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HomeMy WebLinkAbout10-11342 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 11342 BUILDING PERMIT Permit Number: 11342 Address: 6434 SILVER OAKS DR 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: SILVER OAKS Est. Value: Parcel Number: 03- 26 -21- 0120 - 00000 -0230 Improv. Cost: 7,077.00 Date Issued: 12/23/2010 Name: SMITH, IRWIN Total Fees: 112.50 Address: 6434 SILVER OAKS DR Amount Paid: 112.50 ZEPHYRHILLS, FL. 33542 Date Paid: 12/23/2010 Phone: (508)846 -2875 Work Desc: INSTALLATION 10 REPLACEMENT WINDOWS SIZE /SIZE �- r 1 ■■ nI1•n: :l , fr Lkx c 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 reco ; ing your notice of commencement." CONTRACTeR SIGN _ URE PERMIT OFFI 'R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813 - 780 -UU2U uity of Leprlyrt1111S rearm Application) p., 11382, rdx- ola- iou -uut1 Building Department f' Date Received - -�) �Z `� d Phone Contact for Permittin : _ L � :� �j / Owner's Name �) . (N 1 f 6(, j�- 0 j / k Owner Phone Number 50 - tS `Z s_ Owner's Address lo7 n )1 6) ) Q C c s Owner Phone Number Fee Simple Titleholder Name . I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS V/134 l 61 I V er s b t- LOT # I SUBDIVISION ) ) V r r 04: 1 - K - -.S , PARCEL ID# 0 3 -- Q1/ `c) ) "O) ( 1 : 4 ! . ) - . : : : 5 e . . . ‘ 6 ' 0 ,(.3a (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT 1 ( SIGN n n DEMOLISH INSTALL REPAIR PROPOSED USE n SFR F COMM ( ( OTHER I I TYPE OF CONSTRUCTION n BLOCK Q FRAME NM STEEL n I DESCRIPTION OF WORK (z 4 `,-„!� J 0 C) 1 : >r{ 2) �s (1 - , --e �G)(^ , ) 2'e-- BUILDING SIZE SQ FOOTAGE 1 HEIGHT rEfOILDING $ 7 -2.-) 6 VALUATION OF TOTAL CONSTRUCTION ( ELECTRICAL $ AMP SERVICE I ( PROGRESS ENERGY n W.R.E.C. (PLUMBING $ (MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ( - ( GAS [( ROOFING (l SPECIALTY I I OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA ( NO W BUILDER �� - = '� \`�� COMPANY I9 » L :' f, r 'j r,rY2. e q . � -I� - SIGNATU c ei&_,,� . ✓ /% fi t `! ` REGISTERED J Y / N I FEE CURREN I Y / N I Address lb tx) ', )r_ ` 4w--`2-- 1 ;r il/39 License # I (, 6 / /)3/ ti � ' `� 1 ELECTRICIAN COMPANY / SIGNATURE REGISTERED ( Y/ N j FEE CURREN I Y/ N I Address I 1 License # I I PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N J FEE CURREN I Y/ N I . Address I I License # I I MECHANICAL COMPANY SIGNATURE REGISTERED 1 Y/ N 1 FEE CURREN I Y/ N Address I 1 License # I I . OTHER COMPANY I I SIGNATURE REGISTERED I Y/ N I FEE CURREN I Y/ N I Address I 1 License # I I 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 Attomey (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 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 OR AN ATTORNEY BEFORE RECORDING YOUR N • TICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER O �10ENT - • T:' Subscribed ands m to (or affl d before me this Subs:. • • to (or affirm - • . ore me this by i 4 CO ' --- b ' _, 4... Who i are personally known to me or has/have produced Who i c y:: are known to me or has/have produced Who 7 X as identification. Jj /) al . as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped Pasco County Parcel: 03- 26 -21- 0120 - 00000 -0230 001 Page 1 of 1 Data Current as Of: I Weekly Archive - Saturday, December 18, 2010 Parcel ID II 03-26-21-0120-00000-0230 (Card: 001 of 001) Classification 01 - Single Family Mailing Address Property Value SMITH IRWIN T Ag Land $0 6434 SILVER OAKS DR Land $35,826 ZEPHYRHILLS FL 33542 -4815 Building $108,507 Physical Address Extra Features $1,620 6434 SILVER OAKS DR ZEPHYRHILLS FL 33542 -4815 Market Value $145,953 Assessed (Save Our Homes) $145,953 Legal Description (First 4 Lines) Homestead 196.031 $25,000 SILVER OAKS PHASE ONE Non - School Additional Homestead Exemption - $25,000 PB 26 PGS 46 - 49 Non - School Taxable Value $95,953 POR OF LOT 23 & POR OF LOT 24 School District Taxable Value $120,953 DESC AS: COM AT THE INTERSEC Warning: A significant taxable value increase may occur when sold. Click here for details and info. regarding the posting of exemptions. Land Detail (Card: 001 of 001) Line II Use IIDescription° Zoning II Units II Type Price Condition I Value I 1 II 0100 II SFR p OPUD II 6,000.00 II SF 1 $5.06 1.00 I $30,360 I 2 II 0100 11 SFR II OPUD II 5,358.67 II a II $1.02 11 1.00 II $5,466 I Additional Land Information I Acres II 0.26 II Tax Area 0 30ZH II FEMA Code II X IlResidential Codell SIVLLP1 Buildina Information - Use 01 - Single Family Residential (Card: 001 of 001) Year Built 1992 Stories 1.0 Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 None Flooring 1 Cork or Vinyl Tile Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted A/C Central Baths 2.0 I Line I Description _I Sq. Feet I Repl. Cost New - I I 1 11 B II 1,592 II $108,941 I 2 I F.A. I 300 II $7,185 I 3 II FGR I 483 I $13,207 4 Q 36 $616 I Extra Features (Card: 001 of 001) I Line 11 Description II Year II Units 11 1 Value I 2 I CON PTO I I 1992 II 288 II $ $454 Sales History Previous Owner RANGEL SOMMER & GERALD() Year II Month I I Book /Page I I Type II Amount I 2005 II 08 II 6518 / 0597 11 $205,000 2004 II 06 I 6145 / 0010 i II $ 1 ,,000 2004 I I 5921 / 1317 http: // appraiser. pascogov. com / search /parcel.aspx ?sec =03 &twn= 26 &rng =21 &sbb= 0120 &... 12/20/2010 OF FLORIDA, COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING ISA TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNE4S MY HAND i OFFICIO L SEAL TH �l DAY OF ih!,24% 2 U CU PA 'NEIL, C & COMPTROLLER 6Y, , -41Pr __ DEPUTY CLERK Florida Lifetime Impact 1 / 3 Window & Door, Inc. 5134 W. Idlewild Avenue, Tampa Florida, 33634 Office: 813.443.5810 Fax: 813.443.5812 State Certified Specialty Contractor License Number SCC 131149568 CONTRACT De, A r f lJ PURCHAS R NAME: r \\ Phone: Date: Address: IC OAKS D12.. City: 7j f L(_ State: Zip: 333-77Q Sales Rep: Cell Phone: � � r !. I1itId/Z/ General Description of Work: Rainb k ° A) 4 00SE tO O Lb W 1N•WS R P c —AC WV` 0 \O Nt_W 60@w_ b3 t 3S-€-t C L.14 SS 'P AS N)-1 RAPA �' �, Vt. o t tk-kol .l.- Cv &QS L . N(2_ I ti C t.L )OF S R T I c NSPPC7?( S LAVD4Z C t tJ urn�,� �� S �lq t ONCE- - Wt. S AI AL I 6 N4-#74/16 C, e.6 - '1?-44L 6 Which is further decrlbed 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: P �• ` C may^- L,r f J . � 7 — ') 1 6 I . PRICE: $ " 70 7 . Cr Q M�/ TJ /; � L 2. TAX: $ 3. TOTAL: $ 7 0.7 ? . 