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HomeMy WebLinkAbout03-2334 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 2334 Permit Number: 2334 Issued: 8/29/2003 Permit Type: GENERAL BUILDING PERMIT Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: NOT APPLICABLE Sq. Feet: Est. Value: Cost: 2,400.00 Total Fees: 67.50 Amount Paid: 67.50 Date Paid: 8/29/2003 Address: 38123 8TH AVE ZEPHYRHILLS, FL. Township: Range: Lot(s): Block: Section: Book: Page: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: Name: PHILLIPS HOME IMPROVEMENT CO Addr: PO BOX 4511 PLANT CITY, FL. 33564 Phone: Lic: RR-0053044 Work Desc: WINDOWS REPLACEMENT Name: FLORIDA PREFERRED PROPERTIES Address: 38123 8TH aVE ZEPHYRHILLS, FL. 33542 Phone: , Il / r/. 03 J.r ( (1 " . /11"0 I /(" (LUf tf PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED LINTEL PRE-METER WATER FINAL MECHANICAL FRAME Mise SEWER MISC INSULATION WALL Mise MISC. MISC. INSULATION CEILING . MISC. MISC. MISC. DRIVEWAY i MISC. MISC. FIRE O~F>T,FrNA[ I J ''':-~'.'.';l--~'''"-'.''" '. ......." REINSPECTION FEES: When extra inspection trips are necessary due to any on...of the following r sons, a charge of Thirty-Five Dollars ($35.00) shall be made for each trip for each ~de: ( ft ..:f1-Z ~ 4~~ (a) Wrong address (b) Condemned work resulting from faulty construction (c) Rep'a,irs or correctio~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." NO OCCUPANCY BEFORE C.O. ~d~ ..~~ ONTRACTORS' ATURE PERMIT OFFI LL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS PERMIT APPLICATION BUILDING DEPARTMENT 5335 8th Street, Zephyrhills, FL 33542 . 813-780-0020 FAX:813-780-0021 JIr~/;I':3 DATE RECEI~ PLANS REVIEW FEE OWNER'S NAM~~.dk(J~ JOB ADDRESS 3810)"3 g J-J. ()V..( ~~~ }./a / LEGAL DESCRIPTION: LOT (S)//_I J../ 3 BLOCK if? PARCEL ID # 1/-.J(,,,e2/-t/6/0,-097t1CJ_tJ/lb PHON~~#~1 ~ 33S-YI CdI_f9f3 ~?f~ 400/ SUBDIVISION (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPSED: ONEW CONSTRUCTION o ADDITION OALTERATION B-'REPAIR o INSTALL o SIGN o MOVE o DEMOLISH PROPOSED USE: ~GL FAMILY DWELLING OCOMMERCIAL OMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME o OTHER DESCRIPTION OF WORK RESTAURANT & HEALTH DEPARTMENT APPROVAL e..e. 1,(/, jJ j~ C/M.. s-;, ~O SQUARE FOOTAGE /:J?O Sf' ~r V ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. BUILDING SIZE HEIGHT RESIDENTIAL: COMMERCIAL: ~LDING $/)'-100.01) PERMITS REQUESTED VALUATION OF TOTAL CONSTRUCTION o ELECTRICAL AMP SERVICE o FLORIDA POWER o W.R.E.C. o PLUMBING o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: ~OCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAO YES o NO SIGNATURE ~~ iJp BUILDER ****************************************************************** ELECTRICIAN COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ****************************************************************** PLUMBER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE *******i"********************************************************** MECHANICAL COMP1\NY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE OTHE **********************************~****************************** COMPANY STATE CERT OR REGIST # CITY PROCESSING # ******************************************************** ~OTICE 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 portions 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 indication 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 tif 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 $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT". ~~'If2~f SIGNATURE: O~T ~f~ SIGNATUR. CONTRACTOR . acknowledged , 20_ ~~~~~Y O~/LORIDA #r.l/Jbt uqL The foregoing instrument wa~cknowledged..., Before e this' day of _j;/I...d- , 20 ()...5 b . Y (na..e ()f perCOi1 acknow12dyed) !)tho is personally known to me, or STATE OF FLORIlli\ COUNTY OF The foregoing instrument was Before me this _ day of by (name of person acknowledged) Owho is personally known to me, or of identification) take an oath. Owho has produced . (type of identification) ~id not take an oath Owho has produced (type and whoO did Odid not Signature of person taking acknowledgement person taking acknowledgment J If,Ji ew~' Name", '" p:BetIb.y:'il'd lmx:lr~mped i~~Comm.i~~ion # CC 977967 :!li <1.1 Expl.re~ ~ov. 20,2004 '\~ .,..