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HomeMy WebLinkAbout07-7209 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 7209 7209 Permit Type: ADDITION/ALTERATION Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: SINGLE FAMILY RESIDENTIAL Square Feet: Est. Value: Improv. Cost: 2,300.00 Date Issued: 11/19/2007 Total Fees: 67.50 Amount Paid: 67.50 Date Paid: 11/19/2007 Work Desc: WINDOW REPLACEMENTS 2 Address: 6135 20TH T ZEPHYRHILLS, PL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 02-26-21-0190-00000-0140 Name: BART N, WILLIAM Address: 6135 20TH ST ZEPHYRHILLS, FL. 33542 Phone: 813782-7458 IMPACT SIZE/SIZE REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection trips are necessary due to anyone 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 roperty. If you intend to obtain financing, consult with your lender or an attorney ording your n tice of commencement." CT IG ATURE PERMIT OFFI PERMIT RES 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 Building Department Fax-813-780-0021 Date Received Owner Phone Number Owner Phone Number I '5 I ~ Owner Phone Number I 9~ d *-'s-8' I I I I . (~\. O\C10..oocoO . C 1'-\-0 / I Owner's Name Owner's Address Fee Simple Titleholder Name I JOB ADDRESS LOT # I ' \.( SUBDIVISION WORK PROPOSED DEMOLISH STEEL I D OTHER OTHER I ~r- S,~ ~r HEIGHT I SIC{' ,- SQ FOOTAGE I 111,__ olulMillllllll- BUILDING SIZE [SZ] nl~~lIIllr nllllm- - ,..- IIIlrmdlRlllll~ GAS ROOFING I I I I D AMP SERVICE D PROGRESS ENERGY o W.R.E.C. BUILDING VALUATION OF TOTAL CONSTRUCTION o o o o ELECTRICAL PLUMBING MECHANICAL VALUATION OF MECHANICAL INSTAllATION ~-~/A S\~ OY"' ~(?p\'C- - FINISHED FLOOR ELEVATIONS SPECIALTY D FLOOD ZONE AREA OTHER DYES DNO BUILDER SIGNATURE ELECTRICIAN I SIGNATURE . Address l PLUMBER I SIGNATURE I COMPANY REGISTERED GjP' <AL !l.OaM^,ct rc . N I FEE CURRENT G) N I License # I Cttc... I S'I 0 II \) I Address Y f N FEE CURRENT License # YfN FEE CURRENT License # YfN FEE CURRENT License # Y f N FEE CURRENT Y/N COMPANY REGISTERED Y/N Address MECHANICAL I SIGNATURE . Address I OTHER I SIGNATURE Address I COMPANY REGISTERED YfN COMPANY REGISTERED YfN License # ~ .u&.u ------w-r -r -' - _J 'JlIill ..~ _JmJ1I ,_Nwmn IIbHimor-...._~ RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster Attach (3) sets of Building Plans; (1) set of Energy Forms. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster All commercial requirements must meet compliance. Attach (2) sets of Engineered Plans. ....PROPERTY SURVEY required for all NEW construction. nnr-- -_L--~IIl_IDUWlilll\lJlMRllll__IIlIII~_ -'~-----_IIIIL~lIllIIlIIIlI _.".~_~III Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500; a Notice of Commencement is required. (AlC 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 AlC tulliUlllllll,.__ COMMERCIAL SIGN PERMIT .a.-.11U -- __mill 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 .s~?ject to "dee?" restri~tions" 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 c~ntractor or contractors to undertake work, they may be required to be licensed in accordance with ~tate and loc.al regulations: If ~he 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 727-8~7- 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 responsi~le. If you, ~s. the o:^,.ner si~n as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting pnvlleges 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 ;1 propertie~: If use of fill ~s !ound to .a~versely affect adjacent properties, the owner may be cited for violating the con?