4. DOWN PAYMENT: $ 3 5 OO , 00 5. PRICE: $ ,`36 7 00 UPON COMPLETION OF WORK 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 Appraer requesting ,e struc re be assessed as realty and it bears an "RP" decal. at _ — L. ✓ LJ /iC f 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 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 anew 41AVP All Fn Tn PAY 111 PRATI I T Yn1 IRSFl r WHIP SHnlll n STIPIII ATF IN THIS CONTRACT THAT BEFORE ANY ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA $ CODE NATIONAL ELECTRIC ORDINANCES CITY OFZEPHYRH S Ih10ES �vrEyy p CITYOFZEP Z-IL --(4 P ECM NE RH <<� - loP 0 t mil trk 0 v 44 \ ''* Li k 7C tik W N " I . ■ r ■ed 7 i Irara t) !)auGh Fngineering and *Testing inc.:. , 1 I (ILA [ frIC.A 1 I t )1\ 1 I J R1-)()R 1 M(,)1)11: G5301 1-1X1D WINDOW 1:\\ -1■50 S17:1' 1.5 'Thitil X 182911111) 0)0 1 (()RF,L,L \VIN.D(\VS /\ ND DOORS 1380 \\ AVI:N1 'IF INI)1.'\ NA, P,\ 15701 Project No. 1 71 DtukilEt G, FARk,f3AUG11, for,....., 255 SatiNi9r,z. Station [,. '1 reffrgd, PI: 1508r 1 , 4 12) MIAMIDADE, nr■ \ic McKeesport PA 15135 14121 751 -nooi FAX (al 2) '751 0007: v1"‘Af\AI FLII.ARc litotec.1 No, 1707-09 00.) Date; July ; 2009 I CERTIFICATION TEST REPORT 1,1nnf,rcturcr: (()RI-.1_I, a %INDOWS ;AND DOORS 1. Wayne Ave. Indiana_ P A. 15701 Product Identification FiNed \V indi1VV, �rri� Ir�il l (i.1301 fl C1 cation: AAII1A!WDI\1/\ /CSA 101/1.5. 2/A440 -05 ?_ais_rrl(io1��: l'W -R50 Size l c ted 1:32 nun X 1820 nun (Oft 1_ ; Y.) Window ohtained R50 rating. Prodr ci Di:script10n: Attached 1osr i;csulis: Attached 1 0s 1 Onipnlent: If I:1' 1rsrnlg Date: 71 %0 hxpiration Date: 1 i 13 1 ) 01,1110d assembl, drn‘v,ings showing wall thickness orall mcmhers. col construc(ion �1 `1�II�l1�Ilrc jpn11CJ0011 are on 1110 and have been compared (o the ti;anip)c 5 11� 1 L 1 11 I u C d (his rcpor oiid (l ;t sam 1lc will he 1'1 (line 2 � d for pcTtod of .1 years. 1110 u9 i)h1Ll(nCd 1pp1\ only t0 the specimen Ic:> cd. No conclusions of wo l<1I1d Ic'),:ij lIng C 'Itl).;inacV" C)l' inadcg1Ja0V of the glass in (lie test specimen may he drawn Corm lhis La. \ con of Ihi.n report has been torw arded 10 certification program adulinistrinor. I h_ iIhn',o results v,cre secured by using the designated test methods and (hey indicate c��nil�li,lnce v∎itll the pertortnancc requirements orthe referenced specific abort. - 111H .., I`, �rL ills Ill)( r � I c n.,11tutc certiFication o[ flits product. which nlav ooh he pruntcd by the ::1lifir:0jon prcrttram adrrlinis tor. 1 v'e(_i hv: i i l?hro hv: -).1 it hod 1 ,11a141ur_h Daniel G. l 1n�ihaup11 Pi: roicct No 1!;!!(17.09 Page Product i)escrintion 4.;eneral: 1 eisr sample \\a' comprised of Gorell klodel G.5.301 Fixed Vinyl window. with an crall master frame size measuring 60" wide X 72 high XI 3-1/4" deep. The frame corners were or mitered construction. Styrofbam insulation r\ a,S in the lower It. nor chamber hollow of the frame. Perimeter foam insulation strip was attached to Mc 1,i 1dc side face of the header and jambs. There vas "no reinforcement on this Stem: He !rmuc nas eNtaro[ drop glazed ■vith 7/8' (nominal) thick insulated glass that \vas sei on 0.)