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HomeMy WebLinkAbout10-10591 CITY OF.ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10591 BUILDING PERMIT Permit Number: 10591 �tr Addre 613 5 . 20T H ST Permit Type: ADDITION /ALTERATION _ZEPHYRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number 02-26-21-0190-00000-0140 Improv. Cost: 4,300.00 �X' ' Date Issued: BA j �...��. �.��.,; . �,ri.= �,,,.. �, �..sn, ..., N ame: W ILLI A �M Total Fees: 82.50 Address: 6135 20TH ST Amount Paid: 82.50 ZEPHYRHILLS, FL. 33542 Date Paid: 6/16/2010 Phone: (813)782 -7458 Work Desc: REPLACE 6 WINDOW S SIZE FOR SIZE (/\ a-jQ D sy6 f - t i lif 1 FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE -SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. 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." /iffinge b&vx41 -.-„, „ 40 , 4 , ,..„ CONTRACTOR SIGNATURE PERMIT OFF, FR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Plan Review Windows & Doors 1) Need manufacturing installation specifications. 2) Must meet sections R308 and R612 of the 2007 F.B.C. 3) If windows are to be installed inside the historical district, they will need to be approved by the historical committee. 4) No other work shall be permitted (framing, plumbing, and mechanical) unless otherwise specified. 813 - 780 -0020 City of Zephyrhills Permit Application Fax -813- 780 -0021 Building Department (v C j Date Received / r A — -- 0 4 ((0--i Phone Contact far Permitting • Owner's Name 01 L A. A D Pkg. ( f0 Owner Phone Number l) C> 2. - 6 P5 - 7C 1 3 - 6 Owner's Address 0-0' s 1 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS ( I 35 .-(L_ j /� LOT # SUBDIVISION Z. k€_. V {' E PARCEL ID# O o� n QLc O \ c-(0 000°0 ONO (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT I' — I SIGN I I DEMOLISH INSTALL REPAIR PROPOSED USE M] SFR I COMM I I OTHER I I TYPE OF CONSTRUCTION NIE BLOCK fl FRAME I 1 STEEL n 1 I DESCRIPTION OF WORK CZ) (.-3 t-'L1Dfl.,_) 5 R I. 'faR- SrzE._ BUILDING SIZE SQ FOOTAGE HEIGHT Dg BUILDING $ t VALUATION OF TOTAL CONSTRUCTION 1 (ELECTRICAL $ � AMP SERVICE 1 1 PROGRESS ENERGY n W.R.E.C. I I PLUMBING $ 1 IMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION e t P Ja.(4_ 2 2 1 (GAS 1 1 ROOFING I SPECIALTY I 1 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 (YES NO t BUILDER \ 'y vt p COMPANY I ..)•---) ) '�0 � SIGNATURE REGISTERED 1 \Y N I FEE CURREI 1 Y/ N 1 Address 6 .) 3 /i\`'1 C 12 ( , J License # C O /3 (l. I ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURREI I Y/ N I Address License # PLUMBER COMPANY SIGNATURE REGISTERED 1 Y/ N 1 FEE CURREN 1 Y/ N 1 Address License # MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRE1 I Y/ N 1 Address , License # OTHER COMPANY SIGNATURE REGISTERED 1 Y/ N 1 FEE CURREN 1 Y/ N 1 Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R -O -W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions /large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R -O -W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. * ** *PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) ** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey /Footage) Driveways -Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. 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 Pasco County Building Inspection Division — Licensing Section at 727 -847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT /UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and 90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law — Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner ", I certify 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. 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, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government 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 Protection - 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. - US Environmental Protection Agency- Asbestos abatement. - Federal Aviation Authority- Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. 