/tlons of the bUlldln,g 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,! am .the ~G~NT FOR THE <?WNER, I pr?mise 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 plum~i~g, signs, wells, pools, air conditi~ning, gas, or other installations not specifically included in the application. A permit. Issued shal~ ~e construed to ~e a license to proceed with the work and not as authority to violate, cancel, alter, or set ~~Ide any prov,lslons of the .technlcal codes, nor shall issuance of a permit prevent the Building Official from thereafter reqUlnng a correction 0: errors In plans, c~n~truction or violations of any codes. Every permit issued shall become invalid unless th,e .work authonzed by such permit IS c~mmen~ed within six months of permit issuance, or if work authorized by the permit IS suspended or abandoned for a penod of SIX (6) months after the time the work is commenced. An extension ~a~ be requested, in writing, :rom 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 PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMM FLORIDAJURAT (F.S. 117.03) ~7j OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this by Who is/are personally kno'Ml to me or. h haass//hh~ . oduced as I~cation. ~ _.",~.""..,., A Y RESULT IN YOUR INANCING, CONSULT CEMENT. 'u~/ !0/ ~:~. com~r; ~o, Notary Public G?~j~U~~m~pob", Commission No. /., - Name of Notary typed, printed or stamped Name of Notary,./,l',Ped, printed or stamped ~~i~ Bobbie Swetland :~*:" JIll :-! MY COMMISSION # 00268763 EXPIRES " , " '7r! February 21, 2008 '. o]r)NDr.~ 1'HRU TROY FAIN INSURANC~ INC. C;-~ City of Zephyrhills BUILDING PLAN REVIEW COMMENTS ContractorlHomeowner: ~2~o' ca.JL (<ooC,';' c, (I~-\ un) , Site: \\ -\6-0-, Lv \ 3 S 30-+1, 5-\- l01\",dC5LJ..) 1<ef'~cueme.n+s C ~ ) Date Received: Permit Type: Approved wino commeots:~ Approved withe below comments: 0 Denied withe below comments: 0 This cO,mme t sheet shall be kept with the permit and/or plans. j(-ry-- Date Contractor and/or Homeowner (Required when comments are present) Tropical Roofing Inc. dba - WORK ORDER DUHAMADE State Certified . State Certified Roofing Contractor General Contractor W1NDO'NS&DOORS License # CCC 1326935 License # CGC 1510110 Amerlca's MJSt Dumbk Wlnd~ ____ . \ Customer Name :1-.- L . D AfCr UI\J MHPI Subdivision . Job Address (PI 3 '5 - ~ -r.d ~ City 2Ef!~{':;' , p:L- Zlp 33"'1'(7..- _ Pron, ~p, -7~ WORKSHEET SUBMITTED BY :.::n f\t f'I1 d~ 3/3 DATE:. It /q 107 Window Window WINDOW PLAN: #6 III Show window locations by number on Inside of drawing. If additional areas are neces- Dft sary, draw ENTIRE PLAN on seperate sheet and check below. </Oh..> < > < > OSEE DRAWING ON SEPERATE SHEET. Window Window Window BACK .2 .7 112 r-----______.. < > < > < > Window '3 Window .8 Window '13 ) < > < > AtT WORK SHALL COiI,;PLY wmr ALL L I~l f' fAILING CODES. FLORiDA BUILD~\J JI1 CI) E, NATIONAL ELECTRIC CODE AN~I L - - - - - - - - -rff' . OF '7E:l)fn/f);iIT r \: C\T~D' IN,; ^N'CJ;c FRONT I. L 1.1 L\,....,"u J., ,j-\ "_c1 < Window 14 Window #9 Window 114 CIRCLE RESPONSES L.rg. Outaid. Trim y ~ Siding on Hom. y Awning. coV.rlng .cr.w. y SPECIAL INSTRUCTlONS: / - .:L /,f MUt..L- < > < > CHECK 0 ANANCE 0 VISA o MASTERCARD :,:~ frVIE\NtlATE l t .-- l q - 01 ';)~J,)HVRHllIs ,p:- >:( I . \,.!~.~ih.' ?''';;;_.'''. ..l.7 I <. 1~,..J,-.,<.:t~Vli :tiJiV'lIl_::':'IX:- ~) .c. .'..-...............-.c. _.