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Home My WebLink About05-5116 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 5116 Permit Number: 5116 Permit Type: ADDITION/ALTERATION Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: NOT APPLICABLE Square Feet: Est. Value: Improv. Cost: Date Issued: Total Fees: Amount Paid: Date Paid: Work Desc: Address: 5024 9TH ST ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 1,450.00 11/09/2005 60.00 -60.00 11/09/2005 INSTALL ENTRANCE DOORS Name: GRABOW IRMA Address: 5024 9TH ST ZEPHYRHILLS, FL. 33542 Phone: 813783-1020 J\fJlJ ~tr r\\'dU ~ F U 1 T DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED LINTEL PRE-METER WATER SHEATHING FRAME MISC SEWER MISC INSULATION WALL MISC MISC. MISC. INSULATION CEILING MISC. MISC. MISC. DRIVEWAY MISC. MISC. REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Thirty-Five Dollars ($35.00) shall 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 "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." Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances N CCUPANCY BEFORE C.O. , ~~ S ATUR PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS PERMIT APPLICATION BUILDING DEPARTMENT 5335 8TH St, Zephyrhills, FL 33542 813-780-0020 FAX: 813-780-0021 DATE RECEIVED !1J!Z5 (or; PHONE CONTACT FOR PERMITTING OWNER' S NAME~__r;,r~ fY\ A JOB ADDRESS .502-1 G. (<RAn (A ) 9 !!!I , ~5,T PHONE -7E;_~-- /020 LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION WORK PROPSED: DNEW CONSTRUCTION o S ~.~,~~' PROPOSED USE: UJSGL FAMILY DWELLING o COMMERCIAL o ADDITION (OBTAIN FROM PROPERTY TAX N~ICE\ ,,/ o ALTERATION 0 REPAIR O<f~STALL PARCEL 10 # o MOVE o DEMOLISH DMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME o OTHER DESCRIPTION OF WORK D RESTAURANT \. -----.t \ ~-~Q \ & HEALTH DEPARTMENT APPROVAL -1-- "- ,Q ~ L~ /f/t I!J7 - c.J.I7--t'YL.~.-/ BUILDING SIZE SQUARE FOOTAGE HEIGHT RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. $ b( BUILDING . "- o ELECTRICAL VALUATION OF TOTAL CONSTRUCTION SERVICE o Progress Energy 0 W.R.E.C. o PLUMBING o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES 0 NO BUILDER COMPANY SIGNATURE STATE CERT OR REGIST # ****************************************************************** COMPANY SIGNATURE STATE CERT OR REGIST # ****************************************************************** PLUMBER COMPANY SIGNATURE STATE CERT OR REGIST # ****************************************************************** MECHANICAL COMPANY SIGNATURE STATE CERT OR REGIST # ***************************************************************** OTHER COMPANY SIGNATURE STATE CERT OR REGIST # A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be may be more restrictive than City regulations. The compliance with any applicable deed restrictions. B. 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 City of Zephyrhills Building Department, 813-780-0020. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign po~tions of the "Contractor Sections" of this application for which they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indica~ion that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the "owner", I cerify 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. E. 