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HomeMy WebLinkAbout10-10489 CITY OF ZEPHYRHILLS 5335 — 8TH STREET (813)780 -0020 10489 BUILDING PERMIT Permit Number: 10489 Address: 39041 BLUE JAY AVE Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: EASY ACRES Est. Value: Parcel Number: 13- 26 -21- 0100 - 00000 -0240 Improv. Cost: 6,000.00 n Date Issued: Name: PARSONS, KEVIN Total Fees: 97.50 Address: 39041 BLUE JAY AVE Amount Paid: 97.50 ZEPHYRHILLS, FL. 33542 Date Paid: 5/21/2010 Phone: (813)388 -3097 Work Desc: REPLACE 11 WINDOWS SIZE /SIZE L. - DA LI IM N••W c BUIL•IN E •7.50 ( I w g .7,,F4,:ff, �� s _ a. � k ffi- .,.� a , 33,, ..x. ' ct gai •• E 2 - •U H PLUMB MI I LATION ILIN 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 • rding your notice of commencement." dg III CONT TO SIG A RE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813- 780 -0020 City of Zephyrhills Permit Application Fax- 813- 780 -0021 Building Department J Date Received b 5 . / V � 7 Phone Contact for Permitting _ J 6 1p tt Owner's Name CII ,,,���/// ��, � Owner Phone Number tip Owner's Address .34 rx) 1 3 )HF.. f^ �j )' UL-Q, Owner Phone Number Fee Simple Titleholder Name' Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 1 1 e)u‘ Vi (,d . II'),t. LOT# ' 4.-) SUBDIVISION C '�%It']fd C " PARCEL ID#1 L..3 v( "c, 1 ©j ce - C/c/_� Q9( ��C� r i (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT n SIGN n MOVE n DEMOLISH INSTALL REPAIR PROPOSED USE SFR I COMM n OTHER I TYPE OF CONSTRUCTION n BLOCK n FRAME n STEEL n OTHER 1 DESCRIPTION OF WORK 1 rP P )4 G �;,,6, )) z , r// > ) <;.'S) 2-€.„ 1 , 6) 2,c , BUILDING SIZE SQ FOOTAGE I HEIGHT 11 ,-4' BUILDING $ )OD 1 VALUATION OF TOTAL CONSTRUCTION n ELECTRICAL $ AMP SERVICE I PROGRESS ENERGY 1 W.R.E.C. I PLUMBING $ c n MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION Al (� 0 / C ` Fl GAS n ROOFING I SPECIALTY n OTHER t �' N � FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA nYES [1NO a , 7 " .................... ...... ............. . BUILDER 4,1„, ` . L /) �� COMPANY Pl6r rdA.. ..� ;- •t1 Lo)CdLJ_h- OL t' SIGNATURE fC� � REGISTERED I Y 1 N I FEE CURRENT I Y/ N t II Address 5�3y k 4,4 - le sc.) lei c.e_7 .33J iI. License # (..:6 (2) 5,eiy ? ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N 1 Address I I License # PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I I License # MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I 1 License # OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N 1 Address 1 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 Lite 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 Attomey (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 NC 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 • R AN ATTORNEY BEFORE RECORDING YOUR NO ' E OF COMMENCEMENT. FLORIDA JURAT (F.S 1 3) OWNER 0 . G CO NTRA A Subecnbyn • • ` or . ' rtn •) • : • this Subscribed and • • 1�1� • � • - th' 5-13 -� V by / .. S 3 - o by J✓ Who is/are personally 'own to me or ha ave p • • uced who is/are personally known to me or ha ave p oduced t( (,4a S-c as identification. C / ce.yc $— as identification. Al . f l�!d ( kp Notary Public ��,.: 1:,� 111 r ai _._. C t • otary Public c .••, ` o''• ' ACQUELINE BOG S ?* Co % fission DD 621833 •, : *_ - Commission DD 621833 Comm ion • A• ii . Expittss December 12, 2010 •= : -` Expires December 12.2010 ' , nr•,t� -s � e d Nil Troy Fain Inswing* y 31.701& Na /0.1. ry t9Pi1 Writ Ertglaugle 300.3e6.7010 Name of Notary typed, printed or stamped -, • , City of Zephyrliills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 1 4f A44, -, p Y4ii c 6 Pum- Date Received: S' / 3 -( 0 Site: 396q/ 2i- ,M.7 /7(,__. Permit Type: (/ Gt. r1 d 2 ) , 'gQ /4 te, i1 s y2 e /St Approved w /no comments. Approved w /the below comments: cif Denied w /the below comments: ❑ 5 ?e c Lc't This co - ent shee . , all. be kept with the permit and /or plans. at S Kal n Switzer Mans Examiner nate Contractor and/or Homeowner (Required when comments are present) 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. NOTICE OF COMMENCEMENT 110 111411111011111111111111111113111 2010062991 PelmitNo. Rcpt:1303631 Rec: 10.00 Tax Folio No 1,� Z) U DS : 0.00 �'. � !