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Home My WebLink About05-4611 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 4611 Permit Number: 4611 Issued: 706/2005 Permit Type: GENERAL BUILDING PERMIT Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: SINGLE FAMILY RESIDENTIAL Sq. Feet: Est. Value: Cost: 1,604.00 Total Fees: 60.00 Amount Paid: 60.00 Date Paid: 7/06/2005 Address: 38350 IRONWOOD PL ZEPHYRHILLS, FL. Township: Range: Lot{s): Block: Section: Book: Page: Subdivision: DRIFTWOOD Parcel Number: Name: LOWE'S HOME ENTERS INC Addr: 4948 TELLSON PLACE ORLANDO, FL 32812 Phone: 407832-8085 Lie: Work Desc: REPLACE 4 WINDOWS HENRY COPPOLA 38350 IRONWOOD PL ZEPHYRHILLS, FL. 33542 Phone: U 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 tg) 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." NO OCCUPANCY BEFORE C.O. L .:R-~ CONTRACTORS SIGNATURE PER~ CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS PERMIT APPLICAT~U~ BUILDING DEPARTMENT 5335 8TH St, Zephyrhills, FL 33542 813-780-0020 FAX: 813-780-0021 I I Z'/ ) DATE RECEIVED CI/'Z /0 PHONE CONTACT FOR PERMITTING fff1" u7-~40v JOB ADDRESS CAfftJLIJ; j18v/tt 3~'~SO '/~vUttJP fL PHONE ff /'3-1& 8... ~1 /1- OWNER'S NAME LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION tlf1;C~ PARCEL ID # u)Z-Zb-z.\-O?--'I.A.-lfDL-6U-[)~SOIOBTAIN FROM PROPERTY TAX NOTICEl WORK PROPSED: DNEW CONSTRUCTION o ADDITION o ALTERATION o REPAIR o INSTALL Os I GN PROPOSED USE: DSGL FAMILY DWELLING o COMMERCIAL o MOVE o DEMOLISH DMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME o OTHER DESCRIPTION OF WORK c=J RESTAURANT & HEALTH DEPARTMENT APfROVAL pp- tf tv/~ BUILDING SIZE SQUARE FOOTAGE HEIGHT RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS; (1) SET ENERGY COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY, ORMS. IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. ~ 0 ~ <::> FORMS. Q..-gUILDING o ELECTRICAL $ / b 6 'f. I t PERMITS REQUESTED VALUATION OF TOTAL CONSTRUCTION AMP SERVICE o Progress Energy 0 W.R.E.C. o PLUMBING o MECHANICAL o GAS o ROOFING o SPECIALTY VALUATION OF MECHANCIAL INSTALLATION o OTHER $ TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAO YES 0 NO ~,~~~~~~.==~~~~=,:~-=~.~:~.~==~=~_~~,~~~~::...__~':qU_ .- . _ __. -. ~_ ___ _ . :=~=~=-_-~_~~~~~~=_-~.-~'_~-~~_~~~-~~2-:':': BUILDER COMPANY SIGNATURE STATE CERT OR REGIST # ****************************************************************** ELECTRICIAN COMPANY SIGNATURE STATE CERT OR REGIST # ****************************************************************** PLUMBER COMPANY SIGNATURE STATE CERT OR REGIST # ****************************************************************** MECHANICAL COMPANY SIGNATURE STATE CERT OR REGIST # OTHER ~tAk 1;****************;;**i;~********::~::::***7J~j**i~*~ ~ SIGNATURE ,~ ~ · STATE CERT OR REGIST. (.t4c. ((,-0 'fJcf(7 A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to "deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsibility for 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. 