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HomeMy WebLinkAbout09-9361 CITY OF ZEPHYRHILLS , 5335 - 8TH STREET (813)780 -0020 9361 BUILDING PERMIT Permit Number: 9361 Address: 38223 BOXWOOD DR 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: DRIFTWOOD Est. Value: Parcel Number: 02- 26- 21- 021A -OOB00 -0030 Improv. Cost: 1,300.00 ®' y'' q" ,�;� Y 4_ Date Issued: 7/21/2009 Name: OWENS, KENNETH Total Fees: 60.00 Address: 38223 BOXWOOD DR Amount Paid: 60.00 ZEPHYRHILLS, FL. 33542 Date Paid: 7/21/2009 Phone: (813)788 -6068 Work Desc: INSTALL 2 WINDOWS SIZE /SIZE M� #.v ! 7 3 ik $ a -.€' �^'� ;i : =A d m ' . a a s 't E 6 'a ''k ka .. �v � -�-. �* .. a �v',....�.- _�. _ . � <� w "�'*� s .a _;��.: a, o- ..ids m... c `_.�� DURAMAD WINDOWS & DOOR INC BUILDING FEE 60.00 ffi' ....... 'Yket-Q, 6/ ___�:::' 'r pr,,, .., ,• 3n s._ A l i s 9 _' n a c. . _ **a Ptr a d ,A0 FOOTER 2ND ROUGH PLUMB ' C INSULATION CEILING 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: our failure to record a notice of commencement may result in your paying twice for improvements to you • roperty. If you intend to obtain financing, consult with your lender or an attorney before recording your tice of commencement." Vim`, - & CONT C % R SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION — 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: (J a {yam dck 1 4);)11 02,d-r Date Received: 7' f 7-0 7 Site: 3 S 22 Ox iildOU J f—" Permit Type: /.5 ia--ef 2 bd t )4 Avis 5 % �/� Approved w /no comments: I A Approved w /the below comments: ❑ Denied w /the below comments: pP pp ❑ This comment sheet shall be kept with the ermit and/or plans. Bill gess — B g Official Date Contractor and/or Homeowner (Required when comments are present) 813 -780 -0020 City of Zephyrhills Permit Application Fax -813 -780 -0021 Building Department 4CJ 3(1) ( t✓ Date Received i /6'0 Phone Contact for Permitting T '47 3' -- 0033 #/0 / Owner's Name (e >i 3' Owner Phone Number 8 - 6 ( Owner's Address 3 -3 CS DR- Owner Phone Number Fee Simple Titleholder Name &.) 1 til Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 3 2 Q - " QC- LOT # SUBDIVISION PQ. IFT © tF -2_690 PARCELID# oa a a \ cram OO QC 00 30 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR I N/I ADD /ALT n SIGN n MOVE I 1 DEMOLISH INSTALL REPAIR PROPOSED USE I I SFR I I COMM I I OTHER I I TYPE OF CONSTRUCTION 1 1 (1 BLOCK 1 1 FRAME n STEEL n OTHER 1 I It IA DESCRIPTION OF WORK Q Li lA/Ot?L P S I v5 cow - s IZ.ie BUILDING SIZE SQ FOOTAGE HEIGHT BUILDING $ 13 00 VALUATION OF TOTAL CONSTRUCTION I ELECTRICAL $ AMP SERVICE 1 1 PROGRESS ENERGY I I W.R.E.C. I I PLUMBING $ I I MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION GAS I I ROOFING I 1 SPECIALTY 1 1 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 IYES El NO 41 BUILDER i12t'tl1'��1 O L)1 -1 �`-f -�� _ COMPANY D SIGNATURE - —" ar- a REGISTERED I f 1 FEE CURRENT Y / N Address :3 33 ' £Q&P- '( . CA- C C- -At- Fi-33 't (o4) License # ISCG 13 I j (j q S'!p ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address License # PLUMBER COMPANY I SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I License # I MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N 1 FEE CURRENT I Y/ N I Address License # OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N 1 Address License # 1 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 $5000) ** 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 Sewers Service Upgrades A/C Fences (PIot/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 FINANCING, CONSULT WITH YOUR LENDER OR AN ATTO NEY BEFORE RECORDING YOUR NOTICE OF C MMENCEMENT. FLORIDA JURAT (F.S. 117.03) CONTRALTO' _ a OWNER OR AGENT r.1 �� �- Subscribed and his • ed) .f f. �e this d swo p or . rm b lit. ) rem -10D Subscribed and swo o (0 ) C' � by by �� N ' Q � �� yo /are er pn y kno to me or has /have produced L7 Q fj 10 d 3 C as identification. o is/ re personally known to me or has/h_avekr_oSISIGPd p aor 3 0 (�� � O 3Oas identifica o n. Notary Public Notary Public - % ;rP 1V._, JACQUELINE BOGES t? 1 * Commission DO 621833 Commission No. i Commission DD 621833 Commi ...;•.