� ...1�`= °`-� .0 �� /U 0 5/05/10 D. Ziegler, 0 D _T g l Pty Clerk 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 information is provided in this NOTICE OF COMMENCEMENT. 1.Description of property (legal description)- .y C r D a) Street (job) Address: S � ) L� <r 1 :1 Ll a ( Q . �„ (? may► ��1 A6. uR___ Z.General desc iption of improvements: L L - P C/ )4 r byt 1 - ) 4 4 r 4 - 3 Information a) Name and address: (' � n !" du n /-4 a b) Name and address of fee simple titleholder (if other than owner) - FL L� c) Interest in property l7l - - - e r / i.Contr Information a) Name and address: , ' f b) Telephone No.: . �` • _ )' Fax —.E) ).l 4 5.Surety Information . Fax No. (Opt.) a) Name and address: PAULA S. O' NEIL , PASCO CLERK & COMPTROLLER b) Amount ofBond: r\ l 05/05/10 03 q 1 of 1 c) Telephone No.: OR BK '�� PG 6.Lender Fax No. (Opt.) L a) Name and address: \ 1 i) Phone No. 7 Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Narne and address: b) Telephone No.: Fax No. (Opt) 8.In addition to himself, o w n e r designates t efollowing person to receive a copy of the Lienor's Notice as provided in Section l 713.13(1)(b), 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 COMMVIENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR INIPEMMENTS TO YOUR PROPERTY. A NOTICE OF COMIVIENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 11' YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE • CONEVIENCING WORK OR RECORDING YOUR NOTICE OF COMMENCE& . STATE OF FLORIDA COUNTY OF PLNELLaS - 11. �....�L_ LA--- ' g: tore of Owner or vela's Authorized Officer/Director/partner/Manager Print e/ 1 {l : �Pf The foregoing instrument was acknowledged before me this day of 20 )6 by I') C,� } r \ ` ! as ne (type of authority, e.g. officer, trustee, _ attorney in fact) for (name of party on b ,T If of whom instrument was executed). Personally I�IIOLyB OR p Identification r Notary Slgna ' t Type of Identification Produced ) Name (pmt) F )4 r�� ( t 4 , t Verification pursuant to Section 92.525, Florida Statutes. Under penalties enalties of pe the facts stated in it are true to the best of my knowledge and belief.ijury' I declare that I have read the foregoing and that I. a'/NOC,rvsd.Op 7 / Si tore ofNa. .r P s , SGgmng m me : t. ...: le T► e1 „��. LAURA L K UN Z MY COMMISSION # DD552951 +OF Fes EXPIRES: May (407) 39 9 - 01 53 Y 16, 2010 , ,,, f , _ Florida N otary gervioe,can OF Fi..9ik OUNTY OF PASCO Cr "..',i,'`.;t, HE FOREGOING IS A k 1:. AND CORREC'T ..0'„ 0 F THE DOCUMENT DI'„I r- ILE OR OF PUBLIC:' zo. IN THIS OFFICE iAL SEAL THIS ,.... / ti Di-, OF 411/ i . d ...„. ., 2___ 40111 PAjLA ST 7 '-- & - •MPTROLLER • . . LERK Florida Lifetime Impact P p i\\\I- t • Window & Door, Inc. t \'\) t AAtti. \--- - " \''x • 5134 W. Idlewild Avenue, Tampa Florida, 33634 Office: 813.443.5810 Fax: 813.443.5812 State Certified Specialty Contractor License Number SCC 131149568 CONTRACT PURCHASER NAME: one Date*, _ 0 9 ‘N; �.r j.i ) � I I'll j 2:_c, 1 Address: C ` l r ' Lk 2.1 ", 4 ' 1 t\ i IA . , City 2, A%1 State: V' Zip:. . ` N Sales Rep: `y r / r Cell Phone: NJ General Description of Work: 3 ` p,� �r. v'L •t �`L �- 01 W % yl 1�1)v' l�rl11A 't --' -- .1. , ", 4 it t l 71 A ( 8 0 l'-' (=> s 'i -' \'''' 1 .1 "` 1 C- b-re--1 ) -.',. CC' G 9 ` 1 c tz- \ - ' 0 r - 1 L- \IVA `f. \ L -c)c-- irk{*"' 1_ .; , - i s � , - - r _w vac �vA �l 1 �(\ ' ` poz;. Vv- % VS 1 Gt c � `;, \-.,,44.