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, 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 ~ill 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 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR. NOTICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT". SIGNATURE: OWNER OR AGENT SIGNATURE: CONTRACTOR acknowledged ,2U- STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____day of by STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____ day of by acknowledged , 20_ (name of person acknowledged) owho is personally known to me, or (name of person acknowledged) C1ho is personally known to me, or o who has produced (type and whoo did odid not of identification) take an oath. Owho has produced (type of identification) and who odid Odid not take an oath Signature of person taking acknowledgment Signature of person taking acknowledgement Name typed, printed or stamped Name typed, printed or stamped LaWE.S Companl.. Inc. 8529 South Park Cr. Suite 430 Orlando, Florida 32819 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: to \'" 1/6S To: Building Department From: Peter A. Cafaro III (Address of Job) And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter A. Cafaro III Area Installed Sales Manager Primary State Qualifier cac 1508417 ~~~ f "Yd<kOO5 No.public My commission expires \",...."" R be HI ,,~v.f.~~~ e ceo va ez ':}'.A.. T*~ MYCOM~~ISS!O!'l:l,! DDl76?~3 "~,?-,~: Jonuary12,2001 - '-~ O<f'''~r.1Ni)EI)THl?ll TQ(W;'/} 11\11N~1 iDlj'\ :'!C l: lUllUi:1l.JUllUUL!:; \.--uue VllUUt: 1J(.t..JJ.IIWWW.UVllu..a.UUUUU.L.o.Vli:i.1JlJ.pl_U...I...1.0tJ0y~.u.. ~ vv......"--............ '-'_......u ...._..........____ PRODIJeT j\J1PRO\~1-\I.. Product Type Dr:!;}I! ':;nE !.jA'II{~.AJ rm: ., r .., r Overview Product Search .., r , Product User: Public User - Not Associated with Organization _ Need Help? Application #: Date Submitted: Product Manufacturer: AddresslPhonel email: FL663 10121/2003 BetterBilt 650 W Market 3t Gratz, P A 17030 (717) 365-3300 Category: Windows Subcategory: Single Hung Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Code: Section Standard Year AAMAINWWDA 1997 101/IS2 Certification Agency: American Architectural Manufacturers Association Quality Assurance Entity: I.:........ "'-)~""''''-..J,df:..L......, '. LJ Vv'1Tllf\....LL f'i<.E V AlLING CODES, FLORIDA BUlLDfr.;C CODE. NA 110NAL ELECfRICCODEANI on OFZEPHYRHILLS ORDINANCE; Validation Entity: Authorized Signature: ANDREW BRILL ABRILL@MIDP.COM EvaluationlT est Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Method I Option A Application Status: Date Validated: Approved of4 1!?9/?OO'i n'-:n PM Florida Building Code Online 2 of 4 Date Approved: page:r--' I.. :<;GorJ .~~ App/Seq # Product Model # or Name 663,1 165 663,2 165 663.3 165 63.4 165/3000 663.5 165/3000 663.6 16513000 165/3000 165/3000 663.9 3240/4250HP 663.10 3240/4250HP --- _m - - http://www.floridabuilding.orglpr/pr_ detl,asp'?IPT=663&RV=O&fm=ROSrch 11/19/2003 Page1/2 It::illl Model Oescri tion Limits of Use Flange Frame 3x73 R-35 DP+35,3/-47,2 Fin Frame Oriel 47x89 R-30 DP+33. 4/-42, 7 Fin Frame Oriel 40x90 R-35 DP+35, 3/-47, 2 Fin Frame 52x72 R-35 DP+35.3/-43.1 Fin Frame 48x78 R-40 DP+47/-47 Flange Frame 53x63 R-35 DP+35. 3/-47. 2 ':2 !"')(lI....,^^C c.",)""7 n..,. K ~ wu...... ......u.ul.l.l1~ ,-,vue VIllme http://www. floridabuilding. org/pr/pr _ det1. asp ?IPT=663&R V =O&fi:n=ROSrch 63.11 740/3740 663.12 740/3740 Fin Frame 52x71 R-45 DP+45/-45 663,13 740/3740 Fin Frame 52x72 R-45 DP+45/-45 663.14 740/3740 Flange Frame 53x73 R-45 DP+45/-45 63.15 740/3740 Flange Frame 52x71 R-45 DP+45/-47,2 663.16 740/3740 Fin Frame 52x71 R-45 DP+45/-47.2 663,17 740/3740 Fin Frame 47x89 R-35 DP+35.3/-47,2 Fin Frame 39><90 R-35 DP+35. 3/-47. 2 63.18 740/3740 63.19 740/3740 Flange Frame 47x89 R-35 DP+35. 3/-42. 7 63.20 740/3740 Flange Frame DP+35, 3/-42, 7 ... ... ... ... ...... ... ..., ,:::N~,< 'tl!ilUFY;' Copyriaht and Disclaimer; C2000 The State of Florida. All rights reserved. ...r~- of4 ':l/.....,C\'...,{)A~ .t:.