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 codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is 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 RECORDIN e - r NOT • CO NCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACT • Subscribed and sworn to (or affirmed) before me this Subscribed and swom 6 ed) before - this by by. Who is /are persoadaLICIM to me or has /have produced Who is /are personally known to me or has /have produced as identification. as identification. . AA' Mary Public Q9AAK /. Notary Public Commis '''''r:••. JACQUELINE Commissio o. �d¢ ty JACQUELINE BOWS mbar 12, 2010 *L Commission DO 621833 • :. Ices mo Dace mbar 12, 2010 __ r eea eee Name of Notary '1" . , pr n ed or s amped N ame of Notary type, o,� ly' ` or p,� IMINOVAM ro e• �-- DURAMADE WORK ORDER WINDOWS &DOORS State Certified Specialty Contractor License # CBC010111 INCORPORATED Customer Name L ✓ / /-• MHP/ Subdivision Job Address G / 3 3 C. 7 ' 7 - ,S f Cit ' -< ^ - "� 1 �` /'s Zip Phone C3/ LA 7F ' % ` J WORKSHEET SUBMITTED BY (Gl 4 ?. i (? / /'-c C DATE: 62 0 Window Window Window WINDOW PLAN: #' "" "" Show window locations by number on inside of drawing. 3 7 Sy If additional areas are neces- sary, draw ENTIRE PLAN on seperate sheet and check below. < 3C > < 7 > < > CI SEE DRAWING ON SEPERATE SHEET. Window Window Window BACK 02 07 012 ' i :39 3 A < 5 > < > < > Window Window Window 03 09 013 G ;3 ,' < 5` > c > < > 1 FRONT CIRCLE RESPONSES Window Window Window Large Outside Trim Y N 09 014 Siding on Home Y N Awnings covering screws Y N J1 3 Y SPECIAL INSTRUCTIONS: 1 < > ( ) < ) CHECK ❑ FINANCE ❑ VISA ❑ MASTERCARD • Window Window Window 05 010 015 TOTAL 3 DEPOSIT /00, - BALANCE -"A ( 7 < 5 > < > < > ` DIRECTIONS TO HOME: SH x{00 . _ Documen Title: Doc No: FRM 61 -02 ._ Structural Performance Rev No: 6 Page 1 Of 1 KEYSTON Certification Authorization Report Required By: PRO B1 -03 CAR & Product ID Number: 199 - 133.0 Issue Date: 4/19/2005 Revision Date: 2/19/2009 Expiration Date: 4/8/2011 Company Code: 199 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review of the product qualification documents for the product named below. This report is only valid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: PGT Industries (NC) Model: SH -400 Vinyl Single Hung - DP60 2121 Heilig Road Operator Type: H Salisbury NC 28146 Config: ALL Max Width: 53 Max Height: 76 Referenced Standard: Product Rating: ANSI /AAMA/WDMA 101/IS2 - 97 H - R60 53x76 Qualifying Test Information: Test Report No: FTL -4581 Test Report Expiration: 4/8/2011 Authorized Signature: Keystone Certifications, Inc. Digitally signed by Jon Hill J DN: cn =Jon Hill, c =US, o= Keystone 1790 Old Trail Road, Suite D Certifications, Etters, Pennsylvania 17319 email =n Il e o.com 14 Reason: Reason: I attest t to the the accuracy and Phone: 717- 932 -8500 integrity of this document Fax: 717- 932 -8501 Date: 2009.02.20 11:55:05 - 05'00' WWW.KEYSTONECERTS.COM Flc)rida Building Code Online Page 1 of 4 ,, � � to id s '11.111711 `- 7 41PORIVII y � '.�iPa §ask �. �.t 'v�E`� �� � a ,. '� .- BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts ': Publicatii ° . Product Approval USER: Public User Comrramity ffa rs Product Approval Menu > Product or Application Search > Application List > Application Detail ( S Application T Ev PP lication Yp'Et �,� ,� ,�: is _ Revision Code Version G1TY ©F Tin 1 V � 2007 Application Stat. -. Approved Comments Archived Product Manufacturer i'PGI Industries Address /Phone /Email '1070 Technology Drive ',..Nokomis, FL 34275 (941) 480 -1600 Ext 2112 Iturner©pgtindustries.com Authorized Signature Lucas Turner Iturner@ pgtindustries.com Technical Representative Lucas A. Turner Address /Phone /Email 1070 Technology Drive Nokomis, FL 34275 (941) 480-1600 Iturner@pgtindustries.com Quality Assurance Representative Address /Phone /Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc htt / /flori dabuilding.org /pr /pr_ app dtl. aspx? param= wGEVXQwtDgsbCUITKe120DuttTa... 