�. • .• . a .:: . ; �,�di r Expires December 12, 2010 •.,pv F4 /7,6004 Th. 7rnv Fain Inaumnn aBM38b7g18 0 � RnMM Th Try f�i.�6„� „�icn oiro -subr (01 Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped DURAMADE WINDOWS & DOORS, INC. 5733 Myerlake Circle • Clearwater, FL 33760 Phone: 727 -239 -0033 • Toll Free: 1- 866 - 456 -1356 • Fax: 727- 239 -7102 1. STATE CERTIFIED GENERAL CONTRACTOR LICENSE NUMBER CGC 059485 2. STATE CERTIFIED SPECIALTY CONTRACTOR LICENSE NUMBER SCC 131149568 CONTRACT PURCHASER NAME : K e./,11\eA , N S Phone: ` 1 q$ 60 j 04 B V l "v 2dt9 Address: 0 ` V + 1162.2. � k ode � Clty: ,r - i 11 S State: Zip: Sales Rep: 1 1/4 ` xwve... Cell Phone: General Description of Work: 2_2Yv\ 3 Nek0 Z - DID \N % r1 D I S Vv.c,v l Sh 3 5 - N € J �L sr ,c t « -' 1A\vw■I by w\ 'S ��1 e %tvn v y d w s WQ � L 1 5 so \eAe G\ �►�� 5 \ Verr — ^1\ v o-es 11 1 \ , 01) Za \Ct\ -e .1�. eb C")5 v,�1,d e hich is.furt4er deegibed in the detailed ificcattiioonn'sheet atta hereto as Exhibit "A" and initiiiled by a es. above will be comPl with the conditions 1 'CC'1a !95 = =1` following payment schedule: ins' and herein, withyment to Se Wade accordance witH the 1. PRICE C_s\ois 2. TAX $ D O ' °v 3. TOTAL $ )' 4. DOWN PAYMENT $ 3 pp t7v 5. BALANCE $ 0 0 0 • vv UPON COMPLETION OF WORK PAYMENT TO BE MADE BY CHECK PAYABLE TO "DURAMADE WINDOWS & DOORS, INC." WHICH CHECK IS DUE AND PAYABLE AT DURAMADE'S OFFICE AT THE ADDRESS SET FORTH ABOVE. BUYER'S RIGHT TO CANCEL THIS IS A HOME SOLICITATION SALE, AND IF YOU DO NOT WANT THE GOODS OR SERVICES, YOU MAY CANCEL THIS AGREEMENT BY PROVIDING R SERVICES AND MUST BE IN DELIVERED OR POSTMARKED BEFORE MIDNIGHT OF THE THIRD BUSINESS DAY RAFTER YOU SIGN THIS AGREEMENT. IF YOU CANCEL THIS AGREEMENT, THE SELLER MAY NOT IOEP ALL OR PART OF ANY CASH DOWN PAYMENT. NOTE: RETAIL SALES TAX MUST BE CHARGED UNLESS THE CUST • ' R SIGNS THE FOLLOWING: I certify that I own the land on which the structure I am improving is permanently affixed. F ermore, I have filed a declaration with the Property Appraiser requesting the structure be assessed as realty and it bears an "; decal. Signature: . A 1 /L / _� .1 l-,, � STATUTORY NOTICE REGARDING CONSTRUCTION LIENS: ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001 - 713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB - SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE PAID YOUR CONTRACTOR 1N FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER". FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. I HEREBY INCLUDING THE TERCERTIFY AND COND ONS CONTAINED ON THEEREVERRSSE THE PROVISINS OF SIDE, AND I TO A O Ate PROVISIONS, TERMS AND CONDITIONS THEREOF. THE Duramade Windows & Doors Inc. A 0 4A.... _'`/ BY: : AS: Purchaser r WORK ORDER --- DURAMADE YVINUVVYJ(�CVVVICJ State Certified General Contractor State Certified Secialty Contractor INCORPORATED License # CGC 059485 License if CC 131149568 Customer Name Ylt- NNE}Pc c, TJ\NIIN MHP/ Subdivision Job Address 3 C h Z -, i (\rJ t)0D tij.c\V� city 2..-11-8 \lr1-Ii.. %1\ F 3 359 0 Phone ( \ im WORKSHEET SUBMITTED BY V\ !.)`A 1.r v�g D TE:V 1y \O ZOt Window Window Window WINDOW PLAN: 11 1e M11 Show window locations by number on inside of drawing. ti � If additional areas are neces- P tiv "l 9 2, V. t " sary, draw ENTIRE PLAN on 1 seperate sheet and check below. <52_, > <52, > < > EISEE DRAWING ON SEPERATE SHEET. Window Window Window BACK 12 17 112 r 2 V./1 Y1 < > < > < > i 1 N *\ V oA Window Window Window 13 18 113 ► ^^ r 1AVS t W < > C > > > L a . FRONT Vwndow window CIRCLE RESPONSES 14 #9 / Window Large Outside Trim Y N Siding on Home Y N Awnings covering screws Y N SPECIAL INSTRUC11ONS: < > < > < > CHECK 0 FINANCE ❑ VISA ❑ MASTERCARD Window Window Window • 15 110 115 TOTAL i O 0 DEPOSIT 3 DV BALANCE 1 000 < > < > < > DIRECTIONS TO HOME: z"&ti�. Ri,3 F Rk Y .fir a �„ �, Y p § 4 / cF✓wn a � � vi ' ' � 4 � 3 _ BCIS Home I Log In User Registration I Hot Topics j Submit Surcharge Stats & Facts I Publicatif Product Approval USER: Public User rs � Cnrn runty � c l4r Product Approval Menu > Product or Application Search > Application List > Application Detail > FL # FL1435 -R3 4 Application Type Revision ` Code Version 2007 Application Status Approved , Comments Archived Product Manufacturer PGT 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 it, \ri W DATE as — (941) 480 -1600 OF ZEFII i e Iturner @pgtindustries.com LDING (avid Quality Assurance Representative Address /Phone /Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc h ttp: / /floridabuilding.org /pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgsbCUITKe120DuttTa... 