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. Appli~ation 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, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental 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 Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater 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 *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone "A" or "A, etc.", it is understood that a drainage plan addressing a "compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. 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 code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for 'a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be 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 YO(}R LENDER OR AN ATT9,RNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2,500./IN VALUE DO~OT NE,Eo' TO R~ORD AND POST A "NOTICE OF COMMENCEMENT". '),r,1 t[ ;;~//' -" .~' : ,'-'l,.."/ t ;-~..- '.' OR'- subject to "deed restrictions" which undersigned assumes responsibility for ~~<......... 9 GNATURE: OWNE~ , , /STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this_____ day of by SIGNATURE: CONTRACTOR acknowledged , 2<L- STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____day of by acknowledged , 20 (name of person acknowledged) Dwho is personally known to me, or (name of person acknowledged) C1ho is personally known to me, or of identification) take an oath. Dwho has produced (type of identification) and who Ddid OEd not take an oath Dwho has produced (type and whoD did 0 did not Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped X Unit: I ~.;; L_". r,lID-WL -f,'IA0001-02 SINGLE iDOOR t 1 6" TYp. - - i ! .... UNIT rr IIIIT 13-15116" 17-118" MAXIMUM. 011 CEIfTlR TYP. -'~ - -~ -I. i . & per wrtIcal flaming I\1IInbe' . 2 per borizonIaI framing member r,!If1I11W'li r,,~: ;I'pr r;CUr:! I 1 _. "'1 I -- l :, - .~ Hi... .111 sIrib ..... ...,. two 2-1fl- ......... ,...IaaIIoI. . Width Of doof unit plus 112" . HeIght of dOor unit plus 1W "lCULiiJ OflC:111JIj (AD) - ~ J , i ! \~J 1III_....~1!!II=.~....n:_ClMtIt...__ . ~:::~::z.....~..I1'SMN. ~,.~ - ......~................CldIr.. nu___.~ Hardware: ...'*- tIIIt GRADE 3 01 better (ANSII8HMA A156.2) ~ and deadocIc hardware be installed. caJEIIED BY COP DOCUllEllTlII44I-,lI2Ir, 3141.31_,3241*,324&, 3ZI1* lIf3211 I'IqUiI'llS that 8" GRADE 1 (ANSIIBHMA A156.16) surfllce baits be Inslllllecl on Iatcb side of actlw door JIIIl8I- (1) at top 1I1d(1.~ ' *Based onl...... DesIgn PrIssure - see COP shIIt for deIaiIs. Nalls: 1. ~ bave been carried out with the kMest (least) fastener rallng rrom the dilflrent fasleneB IIeIng 9sidered for IJ$e.. ~ ror this unit InclUde 18 and 110 wood screws or 3f1&*1'apcons. 2. ~SCI1IW single .... design values CGmlI1111nl TBle 11.3A of ANSIIAf & PA NOS for soutllem pjne lumber wiIIt. side member ... of 1.114* achIlMment of minimum IIIlIIedIllllll The 3116"' Tapcon s11lQ11 sheIr design values COme fl1lnl1lle ITW and w:o Dade CouIlb'Y 1ISpdveJy, IlICII with minimum 1.1/4" em-'l. . : 3. Wood ~ by atheni, must be andlored properly to transfIr loads to the structure. I . a 0cIalIIr14_ ....-- ..-----...... -- ---.._- : . I --.- -.-. ---_. *-- _._-_._~ -- ".--_.. ..--.-------.---- ,-~. _._.~ -.--- ~ ... ., ..-- -. .,-~. --- --!------ ZZ689SS998 ~d f:Z: n SOO6lJ> ~no/f:OO ~ qlldJoG/alTuoSllW X Opaque Inswing Unit COP-WL-MA4101-03 WOOD-EDGE STEEL DOORS APPROVED ARRANGEMENT: "lJ Ib1I o D1l:- O"D{f --- --- .