( melt scaiam around the perimeter of the glazing (exterior). The. insulated um' cons- iuej oL(2i 3/16" thick clear annealed glass with a 1/2 aluminum metal spacer An cxtc jor enap-in single leaf durorneter rigid vinvi glazing had was used to secure 'Me glay the glazing sealant was Dow Corning 111\ T-2510 1101 Nlelt Sealant, Sealant: 4: uic sealant was applied to all he following: 1 4\ rand stops to Frame/buck intersection. .! I ':acrita- fr.000 buck intersection. Weep ifolcs: uH, \\ x '8 1 weeps slots with baffles were located on the exterior lace onct 1:4 From each end. Ino w y 1/8"! 11) weeps slots with baffles vere t0 01-) the icri01 lace of the silk one 2-1/4 from each end. Two (3/8 x h ..lots with baffles were located in the glazing bead (rack, each located 2-1!4' from each end Iwo t I /2 s 1/8 weep slots with baffles were located at the glazing t lack - a) the sill. each located 2-1/8 from each end, Two (1/2 n x 1/4 41 weep slots ere located 00 top °Idle interior track athe sill, each located 2-1/8 from each end. \k x 1/8 I)) sweep slots were located on the otter interior 4000i0 el il11v, w1I of the sill, onc al comer preach end. Tw w s 1 28 41 weep slots \■e' locate, I on the inner interior bottom chamber hollow wall of the sill, one u each cornet Anyhorc: I lie ta 01 the wood brat framing members consisted 012 TX, 10 (irdde 3 8 0 1- rhe header and jambs of th Fram pcas atlached to the wood buck ':1111 N i Scr S. - 1 ?tree screv, s attached each jamb to the Huck. one al rrom each ;.1),1 :nm I oil m center. I hr.tT scrc.w attached 111c headet to th Hich„ on (:). 1,2 tan) one in (he CCMCI". The interior perimeter or the frame . t.t.itys secured wHh w, slops. 18 ea s 1-1/4 long- brad nails secured the interim wood slops to 1 he 1 he brad nails were spaced at 16" o.c (ilonitt I h C jambs/ht.-A and a( 12" o c along ikc rli 1 sill \■'as secured with 000 01000 ol(2-112 x 10-1 1" liana x 1 4 thick (hat spanned the widili 011110 bottom ()laic sill and as locale() in he center ihc call. .1 hive 1 a s 1-1 /4 long brad nails secnrod each inasoni10 piece 10 the kick icork: calai sealed the exterior racc, or the f (.0 the Huck. Proiccl No. 1 J) -O9 p „ . " (,( , mOl)iEL G5301(60" x 7211 FIXER) WIN1)()NN Test Results 'Pest Title / Test Results .-Allowable Referenced Test I \iethod Galen al Perf01'!nultce Results i\ ( 11-)s) :fir Infiltration Test (;A,S I \11.- 283 -04) 1,is*m :).. (cim.'f12) ( i .(; psf) 9.0_ ( 0. 0 1 1 1 ((1. 77 ' cep' S/JE'Citnel7 CCCCe(IS 1170 1781_10111)tl17 1E'1'i'l y S)7((1 /!('ii 111 :1/1:11. 1 111),114 1(11.'7 S 2 %4140 -0 for Ai!' fi f(1r o /inrl Water Resistance Test (ASTM F547 -00) .a 140 Po (2.9 psf) NO penetration Noy pencil Uniform Load Deflection 'Test tics (_optional Performance Result - Uniform Load Structural Test See Optional Performance Result � 1 Forced f ntry Resistance Test isASTNii l'f; B. -04) Per 1.evel 10 Type I) �cc, A17.1 1)is,rssernhly Test No failure ��� lrtccl Sec, - \' 7 Sash Manipulation I est No failure 1 tilaka.l - Thermoplastic Corner \\ch,i Tcst Nle.cts ;1s tit lcd •1 t Optional Performance Results \later' Resistance - lest (..V-; \t L517 - 00) ' 360 f)ji (? psfl ■v)o penelratinn tii penctrUilion IIHd 1I17-M '2: I • NICYDE1_, G5301(60" x721) FIXED WiNDO\Al Test Results Par:tat Test 'fitle / Test Results Allowable Referenced Test Method ilniform Load Deflection Test (\11 1-330-02, ) Rupoil OHL :)..100 Pa ( IA) positive .nii(O(H R 01, r )Pu P ( .50 psi') negative 0.51 mm() P2(i \Ii imtiui Denec(ion. liniform Load Structural Test LAS I NI [:;30-02) : Pi (75 psr) positive 0mn0.001 0 00H Pa (75 psp negative 0.10inin(0.00zr) . 