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Home My WebLink About05-4695 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 4695 Permit Number: 4695 Permit Type: ADDITION/ALTERATION Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: MOBILE HOME SUBDIVISION Square Feet: Est. Value: Improv. Cost: 2,300.00 Date Issued: 7/14/2005 Total Fees: 67.50 Amount Paid: 67.50 Date Paid: 7/14/2005 Work Desc: 7 - NEW WINDOWS Address: 37642 LANDIS AVE ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: GRAND HORIZONS Parcel Number: Name: ROBERT & PEGGY CAIN Address: 37642 LANDIS AVE ZEPHYRHILLS, FL. 33542 Phone: IC H PL 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, REINSPEcnON 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 SIGNA RE PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I .. ~ Architectural Testing March 26, 2003 Marsh Fernbaugh, Dire~tor of Testing Aiside Window Company 3773 State Road Cuyahoga Falls, Ohio 44309-1365 .KE: Alside 0201 Vinyl Double Hung Wmdow (3' 0" wide by 6' 0" tall) Installed to Wood Framing Dear Mr. Fernbaugh. I have performed an installation fastener analysis for your 0201 double hung window installed to wood framing, The window size considered was 3' 0" wide by 6' 0" tall. The design wind pressure for this window, as determined by the testing documented in ATI Test Report 05-30324.05, is +/- 55.0 PSF. My analysis assumed using #8 wood screws with a minimum penetration to the wood framing of 1-1/4". The wood framing must be Spruce-Pine-Fir with a specific gravity of G=0.42 or better. To safely resist the design wind pressure of the three sizes considered, 6 such screws are required. At installation, use three screws in each jamb: one near the top corner, one near midspan and one near the bottom comer. This installation detail is appropriate for smaller windows of this model subjected to the same design wind pressure. If you have any questions regarding my analysis, please contact me. Sincerely, ARCHITECTURAL TESTING, INC JAR:jar cc: 05-30324.05 .<~"~,,,,<_,.,.,,\~,,'."Ii":';, "/," "" . . . ~ . :, ::-..... :~'~.,.....: ".' .. '-~" '. ......./.' ..... " . ~ .. ....... , " ". . ,~. ,. ~ (:. .' . .--~.. - -~ )":, : ..'f;":~ 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764,4129 www.archtest.com :,". ~-,,'~,':S':' ~-,~';:;i;,~:> If' ".. "', ", ',', ~e/~Y V 3/Z7/d j , "'ll .....ojg ........~ UJln I ~-t [!~ W~Z ~(J'\P pOlP f\) ~::!.g ,,0< Ul'" n ;S 'i ~ 0 ~ l.. (II Z 1"1 "- ~ .- n ~ -I J> Z r ]> J:: (I) ~ ..... t::;t ~ J"'l 0 < t::;t fT1 .... r z t::;t 0 0 f\) w < C) I .... 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C n ZS z I:l AAMA/NWWDA 10I/1.S.2-97 TEST REPORT SUMMARY Rendered to: ALSIDE WINDOW SYSTEMS SERIES~ODEL: 0201 ~E:PVCDoobreHmgWmd~ Results Title of Test Test Specimen #1 Test Specimen #1- Test Specimen #3 Test Specimen #4 AAMA Ratins: H-LC30 48 x 78 H-LC3S 44 x 77 H..;LC4S* 44 x 60 ' H-LCSS. 36 x 72 - Force 28 lb max. N/A N/A N/A Air Infiltration 0.16 cfmift2 N/A N/A " N/A Water Resistance Test Pressure 9.0 Dsf N/A N/A N/A Uniform Load Deflection Test Pressure 30 Dsf 35 risf 45 Dsf 55 Dsf Uniform Load Structural Test PressUre :1:45.0 Dsf :1:52.5 Dsf :1:67.5 Dsf :t82.5 'Psf De~lazin~ Passed N/A N/A N/A Forced Entry Resistance Passed N/A N/A N/A Reference should be made to AT! Report No. 05-30324.05 for complete test specimen description and data. . ~ Architectural Testing ~A 101/1.S.2-97 TEST REPORT Rendered to: ALSlDE WINDOW SYSTEMS 3773 State Road