-ew. TIISl 0IlI RevlIw r.rIlflcIIle 13OZ6447A. 13112644~~ IIld COPITIISl ~ VIIidIIia lIIblx I31126447A-001, 130264478-OO1,I3ll2ll447C-OOl ===.:. ~~~t MasonII8 IIchnicaI centar. Note: Units of other sizes are covered by this report as long as the panel used does not exceed 3'0" x 6'8". Single Door Maxlllllm ooll size = 3'1T' x 6'8" DeSign Pressure +76.0/-76.0 tided WIIIr uness special \hreshald design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. AduaI design pre$SIIf8 and ~ IllSislant requirements lor . specific buIldinG design and geograpIiC loclIIian is dIIermIned Irf ASCE 7-f11tiona1. sllIIe or IacalIIUIIcing axles specIIy lhe edIIlon IItlUlIlld. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed - see MAD-WL-MAOO01-02. -- MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed - see MID-WL-MAOOO1-02. APPROVED DOOR STYLES: D ~ I ~ I I DD DO DO DD DD DD Flush ArcI1 Tap :>-panel 6-pane/ New England 4-paneI Eyeb"", 4-pwI 8-pane1 I I I I I DD DD DD DO 9-panel 5-paneI 5-jlaneI wtth scroll Eyebrow 5-panel Eyebrow 5-paneI with scrDII .. ...--............... June 16. 2D03 Ilur_ _oforucU:l~_spocIIicIIioos,dosigJIlIlllorucU:l --..--- X Opaque Inswing Unit COP-WL-MA4101-03 WOOD-EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-2929-1 Certifying Engineer and License Number. Gerry Ferrara. P.E. /11985. Unit Tested in Accordance with Miami-Dade BCCD PA201, PA202 and PA203. Door panels constructed from 26-gauge O.01r thick steel skins. Both stiles constructed from wood. Top end rails constructed either wood or steel. Bottom end rails constructed from either wood or steel. Interior cavity of slab filled with rigid pOlyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE seeD PA201, PA202 & PA203 COMPANY NAME CITY, STI'J'E - To the best of my knowledge and ability the above side-hinged exterior door unit conforms to the requirements of the 2001 Rorida Building Code, Chapter 17 (Structural Tests and Inspections). --.-,. ......-. ~ 1tEw. /:5rd/ktf TIlSl DIbI Review CeJ1lficale 13026447A, 13lI2644~~ and COPfTesl ~ VIIIidIIlo MIIIrix#3ll26447A-llOl, 13ll26447B-OOI.l3026447C-OOl plllllldls addliDnaIlnlormalian - avaIIlIbIe Irom lhe ITSIWH websIle 1_.IIIIsemIco.ClIIII). !he Masorite webIIIe 1_.Il1ISlIRIe.com) or \he Masonl1Illed1n1cal center. State of Rorida, Professional Engineer Kurt Balthazor, P.E. - License Number 56533 II -. June 16, :!003 Oar___at,_~___,llesigolllllpraducl _1UIljoGl1D___ X Unit: I .~-;:: ~:'-'..' r,lID-WL -f>,'IA0001-02 SINGLE iDOOR t t 6" TYP. .... UNIT rr UIIT 13-151'16" 17-11l1" MAXIMUM. 011 CEI'IER TYP. - T i - -.. 4 ! .. 6 pet' wrtIcaI framing member . 2 per borimntaI frIming member r,!,ni"w"-I r'lO:;l'pr C;cur;! I 1 "I I -. - : r. :f - -.. HIIIlII .11II1IrIb plaia ...... two 2-112" ........ ,. IaaIIoI. .. Width of doof unit plus 112" . HeIght III door unit plus 1/4- ~UU"il OPC~'111J (AO) - .- J , i ! pJ 1IIIIDIII....--.~.oaI441CIIIII~__..... . =~:=-~..R1MH. =-~,.~. - ......~ar.........1IdriaII Hardware: l8lIuinIs tJIIl GRADE 3 OIl1etter (ANSIIIIHMA Al56.2) ~ and deadac:IllIardware be installed. COJBIED BY COP DOCUIIEIIT a41" ,lI2Ir, 3141, 11_, 3241", 324&, 32&1" 013281 _res Ihat 8" GRADE 1 (ANSIIBHMAAl56.16) surflce baits be iRstIIIed on IItcb side of active door paneI_ (11 at top and (1l11t boIIDm.. . *Based on ...... Design Pressure - see COP shIet for deIaIIs. Nales: 1. ~ bave been carried out with 1111 kMest (least) lastenIr rating fram IIIe different faslenefS being qnsidered for usa. ~ ror II1Is unit InclUde 18 and 110 wood SCrBWI or 3f1S"1'apcons. 