__ <. > Window '5 Window 110 Window ',5 TOTAL 't- DEPOSIT BALANCE < > < DIRECTIONS TO HOME: > < > . . . ~. ~ \" , , ,~ .\' ., " \ \ ., ~ i' . ~ 1 ~ID:!!2~~ \ I.,., --"-A Ootum.:ntl'jll~: Oocument No. FRM Bl.02 CERTIFICATION AUTHORIZATION REPORT R~i~ion I \ I P:lg.:: 1 or 1 .. No. Rcq'ri~!ly: PRO BJ~03 " ___.n ." -i:\~ FMA Keystone Certification Program Certification Authorization Report CAR & Product 10 Number: 022 _ 107 CAR Issue Date: 2/6/2004 CAR Expiration Date: 4/2/2007 Company Code: 022 ThiS Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (Kef) after full validation review of the product specification documents for the product named below. This report is only valid when signed and sealed by the President of Kef, and indicates the product as manufactured by the COmpany named below has been tested and meets the requirements of the referenced standard and is eligible for the application of FMA Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the Specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. Company Information: Product Information: GOrelt Enterprises Model: G5305 Tilt Double Hung 1380 Wayne Ave. Operator Type: Df-! Indiana PA 15701 Configuration: Bow Pin Max Width: 54 Max Height: 77 Referenced Standard: ANSIlAAMAlWDMA 101/182-97 Product Rating: H-R30 54x77 Qualifying Test Information Test Report No: T137-03 Test Report Expiration: 4/2/2007 Authorized Signature: Keystone Certificationsj Inc. 2545 Lori Drive, Suite 204 York, Pennsylvania 17404 Phone: 717-754-6278 Fax: 717-764-3049 WWW.keystonecerts.com W<UA->7 ~J Marcia F'sll<e, President 'tldependem Certification and Inspection Agency . . Flprida Building Code' Online Page 1 of 4 , '.> .~,..; ,):~:/:~ ,:',>;',;')"; ;' . ",f4~ , . ,,,r.. . . ,:;t;m \ t.\;lo~f~ , 'F'~1Jj ~ :;,~~~~;~ ~~~?j~ , ; A ~-;;1/i;\ PiIIIIIr~ j Stats & Facts j Publications 'FBC Staff 1 B' . Product Approval USER: Public User Product Aooroval Menu> Product or Aoolication Search> Aoolication List> Application Detail ~HOlJ~~l~MMUNrfi' DeveloPMENT . " FL # Application Type Code Version Application Status Comments Arch ived FL747-R1 Revision 2004 Approved ,t~~~\' ^' M~~~. ,. Product Manufacturer Address/Phone/Email Gorefl Enterprises Inc. 1380 Wayne Ave. Indiana[ PA 15701 (724) 465-1839 rgibson@gorefl.com Authorized Signature Richard Gibson rgibson@gorell.com Technical Representative Address/Phone/Email J Quality Assurance Representative Address/Phone/Email Category Subcategory Windows Double Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Referenced Standard and Year (of Standard lttp:IIWWW.f1oridabuilding.org/pr/pr_app _ dtl.aspx?param=wGEVXQwtDqt8Bwwt9vIIPm... 1216/2006 F,lpr'i~~ Building Code Online '~ .' , I.. , ,~ "' ':,', ,I, . Page 2 of 4 . ,I" ~. \','. "\. ".:. ,,1" ' I " , l' Standard) ANSI/AAMA/WDMA 101/1.S.2-97 , Equivalence of Product Standards Certified By Sections from the <ro~<::le 1703.5*1714,5.2.1 *17 Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 10/14/2005 11/16/2005 11/28/2005 12/06/2005 - Summary of Products FL# Model, Number or Name Description 747.1 G5115 Double hung replacement Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: PTID 747 R1 I G5155 ! Impact Resistant: PTID 747 Rl I G5155 ( Design Pressure: +/- PTID 747 R1 I G5305 ~ Other: G5115 R40@44x60 R50@32x54w/Mod PTID 747 R1 I G5305 ! sill PTID 747 R1 I GSVDH- PTID 747 R1 I GSVDH- PTID 747 Rl I GSVDH- PTID 747 R1 I P5100 fj PTID 747 R1 I P5305 f; Verified By: 1747.2 IfG5155 Double hung