Akron, Ohio 44309-1365 Report No: 05-30324.05 Test Dates: 01/10/02 And: 01/23/02 Report Date: 02118/03 Expiration Date: 01/23/06 Project Summary: .Architectural Testing, Inc. (AT!) was contracted to perform tests on four 8eriesIModel DH6WW/SLOPE, PVC double hung windows at the Veka, lnc. facility in Fombell, pennsylvania. The samples tested successfully met the perfomiance requirements for the following ratings: Test Specimen #1: H-LC30 48 x 78; Test Specimen #2: H-LC35 44 x 77; Test Specimen #3: H-LC45* 44 x 60, and Test Specimen #4: H-LC55* 36 x 72. Test specimen descriptions and results are reported herein. General Note: An asterisk (*) next to the performance grade indicates that the size tested for optional performance was smaller than the minimum test size for the product type and class. Test Specification: The test specimen was evaluated in accordance with AAMAINWWDA 101/18.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood, Windows and Glass Doors. Test Specimen Description: SerieslModel: 0201 Type: Poly Vinyl Chloride (PVC) Double Hung Window Test Suecimen #1: H-LC30 48 x 78 Overall Size: 4' 0" wide by 6' 6" high Top Sash Size: 3' 8-5/8" wide by 3' 1-3/8" high Bottom Sash Size: 3' 9-5/8" wide by 3' 2-3/8"high Screen Size: 3' 8-5/16" wide by 3' 2-11/16" high 130 Deny Court York, PA 17402.9405 pl:1one: 717.764.7700 fax: 717.764.4129 www.archtest.com 05-30324.05 Page 20f8 Test Specimen Description: (Continued) Test Soecimen #2: H-LC35 44 x 77 Overall Size: 3' 8" wide by 6' 5" high Top Sash Size: 3'4-5/8" wide by 3' 0-7/8" high Bottom Sash Size: 3' 5-5/8" wide by 3' 1-7/8" high Test Soecimen #3: H-LC45* 44 x 60 Overall Size: 3' 8" wide by 5' 0" high "I Top Sash Size: 3' 4-5/8" wide by 2' 4-1/4" high Bottom Sash Size: 3' 5-5/8" wide by 2' 5-5/16" high Test Soecimen #4: H-LC55* 36 x 72 OverJdl Size: 3' 0" wide by 6' 0" high Top Sash Size: 2' 8-3/4" wide by 2' 10-3/8" high Bottom Sash Size: 2' 9-3/4":wide by 2' 11-3/8" high The following descriptions apply to all specimens. , Finish: All vinyl was white. Glazing Detalls: The sash were exterior glazed with 13/16" thick sealed insulating glass fabricated from two sheets of 1/8" clear annealed glass and a metal spacer system. The insulating glass was set onto a double-sided adhesive tape and secured with rigid vinyl glazing beads. Frame Construction: The PVC frame was constructed using mitered and welded comer construction. A rigid PVC adapter was applied to the head. Sash Construction: The PVC sash were assembled using mitered and welded' comer construction. Screen Construction: The screen was constructed from extruded aluminum. The comers were miter cut and secured with comer keys. Fiberglass mesh screen cloth was held-in-place with a flexible spline. Test Specimen Description: (Continued) Weatherstripping: Descrintion 0.187" backed by 0.200" high pile with center fin 0.187" backed by 0.260" high pile with center fin 0.187" backed by 0.260" high pile with center fin \ 0.18711 backed by 0.350" high pile with center fin 0.18711 backed by 0.550" high vinyl jacket/foam filled bulb 0.18711 backed by 0.300" diameter, offset vinyl jacket/foam filled bulb . l" by 1/2" x 0.250" high . adhesive backed pile pad Hardware: DescriDtion Metal cam lock and keeper Constant force balance system with locking tilt shoe Plastic spring-loaded tilt latch Die cast sash tilt pin PVC sash stop Ouantitv lRow 1 Row 2 Rows lRow lRow 1 Row 4 Quantity 2 4 4 4 4 Location Lock rail Head insert, sill, top