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Home My WebLink About05-4074 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 4074 Permit Number: Permit Type: Class of Work: Proposed Use: Square Feet: Est. Value: Improv. Cost: Date Issued: Total Fees: Amount Paid: Date Paid: Work Desc: 4074 ADDITION/ALTERATION 434-ADD/AL T RESIDENTIAL SINGLE FAMILY RESIDENTIAL Address: 38219 B XWO D DR ZEPHYRHILLS, FL. Township: Range: Book: Lot{s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 1,711.14 4/12/2005 60.00 60.00 4/12/2005 CHANGE 5 WINDOWS Name: NEIL HOWARD Address: 38219 BOXWOOD DR ZEPHYRHILLS, FL. 33542 Phone: 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 NO OCCUPANCY BEFORE C.O. ,/ ~~ CONTRACTOR SIGNATURE PERM IT OFFI 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 0 It 813-780-0020 FAX: 813-780-0021 ~ ''1 / OS DATE RECEIVED '-1 ;;J, I PHONE CONTACT FOR PERMITTING ~ \ 3-U ? - 3~ OWNER'S NAME fv~\ t- I ~V~ ~e2,{ff) ~6/(V\'(~:P 1v', UfltVvhlll' PHONE ~(~783---89.iS/ JOB ADDRESS fA- ~"ISv.V LEGAL DESCRIPTION: LOT(S) BLOCK PARCEL I ~ # D Z- Zh -02-1 A - {0 g (j~ - [l) iZ-O SUBDIVISION jI~~~ {OBTAIN FROM PROPERTY TAX NOTICEl WORK PROPSED: ONEW CONSTRUCTION o SIGN o ADDITION o ALTERAT ION o REPAIR f{INSTALL o MOVE o DEMOLISH PROPOSED USE: OSGL FAMILY DWELLING o COMMERCIAL OMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME o OTHER DESCRIPTION OF WORK c=J RESTAURANT & HEALTH DEPARTMENT APPROVAL f-!.L- /)I{~ rvvS ~ M C/JfJN:rf. (7J ?-( CJ BUILDING SIZE SQUARE FOOTAGE HEIGHT RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. & (1) SET ENERGY FO":!J) t' " "" '" \Q\'G FORMS. (71!-1'/ PERMITS REQUESTED )1' BUILDING $ VALUATION OF TOTAL CONSTRUCTION 0 ELECTRICAL AMP SERVICE 0 Progress Energy 0 W.R.E.C. 0 PLUMBING o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY 0 OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES 0 NO [~-~':_~~~";;:',~ ~:~.:_'~~.~~_-~==-~~,~""~~-_ .'._~. '._, ._~~-_ - , ,. '. _ _ _ '_~~.~,':.,~~_~~~~.-"~'_~~~~~~_~,~-_~~=~2~;) BUILDER COMPANY SIGNATURE STATE CERT OR REGIST # ****************************************************************** ELECTRICIAN COMPANY SIGNATURE STATE CERT OR REGIST # ****************************************************************** PLUMBER COMPANY SIGNATURE STATE CERT OR REGIST # ****************************************************************** MECHANICAL COMPANY OTHER STATE CERT OR REGIST # * * * * * * * * * * * * m,ki *i!i:~~:::: * Z;;~ij * *~ 1;;;* tT STATE CERT OR REGIST # II1L C./ZL 6J-rf L i / l11 ()131a:, , A. NOTIGE 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. Appliqation 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: CONTRACTOR SIGNATURE: OWNER OR AGENT acknowledged ,20_ 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) Dwho is personally known to me, or (name of person acknowledged) C1ho is personally known to me, or D who has produced (type and wrioD did 0 did not of identification) take an oath. Owho has produced (type of identification) and who Odid Oiid not take an oath Signature of person taking acknowledgment Signature of person taking acknowledgement Name typed, printed or stamped Name typed, printed or stamped LOWE.S COIII....n....nc. 8529 South Park Cr. Suite 430 Orlando, Florida 32819 Bus. 407/370-2872 Fax. 407/352-6309 Date: 3(~~d()( To: City of Zephyrhills Building Department 5335 8th Street Zephyrhills, Florida 33542 From: Rebeca Alicia Banuelos-Bernard I hereby authorize the following individual, Michael L. Berkman, to act as my agent to apply for, sign for and pick up permits under my State Certified Residential Contractor's License, CRC 057468. Address of Job: Homeowner Name: N€/LJ lJtw~ """3>~ V',\ eb)(\Nti!1 'Pr-. ~AVyJlltb , (!.L 3~ Nv- ~/lt- ~"'( W{tJlI"W..s t; f4... . City: Type of Work: Thank you for your assistance. Sincerely, Rebeca Alicia elos-Bernard Regional Installed Sales Manager Primary State Qualifier CRC 057468 c@~~1~hi~ No.public My commission expires ~......