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 58.0 48.0 1061.0 57.1 440.5 51. 6 A GREGATE FLOW ANALYSIS: FLOW AT SOURCE 440.5 GPM HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM HOSE STREAM ALLOWANCES 250.0 GPM DISCHARGE FROM ACTIVE SPRINKLERS 190.5 GPM NODE IS DATA Node Tag 1evation Node Type Pressure Discharge ft (PSI) (GPM) 1 14.5 - - - - 25.2 - - - IS 15.0 K= 8.00 22.6 38.0 2 14.5 - - - - 25.2 - - - 2S 15.0 K= 8.00 22.6 38.0 3 14.5 - - - - 25.3 - - - 33 15.0 K= 8.00 22.6 38.1 4 14.5 - - - - 25.3 - - - 4S 15.0 K= 8.00 22.7 38.1 5 14.5 - - - - 25.5 - - - 5S 15.0 K= 8.00 22.8 38.2 10 14.5 28.5 - - - Al 8.7 31.9 - - - W 8.7 TOP OF RISER 34.6 190.5 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pe dent. The node without an "S" is on the branch SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 12/ 29/ 6 JOB TITLE: West Winds ALF PIPE DATA PIPE TAG Q(GPM) DIA (IN) LENGTH PRESS END LEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -38.0 1.000 PL 0.50 PF 2.4 1S 15.0 8.0 22.6 38.0 1.5 120 FTG T PE 0.2 1 14.5 0.0 25.2 0.0 0.002 TL 3.64 PV 0.0 Pipe: 2 38.0 3.260 PL 6.00 PF 0.0 1 4.5 0.0 25.2 0.0 1.5 120 FTG PE 0.0 2 4.5 0.0 25.2 0.0 0.002 TL 6.00 PV 0.0 Pipe: 3 -38.0 1. 000 PL 0.50 PF 2.4 2S 5.0 8.0 22.6 38.0 1.5 120 FTG T PE 0.2 2 4.5 0.0 25.2 0.0 0.006 TL 3.64 PV 0.0 Pipe: 4 76.1 3.260 PL 6.00 PF 0.0 2 4.5 0.0 25.2 0.0 3.0 120 FTG PE 0.0 3 4.5 0.0 25.3 0.0 0.006 TL 6.00 PV 0.0 Pipe: 5 -38.1 1.000 PL 0.50 PF 2.4 3S 5.0 8.0 22.6 38.1 1.5 120 FTG T PE 0.2 3 4.5 0.0 25.3 0.0 0.013 TL 3.64 PV 0.0 Pipe: 6 114.1 3.260 PL 6.00 PF 0.1 3 4.5 0.0 25.3 0.0 4.4 120 FTG PE 0.0 4 4.5 0.0 25.3 0.0 0.013 TL 6.00 PV 0.0 Pipe: 7 -38.1 1. 000 PL 0.50 PF 2.4 4S 5.0 8.0 22.7 38.1 1.5 120 FTG T PE 0.2 4 4.5 0.0 25.3 0.0 0.022 TL 3.64 PV 0.0 Pipe: 8 152.3 3.260 PL 6.00 PF 0.1 4 4.5 0.0 25.3 0.0 5.9 120 FTG PE 0.0 5 4.5 0.0 25.5 0.0 0.022 TL 6.00 PV 0.0 Pipe: 9 -38.2 1.000 PL 0.50 PF 2.4 5S 5.0 8.0 22.8 38.2 1.5 120 FTG T PE 0.2 5 4.5 0.0 25.5 0.0 0.034 TL 3.64 PV 0.0 Pipe: 0 190.5 3.260 PL 70.71 PF 3.1 5 4.5 0.0 25.5 0.0 7.4 120 FTG T PE 0.0 10 4.5 0.0 28.5 0.0 0.034 TL 90.87 PV 0.0 Pipe: 1 190.5 3.260 PL 5.83 PF 0.9 10 4.5 0.0 28.5 0.0 7.4 120 FTG T PE 2.5 A1 8.7 0.0 31. 9 0.0 0.034 TL 25.99 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 12/ 9/ 6 JOB TITLE: West Winds ALF PIPE DATA (cant. ) PIPE TAG Q(GPM) DIA (IN) LENGTH PRESS END LEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F . L . / FT (PSI) Pipe: 2 190.5 4.260 PL235.21 PF 2.6 A1 8.7 0.0 31. 9 0.0 4.3 120 FTG 4E PE 0.0 W 8.7 0.0 34.6 0.0 0.009 TL287.88 PV 0.0 -(J)""O N ~ c..v 0'1 0> ~ o o ~ 0 0 0 0 0 0 .. N 0'1 0 <0 "0 3 =r 0 C/l (I) I dt 00 ~. o o ~ 0'1 o N o o N 0'1 o c..v o o !! ) , c..v .. 0'1 i' 0 , 3 ... ~ 0'1 o 0'1 o o -....J o :;:ONc..v<c... (I)(I)~CIfO 3-g.~C/lC" 0,< ~..... ......., < (I)=rm< )> == = S. ..,C/lll)a. CD - :::I C/l ~:!Ja.)> ~OCDr- a:g" ll)(j) c..v< c..vll) 0'1'" ~a. N O":;:OOO:E ll) aCD mAl CD =E !!!. 0: ::!' -'..0.0'" r- e ... o ll)"'O ~ - co CD "'0 C/l I coC/l CD C/le N C/lCO o co. g ~ ~~O'1 g~~ ~oo <0 "0 "0 "OC/lC/l 3 _0_. 00-1"'0;;0 ll)OcoCD itmC/l.Q .rT-C/l C '<;; "e ::;. "'OacoCD co=E..Q. C/l .. C/l e ~ O'1N~ o CD. 0'1 0 0> "0 (Q "0 en "0 C/l -.3-. OS'":J: eC/lO ur a: (II _0 CD CD ~.o ~ 0' ~ =E oog: (Q<on "0"0 CD 33 - -HI) 0 ClO '< "0 ~ on...m ~ 0 5" ~ .flo.-n"~ ~:::i"(")OJ I CD ~'< 8:"tIO .flo.a ~Q. c n - C/l