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Architectural Testing AAMAIWDMA/CSA 101 /I.S.2/A440 -05 TEST REPORT Rendered to: GORELL WINDOWS AND DOORS SERIES/MODEL: G5305 PRODUCT TYPE: PVC Double Hung Windows Summary of Results Title Test Specimen #1 Test Specimen #2 Primary Product Designator H -R35 1321 x 1829 H -R50 1118 x 1600 (52 x 72) (44 x 63) I� Design Pressure 1680 Pa (35.11 psf) 2400 Pa (50.16 psf) Operating Force (in motion) 107 N (24 lbf) N/A Air Infiltration 0.66 L /s /m' (0.13 cfm /ft2) N/A Water Penetration Resistance Test Pressure 400 Pa (8.36 psf) N/A Uniform Load Structural Test Pressure ±2520 Pa ( psf) ±3600 Pa (±75.24 psf) Forced Ent Resistance Grade 10 N/A Test Completion Date: 05/04/09 This report contains in its entirety: Cover Page: 1 page 0\ �U�\tin ��� Report Body: 10 pages ��`` 1. .' S T 6 , ' Drawings: 21 pages :.V No. 65868 cc\'. -- * * : * :Cry s. 0 STATE OF : ( S O a r�`// rnrN�AriiC � 00\�\� O orew 2009.05.14 09:08:46 - 04'00' Reference must be made to Report No. 91291.01- 501 -44, dated 05/13/09 for complete test specimen description and data. 1140 Lincoln Avenue Springdale, PA 15144 phone: 724 - 275 -7100 fax: 724 -275 -7102 www.archtest.com Atik Architectural Testing AAMAIWDMA/CSA 101/I.S.2/A440 -05 TEST REPORT Rendered to: GORELL WINDOWS AND DOORS 1380 Wayne Avenue Indiana, Pennsylvania 15701 .- Report No.: 91291.01- 50I -44 Test Dates: 05/01/09 Through: 05/04/09 Report Date: 05/13/09 Expiration Date: 05/04/13 Project Summary: Architectural Testing, . Inc. was contracted by Gorell Enterprises to perform testing on two Series /Model G5305, PVC double hung windows. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: 1-I-R35 1321 x 1829 (52 x 72); Test Specimen #2: 11 -R50 1118 x 1600 (44 x 63). Test specimen description and results are reported herein. The samples were provided by the client. Test Specification: The test specimens were evaluated in accordance with AAMA /WDMA /CSA 101 /I.S.2/A440 - 05, Standard /Specification for Windows, Doors, and Unit Skylights. Test Specimen Description: Series/Model: 05305 Product Type: Poly Vinyl Chloride (PVC) Double Hung Window Test Specimen #1: H -R35 1321 x 1829 (52 x 72) Overall Size: 1321 mm (52 ") wide by 1829 mrn (72 ") high Top Sash Size: 1200 mm (47 -1/4 ") wide by 879 mm (34 -5/8 ") high Bottom Sash Size: 1226 mm (48 -1/4 ") wide by 902 mm (35 -1/2 ") high 1140 Lincoln Avenue Springdale. PA 15144 phone: 724- 275 -7100 fax: 724 - 275 -7102 www.archtest.com 91291.01- 501 -44 Architectural Testing Page 2 of 10 Test Specimen Description: (Continued) Test Specimen #1: H -R35 1321 x 1829 (52 x 72) (Continued) Screen Size: 1207 mm (47 -1/7') wide by 891 mm (35- 1/16 ") high Overall Area: 2.4 m (26.0 ft Reinforcement: No reinforcement was utilized Test Specimen #2: H -R50 1118 x 1600 (44 x 63) Overall Size: 1 118 mm (44 ") wide by 1600 mm (63 ") high Top Sash Size: 994 mm (39 -1/8 ") wide by 767 mm (30- 3/16 ") high Bottom Sash Size: 1019 mm (40 -1/8 ") wide by 789 mm (31- 1/16 ") high Screen Size: 1003 mm (39 -1/2 ") wide by 776 mm (30- 9/16 ") high Overall Area: 1.8 m (19.3 ft Reinforcement: The lock rail and exterior meeting rail utilized custom shaped, extruded aluminum reinforcement, (Reference Drawing No. 18060). The following descriptions apply to all specimens. Finish: All PVC was white. Frame Construction: The extruded PVC frames were of mitered and welded corner construction. A rigid PVC insert was located at the head. Sash Construction: The extruded PVC sashes were of mitered and welded corner construction. 