2. ~SCI1IW singll slIeIr deslgn VlMs COIDII111l11l Table 11.3A of AlfSI/Af & PA NOS for soulllem _lumber wItIt. side mimber ~ of HU. lChIevement of mInImllllllRlledllllllt. 1be 3f1 r Tapcon single sheIr design values CCIIIlll from tile ITW and EU:O Dade Coullb'Y lISP8Clively,llICIl wlII1 miRimum 1-1/4" em~l. . : 3. Wood r by aII1ers, must be anchortd PI'OI*fy to transfer loads to lIIe ~ a ClI:Iabw 1=*- ..-.... ..-----. -- -......-- , I . I --.- --- - _.~. --- ---...--j -- SI0/&00 IPt . - ..--.---... - -..- ~_. ...-...-----..--. --.. -.-.. -.- - _. h .".__ _.. .._+_ ____+-_________ 6669999999 ~d C6:11 g006/~ q-ea.lOo/a:j. Tuos-eW X Opaque Inswing Unit COP-WL-MA4101-03 .- WOOD-EDGE STEEL DOORS APPROVED ARRANGEMEN~ "~ IbD onll ~/un -'-- --- Hw. Test DaII RevlN CertIficIII13O:!6447A, 13O:!64478.13O:!6447CIIldCOPITesl ReIIort VIIilaIIallIllblx 131126447 A-001, 13ll2&447J.OO1,I3026447C-001 pnMdes IIIIdIlIonIIlnlarmlllan - __ tnJm the ITSIWH WIb8IIe 1_.tIInmlal.cam) the MasanIle WebsIle l_.iiiiiiiinlli.com) or the Masontllfld1llcal CIIIIIlIr. Note: Units of other sizes are covered by this report as long as the panel used does not exceed 3'0" x 6'S". Single Door MaxInum .... size = 3'0" x 6'8" Design Pressure +76.0/-76.0 Ii1riIId walIr urHss SIJllCiaI threshdd design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. AcluaI design pressuye IIld iJl1IICIlISislaIt requinllnenls lor. specIftc buIIdino design IIld geograpIic lacalion Is dIIennined by ASCE 7-na1iona1. stale or IacII buIdIllII codeS specIIy the Ildlllon requllelI. '.-- MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed - see MAO-Wl-MAOO01-02. MINIMUM INSTALLATION DETAIL: CompUance requires that minimum installation details have been followed - see MIO-Wl-MAOOO1-02. APPROVED DOOR STYLES: D ~ I ~ ~ I DD DD DO D[] DD DD Flush AICI1 Top 3-paneI 6-paneI New England 4-panel Eyebrow 4-panel 8-paneI I I I I ! DO DO DO DO &-panel S-paneI 5-panaI with scroll Eyebrow ~palBI Eyebrow 5-paneI with scroll .. .....'............." June 16, 2llO3 Our_ _of._...-_SOOdfic:IIIoos._-....... --"'--- X Opaque Inswing Unit COP-WL-MA4101-03 WOOD-EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-2929-1 Certifying Engineer and license Number: Gerry Ferrara, P.E. /11985. Unit Tested in Accordance with Miami-Dade BCeD PA201, PA202 and PA203. Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from wood. Top end rails constructed either wood or steel. Bottom end rails constructed from either wood or steel. Interior cavity of slab filled with rigid pOlyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA2D1, PA202 & PA203 COMPANY NAME CITY, STATE "............... To the best of my knowledge and ability the above side-hinged exterior door unit conforms to the requirements of the 2001 Rorida Building Code, Chapter 17 (Structural Tests and Inspections). -~ .....-. ~ 1Itew. P-;;I~ Test DE RevIew Cerllflcal. 13026447A, 13ll2ll447B, 13026447C and COPlTest ~ ValidIlIon MIIlix 13026447A-001, 13ll2ll447B-001, #3026447(;.001 pnMdslllcltianallnlarmalllJll - 8vaIIIIlIe 110m .. ITSIWH WIlbsile l_.lllsemko.camj,1he Masmte websIlI ~.IllISlIftt8.com) or the Masonlle lechni:aI ClII'IIer.e State of Aorida, Professional Engineer Kurt Balthazor, P.E. - License Number 56533 II '-~ June 16, 2llD3 o...l:OIIlIIuIav_al,,-~.....~,desigIllllllpl1lduct -..........--.