replacement Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instructiol'l Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: G5155 R40@44x60 R50@32x54w/Mod [sill 7.3 UG5195 /Double hung replacement Limits of Use (See Other) Certification Agency Ce Approved for use in HYHZ: Installation Instruction Approved for use outside HYHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: G5195 R40@44x60 R50@32x54w/Mod http://www.floridabuilding.org/pr/pr_app _ dtl.aspx?param=wGEVXQwtDqt8Bwwt9vI 1Pm... 12/6/2006 , , Flprida Building Code 'Online L ,:~' ',: ~~'. :,' :"'. ,\ . " . ~,', b '. .-,,', ,I: .' " .... 'I' " sill 747.4 G5265 Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: G5265 R40@44x60 R50@32x54w/Mod ill G5275 Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: G5275 R40@44x60 R50@32x54w/Mod sill 7.6 G5305 Lnnits of Use r) Approved for u n HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- other: G5305 R55@44 x60 R30@54x77 TM1887 impact level C 44 x 60 7.7 GSVDH Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: GSVDH R20@44x60 R50@32x54Mod Sill 47.8 GSVDH-2 Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: GSVDH- 2 R20@44x60 Back Page 3 of 4 Double hung replacement Certification Agency Ce Installation Instruction Verified By: Double hung replacement Certification Agency Ce Installation Instruction Verified By: Double hung replacement Certification Agency Ce Installation Instruction Verified By: Vinyl Double hung new co Certification Agency Ce Installation Instruction Verified By: Vinyl Twin Double hung n, Certification Agency Ce Installation Instruction Verified By: I I Next DCA Administration Department of Community Affairs .ttp://\V\VW.t1oridabuilding.org/pr/pr_app _ dtl.aspx?param=wGEVXQwtDqt8Bwwt9vI 1 Pm... 12/6/2006 Fl,orida. Building Code Online Page 4 of 4 , ,I .'. ~ " ", h" I. . ':' ", ' , ,\ '. '. ' Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, SunCom 277-1824, Fax (850) 414-8436 @ 2000-2005 The State of Florida. All rights reserved. CODvriaht and Disci. Product Approval Accepts: .IiiI1'~ . 1..~ ~://WWW.f1oridabuilding.org/pr/pr _ app _ dtl.aspx?param=wGEVXQwtDqt8Bwwt9vIIPm... 12/6/2006 . . ", " '.. ,.... ,1, '. . _\' ". .. , .' wl C:/2 rtrfteo -tr OJ raf\abaugh 'engln.~t'ing;iij:d..TE$tjng~..'lfl~~ " ~". - ... "'--,""--' ,c.'. "'''.'. "" ... ......0.....-... '... , .. - _"< c. -, . _. "'_ ""._ -'.J_ "'- ',- -.... -, '-.- -- -. . CERTIFICIAnONTEST REPORT GORELL MODEL G5305 TlL T DOUBLE lIUNG '\.VlNDOW H-R30 (4'-6" X 6'-5") FOR GORElL ENTERPRISES, WC 1380 WAYNE AVE INDIANA, PA 15701 Project No. T137-03 4/2103 f .,,, .~. ~ ," -, .. _, ~ ~:i~~~=~~;~.E....,._.: ":.~,~:,'.~~:~:.Z.~..: '~',,~. .'-_ -.~ ...:,;"....:. -,;~"' TraffOnl.PA 15085- ~. : _ ~ _'.. , ~t2)~: : - rC' Keystone Commons. 51.5 Stad(fO, ck. Ave. flU. e.. Turtl.e crnek, PA 15~..._, '. -~,i.~. :~.'~~.., '.i~\? -. /~), (412) 824,,3316. FAX f412} 824-33$1 ~ ~. '..\~.C',;l~~;; . ~.- "'::' ..... " , . - ,~. ,I".' , , , . ::- ProjeetNo. TIJ.7~()3 Report Date; Apnl2,2003 Manufacturer: Page 2 of6 .cglt"UmCAtI(}N~stl<EPORT ",,-. . -, ''-", .