2/16/2009 . Florida Building Code Online Page 2 of 4 Validated By Keystone Certifications, Inc Referenced Standard and Year (of Standard) Standard AAMA /WDMA /CSA 101 /IS2 ANSI /AAMA /NWWDA 101 /I ASTM E -1886 ASTM E -1996 ASTM E -330 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/30/2008 Date Validated 12/24/2008 Date Pending FBC Approval 01/01/2009 Date Approved 02/03/2009 Summary of Products IFL # 'Model, Number or Name Description 11435.1 SH -300 Aluminum Single 1 Limits of Use Certification Agc Approved for use in HVHZ: No FL1435_R3_C_U Approved for use outside HVHZ: Yes Quality Assurant Impact Resistant: No 02/27/2011 Design Pressure: +45/ - Installation Inst Other: Rating is H -LC45 for 52.125" x 75" fin (actual FL1435_R3_II_St window buck size) or 53.125" x 76" flange (tip -to -tip FL1435_R3_I1_St size). Please see test report ATI- 71082.01/.02- 401 -47 FL1435_R3II_Sf for other product description and test information. Glass Verified By: upgrades may be required to meet full design pressures. Created by Indep Evaluation Repo Created by Indep 11435.2 SH -400 Vinyl Single Hung Limits of Use Certification Agf Approved for use in HVHZ: No FL1435_R3_C_Cf Approved for use outside HVHZ: Yes Quality Assurani Impact Resistant: No 04/08/2009 http://floridabuilding.org/pr/pr app_dth aspx ?param =wGE VXQwtDgsbCUITKe120DuttTa... 2/16/2009 Florida Building Code Online Page 3 of 4 Design Pressure: N/A Installation Inst Other: Rating is H -R60 52.125x75 (actual window buck FL1435_R3_II size). Please see test report FTL -4581 for other product FL1435_R3_II_SI description and test information. Glass upgrades may be Verified By: Luca! I required to meet full design pressures. Created by Indep Evaluation Repo Created by Indep 1435.3 ISH -4000 Pass -Thru Aluminum Single 1 Limits of Use Certification AgE Approved for use in HVHZ: No FL1435_R3_C_Cf Approved for use outside HVHZ: Yes FL1435 Impact Resistant: No Quality Assuran∎ Design Pressure: N/A 10/19/2010 Other: Ratings are +/ -55 psf and +/ -65 psf in 53_1/8 x Installation Inst 50_5/8 size. This product was not tested for water FL1435_R3_II_SI infiltration. Please see test reports FTL -5050 and 5051 FL1435_R3_II_SI for other product description and test information. Glass FL1435_R3_II_SI upgrades may be required to meet full design pressures. Verified By: Luca' Created by Indep Evaluation Repo Created by Indep 1435.4 SH- 4000/4001 Aluminum Single 1 Limits of Use Certification AgE Approved for use in HVHZ: No FL1435R3_C_CF Approved for use outside HVHZ: Yes FL1435 Impact Resistant: No Quality Assurani Design Pressure: +55/ -55 04/08/2009 Other: Configurations qualified include 1/1 (equal lite) Installation Inst and ProView configurations, with standard, Radius, or FL1435_R3_II_SI Arch top. Rating is H -R55 53.125x76 (SH -4000 flange), FL1435_R3_II_SI 52.125x75 (SH -4001 fin). Please see test reports FTL- FL1435_R3_II_St 4558 and 4559 for other product description and test Verified By: Luca! information. Glass upgrades may be required to meet full Created by Indep design pressures. Evaluation Repo Created by Indep 1435.5 SH -500 (Impact) WinGuard Vinyl Si Limits of Use Certification AgE Approved for use in HVHZ: No FL1435R3_C_CI Approved for use outside HVHZ: Yes FL1435_R3_C_CI Impact Resistant: Yes FL1435_R3_C_Cf Design Pressure: N/A FL1435 Other: Impact Resistant, Missile Level D (9.0 lb 2x4 Quality Assurani traveling at 50 f /s). Rating is H -R60 52.125x75 (actual 04/08/2009 window buck size). Please see test reports FTL -4586, Installation Inst 4587, 4828, and 4833 for other product description and FL1435_R3_II_SI test information. Glass upgrades may be required to FL1435_R3_II_St meet full design pressures. FL1435 FL1435_R3_II_St FL1435_R3_II I Verified By: Luca! Created by Indep http: / /floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQwtDgsbCUITKe120DuttTa... 