\-\,o,--(.1,„-,-, i . ` IN `'r`v�0 - t �\......1_ \I i If, �� i l ] ` : ,:\ , C \ k — . -'. VN\ 5 lr > .A..,,,.,\ ) e ..C_ <__k - ,N1\ - _c-,,,,N4 -c., \--sr\"\\ PAINTING IS NOT INCLUDED IN SCOPE OF WORK (PLEASE INITIAL): / Al- Which is further described in the detailed specification sheet attached hereto as Exhibit "C" and initialed by the parties. The above work will be completed in accordance with the terms, conditions and specifications herein, with payment to be made in accordance with the following payment schedule: Cro 1. PRICE: $ �\ l - .' -' 2. TAX: $ - 3. TOTAL: $ �, A O t , CV 4. DOWN PAYMENT: $ 2. (., C .-' . 0-t) 5. PRICE: $ ‘-‘ 1 0 C ' 0 �' UPON COMPLETION OF WORK --` ' Contract price includes all applicable discounts, offers & promotions. Payment to be made by check made payable to : "Florida Lifetime Impact Window and Door, Inc." Which check is due and payable at Florida Lifetime Impact Window and Door's office at the address set forth above. Note: RETAIL SALES TAX MUST BE CHARGED UNLESS THE CUSTOMER SIGNS THE FOLLOWING: I certify that I own the land on which the structure I am improving is permanently affixed. Furthermore, I have filed a declaration with the Property Apprai -r req "slg the structure be assessed as realty and it bears an "RP" decal. Signature 7- -i- ;7 -, __ s" STATUTC)i€Y 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 WHO 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 LEIN. 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 IN 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 1 MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOUR 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 - - - - - - - - - - - - - -- -- .._.. _ ... - —.. ....... —.•... r'. •11-.If. A,r. f. L\ I1. T171 I/.T1l^ea 1 1Ckl 1 Alit/ IC ..: . . _'.7\ ' ', . ,, L. , ; .': • % ; ,',. ',,t..; , j, . " - ',Li ■ , ' • ' I 5 ■ , , , 7 ' ck ..:,.....-- c'cE.ViEW DATE (0 .. -- xr, co CITY OF ZEPHYRHIU-S w ( t1 PLANS EXAMINER k) -..J.1 . ,...r... L) ; --?- ,, ....„. ..._..‹.. -.., ,.., :•;-"' .., .....-< ‹.-- --- c:‘ , 'c-n . 7"--- — — t tr"-- --2---- I t --- I ,----- _ 2 X 0' ,--- k.. ( i _ ' ■ i --=-- --, () + Cr) r----.1 ; ,..... ........., c cil co �"1-- predi,l 4 per, 'N Farabaugh h En ineerin Inc.� and Testing, Ia�c. CERTIFICIATION TEST REPORT GORELL MODEL G5305 TILT DOUBLE HUNG WINDOW H -R30 (4 >_6,, X 6-5 FOR GORELL ENTERPRISES, INC 1380 WAYNE A VE INDIANA, PA 15701 Project No. T137-03 412/03 1 1 1 DANIEL G. FARAEAUGH, P.E. 255 Saurviers Eldon Rd. Trafford. PA 15085 (412) 373 -9238 5 Keystone Commons . 515 Braddock Avenue • Turtle Creek, PA 15 4 .a (412) 824 -3316 • FAX (412) 824 -3367 \rest c3 Project No TI37 -03 Report Date: April 2, 2003 Page 2 of 6 1 CERTIFICATION TEST REPORT 1 Manufacturer GORELL ENTERPRISES, INC 1380 WAYNE AVE INDIANA, PA 15701 Product Identification Product Type: Double Hung Window Series/Model #: G5305 Specification: AAMAlNWWDA 101/1. S.2 -97 Designation: H -R30 (54" X 77 ") AAMA/NWWDA 101/1.5.2 -97 GRADE 30 Product Description: Attached 1 Test Results: Attached Test Equipment: FET Testing Date: 3/17/03 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 copy of this report and test sample will be retained at FET for a period of 4 years. The results obtained apply only to the specimen tested, No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn form this test. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the referenced specification. This report does not constitute certifiic ation of this product, which may only be granted by the certification program administrator. Prepared . : 7 Approved bv: / ,.