~.., n'T\ K co. d Ii: o _~; I i lJ :0 ;~ d' zl' 9 w It- it 6 ;cn zz I- w 00 _ 00 _ .0 o _ .00 . .IDID . .0 < . .mID << . .III << . < N o j!'-..j! ;10 ~ '- C (,,)uoo .. o _ . _ .0 .IDIDmlIl . < . . . .m <<<< . < ... If) ll. 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Cl o-l a: ~1Il~5 :s~ "" CL ~i:40<n ......0.:;: nII-lS. ....~..~.... -V,!&; Q.f; . "I.. If! .... ~~ 0" iL~ / ~ ..j ~ ~.~ A,:g ...J; \l '" !:> = '" to- ..... 0::: 0. c::c S :5 o. .>, II) '0 o in = .jjj v '. o ..., f II. " 'c: .0 ... .'" c: '0 iL />. .p V l>- .c: .. .. ~ ... m ex "5 {3 J V t> t: t> .,. l'! : \ ~~ -:15 0>, 1m 1! D. -g ... :t g- o: - o . . o 5 ..rf\.........~. ... .... V . . uO"'U:>w/Q DP!Clno r- ..\....-, .~Lf ~.. '",:; I ~ .,~- AAMAINWWDA 10111.S.2-97 TEST REPORT SUMMARY Rendered to: -"~ MI HOME PRODUCTS, INC. SERIESIMODEL: 740/744/3740 TYPE: Aluminum Single Hung Window with Nail Fin Structural Test Pressure .Results H R45 52 x 72 45 f 24lb roax. 0.10 cfin! 6.75 sf +67.5 psi -70.8 sf P~sed Grade 10 Reference should be made to Report No. 01-40351.05 for complete test specimen description and data. ~. For ARCHITECfURAL TESTING, INC. -17f~ 4-~ Mark A. Hess, Technician MAH:baw ~.;7" ./f;~.~ ~4 MA/(<:;N ~"b::L. I .. ~ '-" Architectural Testing AAMA/N'W\VDA lot 11.$.2-97 TEST REPORX Rendered to MI HOME PRODUCTS, JNC. P.O. Box 370 Gratz, Pennsylvania 17030-0370 ~' Report No: 01-40351.05 'test Dates: 10/22/01 And: 10/23/01 Report Date: 03/20/02 Expiration Date: 10/23/05 Project Summary: Architectural Testing, Inc. (Atl) was contracted by ~ Home Products, Inc. to witness performance testing on a SeriesIModel 740/74413740, a1umin~ single hung window at MI Home Products, Inc. 's test facility in Elizabethville, Pennsylv8Irl,.a. The sample tested successfully met the performance requirements for a H-R45 52 x 72 rating. Test Specification: The test specimen was evaluated in accordance with AAMAINWWDA 1 0111.S.2-97, Voluntary Specifications for Aluminum. Vinyl (pVC) and Wqod Windows and Glass Doors. Test Specimen Description Series/Model: 740/744/3740 Type: Aluminum Single Hung Window With Nail Fin Overall Size: 4' 4-1/8" wide by 5' -5/8"high Active Sash Size: 4' 2-314" wide by 2' 11.5/8" high Fixed Daylight Opening Size: 4'1-118" wide by 2' 9" high Screen Size: 4' 1-7/8" wide by 2'11-5/16" high Finish: All aluminum was polished. Glazing Details: The active sash and fixed lite Were glazed with one sheet of 118" thick clear tempered glass. Each sash was channel glazed using a flexible vinyl gasket. ''-. 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com ~n. .;e...____ 2. () ft-1 A A c J./ 2. 4'6 2... :~ I . ~ 01-4035 LOS :Page 2 of 4 ',- Test Specimen Description: (Continued) Weatherstripping: Description 0.330" high by 0.187" backed polypi Ie with center fm Ouantity Location Row Fixed meeting rail interlock 0.170" high by 0.187" backed polypile with center fin 1 Row Fixed lite, stiles and top rail 3/8" diameter hollow bulb gasket . 1 Row Bottom rail 0.310" high by 0.187" backed polypile with center fin I Row:;': Active sash stiles .,.",,-,.. 