2/16/2009 . Florida Building Code Online Page 4 of 4 Evaluation Repo Created by Indep Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Copyright Product Approval Accepts: INS . tsvk 4 m.v t e a' x?1+EU http: / /floridabuilding. org /pr /pr_app_dtl. aspx ?param =wGEV XQwtDgsbCUlTKe120DuttTa... 2/16/2009 Quality Accuracy Assurance Fenestration Testing Laboratory, Inc. 1677 West 31st Place Hialeah, FL 33012 Phone: 305/819.7877 Fax 305/819 -7998 e- mail: @aol.com www.ftl- inc.com Lab. Number 4581 April 8, 2005 Report Number I9 File Number 05 -116 Page 1 of 4 D -7007 OFFICIAL TEST REPORT MANUFACTURER: P.G.T. Industries DESIGNATION: H -R60 53 x 76 ADDRESS: 1070Technology Drive SPECIFICATIONS: NAFS- 2ANSUAAMA/ Nokomis, Florida 34275 NWWDA101 /I.S.2. -97 DESCRIPTION OF UNIT Model Designation: SH -400; Vinyl Single Hung Window Overall Size: 4' 5 3/8" (53 3/8 ") by 6' 4 1 /4" (76 1/4 ") high by 3.250" deep Configuration: O/X No. & Size of Vents: One extruded vinyl vent, 4' 1" (49 ") by 3' I 1/4" (37 1/4 ") high MATERIAL CHARACTERISTICS Frame Construction: White vinyl test unit has a flange type frame and a mitered welded joints. Fixed meeting rail at each end were fastened with two No. 6 by2" pan head sheet meet screws. Frame sill has a 2.784" overall interior sill flange. Size of frame members are as follows: fame head and frame jamb 1.500" by 3.250" by 1.375" by 2.000"; frame sill 2.784" by 3.250" by 1375" by 2.000 "; fixed meeting rail 1.190" by 1.835" by 1.440" by 1110" by 0.062" wall thickness. Frame members are hollow extrusions with typical wall thicknesses of 0.060" except were noted. Vent Construction: Vents have mitered welded joints and a white coated finish. Size ofrails are as follows: top rail 1.160" by 1.647" by 1 .410" by 1.022 "; bottom rail 1.425" by 1.910" by 1.647"; jamb rails 1.005" by 1.647" by 1.160" by 1.022 ". Vent members are hollow extrusions with typical wall thicknesses of 0.065 ". Glazing: Material: "'0.860" overall insulated glass using two lites of 3/16" *(0.180 ") annealed glass with *0.500" air space, A5 -S, between the interior and exterior glass. Method: Unit is exterior glazed with 0.500" glazing penetration using a black colored silicone and a semi -rigid vinyl glazing bead. Daylight Opening: Clear opening of vent, 45 3/4" by 33 3/4" high; fixed lite, 48" by 33 3/4" high. Weatherstripping: amity Description Location Single row pile with integral plastic fin at vent jamb rail and vent bottom rail on the interior and exterior Single row pile with integral plastic fin at vent top rail Hardware: Quantity Description Location Two surface mount metallic cam lock, with no I.D. at vent top rail, 7" from each end • Two surface mount plastic night latch lock, with no I.D. one at each end of vent top rail marks Four spiral balances , with no I. D. marks two at each frame jamb 4,, Note: " *" designates measurements by laboratory THS REPORT IS SUBMITTED FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOA! IT ,9 ADDRESSED. ITS APPLICATION IS ONLY TO THE SAMPLE TEST ED AND IS NW NECESSAHILY INDICATIVE DE IHE DUALITIES OF APPARENT, Y SIMILAR OR .OENTICAL PRO0111 rS. PORLICATION OF STATFNFNTS CON.^.LIISICINS 05 EXTRACTS FROM AR RFGAROING OUR RLPOATS 115 OF ANY 3U 055 SCALS 05 INSIGNIA WITHOUT OUP EXPRESS PERNSSI0IJ 1S PROHIBITED. • i Lab. Number 458 I April 8, 2005 Report Number 19 File Number 05 -116 Page 2 of 4 D-7007 MATERIAL CHARACTERISTICS Hardware: (continued) Quantity Description Location Two surface mount metallic keeper, with no I.D. marks one at fixed meeting rail, 7" from each end Two 33 3/4" long vinyl balance cover, with no I. D. marks one at each frame jamb Two nylon block shoe clip, with no 1.D. marks one at each frame jamb Two 2 5/8" long vinyl vent stop, with no 1.D. marks at each upper frame jamb Two - metallic ivot bar, with no I.D. marks one at each � h end of vent bottom rail Weepboles: Quantity Description Location Four 1" by 