2/16/2009 ----- .------ -- --- - - -- - -- - - "o- - -- 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 (FL # 'Model, Number or Name Description 11435.1 IISH -300 'Aluminum Single I Limits of Use Certification Age Approved for use in HVHZ: No FL1435_R3C_Cf Approved for use outside HVHZ: Yes Quality Assuran Impact Resistant: No 02/27/2011 Design Pressure: +45/ -45 Installation Inst Other: Rating is H -LC45 for 52.125" x 75" fin (actual FL1435 window buck size) or 53.125" x 76" flange (tip -to -tip FL1435 size). Please see test report ATI- 71082.01/.02- 401 -47 FL1435 R3 II SI for other product description and test information. Glass Verified By: Luca: upgrades may be required to meet full design pressures. Created by Indep Evaluation Repo Created by Indep 11435.2 ISH -400 'Vinyl Single Hung Limits of Use Certification Age Approved for use in HVHZ: No FL1435_R3_CC/ Approved for use outside HVHZ: Yes Quality Assuran( Impact Resistant: No 04/08/2009 http:// floridabuilding .org /pr /pr_app_dtl. aspx? param= wGEVXQwtDgsbCUITKe120DuttTa... 2/16/2009 • Design Pressure: N/A Installation Inst Other: Rating is H -R60 52.125x75 (actual window buck FL1435_R3_II_SI size). Please see test report FTL -4581 for other product FL1435_R3_II_St description and test information. Glass upgrades may be Verified By: Luca: required to meet full design pressures. Created by Indep Evaluation Repo Created by Indep 11435.3 ISH -4000 Pass -Thru 'Aluminum Single I Limits of Use Certification Age Approved for use in HVHZ: No FL1435_R3_C_CI Approved for use outside HVHZ: Yes FL1435_R3_C_C/ Impact Resistant: No Quality Assurani 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_St infiltration. Please see test reports FTL -5050 and 5051 FL1435_R3_II_SI for other product description and test information. Glass FL1435_R3II_SI upgrades may be required to meet full design pressures. Verified By: Luca: Created by Indep Evaluation Repo Created by Indep 11435.4 IISH- 4000/4001 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_R3_C_CI 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 FL1435R3_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- FL1435R3_II_SI 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 11435.5 SH -500 (Impact) IWinGuard Vinyl Si Limits of Use Certification Age Approved for use in HVHZ: No FL1435_R3_C_C/ Approved for use outside HVHZ: Yes FL1435R3C_ Impact Resistant: Yes FL1435_R3CC/ Design Pressure: N/A FL1435_R3_CC/ Other: Impact Resistant, Missile Level D (9.0 lb 2x4 Quality Assuran• 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_IISI test information. Glass upgrades may be required to FL1435_R3_II_St meet full design pressures. FL1435R3_II_SI FL1435R3IISI FL1435_R3IISt Verified By: Luca! Created by Indep http: / /floridabui lding. org /pr /pr_app_dtl. aspx ?param =wGE VXQwtDgsbCUITKe120DuttTa... 2/16/2009 Evaluation Repo Created by Indep Back I I 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: Oil f I "1 r a gy p" http: / /floridabuilding.org /pr /pr a pp_ dtl. aspx? param= wGEVXQwtDgsbCUITKe120DuttTa... 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: ftidade @aol.com www.ftt- tnc.