~'$l Jl"l1ded Thru ~",g~l~~\"~ AlInnUc JlQl1dill~ Co., Inc. Name typed, printed or stamped ;" ., "\ AAMAlNWWDA 101/1.S.2-97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. SERlESIMODEL: 165/3000 Flange TYPE: Aluminum Single Hung Window in Beveled Buck Summa of Results H-R35 53 x 72 161b max, 0.27 cfrnlft 5.30 sf +35.3 psf -47.2 sf +53,0 psf -70.8 sf Passed Grade 10 Title AAMA Ratin o eratin Force Air Infiltration Water Resistance Test Pressure Uniform Load Deflection Test Pressure Uniform Load Structural TestPressure Reference should be made to ATI Report No, 01-42249.02 for complete test speclmen description and data. C:0'd SC0(, c9Z (,']:(, SlJnaO~d 3WOH I W C:0:Z']: [00c-[']:-~~W " I . ~ Architectural Testing AAMA/NWWDA lOl/I.S.2-97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. P .0, Box 370 650 West Market Street Gratz, Pennsylvania 17030-0370 Report No: 01-42249.02 Test Date: 07/15/02 Report Date: 08/13/02 Expiration Date: 07/15/06 Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Home Products, Inc, to witness performance testing on a SeriesIModel 165/3000 Flange, aluminum single hung window in a beveled buck at their facility in Elizahethville, Permsylvania. The sample tested successfully met the performance requirements for a H-R35 53 x 72 rating. Test Specification: The test specimen was evaluated in accordance with AAMA/NWWDA 10111.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 165/3000 Flange Type: Aluminum Single Hung Window in Beveled Buck Overall Size: 4' 5-1/8" wide by 6' 0" high Interior Sash Size: 4' 2-11/16" wide by 2' 9-1/8" high Fixed Daylight Opening Size: 4' 1 II wide by 2' 9-3/8" high Screen Size: 4' 2" wide by 2' 11-3/4" high Finish: Aluminum was painted white. Glazing Details: The test specimen was single glazed using 3/16" thick clear annealed glass. The lites were interior glazed onto a silicone bedding and secured with PVC snap-in glazing beads, 130 Derry Court York, PA 17402-9405 phone: 717.764.nOO fax: 717.764.4129 www.archtest.com ~0'd SC0C:'.. c9~ c:'..'tc:'.. SlJnaO~d 3WOH IW c0:E't E00c-~'t-~~W 01-42249.02 Page 2 of5 Test Specimen Description: (Continued) Weatherstripping: Description Quantity Location 0.250" high by 0.187" backed polypile with center fin 2 Rows Active sash stiles 0.250" high 0.187" backed polypile with center fin 1 Row Fixed meeting rail innerlock 1/4" foam filled dual-leaf vinyl bulb seal 1 Row Bottom rail 3/4" X I" wool pile 4 pieces All exterior comers of active sash Frame Construction: The frame was constructed of extruded aluminum. Corners were coped, butted, sealed and fastened with two #6 xl" screws through the head and sill into jamb screw bosses, End caps were utilized on the ends of the fixed meeting rail and secured with two 1-1/4" screws per cap. Meeting rail was then secured to the frame utilizing two 1-114" screws. Sash Construction: The sash were constructed of extruded aluminum. Comers were coped, butted, sealed and fastened with one #6 x 111 screw through the bottom and meeting rail into the stile screw bosses. Screen Construction: The screen frame was constructed from roll-formed aluminum members with keyed corners. The fiberglass mesh was secured with a flexible spline. Hardware: Description Quantity Location Metal sweep lock 2 7-112" from stiles on interior meeting rail Balance assembly 2 One per jamb Plastic tilt latch 2 Each end interior meeting rail Metal tilt latch pins 2 Each end bottom rail Screen spring-loaded retainer pin 2 6-3/4" from rails on stile v0'd SC:0", C:92 ",1", SlJnaO~d 3WOH IW 20:21 200C:-21-~~W 01-42249.02 Page 3 of5 Test Specimen Description: (Continued) Drainage: Sloped sill Installation: The test specimen was installed into the #2, 2 x 8 Spruce-Pine-Fir wood test buck. A I' x 2" (450 beveled) "buckstrip" was installed with #8 x 1-5/8" drywall screws placed on 16" center around the interior face (sides and top only; under the sill was a 3/4" x 6-3/4" board), The unit was set against the buckstrip with urethane caulk. The unit was secured utilizing #8 x 1-1/2" installation screws placed in pre-punched holes (3 in each jamb I 2 in head I none in sill). 