1/4" weep hole with plastic baffles at flame sill flange 3 %3 ", 5 ", 48 ''A" and 49 3/4" Four 3/8" by 1/8" weep slot at frame sill, 3 and 49 5/8" from left Two 1" by 1/8" weep slot at frame sill, 3 3/4" and 49 3/8" from Left Mooting: None Mullions: None Reinforcement: One 33 3/4" long al i minum reinforcement, drawing No. 5114, inside vent jamb rail,(total of two). One 48" long aluminum reinforcement, drawing No.5103, inside fixed meeting rail. One 45 3/4" long aluminum reinforcement, drawing No. 5114, inside vent top and bottom rail, (total of two). One '/2" by 1/16" by 1 '/" long aluminum plate, drawing No. 5115, at each end of fixed meeting rail fastened with the same size and type of assembly scrcws. Sealants: Fixed meeting rail at each end were sealed with a clear colored seam sealer. Pads: None Screen: Water resistance test conducted with and without a fiberglass mesh screen installed. Additional Description: The metallic pivot bars were fastened with two No. 6 by 1" flat head self drilling screws. Unit Installation: Test unit installed in a 2 x 12 pressure treated wood test buck with a 2 x 4 pressure treated buck strip. Frame installed with a single row of 10 by 2" pan head sheet metal screws at frame head and frame jambs. Location of installation screws are as follows: frame head from the left, 6 5/8 ", 26 5/8 and 46 5/8 "; frame jambs from the bottom, 6 5/8 ", 20 %: ", 34 1/8 ", 44 1/8 ", 54 7/8" and 65 5/8 ". There were no installation screws in frame sill. Product Markings: None OFFICIAL TEST RESULTS Paragraph Number Title of Test Measured Allowed 2.1.2 Air Infiltration Test: (ASTM E283 -96) Passed at 1.57 psf 0.11cfin/sq.ft. (1.87 cmh/m 0.3 (5.49) maximum Note: The tested specimen meets or exceeds the performance levels specified in specification reference for air infiltration. 2.1.3 Water Resistance Test: (ASTM E547- 96/E331) Passed with and without screen, no leakage at 9.00 psf (431 Pa) 2.86 (137) minimum // • • Lab. Number 4581 April 8, 2005 Report Number 19 File Number 05 - 116 Page 3 of 4 D-7007 OFFICIAL TEST RESULTS Paragraph Number Title of Test Measured Allowed 2.1.4.2 Uniform Structural Load Test: (ASTM E330 -96) Passed Positive Load 90.0 psf (4309 Pa) 22.5 (1077) minimum Deflection Permanent Set Reading at meeting rail 1.419" (36.09 mm) 0.068" (1.73 mrn) 0.196 (4.98) maximum Reading at flame sill 0.103" (2.62 mm) None Reading at frame jamb 0.110" (2.80 mm) None 2.1.4.2 Uniform Structural Load Test: (ASTM E330 -96) Passed Negative Load 97.5 psf (4668 Pa) 22.5 (1077) minimum Reading at meeting rail 1.688" (42.92 mm) 0.194" (4.93 mm) 0.196 (4.98) maximum Reading at frame sill 0.140" (3.56 nun) 0.002" (0.05 nun) Reading at frame jamb 0.169" (4.30 nnn►) 0.005" (0.13 mm) 2.1.7 Corner Weld Test: Passed Frame comer 85 pounds (377 N) Vent corner 45 pounds (200 N) 2.1.8 Forced Entry Resistance Test Passed AAMA 1302.5 -1976, Paragraph 3.1.1 Test A through 3.1.5 Test G No entry None Allowed 2.2.1.6.1 Starting Force: 9 pounds (40 N) 30 (133) maximum Operating Force: 8 pounds (36 N) 30 (133) maximum 2.2.1.6.2 Deglazing Test: (ASTM E987 -88) Passed No disengagement at: Horizontal Rails 70 pounds (311 N) 70 (311) minimum Vertical Rails 50 pounds (222 N) 50 (222) minimum Percent Deglazement 5 percent 99 maximum SECTION 4, OPTIONAL PERFORMANCE CLASS: 4.3 Water Resistance Test: (ASTM E547- 96/E331) Passed with and without screen, no leakage at 9.00 psf (431 Pa) 3.00 (144) minimum 4.4.2 Uniform Structural Load Test: (ASTM E330 -96) Passed Positive Load 90.0 psf (4309 Pa) 30.0 (1436) minimum Deflection Permanent Set Reading at meeting rail 1.419" (36.09 mm) 0.068" (1.73 mm) 0.196 (4.98) maximum Reading at frame sill 0.103" (2.62 mm) None Reading at frame jamb 0.110" (2.80 mm) None 4.4.2 Negative Load 97.5 psf (4668 Pa) 30.0 (1436) minimum Reading at meeting rail 1.688" (42.92 mm) 0.194" (4.93 nun) 0.196 (4.98) maximum Reading at frame sill 0.140" (3.56 mm) 0.002" (0.05 mm) Reading at frame