91291.01- 501 -44 Architectural Testing Page 3 of 10 Test Specimen Description: (Continued) Weatherstripping: Description Quantity Location 0.187" backed by 0.230" 1 Row I-Iead insert, lock rail, exterior sash high center fin pile top rail, exterior meeting rail, and interior sash bottom rail 0.187" backed by 0.230" 2 Rows All sash stiles high center fin pile 0.187" backed by 0.350" 1 Row Screen top rail high center fin pile 0.187" backed by 5/16" 1 Row Interior sash bottom rail high foam filled vinyl bulb Glazing Details: The sash were exterior glazed with nominal 7/8" thick sealed insulating glass fabricated from two sheets of 1/8" clear annealed glass and a "U" shaped steel spacer system embedded in sealant, single sealed. The insulated glass was set from the exterior against a bead of QSO non- curing adhesive, and secured with rigid vinyl glazing beads. Drainage: A sloped sill was utilized. Description Quantity Location 1/2" wide by 1/8" high 2 Sill exterior face, one 1 -3/4" from weepslot (with foam baffle) each end 1/2" wide by 1/8" high 2 Sill intermediate wall, one at each weepslot end through two walls 1/2" wide by 3/16" deep 2 Sill screen leg, one 1 -3/4" weepslot from each end 3/8" wide by 1/8" deep 4 Bottom rail and exterior meeting rail weepslot glazing pockets, one 4 -114" from each end. through two walls 1 91291.01-501-44 Architectural Testing Page 4 of 10 Test Specimen Description: (Continued) Hardware: Description Quantity Location Metal cam lock 2 Lock rail, one 10" from each end with corresponding keeper on the exterior meeting rail Metal pivot bars 4 Exterior meeting rail and interior sash bottom rail, one at each end Plastic tilt latches 4 Exterior sash top rail and lock rail, one at each end Metal snubber 2 sets Sill, one 18" from each end, engaging an extruded groove in the interior sash bottom rail Screen Construction: The screen was constructed from extruded aluminum. The corners were straight -cut and secured with snap -in plastic corner keys. Fiber mesh screen cloth was secured with a flexible vinyl spline. Installation: The unit was installed in a wood buck constructed from Spruce- Pine -Fir construction lumber. The unit was secured through the jambs with six #6 x 2 -1/4" long screws, located 6" from each end, and one at mid -span of each jamb. The head was secured at the mid -span with one 46 x 2 -1/4" long screw. A nominal 3/16" shim space was maintained at the perimeter between the test unit and wood buck. A 3/4" x 3/4" wood blind stop, secured with 1 -1/2" long brad nail spaced approximately 12" on center, was located at the interior perimeter. The exterior and interior perimeter was sealed with a silicone sealant, with the exception of an approximate 4" long void at the interior sill corners. 