-,. ,'. - . '.. '. GOR.EL:tENrERPRfSBSINC '- - ,- - '..: '- - '.' lJ8-oWA~AVE INDIANA, PA 1570 I ,klrod uct.lden:tifieatillll. Product Type: Seriesfl'v'fodel #: Specification: Designation: ' Double B:ung Window G5305 AAiVIAlNWWDA 101ILS.2-97 H-RJO(54" X 77") MN1AJNW\.VDA 101/1.5.2-97 GRADE 30 Product Description: Attached T est Results: Test · Equipment: Testing Date: Attached FET 3/17/03 Detailed assembly drawings showing wall thickness of all members, corner construction and hardwareappu:cation are on fi1e.andhave been compared to the sample submitted. A COpy of this report ~nd test sample will be retained at FET for a period of -4 years, The results Qhtainedapply only to thespednien: tested. No COllCluslQnsofanykind regarding the ' , adequacy or inadequacy-ofthe glass in the test specimen may bedraWIi form this test. The above results were secured by using- the designa.ted test methods and they indicate c.ompliancewith the perl"Q1'1llance requir:ements of the-referenced specification. This report does noteonstitutecertificatian cfthis'p:raauct, whieh ,may o-nly,be' granted by the certification ~programadrninistratQr. A, PP ro {,~ by: '. 'J" '-:/,,', '7," -/7 I ' / , , f-/r ,I -s Patrick 1. Far. augb" ~ , -..../?- .. 7 II ( \, " '". I , , .' . \~, .' . ':. ProjectNo. T137-Q3 Page 3 of6 . Product D~$Cript,ithl. G~erak . " '" 1estsamplewa~coI]lPrise.dof ~rellMQdel "05305'; Tilt Double H1Hlg Vinyl Prime, one- over..:one:(tiltloadingtype) dou.ble.hung windo",v; with an overa,ll master frame size measuring 5417 'W1d~ X1T~ high X 3~l!4;' wide. l'heb'ettom sash tneasuted50-1I8" wide X 38"':hign.QvetaU_ThetOPS<iS!l measured 49-114" wide X 37-118" hl$h overall. The frame comets wereofwe1decl.inite~ed with one screw in bottomcorner:s.cortstrttction. The sash Cotners: were ,or. welded mitered typetomer construction. tlDttom sash had an exterior a1uminums~reefl. E~dr sa$h had (1) fham chimney-blocks located in 'the Jambs near the balances,Orre fQaIDchinnieybloekfor each side of each Sash. Each perimeter frame member hollows were filled with stirmfoarn pieces that measured to bentO'. x 9/16". The bottom rail of the. bottom sash had aalltj 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. w e.atIxe.r-...&f:tilJflUlg: , MEl\1BER 'WEA TIi'ERS11PPfNG QUANTTIY \VIDmx HEIGHI' LOCATION a:NCHES) .FrmneH.~aderfusert Center Fin Pile Seal 1 O.187"w x 2"''''' ht side face . .) Fr.imeSiU , none {) ... none Fi1fri1elainbs none 0 - none Tot1sash' ~tQP rail CemerFin Pile Seal 1 O.187"wx 2""''' ht exterior face . .) Top SaSh - batraii Center Fin Pile Seal 1 0.187" w x 2"'1H hI interior face . .) (k~Pet rail) Bottom Sash - top tail Center Fin Pile Seal 1 0.187" wX.23" ht exterior face (llleetful?: tail) Bottom sash - bot rail Center Fin Pile Seal 1 0.187" wx 2"'" hI: BOttom face . .J (lift rail) F Oant Filled Bulb Vinyl 1 0.3125" Dia. Bottom face \Vitll Fin Top sash -jamb stiles Center Fin 'Pile Seal I 0.187'" w x .23" hI Exterior face .. Centel'Fi4J?iJe Seal 1 n.l~7~w x.23" ht Sitie race Bottom sash - jamb stiles . CenterFfu.~ Seal 1 O.J8'rwx .23" ht Exterior tll~e , CeAter r-iAPile Seal I ',' O.lS1"w x.23" ht Side face Screen "'t(}v rail Pile Seal 1 O. l$7"w x .3.5" ht Interior fuce Op\el'ators and Other Erardwar-e: Each sash bad two$ets 0f (4)constant foreehal.apce shoes, one per j(lD1p. One earn-type sweep Lock 1Vasattacbed to the center of the bottom sash meeting rail ,with keeper on top sash meeting rail. One plastic tilt latch wIth thump actuator was!Joq.sed .at each end of'the top rail and interior meeting rail of the bottom sash. One we-cast pivot bar was fastened with (1 ) screw at, each end of the bottom horizontal ralls of the top and bottom sash. Each sash had a lift tail with the top sash lift nill on the tap raIl and the bottom sash lift rail on the bottom rail. " ,', : '~ ..... ~ j,':'.;, ' " ;:, :"::.. ".:. '. ,'.)' ,.' "', . ", .' PmjectNo. T131"()3. . Page 