~~~:ff;:';?" Rebecca Velez l:r-a};...~;% MY COMMISSION # DD176963 EXPIRES ~""'.~.:,;<ff Januar'l12, 2007 '-;>i... '.0-.;.... BONDED THRU TROY fAIN INSURANC~ INC "',,9fl'~:'\" - The Sunshinc State - LICeISE Nl.-ER 8625-552-52-448-0 MICHML LOUIS IERKMAN 112M TAIMNX AVENUE PORT RICHEY, PI. It. Z300 _ DATE SEX HGT. REST 12..-42 M &-07 BClOIlSE ISSUED 0&41..o:z EXPIRES 12448 DUPLICAtE ~ SAFE DRIVER .., d ... 11. ",0 i5~ ~"': U'" o III ...J11. o w 00 . 00 . .0 o . .00 . .IDID . .0 < . .mm . << . .ID << . < ~ ': I ~ ;0 '-q- i'" w 1.1- ~ ;(J) z Z r-- N 0 f~ ~ i " " " ~ . B i i~ g ~rn o (,)0(,)(,) . o . . _ .0 .IDlDmm . < . . . .m <<<< . < (,)0 0(,)(,) . . . . .IDlD <<< . . << 0(,)(,) (,)0 . . . . .lDIDlD << " . <<< "- CIl ~ 0- k! .5 Ir II U ... UI 0 >-Z II 0:0 > i!i~ " '" "';! 0 <CIl ..., ::E~ II ~ ~i .. .. "'< " lj!o: 0 < - > ,:r~ ~ wu ~~ :: ~ . W 11. Zo I: 0::1 0> 0-, -= 11.0 <z 0 :-- * /j<15". ~~~ ~~~ o ~ ~ 9 0 o 000 _ uo ..... "'u .. mmm._ <<<<<~ < (,)0 uuu .. .- ... .. ..mm <<< ... - << 0(,)00 o(.) .. .. ... ... .. _ID m. ED OJ <<<<<< ''l;~'' uuuou <-<<.-l< ~ .l: '" c.:? 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SERlESIMODEL: 740/744/3740 TYPE: Aluminum Single Hung Window with Flange Title of Test Results Rating H-R45 53 x 73 Overall Design Pressure 45 psf Operating Force 23 Ibs max. Air Infiltration 0.10 cfmlfe Water Resistance 6.75 psf Structural Test Pressure +67.5 psf -70.8 psf Deglazing Passed Forced Entry Resistance Grade 10 Reference should be made to Report No. 01-40351.06 for comp lete test specirnen description and data. '-I' For ARCHITECTURAL TESTING, INe. /IIJ 4- ~ Mark A. Hess, Teclmician MAH:baw ~ ?J. ...-€.. ___ ".s/ ~/9~-:.jJ "2..;Deo~ I .. ~ Architectural Testi ng ,,,-",,, AAMAfNWWDA 10111.S.2-97 TEST REPORlT Rendered to: MI HOME PRODUCTS, INe. P.O, Box 370 Gratz, Pennsylvania 17030-0370 Report No: 01-40351.06 Test Date: 10/22/01 And: 10/23/01 Report Date: 03/20/02 Expiration Date: 10/23/05 Project Summary: Architectural Testing, Inc. (AT!) was contracted by MI Home Products, Inc, to witness performance testing on a Series/Model 740/744/3740, aluminum single hung window at MI Home Products, Inc.'s test facility in Elizabethville, Pennsylvania. The sample tested successfully met the performance requirements for an H-R45 53 x 73 rating. , Test Specification: The test specimen was evaluated in accordance with AAMAINWWDA 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. '~< Test Specimen Description: SerieslModel: 740/744/3740 Type: Aluminum Single Hung Window With Flange Overall Size: 4' 4-7/8" wide by 6' 0-l/8" high Active Sash Size: 4' 2-3/4" wide by 2' 11-3/4" high Fixed Daylight Opening Size: 4' 1-1/8" 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: 717764.4129 www.archtest.com ~ 7),.--ec _ .2,,, ,." A A C )I 2.. OI!!J 2- I .. ~ 01-40351.06 Page 2 of 4 ~' Test Specimen Description: (Continued) Weatherstripping: Descri?tion Quantity Location 0.330" high by 0.187" backed polypile with center fin 1 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 0.310" high by 0.187" backed polypile with center fm 1 Row Bottom rail 1 Row Active sash stiles ............. 0.150" high by 0.18T' . wide polypile Frame Construction: All frame members were constructed of.extruded aluminum with coped, butted and sealed corners 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 raiUjamb joinery. 