4 • 91291.01- 501-44 Architectural Testing Page 5 of 10 Test Results: The temperature during testing was 21 °C (70 °F). The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: H -R35 1321 x 1829 (52 x 72) 5.3.1 Operating Force per ASTM E 2068 Interior Sash Initiate motion - open 71 N (16 lbf) Report Only Initiate motion - close 44 N (10 Ibf) Report Only Maintain motion - open 98 N (22 lbf) 155 N (35 lbf) Maintain motion - close 35 N (8 lbf) 155 N (35 Ibf) Exterior Sash Initiate motion - open 116 N (26 Ibf) Report Only Initiate motion - close 93 N (21 lbf) Report Only Maintain motion - open 76 N N (17 Ibf) 155 N (35 lbf) Maintain motion - close 107 N (24 lbf) 155 N (35 lbf) Latches 9 N (2 lbf) 100 N (22.5 lbf) Locks 9 N (2 lbf) 100 N (22.5 Ibf) 5.3.2.1 Air Leakage Resistance per ASTM E 283 75 Pa (1.6 psf) 0.66 L /s /m' 1.5 L/s/m (0.13 cfm /ft (0.3 cfm /ft' max. Note 41: The tested specimen meets (or exceeds) the performance levels specified in AAA'L4 /WDt12A /CSA 101/1.S.2/A for air leakage resistance, 5.3.3.2 Water Penetration Resistance per ASTM E 547 See Note 42 5.3.4.2 Uniform Load Deflection per ASTM E 330 See Note #2 5.3.4.3 Uniform Load Structural per ASTM E 330 See Note #2 Note #2: The client opted to start at a pressure higher than the minimun required. Those results are listed under "Optional Performance". 5.3.5 Forced Entry Resistance per ASTM F 588 Type: A Grade: 10 Disassembly Test No entry No entry Tests Al through A7 No entry No entry Sash Manipulation Test No entry No entry Lock Hardware Manipulation Test No entry No entry 91291.01- 501 -44 Architectural Testing Page 6of10 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: H -R35 1321 x 1829 (52 x 72) (Continued) 5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated 5.3.6.3 Deglazing Test In operating direction - 320 N (72 Ibf) Exterior sash top rail 2.8 mm (0.11") 11.4 mm (0.45") Exterior meeting rail 3.0 mm (0.12 ") 11.4 mm (0.45 ") Lock rail 3.0 mm (0.12 ") 11.4 min (0.45 ") Interior sash bottom rail 2.8 mm (0.11") 11.4 mm (0.45 ") In remaining direction - 230 N (52 Ibf) Exterior sash right stile 2.5 mm (0.10 ") 11.4 mm (0.45 ") Exterior sash left stile 2.0 mm (0.08 ") 11.4 mm (0.45 ") Interior sash right stile 2.3 mm (0.09 ") 11.4 mm (0.45 ") Interior sash left stile 2.0 mm (0.08 ") 11.4 mm (0.45 ") Optional Performance 4.4.2.6 Water Penetration Resistance per ASTM E 547 (with and without insect screen) 400 Pa (8.36 psf) No leakage No leakage b 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the exterior meeting rail) (Loads were held for 52 seconds) 1680 Pa (35.11 psf) (positive) 30.5 mm (1.20 ") See Note #3 1680 Pa (35.11 psf) (negative) 30.5 mm (1.20 ") See Note #3 4.4.2.6 Uniform Load Deflection per ASTM .E 330 (Deflections were taken on the exterior sash right stile) (Loads were held for 10 seconds) 1680 Pa (35.11 psf) (positive) 7.9 mm (0.31") See Note #3 1680 Pa (35.11 psf) (negative) 1.8 mm (0.07 ") See Note #3 Note 1 The deflections reported are not limited by AAAL4 /WDAL4 /CS.4 101 /1.S. 2 /A- I-10 -05 for this product designation. The deflection data is recorded in this report for special code compliance and information only. • 91291.01- 501 -44 Architectural Testing Page 7 o 10 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: H -R35 1 321 x 1829 (52 x 72) (Continued) Optional Performance (Continued) 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the exterior meeting rail) (Loads were held for 10 seconds) 2520 Pa (52.66 psf) (positive) 2.5 mm (0.10 "). 