1/2" drywall was utilized on the inside of the sides and top of the buck and secured with #8 x 1-5/8" drywall screws placed 2" from each corner 12" on center. All wood joints and exterior perimeter were sealed with urethane caulk. Test Results: The results are tabulated as follows: Results Allowed Paragraph Title of Test - Test Method 2.2.1.6.1 Operating Force 16 lbs 30 lbs max, 2,1.2 Air Infiltration (ASTM E 283-91) @ 1.57 psf (25 mph) 0.27 cfinlft2 0.3 cfmlfl? max. Note #1: The tested specimen meets the performance levels specified in AAMAINWWDA 101lIS. 2-97 for air infiltration. 2.1.4.1 Water Resistance (ASTM E 547-96) (with and without screen) WTP = 2,86 psf No leakage No leakage Uniform Load. Deflection (ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 42 seconds) @ 24.4 psf(positive) 0.72"* 0.28" max.. @ 31.7 psf(negative) 0.8611* 0.28" max, 2,1.3 *Exceeds L/175 for deflection but meets all other test requirements, 2,1.4,2 Uniform Load Structural (ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 1 0 seconds) @ 36.5 psf (positive) 0.00" @47,S psf(negative) 0.04" 0.20" max, 0.20" max, S0'd SC0C:'... C9Z c:'...'tc:'... SDnaO~d 3WOH I W Z0:Z't Z00c-Z't-~~W Test Results: (Continued) Paragraph Title of Test - Test Method 2,2.1.6.2 Deglazing Test (ASTM E 987-88) In operating direction at 70 lbs Bottom rail Meeting rail In remaining direction at 50 lbs Right stile Left stile Results 0.12"/25% 0,12"/25% 0.03"/6% 0.03"/6% 2.1.8 Forced Entry Resistance (ASTM F 588-97) Type: A Grade: 10 Lock Manipulation Test Test Al thru A5 Test A7 Lock Manipulation Test Optional Performance No entry No entry No entry No entry Water Resistance (ASTM E 547-96) (with and without screen) WTP = 5.3 psf No leakage 4.3 01-42249.02 Page 4 of5 Allowed 0.50"/100% 0,50"/100% 0.50"/100% 0.50"/100% No entry No entry No entry No entry No leakage Uniform Load Deflection (ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 33 seconds) @ 35.3 psf(positive) @ 47,2 psf(negative) 4.4.1 0.96"* 1.13"* * Exceeds L/ 175 for deflection but meets all other test requirements. 0.28" max, 0.28" max. Uniform Load Structural (ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) @ 53,0 psf(positive) @ 70.8 psf (negative) 4.4.2 90'd SG0L G9E LE 0.02" 0,10" SlJnaO~d 3WOH IW 0.20" max. 0.20" max, v0:El E00G-El-~~W 01-42249.02 Page 5 of5 Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by AT! 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 reproduced except in full without the approval of Architectural Testing. For ARCHITECTURAL TESTING, INe: /JlJ .4-~ Mark A. Hess Technician ~ n ~~-- - Allen N. Reeves, P.E. Director - Engineering Services )3 A v C J:>,;$ /' ~ liS. 2. 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Sl.::lf1CIOCld 3WOH I W c~:yl c00e-G0-9n~ AUG-12-2002 14:56 MI HOME PRODUCTS 717 362 7025 P,03 FASTENING OF BEVELED BUCKSTRIP TO 2 X 8 TEST BUCK -I: " 63~ 53a .' ;f..- I I , I I- SINGLE HUNG ----1 16" TYP. ____1 73a TOTAL P.03 01"d Sc0G c9E G1G SDnam:ld 3WOH I W 90:E1 E00c-E1-~~W DOCUMENT CONTROL ADDENDUM #01-42249.00 Current Issue Date: 08/13/02 Report No,: 01-42249.01 Requested by: William Emley, MI Home Products, Inc. Purpose: AAM..AJNWWDA 10111.S,2-97 testing of Series/Model 165/3000 Flange, aluminum single hung window in bevelled buck. Issued Date: 07/26/02 Comments: Florida P.E. seal required on report, Certification copy to Jom Smith at Associated Laboratories, Inc. Report No.: 01-42249.02 Requested by: William Emley, MI Home Products, Inc. Purpose: Revised Report No. 01-42249,01 Issued Date: 08/13102 Comments: Changed the installation paragraph on page 3 and corrected the spelling of bevelled to .beve1ed. 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