4 of6 Glazing System: , , , , , , . Each s'asn was emedQf drop glazed with 7f~nthicki:nsulated gIassu,sing double-sided foam glazing tape. The sash utilized two (118") thick clear annealed glass Iiteswjth a 518" continuous metal spacCer. An exterior $nap-insingle leafdual dUfo11leterrigid vinyl-glazing bead secured the glass. W ~p;,lIoIes: Two (318'~x 3/32''}weepslotswereJfJcated at theg1~ng track through the bottom of the top sash bottom hori,z-ootal rail,one 4-118" from each end. Two (114" x 3/32") weep slots were.located at the glazing track of the bottomsashbotJ;om horizontal rail, one 2" ftom each end. One (318" x 3116"} w~p slot were locat.ed just above e;:tchofthe pivot bars on the ends of the bottom sash rai1 ofthebotn sashes. Two (l/2"x liS") baffled weep slots were located on the exterior face ofth~ sill, each one 1-7/8." from' each end. Four (112" x liS") weep slots were located on the inner chamber wall of the sill, two on very end of each side. Two (112" x 3/16") weep slats were located on the interior of the sill, one 1-3/4" from each en<:!.The frame'sill Vias a sloped silL Three (3/8" diameter) baftled weep holes were located. on the bottQmrail wtne screen, one weep in the center and one 5-3/4" from each end. Seal-ant; Silicone sealant was applied to all the following areas: · Entire bottom of the si11to buck intersection.. · Screw heads hole openings used tor anchorage of the frame to buck. · Exterior and interior offrame to buck. inters~tion. · A \.{"wood Shim around the perimeter of the frame secured to the frame. · Cover flange a.t the s.ill and header on the exterior of the frame was sealed to the frame/flange intersection and the flange was also sealedto the buck/flange intersection. A.ucllQrage: A ~'4." wood shim was attached with silicone to the perimeter of the buck frame. Two additional 1,4" wood shim strips were attached m eachFunb screw attachment to the wood buck. The frame was atta.ched to the bU(;k using 2" long wood screws a1on~ with silicone at th"" <tal ~"A ^n "'h.,. "'...,.,...:no'... n~d m'"'''''';~'''n'-;m''''''''''' ~~th"~""""", foO' t....."'f.... ;n'i-""......"'t>+:Ofl,.,. . 'P",__h ...~ .,:,. ...<~ ''''I. ,..'-' "-........... < =. '.-......B')' 1-"'U...> '~''-'' 'J! ~. "-', ITuu,,,,, ~ {.1""'.... u ....<~_... ...., '-'<...." jamb was attached with five sets oil" long screws. The header was attached with thteesets of wood screws. Each set of screws consisted of a screw'Ioca.ted :on the interior jamb track and one screw located on the exterior track of the frame. Each set of screws were attached par;illel to each other. The sill was secured using a built up, of woad that was secured to the buck andthentbe sill was attached with silicone to the wood. Thee;crerior of the sill then used a trimatta.chment and was3ecuted to the frame sill and buck using silicone. ..'.::::,;:':'::~.i::..':.\:, ;';'>.~ ,',.' ProJect NQ. 'T 137..03 Page 5 Qf6 , . . 001W:.L~~ir_RUNG~ Pa;raf;:rapn ,'- -,1'~~'l'iil~"}. Ret~tte'Cf! 'fest1\ol.etlind 2.1.2 2.1.3 2.1.4.2 2.1.7 2.1.8 2.2.1.6. I Test Results Allowable 'q~e}#~.