rail .. Sash stiles 05-30324.05 Page 3 of8 Exterior meeting rail (exterior) Exterior meeting rail (interior) Bottom rail Meeting rails, one at each end Location Lock rail, 8-1/2" from each end Two per jamb Top comers of sash Bottom comers of sash Jambs, one at each end Test Specimen Description: (Continued) Drainage: Description Ouanti~ 7/811 wide by 3/16" high weepslot 2 3/4" wide by 3/1611 high weepslot 2 -', 1-1/4" wide by 1/2" deep weepslot 2 3/8" wide by 1/811 deep weepslot 4 05-30324.05 Page 4 of8 Location One 2-114" from each .end of the exterior sill face (with flaps), one at each end of the center sill wall Sill screen track, one at each end .. Sill, one at each end of the interior jamb track Bottom sash rail and exterior meeting rail, one at each end Reinforcement: The lock rail contained a rectangular shaped, formed steel reinforcement measuring 0.649" x 0.461" x 0.047" (reference draWing #2707). The exterior meeting rail and sash stiles contained a "U' shaped steel reinforcement measuring 0.781" x 0.40011 X 0.04711 (reference drawing # 2709). Installation: The unit was installed in a. wood buck constructed of Spruce-Pine-Fir construction lumber and sealed at the exterior perimeter with a silicone sealant. A 3/4" x 3/4" wood stop was applied to the interior and . exterior perimeter and secured with 2" drywall screws spaced approximately 16" on center. 05-30324.05 Page 5 of8 Test Results: The results are tabulated as follows: Paralmlllh Title of Test - Test Method Results Allowed Test SDecimen #1: H-LC30 48 x 78 2.2.1.6.1 2.1.2 Operating Force 28 1bs Air Infiltration per ASTM E 283 @ 1.57 psf(25 mph) 0.16 cfmltr 35 lbs max. 0.3 cfmltr max. Note #1: The tested specimen meets the performance levels specified. in AAMAJNWWDA 1 01/L8.2-97 for air infiltration. , 2.1.3 Water Resistance per ASTM E 547-00 (with and without screen) WTP = 3.75 psf No leakage No leakage 2.1.4.2 Uniform Load Structural per ASTM E 330-97 . (Measurements reported were taken on the exterior meeting rail) @37.5 psf(positive) 0.03" 0.179" max. @37.5psf(negative) 0.03" 0.179I1max. 2.2.1.6.2 Deglazing Test per ASTM E 987 Top Sash In operating direction at 70 lbs Lift Rail 0.060"/12% 0.500"/100% Meeting Rail 0.060"/12% 0.500"/100% In remaining direction at 50 lbs Left Stile 0.060"/12% 0.500"/100% Right Stile 0.030"/6% 0.500"/100% Bottom Sash In operating direction at 70 lbs Lift Rail 0.060"/12% 0.500"1100% Meeting Rail 0.060"/12% 0.500"/100% In remaining direction at 50 lbs Left Stile 0.030."/6% 0.500"/100% Right Stile 0.0.30."/6% 0..500."1100% 05-30324.05 Page 6 of8 Test Results: Para2raoh Title of Test - Test Method Results Allowed Test SDecimen #1: H-LC30 48 x 78 (Continued) 2.1.7 Welded Comer Test Meets as stated Meets as stated 2.1.8 Forced Entry Resistance per AAMA 1302.5-76 Tests A through G No entry . No entry Qptional performance 4.3 Water Resistance per ASTM E 547-00 (with and without screen) WTP = 9.0 psf No leakage No leakage , 4.4.2 Uniform Load Structural per ASTM E 330-97 (Measurements reported were taken on the exterior meeting. rail) @45.0psf(positive) 0.04" 0.179" max. @45.0psf(negative) 0.06" 0.179" max. Test Snecimen #2: H-LC35 44 x 77 optional Performance: 4.4.1 Uniform Load Deflection per ASTM E 330-97 (Measurements reported were taken on, the exterior meeting rail) @ 35.0 psf(positive) 0.44" See Note #2 @35.0psf(negative) 0.46" See Note #2 . Note #2: The Uniform Load Deflection test is not an .AA.MAJNWWDA 101n.S.2-97 