4.8 mm (0.19 ") max. 2520 Pa (52.66 psf) (negative) 1.0 mm (0.04 ") 4.8 mm (0.19 ") max. 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the exterior sash right stile) (Loads were held for 10 seconds) 2520 Pa (52.66 psf) (positive) 1.0 mm (0.04 ") 3.6 mm (0.14 ") max. 2520 Pa (52.66 psf) (negative) 0.5 mm (0.02 ") 3.6 mm (0.14 ") max. Test Specimen #2: H -R50 1118 x 1600 (44 x 63) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the exterior meeting rail) (Loads were held for 10 seconds) 2400 Pa (50.16 psf) (positive) 14.5 mm (0.57 ") See Note #3 2400 Pa (50.16 psf) (negative) 10.7 mm (0.42 ") See Note #3 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the exterior sash right stile) (Loads were held for 10 seconds) 2400 Pa (50.16 psf) (positive) 7.4 mm (0.29 ") See Note #3 2400 Pa (50.16 psf) (negative) 0.3 mm (0.01") See Note #3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the exterior meeting rail) (Loads were held for 10 seconds) 3600 Pa (75.24 psf) (positive) 1.8 mm (0.07 ") 4.1 mm (0,16") max. 3600 Pa (75.24 psf) (negative) 0.5 mm (0.02 ") 4.1 mm (0.16 ") max. 91291.01 - 501 -44 Architectural Testing Page 8 of 10 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #2: H -R50 1118 x 1600 (44 x 63) (Continued) Optional Performance (Continued) 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on exterior sash right stile) (Loads were held for 10 seconds) 3600 Pa (75.24 psf) (positive) 0.5 mm (0.02 "). 3.0 mm (0.12 ") max. 3600 Pa (75.24 psf) (negative) <0.3 mm (<0.01") 3.0 mm (0.12 ") max. Tape and film were used to seal against air leakage during structural testing. In our opinion, the tape and film did OR did not influence the results of the test. Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing and are representative of the test specimen reported herein. List of Official Observers: Name Company Dan Davis Gorell Windows and Doors Jim Grippo Architectural Testing, Inc. Mike Clay Architectural Testing, Inc. ,, 91291.01- 501 -44 Architectural Testing Page9ofl0 Detailed drawings, data sheets, representative samples of test specimens, a copy of this report, or other pertinent project documentation will be retained by Architectural Testing, Inc. for a period of four years from the original test date. At the end of this retention period, such materials shall be discarded without notice and the service life of this report will expire. Results obtained are tested values and were secured by using the designated test methods. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen can be made. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimen(s) tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc. • For ARCHITECTURAL TESTING, INC. 411 Digitally Signed by: Michael Clay Digitally Signed by: Michael D. Stremmei Michael Clay Michael D. Stremmel, P.E. Laboratory Manager Senior Project Engineer MC:sld Attachments (pages): This report is complete only when all attachments listed are included. Appendix -A: Alteration Addendum (1) Appendix -B: Drawings (21) • O PO `E_ a r ,O Lt-) In arm a ^ ^ P o d • =oz a z 9;3." 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