<9 / / Paul G. Fara s augh Patrick J. F "r augh, PE,/ - - . II Id MI Project No, T137-03 Page 3 of 6 i Produaktmet General: ii Test sample was comprised of Goreli Model "G5305" Tilt Double Hung Vinyl Prime, one- over-one (tat loading type) double hung window, with an overall master frame size measuring 54" wide X 77" high X 3-1/4" wide. The bottom sash measured 50-1/8" wide X III 38" high overall. The top sash measured 49-1/4" wide X 37-1/8" high overall. The frame corners were of welded mitered with one screw in bottom corners construction. The sash ims corners were of welded mitered type corner construction. Bottom sash had an exterior I/ aluminum screen. Each sash had (2) foam chimney blocks lowed in the jambs near the balances. One foam chum block for each side of each sash. Each perimeter frame mernber II hollows were filled with stirrofoam pieces that measured to be 7/16" x 9/16". The bottom rail of the bottom sash had a anti bow sway bar attached to the rail and when the window would shut the bar would slide into an opening that was in the center of the sill. 11111 Weather-stripping: MEMBER WEAT'HERSTIPPING QUANTITY WIDTH X HEIGHT LOCATION 1 III (INCHES) Frame Header Insert Center Fin Pile Seal 1 0.187" w x .23" ht 1 side face Frame Sill none 0 none I Frame Jambs none 0 - none Top sash –top rail Center Fin Pile Seal 1 I I 0.187' w x .23" ht I exterior face Top sash –hot rail Center Fin Pile Seal 1 i 0.187" w x .23" lit interior face (keeper mil) U Bottom sash – top rail Center Fin Pile Seal (meeting rail) 1 0.187" w x .23" ht exterior face , • Bottom sash --het rail Center Fin Pile Seal 1 (1.187" w x .23" ht Bottom face I out nil) Foam Filled Bulb Vinyl wi 1 0.3125" Dia. Bottom face th Fin Top sash – jamb stiles Center Fin Pile Seal 1 0.187" w x .23" ht Exterior Pace • Center Fin Pile Seal 1 0.187" w x .23" ht Side face . Bottom sash – jamb dues center FM Pile Seal — 1 0.1.87" w x .23" ht Exterior face Center Firt Pile Seal 1 0.187" w x .23" ht Side face 111 Screen - top rail Pile Seal 1 0.187" w x ,35" ht Interior face Operators and Other Hardware: N Each sash had two sets of (4)constant force balance shoes, one per jamb. One cam-type sweep lock was attached to the center of the bottom sash meeting rail with keeper on top sash meeting rail. One plastic tilt latch with thumb actuator was housed at each end of the top IN rail and interior meeting rail of the bottom sash. One die-cast pivot bar was fastened with (1) screw at each end of the bottom horizontal rails of the top and bottom sash. Each sash had a lift rail with the top sash lift rail on the top rail and the bottom sash lift rail on the bottom rail 1 1 1 Project No. T137-03 Page 4 of 6 Glazing System: Each sash was exterior drop glazed with 718" thick insulated glass using double-sided foam glazing tape. The sash utilized two (1/8") thick clear annealed glass lites with a 5/8" continuous metal spacer. An exterior snap-in single leaf dual durorneter rigid vinyl-glazing bead secured the glass. Weep Holes: Two (318" x 3/32") weep slots were located at the glazing track through the bottom of the top sash bottom horizontal rail, one 4-1/8" from each end. Two (1/4" x 3/32") weep slots were located at the glazing track of the bottom sash bottom horizontal rail, one 2" from each end. One (318" x 3/16") weep slot were located just above each of the pivot bars on the ends of the bottom sash rail of the both sashes. Two (112" x 118") baffled weep slots were located on the exterior face of the sill, each one 1-7/3" from each end. Four (1/2" x I/8") weep slots were located on the inner charnber wall of the sill, two on very end of each side. Two (1/2" x 3/16") weep slots were located