~~rf4r~11-ee ,Retlltir:e11't~1t!s Air: Ifi.fijttafiiln Ttst " (AS 1M E-28'3"91) . @ L57psf 0.09 cfinlsf 0.30 cfinlsf The test S})ectmm meets the peiformance levels specified in AAlVfA/NtrIf'tJA lOl/1.S.2"97 far Air Infiltration. Water .Resistal~'Ce Test (ASThI E547-96) @ 2.86 psf(w & wo screen) Un:ifOcl"nILoad Structural Test (see optional performance results) Welded Corner Test Forced Entry Resistance (ASTM F58S~97) Performance Level 10 Type A (Section 10) Sec. 10.1 Lock Manipulation Test Sec. 10.2.1.1 Test Al Sec. 10.2.1.2 Test A2 Sec. '10.2.1.3 Test A3 Sec. 102.1.4 Test A4 See. l02.1.51'est A5 Sec. 10_2.1.6 Test A6 Sec. I 0.2.1 ~ 7 Test A7 Sec. 10.2.1.8 Lock Manipulation Test Sve€i{ic Window Performance Results Operating F orce Test top sash bottom sash No penetration Meets No Failure No Failure NQ Failure No Failure No Failure No, Failure No Failure No Failure No Failure 30 Ib up,ll lb dn 28 lb up, SIb dn No penetration As Stated As Stated As Stated As Stated As Stated As Stated As Stated As Stated As Stated As Stated 30Ib 30Ib GQl{ELL.'GS;30~Y , })(lfJBI.Jj;ijUNG\-VlNpOW Tes1;'ReSrilkltont. , " l'estRUJilts . I., . ~":: .:':;/:'.:',,:):'.<~~:~'~ i" Project No~ T137-Q.3 Pata~aj)h Test Titfe I ~~tetenceli/restMet:Iwd 2.2.1.6.2 . pegl~i~gTest (ASmE98.1-8~l> Method B) T()u .sash left stile @ 5 (JIhf right stile@ sa tbf top tail @'70 lbf bottomrail@ 7'0 lbf B6-t'tlJtt} sash leftstue@ SOthf nghtstUe@50 Ibf top rail@ 7Q lof bottom rail @ 70 [bf OvtiottaJ Performance Results 4.3 Water Resistance Test (ASThf E547-96) @8.25psf(w & wo screen) 4.4.2 U nifotm Load Structural Test (ASThf E-3'30'-97) @ 45 psfpositive @ 45 psfnegative @ 45 psfpositive @45 psfnegative * - .eviaximUfi'1 Defurmarions~ 13% 13% 13% 13% 13% 13% 6% 6 ~,'O No penetration 0.073" * 0.0&9" * 0..013" ... 0.076" * Page 6 of6 AJIowable < 100% <100.% < 100% <100% <100% < I 00% < 100% < I 00'% No penetration (O.4%xL) 0..197" 0..191" 0.152" (stile) 0..201" (bot. rail) \ ... "t~ ;.~. . , d '/ih'-"": ' I ',:.'~.::':~?:~!:'':''1 " ,_ 'J=' mW, ' ..~~.,- 0 ~ ~ ,~ z""'- ~.. .~. ii' -<C .0 zO W LLi, Z 0.. ci I::':!z $:"'" -<( WW j? 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CDUO:: J a:: U1 ::> W :Z 10: I 10WW: m )({)oI 05 1 <( /- 12(/)0 0>- <l.)- ~m :o.mO::: f-- C'> 0 ~~a::r: ur;s~o :JQ.OZ moi7)<C 2 -0 ~f- W OZ . go[5 $: S:! f- (;) =,wo: : (f)~<( 7- a::Q "'I W - ~t::Q.Z~ !-Sw-O (f) 2(/}- 00<(0:<0 2~fr:0~ a::::>LLI ~UW~V ~tx2:-<C1! ~ >- . 0:::0 WZ~ f-OZ WUlW n:.<!:Q u:20 Z o u ~Ol CJ31X3 NOISN3~IO ~ &...: [J) (L lL 1.0 (j) (L N 1:0 1.0 ...;- W y:-":l 0: w :J e:: -' Ul :J :JY: Ul Ul <Cu w (j) O:J 0:: W m Q e:: Q !- Ul W !- f-- (j) W I- Q?:io....Jr---. j? ~<D~r-- U t;X2'< ~ :J ...;-u...;- g: """;:2lll o u.. I- (f)@t;@ (0 X W <( ::; :2 Z W a ......... ~~ X NW om >- >- >-Ul -:J 3::;;: sl- OZ OW ~~ SW m 0:2 OW Ie:: Uo ~I o >-Z L;j<C . 0:: .':.t :J~", 2;:;g~ (j)m~ 2 I (j) . X\i~~ NOISN]l"l "LL 10 ]QISNI OW f-2 (f)f2 o::lL o ILL uO Z <( @W:J . 0:: 0:: (ll (/)<(Iw ~(j)>-~ (LO::wO: 0-''-'- o:Im <(u-<($: WzVlO I<(~O (j) 2Z W,.jO:~ (j)-Jw :JWQ. f- o 30lS1nOz ~ '-'1 -J 0:: :Jw <(I 01- o 0: W>- Llm :2 a:: w Q. ^ o 2 <t --1- -' en I- U1 <t U I W 0:: Q. ~ <;J W CJ Z <t --1 lL Z W W $: >- W ill ., \; 'Q B.ul1ding Code Online . 1" < t ',f ;',1 Page 1 of3 "...,.... I Stats & Facts I Publications ! FBC Staff ! B. ..c.., .......-c--o..-- _ _~.~_ Product Approval USER: Public User Product Approval Menu> Product or Application Search> Application List> Application Detail FL # Application Type Code Version Application Status Comments Archived FL261-R3 Revision 2004 Approved Product Manufacturer Address/Phone/Email PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 480-1600 ext 1124 Itu rne r@pgtindustries.com Authorized Signature Lucas Turner Itu rner@pgtindustries.com Technical Representative Address/PhonejEmaif Lucas A. Turner 1070 Technology Drive Nokomis, FL 34275 (941) 480-1600 Itu rner@pgtindustries,com Quality Assurance Representative Add ress/Phone/Emai I Category Subcategory Windows Mullions . J, Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO - CER . . I '.' " ...~a :Builc1in,g Code Online . . I' "I r, , , Referenced Standard and Year (of Standard) Page 2 of3 ~ Standard TAS 201, 202,203 T AS 202 .. ,',.>e," '~'~_'~H~' Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted Date Validated Dqte Pending FBC Approval Date Approved 09/22/2006 09/22/2006 09/25/2006 10/11/2006 Summary of Products Model, Number or Na 1.1 1x Heavy Wall Mullions Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami-;Dade County Notice of Acceptance (NOA) #06-0125.07 for product performance information, and mullion clip anchorage details. 61.2 Standard Wall Mullions Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami-Dade County Notice of Acceptance (NOA) #06-0125.06 for product performance information, and mullion clip anchora e details. ' 261.3 Heavy Wall Mullions Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes DeSign Pressure: N/A escription Aluminum Tube Mullions Certification Agency Ce FL261 R3 C CAC 06-01 Installation Instruction FL261 R3 II 06-0125-0 Verified By: Miami-Dade Aluminum Tube Mullions Certification Agency Ce FL261 R3 C CAC 06-01 Installation Instruction FL261 R3 II 06-0125-01 Verified By: Miami-Dade Aluminum Tube Mullions Certification Agency Ce FL261 R3 C CAe 06-01 Installation Instruction FL261 R3 II 06-0125-0: Verified By: Miami-Dade F!o~ida BuildinlJ,.'Code Online \ 'l " "-' '"" I Page 3 of3 , . Other: Please see Miami-Dade County Notice of Acceptance (NOA) #06-0125,08 for product performance information, and mullion clip anchorage details. 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, Sun com 277-1824, Fax (850) 414-8436 @ 2000-2005 The State of Florida. All rights reserved. CODyriqht and Disci, Product Approval Accepts: ~r.iiiiil~1!!!!!I ~~~- ~IAM~~ BiDiiiI' MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 www.building:codeonline.com BUILDING CODE COMPLIANCE ornCE (DCCO) PRODUcr CONTROL DMSION NOTICE OF ACCEPTANCE NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AID). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AID (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: l"x Std. Wall-Aluminum Tube Clipped MulUon-L.M.I. ApPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04128/00, with last revision on 05/30/06, bearing the Miami-Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSn..E IMPACI' RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. IT any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by t!J.e manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. Ibis NOA revises and renews NOA # 04-0528.04 and, consists of this page 1 and evidence pages B-1 and B-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. 9 A" ~~t~ 'j~ NOA No 06-0125.06 ExpiraUOD Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 . t, ~ '":x:c fOB!::: ::::!co2 ~........ lU"'C<( c. Vl.c~ @50::"'C :X:OVl (j. C ~~ ::::! ~ c !Q o 13 <: "'C ..... c ;~ '" ~ 4J 0 ... -.JkJ:i!"" :t: -.J:$ :::l0~tt1 ~ ~~Cl:l~(jj :t"= + ~ '<l: !IE ~ II II :x: ~ ~ ~ a~~ln !lEi!: "<:0 ~!l:!ll)~", :x: ~ ~a:~~~ :s: Q~~o;:l ~~~i~ ,<: .0 :::; :5 J:: '- :x: · . Vl fO~ ....L.J ~~ 02 Vl. @5,o Go:: <:0 "'C, U ~ :::; :5 ~ ~ (j B ~ I.. -.J '" 0 0 s..... ~~ 8: ~ ~ ~ ~~ -J ).. 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