1 Row Active sash\stiles Sash Construction: All sash members were constructed of extruded aluminum with coped and butted comers fastened with one screw each. Screen Construction: The screen frame was constructed from roll formed aluminum members witll plastic keyed corners. The screening consisted of * fiberglass mesh and was secured with a flexible vinyl spline. Hardware: Description Quantity Location Plastic tilt latch 2 One each end of the interior meeting rail Metal sweep lock Balance assembly 2 13" from meeting rail ends One per jaJiTIb 2 Screen tension spring 2 One per end of screen stile Tilt pin 2 One each end of bottol1l.r~i-i --. ~.'j? ~ ,,:-=. ;z. / fl1,A ~ < Ii :z 00 ::z- I .. .~ 01-40351.06 Page 3 of4 ~" Test Specimen Description: Drainage: Sloped sill Reinforcement: No reinforcement was utilized. Installation: The test buck was fabricated from 2 x 8 #2 Spru.ce-Pine-Fir. The unit was secured utilizing three 1-5/8" drywall screws through the jamb track, 5" from sill, 1-3/4" below meeting rail and 1" from head. The head utilized drywall screws 3-112" from jambs and midspan. Exterior perimeter was sealed with silicone. Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed 2.2.1.6.1 Operating Force 23 lbs 30 lbs max. 2.1.2 Air Infiltration per ASTM E 283 (See Note #1) @ 1.57 psf (25 mph) 0.10 cfm/fi? 0.30 cfrn/ft2 max. Note #1: The tested specimen meets (or exceeds) the perfomance levels specified in AAMA/NWWDA 101lIS. 2-97 for air infiltration. 2.1.3 Water Resistance per ASTM E 547-96 (with and without screen) WTP = 2.86 psf See Note #2 No leakage ........... Note #2: The client opted to start at a pressure higher than the minimum required. Those results are listed under "Optional Performance". 2.2.1.6.2 Uniform Load Structural per ASTM E 330-97 (Measurements were taken on the meeting rail) @ 22.5 psf (positive) @ 22.5 psf(negative) See Note #2 Deglazing Test per ASTM E 987 In operating direction at 70 lbs 0.20" max. 0.20" max. 2.1.4.2 Top rail Bottom rail 0.06"/12% 0.06"/12% 0.50"/100% 0.50"/100% In remaining direction at 50 lbs Left stile Right stile 0.03 "/6% 0.03"/6% 0.50"/100% 0.50"/100% "'-'" ezu...... ')1. ~ .::z) /0,1O~c;J20o.2.. I .. ~ 01-40351.06 Page 4 of 4 ................. T est Results: (Continued) Paragraph 2.1.8 Title of Test - Test Method Results Allowed Forced Entry Resistance per ASTM F 588-97 Type: A Grade: 10 Lock Manipulation Test Test Al thru A5 Test A 7 No entry No entry No entry No entry No entry No entry No entry No entry Lock Manipulation Test Optional Performance 4.3 Water Resistance per ASTM E 547-96 (with and without screen) WTP = 6.75 psf No leakage Uniform Load Deflection per ASTM E 330-97 (Measurements were taken on the meeting rail) (Loads held for 52 seconds) @ 45.0 psf(positive) 0.95* @ 45.0 psf(negative) 0.79* No leakage 4.4.1 0.29" max. 0.29" max. ~- * Exceeds L/175 for deflection, but meets all other test requirements 44.2 Uniform Load Structural per ASTM E 330-97 (Measurements were taken on the meeting rail) (Loads held for 1 0 seconds) @ 67.5 psf (positive) @ 67.5 psf (negative) 0.14" 0.16" 0.20" max. 0.20" max. 4.4.2 @ 70.8 psf (negative) 0.19" 0.20" max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the deSIgnated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product which may only be granted by the certification program administratoL for ARCHITECHJR.P._L TESTING, INC: ?J/~ 4- /~~ Mark A. Hess Technician / ~'" -...::, ~17, ~...v.- Allen N. Reeves, P,E. Director - Engineering ServLC:~:S 2 j M A}( eJi Z O~"?-- '~ iV1AHbaw o l403 5 i .06