jamb 0.169" (4.30 mm) 0.005" (0.13 mm) Note: At conclusion of above tests, there was no apparent damage to unit, glass or fasteners. utA " "' '' 4- /3 -4r- Lab. Number 4581 April 8, 2005 Report Number 19 File Number 05 -116 Page 4 of 4 D -7007 continued Temperature: 77.0 F Barometric: 29.97 Test Began - March 21, 2005 Test Completed - March 22, 2005 Report Expires - March 22, 2009 Remarks: This test report does not constitute certification of this product, but only that the above test results were obtained using the designated test methods and they indicate compliance with the performance requirements (paragraphs as listed) of the above referenced specifications. As per manufacturer, unit complies with section 3, material and component requirements. Detailed assembly drawings showing wall thickness of all members, comer construction and hardware application are on file and have been compared to the sample submitted. A test sample will be retained at the test laboratory. A copy of this report has been forwarded to the Validator. Note: Test specimens were covered with a 1.5 mil plastic sheeting to seal from air leakage when load tests were performed, however this had no effect on the above tests results. Witnessed by: FENESTRATION TESTING LABORATORY, INC. Mr. Edmundo Largaespada, P.E. Mr. Joe Johnson Mr. Sam Bryant °I/j/1744 Roberto Robl Laboratory Technicians: Testing Mana Erick Castaneda Author of Report Dina Cova 411 4 - P.G.T. Industries l -13 -pV 2 - ALI • _ o . ur rnO xoe xi 1... 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Condry, Dpty Clerk Tax Folio No yo THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following informati • is provi • ed in thi NOTICE OF C 1 MMENCEMENT. .. . , /a1 oiq. to•••/ 4 1.Description of property (legal description): _, . g, . a - / - . i , 1 6 I • a) Street (job) Address: ► , __1 1 �.. , S 4 a 2.General description of improvements: jL'Si, rit i Mi'r'�►� a, , 4. _ ,. S e 3.Owner Information • a) Name and address: PS_ `ir ea • / • • ._1 ; ! ! . I, 354a b) Name and address of fee simp e titleholder (if other than owner) c) Interest in property 0 U)npf 4.Contractor Information a) Name and address : mlinvls w *1 5 5733 Th�►l� j r fE b) Telephone No.: � Fax No. (Opt.) - . ' a Ge 5.Surety Information 3371x0 a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6.Lender PAULA S.0'NEIL,Ph.D.PASCO CLERK & COMPTROLLER a) Name and address: 06/16/10 11: 21am 1 of 1 Phone No. OR BK 355 PG 486 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Name and address: b) Telephone No.: Fax No. (Opt.) 8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1Xb), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE Y FLORIDA 1 " ' r G V COUNTY OF A S 0 /!/ /�/ Signature Owner Owner's Authoo Officer/Director/Partner/Manager Print Name I I I L � The foregoing instrument was acknowledged before me this i S_ day of U t , 20J, by W / `I1(j/7) Za k 4 on as OW I ` , r (type of authority, e.g. officer, trustee, attorney in fact) for it (name of pa on behalf of whom ' nstrument was executed). Personally Known OR Produced Identification ] Notary Signature _ j �� � �� AL Type of Identification Produced if 4 Name (print) O- lc e nP)Q11 Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. / }� FORMS/NOC,rvsd2007 :.t. DENICE LANNON v V[t/� /, 'l am C �� � � ': NOTARY PUBLIC Signature of Natural Person Signing (in line # 10.) Above STATE OF FLORIDA .d:: Comm# DD0935108 Expires 10/21/2013 .._y 3 `- .x l I - DP ti, ( 61 I ' ' : ' ' ' ' ' .--''''. �1 v( R fff City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: D (4,ra made (A );idok) Date Received: b -9-W Site: i c3 5- L) Permit Type: � Q ( � YldoC,0 QC ST Si Le- Approved w /no comments: ❑ Approved w /the below comments: Denied w /the below comments: ❑ See Mi This comment sheet shall be - e th the permit and/or plans. . � 5/o ic i0 Kal in Switzer — P .I ' xaminer Date Contractor and/or Homeowner (Required when comments are present)