on the interior of the sill, one 1-3/4" from each end. The frame sill was a sloped sill. Three (3/8" diameter) baffled weep holes were located on the bottom rail of the screen, one weep in the center and one 5 from each end Sealant: Silicone sealant was applied to all the following areas: • Entire bottom of the sill to buck intersection.. • Screw heads hole openings used for anchorage of the frame to buck. • Exterior and interior of frame to buck intersection. • A 1/4" wood Shinn around the perimeter of the frame secured to the frame. • Cover flange at the sill and header on the exterior of the frame was sealed to the frame/flange intersection and the flange was also sealed to the buck/flange intersection. Anchorage: A 1/4" wood shim was attached with silicone to the perimeter of the buck frame. Two additional 'A" wood shim strips were attached at each jamb screw attachment to the wood buck. The frame was attached to the buck using 2" long wood screws along with silicone at the sill and on the exterior and interior perimeter of the frame to buck intersections Each jamb was attached with five sets of 2" long screws. The header was attached with three sets of wood screws. Each set of screws consisted of a screw located on the interior jamb track and one screw located on the exterior track of the frame. Each set of screws were attached parallel to each other. The sill was secured using a built up of wood that was secured to the buck and then the sill was attached with silicone to the wood. The exterior of the sill then used a trim attachment and was secured to the frame sill and buck using silicone Project No. T137.03 Page 5 of 6 GORELL "G5305" DOW:3LE RUNG WINDOW Test Results Par-a2r*0h Tekt Tide / Test Results Allowable Aderepeed Test Method GepwesePetfortnance Requirements 2.1.2 Air' Infdtration Test (ASTM E-283-91) @ 1.57 psf 0.09 cfmisf 0.30 cfm/sf The test specimen meets the performance levels specified m AAMAINTVWDA 101 1.S.2-97 for Air Infiltration. 2.1.3 Water Resistance Test (ASTM E547-96) @ 2.86 psf (w & wo screen) No penetration No penetration 2.1.4.2 Uniform Load Structural Test (see optional performance results) 2.1.7 Welded Corner Test Meets As Stated 2.1.8 Forced .Entry Resistance (ASTM F588-97) Performance Level 10 Type A (Section 10) Sec. 10.1 Lock Manipulation Test No Failure As Stated Sec. 10.2.1.1 Test Al No Failure As Stated Sec. 10.2.1.2 Test A2 No Failure As Stated Sec. 10.2.1.3 Test A3 No Failure As Stated Sec. 10.2.1.4 Test A4 No Failure As Stated Sec. 10.2.1.5 Test A5 No Failure As Stated Sec. 10.2.1.6 Test A6 No Failure As Stated Sec. 10.2.1.7 Test A7 No Failure As Stated Sec. 10.2.1.8 Lock Manipulation No Failure As Stated Test Specific Window Performance Results 2.2.1.6.1 Operating Force Test top sash 30 Ib up. 11 lb dn 30 lb bottom sash 28 lb up, 8 Ib dn 30 lb 1111 , 1 Project No. T137 -03 Page 6 of 6 II GO ` ELL "G5305" DOUBLE HUNG WINDOW Test Results (cont.) Paragraph Test Title / Test Results Allowable 1 Referenced Test Method II 2.2.1.6.2 Ding Test (,ATM E987 -88, Method 13) Top sash 1 left stile @ 50 lbf 13 °.'o <100 right stile @ 50 lbf 13 % < t 00% top rail @ 70 lbf 13 % <100% II bottom rail ® 70 lbf 13% <100% Bottom sash left stile ( 50 lbf 13 % <100% • right stile (c 50 lbf 13 % <100% top rail ® 70 lbf 6 % <100% II bottom rail a , 70 lbf 6 % <10O% rptlonal Performance Results III 4. 3 Water Resistance Test (ASTM E547 -96) II rz..: 8.25 psf (w & wo screen) No penetration No penetration U 4.4.2 Uniform Load Structural Test (ASTM E- 330 -97) (0.4 %xL) Q 45 psf positive 0.073" * 0.197" MI (tt 45 psf negative 0.089" * 0.197" x'45 psf positive 0.013" * 0.152" (stile) 45 psf negative 0.076" * 0.201" (bot. rail) - Maximum Deformations. 1 1 1 I 1