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- 2ANSI/AAMA/ 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 bye" pan head sheet meet screws. Frame sill has a 2.784" overall interior sill flange. Size of frame members are as follows: frame head and frame jamb 1.500" by 3.250" by 1.375" by 2.000"; frame sill 2.784" by 3.250" by 1.375" by 2.000 "; fixed meeting rail 1.190" by 1.835" by 1.440" by 1.210" 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: Quantity 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 fm at vent top rail Hardware: antra Description - -- - Location Two surface mount metallic cam lock, with no I.D. at vent top rail, 7" from each end 1 Two surface mount plastic night latch lock, with no I.D. one at each end of vent top rail marks ni Four spiral balances , with no I. D. marks / two at each frame jamb Note: "' " designates measurements by laboratory - /3 -Di" THIS REPORT IS SUBMITTED FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM IT ,5 ADDRESSED ITS APPvCATnN 15 ONLY TO THE SAMPLE 755150 AND 1S NOT NI INDICATIVE OF IHr QUALITIES OF APPARENT; Y SIMILAR OR IDENTICAL PRODUC TS. PIIRLICATION OF STATFMFNTS. CONCLUSIONS OR EXTRACTS FROM OR RFGARDMG OUR REPORTS OR OF ANY 31'00 SEALS OR INSIGNIA WITHOUT OUR EXPRESS PERMISSION 1S PROHIBITED i r_ii i Lab. Number 4581 April 8, 2005 Report Number 19 File Number 05 -116 Page 2 of 4 MATERIAL CHARACTERISTICS D-7007 Hardware: (continued) l Description Location Two 7 surface mount metallic keeper, with no I.D. marks one at fix ed meetg rail from each end Two 33 3/4" long vinyl balance cover, with no I. D. marks one at each flame j , 7 Two nylon block shoe clip, with no I.D. marks one at each frame jamb ~ Two 2 5/8" long vinyl vent stop, with no I.D. marks at each upper frame jamb Two metallic Eivot bar, with no I.D. marks Two o ne at each end of vent bottom rail tip Description Location Four 1" by 1/4" weep hole with plastic baffles at flame sill flange 3 %A ", 5 ", 48 %" and 49 3/4" Four 3/8" by l/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 Muntins: None Mullions: None Reinforcement: One33 3/4" longah»ninum reinforcement, drawing No. 5114, inside vent jamb rait,(total oftwo). 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 '/'/4" by 1/16" by 1 ' /z" Long aluminum plate, drawing No. 5115, at each end of fixed meeting rail fastened with the same size and type of assembly screws. 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 bats 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 installation screws are as follows: frame head from the left, 6 5/8 ", 26 5/8 and 46 5/8"; frame jambs. the bottom, o 6 5/8 ", 20 % ", 34 1/8 ", 44 1 /8 ", 54 7/8" and 65 5/8 ". There were no installation screws n frames from the Product Markings: None OFFICIAL TEST RESULTS Paragraph Number Title of Test Measured Allowed 2.1.2 Air Infiltration Test: (ASTM E283 -96) at 1.57 psf 0.11cfm/sq.ft. (1.87 cmh/m2) 0.3 ( Passed 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) with and without screen, no leakage at 9.00 psf (431 Pa) Passed 2.86 ( 137) minimum 0101" ,4441 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 min) 0.068" (1.73 mm) 0.196 (4.98) maximum Reading at fame sill 0.103" (2.62 mtn) None Reading at frame jamb 0.110" (2.80 trim) 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 mm) 0.002" (0.05 mm) Reading at frame jamb 0.169" (4.30 min) 0.005" (0.13 mm) 2.1.7 Corner Weld Test: Passed • Frame corner 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 potmds (36 M 30 (133) maximum 2.2.1.6.2 Deglazing Test: (ASTM E987 -88) No disengagement at: Passed 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) with and without screen, no leakage at 9.00 psf (431 Pa) Passed (144) minimum 4.4.2 Uniform Structural Load Test: (ASTM E330 -96) Positive Load Passed 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) Reading at meeting rail 1.688" (42.92 m) 0.194" (4.93 mm) 0196 (4. 8 maximum m mm) ax m 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. °•Z 4i- t3 -QI" • 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 Fisted) of the above referenced specifications. As per manufacturer, unit complies with section 3, material and component requirements. Detailed assembly drawings showing wall thicluiess of all members, corner 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 / ' Laboratory Technicians: Roberto Roblet Testing Mara r Erick Castaneda Author of Report Dina Cove 4 - P.G.T. 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