0.150" high by 0.187" wide polypile Frame Construction: All frame members were constructed of ex:truded aluminum with coped, butted and sealed comers fastened with two screws each. . Fixed meeting rail was secured utilizing one screw in each end directly through exterior face into jamb. Silicone was utilized around exterior meeting rail/jamb joinery. Row Active sash s,tiles Sash Construction: All sash members were constructed of extrud~ aluminum with coped and butted corners fastened With one screw each. . Screen Construction: The screen friunewasconstructed from roll-fonnedaluminum members. with plaStic keyed corners. The screening consisted of a ;fiberglassmesh and was secured with a flexible vinyl spline.' . Hardware Description Quantity Location Plastic tilt latch 2 One each end of the interior Meeting rail. 13" from meeting rail ends One per jamp Metal sweep lock Balance assembly 2 2 Screen tension spring Tilt pin 2 One per end of screen stile 2 One each end of bottom rail '-'"' CU4- ?J'~h'._ 2 tS MA-'fr;;.H :Zo... 2. -- ~. ~i :S; I A ~ 0140351.05 , Page 3 of 4 Test Specimen Description: (Continued) Drainage: Sloped sill Reinforcement: No reinforcement was utiliZed Installation: The test specimen was installed into the #22 x 8 Spru~e-Pine-Fir wood buck with I" galvanized roofing nails through the nail fin every 8" on center. Polyurethane was used. as a sealant under the nail fin and around the exterior perimeter. . Test Results: The results are tabulated as follows: Paragra-ph 2.2 .6.1 Title of Test - Test Method. Allowed Results 24 lbs Operating Force 30 lbs max. Air Infiltration (ASTM E 283) , @ 1.57 psf (25 mph) 0.10 cfml~ 0.30 cfml~ max Note #1: The tested specimen meets the performance levels specified in AAMA/NWWDA 101lIS. 2-97for air infiltration. Water Resistance (ASTM E~ 547 -96) (with and without screen) WTP = 6.75psf No leakage 2.1.4. Uniform Load Deflection per ASTM E 330 (Measurements reported were taken on the meetingnnl) (Loads were held for 52 seconds) . @ 15.0 psf(positive) 0.86"* 0.29"max @15.0psf(negative) 0.81"* 0.29"max No leakage Note: * Exceeds L/175 for deflection, but meets all other test requirements. 2. .4.2 Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) @ 22.5 psf (positive) 0.01" 0.20" max. @ 22.5 psf(negative) <0.01" 0.20" max. Deglazing Test per ASTM E 987 In operating direction at 70 Ibs 2.2.1.6.2 Top rail Bottom rail 0.06"/12% 0.06"/12% 0.50"1100% 0.50"/1 00% In remaining direction at 501bs . . Left stile Right stile 0.03"/6% 0.03"/6% 0.50"/100010 0.50"/100% ~ 7;, A?-~t____ ~ '" MA"J1flc A Z OQ 2- . ~ 01-40351.05 Page 4 of 4 ,.~.;.. Test Results: (Continued) Paragraph Title oiTest - Test Method Results Allowed Forced Entry Resistance per ASTM F 588-97 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al thru A5 Test A7 No entry Lock Manipulation Test No entry No entry No entry No entry No entry \.,. "..; ~. Optional Performance Uniform Load Deflection per ASTM E 330 (Measurements reported were taken on the meting rail) (Loads were held for 52 seconds) @45.0psf(positive) 0.91"* @45.0psf(negative) 0.97"* * Exceeds LI175 for deflection, but meets all other test requirements. 0.29" max 0.29" max Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the meeting tail) (Loads held for 10 seconds) @ 67.5 psf(positive} 0.14" 0.20" max. @ 67.5 psf(negative) 0.19" 0.20" max. @ 70.8 psf(negative) 0.20" 0.20" max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by A TI for a period of four years. The above results wer~ secured by using the designated test methods and they indicate compliiuice with the perform~ce requirements of the above referenced specification. This report does not constitute certilcation of this product, which may only be granted by the certification program administrator. For ARCHITECTURAL TESTING, INe: ,4~.-4,~" Mark A. Hess Technician MAH:baw 01-40351.05 ~~~" Allen N. Reeves, P .E, Director - Engineering Service'? ;z, t:> """'A -'f c).j .26d 2.... ~I