requirement for: this product designation. The data in this report is for information only. 4.4.2 Uniform Load Structural per ASTM E 330-97 (Measurements reported were taken on the exterior meeting rail) @.52.5 psf(positive) 0.03" 0.163" max. @ 52.5 psf(negative) 0.03" 0.163" max. 05-30324.05 Page 7 of8 Test Results: (Continued) Title of Test - Test Method Results Allowed . Paralmlllh Test SDecimen #3: H-LC45* 44 x 60 Ol;>tional Performance: 4.4.1 Uniform Load Deflection per ASTM E 330-97 (Measurements reported were taken on the exterior meeting rail) @ 45.0 psf (positive) 0.60" . See Note #2 @45.0psf(negative) 0.53". See Note #2 4.4.2 . Uniform-Load Structural per ASTM E 330-97 (Measurements reported were taken on the exterior meeting rail) @ 67.5 psf(positive) 0.02" 0.163" max. @ 67.5 psf(negative) 0.04" 0.163" max. Test Snecimen #4: H-LC55* 36 x 72 pptional Performance: 4.4.1 . Uniform Load Deflection per ASTM E 330-97 (MeaSurements reported were taken on the exterior meeting rail) @ 55.0 psf(positive) 0.40" See Note #2 @55.0psf(negative) 0.27" See Note #2 4.4.2 Uniform Load Structural perAS™ E 330-97 (Measure~ents reported were taken on the exterior meeting rail) @ 82.5 psf(positive) 0.06" 0.131" max. @ 82.5 psf(negative) 0.02" 0.131" max. U:>-:';U:';l4.U:> Page lS of lS This report is reissued in the name of Alside Window Systems through written authorization of Veka, lnc. to whom the original report was rendered. The original Veka, Inc. Report No. is 05-30324.01. Detailed drawings, representative samples of the test specimen, and a copy of this report \\rill be retained by A TI 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 administrator. This report may not be reproduce except in full without the approval of .A.Ic:hitectural Testing. For ARCHITECTURAL TESTING, INC: tR~~ j/ v7 ()/ ; 1?1./f~ L d Steven M. Urich, P.E. Seni,9r P;oject Engineer 2/18 If) :r Digitally signed by Lynn George Lynn George Proj ect Manager LG:baw 05-30324.05 CITY OF ZEPHYRHILLS PERMIT APPLICATION BUILDING DEPARTMENT 5335 8TH St, Zephyrhills, FL 33542 813-780-0020 FAX: 813-780-0021 .~ DATE RECE IVED '7/S /OS PHONE CONTACT FOR PERMITTING OWNER'S NAME ih-CrAT' -S tn J?~ ~~ PHONE 51/3 -71l.:z -Db 9 'I JOB ADDRESS 576r,/;( f~ ~. [/;t"f'.Ly...tL&f//, 53,~/ LEGAL DESCRIPTION: LOT (S) 7 J BLOCK SUBDIVISION.tf~ ;./ ~ PARCEL 10 # (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPSED: 0 NEW CONSTRUCTION o ADDITION DALTERATION o REPAIR ~ INSTALL o SIGN PROPOSED USE:~SGL 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 D RESTAU~NT & HEALTH D~P~MENT APPROVAL Jl~w~ ( 7) BUILDING SIZE SQUARE FOOTAGE IbO{) 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 FORMS. F~rtS . J;> &'7 ,5Q / PERMITS REQUESTED ~ILDING $ bJ..300 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 o NO BUILDER SIGNATURE )<?2~L/ fn,.~ COMPANY 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 COMPANY SIGNATURE STATE CERT OR REGIST # 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 unde!signed assumes responsibil.ity 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 stat& 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 aone 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 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 , 2~ 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 of identification) take an oath. Dwho has produced (type of identification) and who Ddid [}:lid not take an oath Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped