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Home My WebLink About07-7149 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 7149 Permit Number: 7149 Permit Type: ADDlTION/AL TERATION Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: SINGLE FAMILY RESIDENTIAL Square Feet: Est. Value: Improv. Cost: 2,250.00 Date Issued: Total Fees: Amount Paid: Date Paid: Work Desc: Address: 39020 9 HAVE ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 12-26-21-0020-00700-0311 Name: SOWA, JOHN Address: 39020 9TH AVE ZEPHYRHILLS, FL. 33542 Phone: 813 782-4116 MECHANICAL FEE 35.00 RADON 2.55 cU(ljl r/0~~ U 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. REINSPEcnON 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 property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." ~ ~~/l1 CONTRACTOR SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER SQ. FEET PRICE MAIN OR LIVING: 255 $ 94.00 OTHER AREA UNDER ROOF: - $ 94.00 OTHER: - $ - VALUATION $ 23,970.00 FEE SHEET $ 150.00 . ADDRESS DRIVEWAY BUILDING: $ 153.00 ELECTRICAL: $ 35.00 PLUMBING: MECHANICAL: $ 35.00 SUB-TOTAL $ 223.00 RADON: $ 2.55 TOTAL $ 225.55 SEWER: $ - WATER: $ - IRRIGATION: $ - TOTAL: $ - WATER METER:I $ IRRIGATION METER $ - I FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: . PERMIT TOTAL TOTAL: $ - PUBLIC SAFETY IMPACT FEES POLICE $ - FIRE $ - 5% $ - TOTAL: $ - SUB-TOTAL $ 225.55 I I PARK IMPACT FEESl$ SIF"S: $ - 100.0% $ - 1.0% $ - TOTAL: $ - : I T I F 'S 'I S 99% $ 1% $ TOTAL: $ 225.55 I BUILDING DEPARTMENT "NOTICE" OF ADDITION OR CORRECTION CITY OF ZEPHYAHILLS.. DO NOT REMOVE ADDRESS DATE PERMIT." 3/~jD-2D 1d /IV? 7/1 THIS JOB HAS NOT BEEN COMPLETED. T~e following additions or corrections shall be made before the job will be accepted. I) JtfI/~-J f(r.L{lvJ, c~ 1/1 flP/\ / { hf} P /1/tL 2OD1) 3 1) rW )) (II-ud ~Ltvvc /) 1'11- 5 h> ~<1/1 ~ , CV\~ trtd~ t lA/Iii I{J~5 f '"'1.' 'r.-Lt f "::J tot It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30 AM - 5 PM MON.-FRI. AFTER CORRECTIONS ARE MADE CALL lBO-OOrR RE-INSPECTION INSPECTOR f 813-780-0020 City of Zephyrhills Permit Application Building Department Fax-813-780-0021 Date Received So w A I I I Z<:.-~}I'I/l JI/ll-f I LOT# 133/-;1'/ I . PARCEL ID#I '2. t- ~- U "'OO2AJ.;'" Oo10lJ /' 031 ( I (OBTAINED FROM PROPERTY TAX NOTICE) SIGN D MOVE D Owner Phone Number OWner Phone Number I Owner Phone Number I :lo/i/Lr- Owner's Address I ., 9 D 1.- 0 Fee Simple Titleholder Namel Owner's Name q7H /f"'A!L Fee Simple Titleholder Address SUBDIVISION 1, Cj()/,(J I Y)-v6Lj,-vt cyril 1ft-lL JOB ADDRESS A"t'~ il; U/V I ~ D D ADD/AL T REPAIR COMM FRAME D D D DEMOLISH WORK PROPOSED B PROPOSED USE D TYPE OF CONSTRUCTION 00 DESCRIPTION OF WORK I ~ ~ C M A ~ /J ) T j tJ /f..-' BUILDING SIZE lL,f~X /7 i 'I .. sa FOOTAGE I 2-S 5" tP HEIGHT I 11111111111111111"'1111111"11111'111111111111'1111111111'11111"1'111111111'1111111'1111111111111111"'11111111111111"111111"11111111'111111'1 NEW CONSTR INSTALL SFR BLOCK OTHER STEEL I D OTHER I IKI 1$ 2tl CI 0 , 00 I rn ELECTRICAL r 1;0, () 0 I D PLUMBING 1$./1/}7 I D MECHANICAL 1$ fOo, cO I D GAS CXI ROOFING D SPECIALTY D OTHER FINISHED FLOOR ELEVATIONS I I FLOOD ZONE AREA DYES liD NO IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!IIIIIIIII11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 AMP SERVICE D PROGRESS ENERGY D W.R.E.C. BUILDING VALUATION OF TOTAL CONSTRUCTION VALUATION OF MECHANICAL INSTALLATION /WM-fL Ot.,.~ I Y IN I FEE CURRENT License # ~/'I~ O~ I Y I N I FEE CURRENT License # YI N FEE CURRENT License # Y/N FEE CURRENT License # Y/N FEE CURRENT Y/N BUILDER SIGNATURE ~~ COMPANY REGISTERED Address ELECTRICIAN SIGNATURE ~ ;I~ COMPANY REGISTERED Y/N Address PLUMBER SIGNATURE COMPANY REGISTERED Y/N Address MECHANICAL SIGNATURE COMPANY REGISTERED Y/N Address OTHER SIGNATURE 5M' ..."rI~ COMPANY REGISTERED YIN License # 11111111111I111111111111111111111I1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111I1111 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 wI Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisionsllarge projects Attach (3) 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 wI Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance Attach (2) sets of Engineered Plans. ....PROPERTY SURVEY required for all NEW construction. Di~~~ti~~~': ' , , . . . . , , . . . , , , , , , . . , , , . , . , , , , . , , , , , , , , , , , , . , , . , . , , , , . , , , I . , . , . . . . , , , . I . , , I I , . , . , . , , , , , , I , , , , , , , , , , , , , , , , , , , , , , , . , . . . , . , , , , . I , , . , . , I , . I 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 NC Fences (PloUSurvey/Footage) Address 111111111111111 RESIDENTIAL COMMERCIAL SIGN PERMIT 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, WaterlWastewater 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 "An 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 ~nstallations not specifically in~luded. in the application. A permit issued shall be construed to be a license to proce~d With the work a~d not as authorl~y !o vlol~t~, cancel, alter, or set aside any provisions of the technical codes, nor shall Issuance of a permit prevent the B~II.dlng OffiCial from the~eaft~r 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 th~ work is commenced: An extension may be requested, in writing, from the Building Official for a period not t~ exceed n1n~ty (90) da~s 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 NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) JJ OWNER OR AGENT ~.-J? tf4-t, CONTRACTOR ~ ~~ S\.ItJscribed and swonYf!J..Lpr j}ffirmed) before me this s}1>scn. 'bed and swoWfo (olafjtrmed) before me this (l::27~'7 by..j6(L"'-- '51Jtv---t i/:;-17.-() 1 by ~ 5p"1v,4 Who,is{are personally known to me or has/have produced 0 is/are_ personally known to me or has/have produced U c..e~ as Identification. l,.( ~ ....so as identification. '~~' 4== i' J.~ . I ,/ ~ .,. '''''''''' Commis~on No. /~'l~~ JACQUELINE ~ES (, :*~ CommissIon D 621833 '~;('."'bi'~/ Expires December 12 Name of Notary typed: p'flnt~d or s am aln nsuranco 800-385-7019 Notary Public Notary Public ..-- ~-"'-' ,.,-,'-'~'."-- ~..._--~._. ~ .--....--.---... _... ~..~.. .. " . .......~.._---,..-.-_.. ..~.......--_.-..-. . .... .........u...... :::::CitY::~fZephyrlrllls . BUILDINGJlL.AN REVIEW COMlvIENTS . Date Received: . , , _JO~ SOWcc.. . l() - 2--1 '- 07 . . 39 DU;' . C;Cff ~ J? AtJrr1 .IIIItV/d>.r 2.,$""0 Q-iR- . '. v . . Contractor/HomeO'wner: Site: permit Type: Appmvedwfuo co=am~ Approved' wIthe below comnien:ts: 0 Denied withe below c~ents: '.0 . , T . r .' . . This"""""cnt sbejshall be kept with the Pctmit amlIoi plans. . . iLl ~ .' < '. /O-a~.o7 . Kal. S"Wltzer' ~'11~ Examiner Date Contractor and/or Homeowner . (Reqo.i:I-ed when comments are pres~t) DISCLOSURE STATEMENT FOR OWNER CITY OF ZEPHYRHILLS EUILDINGDEPARTMENT 'I, :::r()II~ ~oINA have read and -fu~~y understand and agree to the provisions of this instrument. The undersigned states and affirms that he or she is desirous of constructing, xenovating, adding to or reroofing his or her own dom.ici~e,that he or she actual~y occupies, or wil~ occupy l:ly said dom.iciJ.e, and same is not for rent, .1.ease or sale. That he or she shalJ. comp~y with the .fo~~owing conditions: ~. That the olf-tler and he or she alone shaJ.:~ act as -the bui~der for al~ phases of construction. .That .the owner wi~~ compJ.,y with a.J.~ prov:is:ions of the City of Zephyrhi.~~s ordinances and codes pertinent to the bu.il.ding. That in the event various phases of construction engage onJ.y properl.y l.icensed subcontractors and such work. That in the event the Bu.ilding Inspector sha1.l. require corrections .to be made, the ownerw:il.l. assume fu1.l. respons:ibil.i ty to insure they are made, and upon compl.etion w:il.l. call. for a re:inspection before proceeding w:i th the bu.iJ.ding. That the owner sha1.l. assume fu1.l. respons:ibil.~ty for the construction and w:i~l. not expect supervision of his work from the City of Zephyrhi.l.~s Bui.J.ding Department. That prior to f:inal :inspection any additional. fees, incl.uding re:inspection fees, must be paid :in fu1.l.. A wr:i tten request from this office shall. constitute an official notice to pay additional. fees. That the owner shall. compl.y with all. C:i ty , State and Federal l.aws :in regard to social secur:ity, workman's compensation, l.ien ~aws, etc., where app~.icabJ.e. That the owner sha1.J.. compJ.y w:ith all. the safety codes issued by the FJ.orida Industrial Commission. State l.aw requires construction to be done by ~:icensed contractors. You have appl.ied for a permi. t under an exemption to that J.aw. The exemption all.ows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a l.icense. You must provide direct onsite supervision of the construction yoursel.f. You may bu.i~d or improve a one-fami.l.y or two-fam:il.y res:idence or a faxm outbu.iJ.ding. You may al.so bu.i~d or improve a commercial. bu.i~di.ng, provided your costs do not exceed $25,000. The bui.l.di.ng or res:idence must be for your own use or occupancy. It may not be bu.il.t or substantial.l.y .improved for sal.e or l.ease. If you se~~ or ~ease a buil.ding you have buil.t or substantial.l.y improved yourse~f within 1 year after the construction is compl.ete, the ~aw wi~l. presume that you buil.t or substantia.J.l.y improved if for sale or l.ease, which :is a viol.ation of this exemption. You may not hire an un1.icensed person to act as your contractor or to supervise peop~e work:ing on your bu.il.di.ng. It:is your respons:ibi~i ty to make sure that peop~e emp~oyed by you have ~icenses required by state l.aw and by county or municipal. ~icens:ing ordinances. You may not del.egate the respons:ibi~ity for superv:ising work to a l.icensed contractor who :is not ~ioensed to perform the work being done. Any person work:ing on your bui.l.ding who is not l.icensed must work under your direct supervision and must be emp~oyed by you, which means that you must deduct F.I.C.A. and withhol.ding tax and prov:ide workers' compensation for that emp~oyee, al.l. as prescr:ibed by l.aw. Your construction must compJ.y wi th al.~ app~icab~e ~aws, ordinances r bui.~ding codes, and zoning regul.a tions . OWNER'S SIGNATURE ~ ..zI~ ADDRESS "39 U J,t) t.Tf7iJ'..- ~ Z ~/11;~ M 'LL I PHONE 78"'1. - ~ 1/(, 2. 3. are subcontracted, he w:i~~ wi1.1.personal.~y supervise 4. 5. 6. 7. 8. 9. DATE q ft.7h7 . WITNESS PERM:I:Ti SOX LUMBER PAGE 132 .'.1/ lO/22/20~7 13:29 23959355138 Florida Building Code 0111j"c '1'~1'; ~ " \1-1',11 .11 ~t j,::\ ~1~1I.:;~,~: ~~~:::~:~..:IO~!~~~f'I;~\t~I'!~" .:~:t~~' ':':~l:r'::~~ ~,,\~,,~o(:f~' . ~1fF;'J:~J::~F- i~~~ ,'~i '\, ~+"~i~lf\i~' ,I, ': ::~h~ ',:W,;r.;1'1':: I~I".'''-:'I:,~,'~ ,~'::', ;'~:!l~t,: :1,;II~,:I'!~~t ~~Ie::~'j~::, I' I ':'1) f'1f\~~'~ !),I.~~ )(I!)lt':~~I~::''': "1\:' 1';\ \ L~: ~~ ,~; I", I 'J:'';;':,~l'~-,~~~ :jt~OI ~13Ul: f1J'l;~\!' . . .;~ ~~;,~i~~~~;j,~i~i~~~;J'l,i~1'2~~;~i';iij;:[{~~~fi~~~f~~J~;; i?:11'1':;~>~~1 ~'- J~;I-:" . '" \~; :~j ::~;.~ \": '....,,~~ ~"Iq ,. . " r~t;i1~~f ';:~!;;i: ;T:>.~,. ~ '.'10'"'"",, ;~:IWiti:". hi~;:;;~i:::"J,i,l~' j'~~j}~:iit!::':f".f" ..''-.1'::1',;.: BelS HomE: Log In Hot'topICS: Submit Surcl1arge Star.$ l!'o F"cts publicatIons Fae: 5t~ff , B- it~)i~... Product Approval \1ii".' us~lt: PublIC User .,-,:~ Prodllct Approvtll Menu> l'rQr:luct or ,AppllC3tioll Sp.;:wcl, >- Application List rSe~rchcriteiia'-""'-_.""'_.."'..""" . ........-...-....- .......-.............. ... ;Code Version 2004 FL# iApplication Type ALL Product Manufacturer :Category Exterior Doors SUbcategory :Application Status ALL Compliance Method !ProdUct Model, Number or Name ALL Product Description ,Approved for use in HVHZ ALL Approved for use outside HVH irmpact Resistant ALL Design Pressure :Other ALL ISearch Resutts - Applications iGo to Page . , ,-- Ivalll :FL# Type lIta nu.~..~~.t~r II FLl170-Rl Revision Therma-Tru Corporation [ : History' ... Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies ; FLl18S-Rl Revision Irherma- Tru Corporation : History Category: Exterior Doors Subcategory: Sliding Exterior Door Assemblies FLS262 New Therma- Tru Corporation category: Exterior Doors Subcategory: SwinQing Exterior Door Assemblies I H- i FL5265 New Therma- Tru Corporation ! Category: fxterior Doors : Subcategory: Sliding Exterior Door Assemblies FL5891 New Therma- Tru Corporation LF. Category: Exterior Doors , Subcateaory: Swinging Exterior DOOr Assemblies (813 , FLG993 New Therma- Tru Corporation L.F. ! OItegory: Exterior Doors Subcategory: Swinging Exterior Door Assemblies (813 FL7186 New Therma- Tru Corporation L.F. Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies (813 FL7347 New ~erma- Tru Corporation ~,r, I hlfl'://vrWW. fJIJr/dttb I . UJldrllg om), II I 0 PTr/Jr!JR I ~ fP_ SI.!J~px 13/22/2007 13:28 23959356'38 COX LUMBER PAGE Ell .\ \4'b'" I UI' r: ~~~:~;~pri':' ~I~;\rll~'" ~;' ;: "~'i;~ ';:: ~~;i. ::' ;:. '~'~Xilt:" ~:;:J~t~~r;l~.\(l;; i~ k,~:~.;\tr~r~'~:'~~~~,: ~~~i' ~;~lr::; ~~:)rj!~~;!1:,:iI~':it::":~1,~i,i;i'~:ii:::.i:j:;..:\~~!~~:'::t:J::: . il~rv~~~~~ :m.'l~~ :'I~~! ~:::~: ;~;]:i;r:;:;~i ~';~~\m)~~l::~:j:.,. .. '\ "'"'..1,,, I ,. "'~ 'r~"I' '.. I'" ::!:;;~~:';:;:. . :ii;~"" ," ;\.IC;~,.~d..-.p' "i -j..,~ :,-Il' " ." .1' ,,:,.~l, t: "':f'. ~.I,' 'tl' .. '..: 1\ T~~.:!~~~:U1!;::~::F.': ,. ,:::, : \ l~~-~;~;~;;:~~~~g~:i;i!::;; ;:;r:r,i~.;,~;~;:~' l.og In Hot Topics : Submit Sun:h1lrge : Slats & Facts Publiciltfons FBC Stilff ~ ~:,~,':J~.'.~: Product Approval .:~J USER: Public User ~~~-" PI-OtJUI;;" Approval Mf'Jnu ;> ~'rodllct or ~pplir,,1 ion Searcll ;. Applic"tlon LiS1 > ApplicBtlon Detail ':~?~::U':J'.:r\~i!; :~',~'i ~~:t?:r;:;~nr Ji~:~~ ~~~:., 1::7< :::}' FL # Application Type Code Version Application Status Comments Archived FL5262 New 2004 Approved Product Manufacturer Add ress/Phone/Emai I Therma- Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 sjasperson@tttechnologles.us Authorized Signature Steve JlIsperson sjasperson@tttechnologies.us Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Exterior Doors Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Referenced Standard and Year (of Stanclar:d hft])~jJwww.flor;dab.ld. . Ul mg.orglpr/pr '- app _ dt/.i1Sp~ '), , . Pa.ralJJ9MG~ l" c lilt'" 1~/22/2~~7 13:2P. 23'l5'3355~9 COX LUMBER PAGE ~4 Page J or 4 Plating Bundin~ COlle Onlinv , other: 11lis product meets the requirements of I lithe 2004 Florida Building Code with the following 1 umits of Use: Glazed product requires Approved I External Protection when used in HVHZ and Wind Borne Debris Regions. Product must be I installed per drawing FL-631. Approved I Configurations: X/ XO, OX, OXO, XX and OXXO See NAMI Certifieatlon Number Nl005312, Nl00SS66 Md N100S567 for Sizes and Design PreSsure ratinas. , 5252.3 c. Fiber-Classic 6/8 and 8/0 Opaque and I with and without Sidelites OutswinQ Limits of Use (See Other) C.rtlt"lcation Agency Ce Approved for use In HYH%: InstaUatlon Instruction Approved for use outside HVHZ: Verified By: Impact R.sistant: Design Pressure: +/- other: This product meets the requirements of the 2004 Florida Building Code with the following ! limits of Use: Glazed product requires Approved External Protection when used in HVHZ and Wind Borne Debris Regions. Product must be : installed per drawing FL-519. Approved Conflgurattons: X, XO/ OX, axe, XX and OXXO See NAMI CertifICation Number NI005327, I Nl005329, NIOOS330 21nd N1OO5331 for Sizes and Des'ign Pressure ratinas. I 5~62.4 d. Premium Series 6/8 and 6/0 Opaque end I I and without Side lites. Ins' I Umlts of Use (See Other) Certification Agency ce I Approved for use in HVHZ: Installation Instructiol1 Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- other: This product meets the requirements of the 2004 Florida Building COde with the following Limits of Use: Glazed product requires Approved External Protection when used in HVHZ and Wind Borne Debris Reglons.Product must be installed per drawing FL-567. Approved Configurations: X, XO, OX, OXO, XX and OXXO I See NAMI Certification Number N1OO4951, NI004981, NI005332, NI005333,NIOOS334 and NI005335 for Sizes and Design Pressure i s. I 5262.5 e. Smooth-Star 6/8 and 6/0 Opaque and I with and without Sidelites i Outswing Limits of Use (See Other) Certltlcation Agency Ce http~llwww.t1oridllbuilding.orglpr/pr_3pp _ dtl.aspx?param-wGEVXQwtDqt8ZAD2~jZOa... ) 0/22/2007 ,.... ...-....... "............: ! Design Pressure: +1- btlP:IIWWW.tloridabuild' IDg.orglprlpT_llpp dtJ.a - SPX?Pamm~GEVXi ~ Qwt/)Qt8ZAln":,.,,, le/22/2007 13:28 2395935588 Florida Building Code Online cox LUMBER Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +1- I Other: This product meets the requirements of : the 2004 Florida Building Code with the following Limits of Use: Glazed product requires A.pproved External Protection when used in HVHZ and Ii Wind Borne Debris Regions. Product must be installed per drawing FL-619. Approved. I Configurations: X, XO, OX, OXO, xx and OXXO ! See NAMI Certification Number NI00S327, i NI005328, Nl005329, NI005330 and N1005331 t for Sizes and Design Pressure re.tings. 5262.6 f. Premium and Construction Series with Transoms Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +1- Other: This product meets the requirements of the 2004 Florida Building Code with the following Limits of Use: Not for use in the "HVHZ" Glazed product requires Approved External Protection I when used in HVHZ and Wind Borne Debris ! I Regions. Product must be installed per drawing ! FL-620. Approved Configurations: x/a, XO/O, i OX/O and OXOIO See NAMI Certlficlltlon Number 1 NIOOS567 for Sizes and DeSign Pressure ratings. 1 J PAGE 03 Page 4 uf 4 Installation Instruction Verified By: 6/8 and 8/0 Opaque and I Irransol'TlS. With and withe and Outswlng Certification Agency Ce Installation Instruc:tiol1 Verified By: I" Br.,,:,.,] [~7~::"_.--' DCA Administroation Department ", CQmmunity A".irs FlOrid~ .ulldl"f1 CodfJ Onl;". ewes end St.nd.rdS 2SSS ShIJm,rd OlJk Boulevard Ta/fllhiJ!<~ee, FIo,./dll 32399-2100 (850) 487-J824, 5uncom 277-1824. F(lx (850) 414-8436 @ 2000-2005 Thr. Stllte of Florida. All right~ reserved. COPvri!lht and OI~l Product Approval ACc:.pb: . fI8J..... ill fili2l;' ..... iii "i'~'~l r~-..~~-...r. ~1 . -..."" vE "111 t.. http../h...,....w..iJ(.ridablliJdj IJg.or,r.lprlpr a . ~ fJ'P_dtl.llsp,'(?pa . rill1J9+-(] r>V r "^ 1~/22/2ee7 13:3~ 2395935608 l'lomla t:iUllamg Code Unltnc COX LUMBER PAGE 02 Page 2 of3 Category: Exterior Doors 1(81.3 Subcategory: SWinging Exterior Door Assemblies FI.,7 586 New Therma- Tru Corporation L.F. Category: Exterior Doors lSubcatego!y: Swinging Exterior Door Assemblies (813 FL7627 New ITherma- Tru Corporation L.F. Category: Exterior Doors SUbcategory: Swinging Exterior Door Assemblies (813 FL7630 New Therms- Tru Corporation L.F. Category= Exterior Doors Subcategory: Swinging Exterior Door Assemblies (813 FL7640 New Therma- Tru Corporation L.f". Category: Exterior Doors Subcat4lgory: Swinging Exterior Door Assemblies (813 FL7728 New n-herma- Tru Corporlltion L.F. Category: Exterior Doors SUbcategory: Swinging Exterior Door Assemblies (813 FL7730 New Therma- Tru Corporation L.F. I Category: Exterior Doors j Subcategory: Swinging Exterior 0001" Assemblies '813 I FL7731 New Therma- Tru Corporation L.F. I Category: Exterior Doors I FL775~ SUbcategory: Swinging Exterior Door Assemblies (813 New rrherma- Tru Corporation I Category: Exterior Doors ! Subcategory: Swinging Exterior Door Assemblies I FL7859 New Therma- Tru Corporation L.F. I Category: Exterior Doors I I Subcategory: Swinging Exterior DOor Assemblies (813 I FL8263 New Therma- Tru Corporation L.F. ! Category: Exterior Doors i Subcatego~: Swinging Exterior Door Assemblies (813 . FL8571 New Therma- Tru Corporation I Category: Exterior Doors ! SUbcategory: SWinging Exterior Door Assemblies ! FL8~04 New Therma- Tru Corporstion L.F. I Category: Exterior Doors I Isubcategory: Swinging Exterior Door Assemblies (813 I i Go to Page ., .- ---.----. ."'~....._.., ....H'__... .,-..... _,.....h. ._...".~.... ---'------'-...-,...~.'"...H. ._"H'."'" '''M"'' .~.H".,.. ..."..._.... ,_____..,_ ..._".. DCA AdmInistration ~a~rr-mt of Com.."tnity Affairs Florid. .ulldi.." Code 0,.,;_ Codes a'Jd StoI"da,.ds 2555 SfllJmilrrl Oak 8olJlev:lfT! Ttlflalltfssft!. Florida 32J99-2100 (850) 487-1824. Suncom 277-187.4. Fif1( (850) 414-8436 IE> 2000-J.OOS The Stnte of Florida. AU rights rcSel'\led. CopyriQht ;oncJ DISC 11ltPJIw,~'''O''idab 'Id' u, mg.orglprlpT a,..'P I . - 'Y". _ Sl.aspX 10/22/2007 13:30 2395935608 cox LUMBER PAGE en Page 2 of 4 .... -"'........- ~_..""'-.I,~...b '-'\..""'"" VI'.IU,t.. Standa rd) ASTM E1300 ASTM H886 ASTM E 1996 ASTM E330 SSTO 12 TAS 201, 202, 203 Equivalence of Product Standards CertifIed By Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 09/09/2005 10/06/2005 10/06/2005 10/18/2005 I...... ....-.-.-..........-.............................-........ .......-...-...-........ ,Summary of Products , ..- i FL# Model, Number or Name DescriPtion I 5262.1 a. Classic-Craft 6/8 and 8/0 Opaque and I I with and without Sidelites I Outswlng I I Umits of Use (See Other) Certification Agency Ce I , Approved for use In HVHZ: Installation Instruction , Approved for use outside HVHZ: PTJD_5262_CFL~567 .pd! i Impact Resistant: PTI.D _526 2_I_FL -6 ~8. pdt Design Pressure: +1- PTIO_S262_CFL-619. pd! i Other: This product meets the requirements of PTID._.5262_I_FL - 620. pdl the 2004 Florida Building Code with the following PTlO_5262_CFl-631.pdl , limits of Use: Glazed product requires Approved Verified By: , External Protection when used in HVHZ and I , I Wind Borne Debris Regions. Product must be I installed per drawtng FL.618. Approved I Configurations: X, XO, OX, axe, XX and OXXO See NAMr Certification Number NIOO5724, NI005727, NI005728 and NI005729 for Sizes , and Design Pressure ratings. , 5262.2 b. Construction Series . - j 6/8 Opeque and Gla7.ed S without Sidelites. Inswing i Limits of Use (See Other) Certification AgencV Ce I j Approved for use in HVHZ: Installation Int>>tructiol1 I Approved for use outside HVHZ: Verified By: I , Impact Resistant: I I Design Pressure: +/_ I htIP://WWW.fJOJ"id8bUilding.org/pr/pr a. , d - PI.... t1.asPX?param~..nT1V . . -wur. )(OUlf f)., I 07 . h_ APPENDIX 13-0 FORM 600B-04R FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Component Prescriptive Method B CENTRAL 4 5 6 Compliance with Method B Subchapter 6 of the Rorida Energy Efficiency Code may be demonstrated by the use of Form 600B for single- and multiple-family residences of three stories or less in height. and additioos 10 existing residential buDdings. To comply, a building must meet or exceed all of the energy efficiency prescripti'les in any one of the prescriptive component pad<ages and comply with the prescriptives listed In this form. An a/IemaIive method is provided for additions of 600 square feet or less by use of Form 600C. If a building does not comply with this method, If may stin comply under other sectioos in Chapter 6 of the COde. OWNER: ~.., ~owA BUILDER: PERMITnNG OFFICE: PERMIT NO.: PROJECT NAME: AND ADDRESS: C. \1"1 CUMATE ~ D ZONE: 4 ~ 5 D 6 JURISDICTION NO.: I "I \ I , I" 10 10 I 1. New COIIIlrucIIoII including addIIIonl Wl1ICh I/ICOIPOIIlI any of the following __ ClIIIIlOt c:ompIy UIilIg thil method: I18el stud waHl. lingle -.nbIy rooIJceiIing construction, or IkyIIgtds or o1her IlOIlWflk:aI roof gIUs. 2. ClIooIe 0118 of the COIl1pOII8ftl pect<aoea "AM tIlr. "C" from Table 68-1 by wIIidI you intend to comply wllh the code. Cin:le the ccIunm of the peclcage you '- choosen. 3. Allin lithe appIcabIt apacea 01 the "b Be 11lIllIl1ed' column 011 "Table 88-1 wItIIlhe lnformltlon IllQUllIted. All "To Be inItalIed. velueIlAUII be eqUllIo or more etfIcIent than the lllQuired IMII. 4. Comt*tt JllIIlI1 bIIed 011 the .To Be 1nstllIIed" column informallon. 5. Rtad "Minimum Requlrlmenls for All PadlageI', Table 88-2 and check each box 10 indic8Ie your In\1n1Io comply wItII all applicable iIImI. 6. Rea4,lign and dIle the 'Prepared By' cer1lliCllion IIafIment lithe botlom of page 1. TIle OWMr or ownefl aaent mUll aI80 Iign and daII the form. Plaase Print CK 1. Compliance package chosen (A-C) 1. C 2. N_ construction or addition 2. AOO\TloN 3. Single-family detached or multlpl.famlly attached 3. ~'IIl.\." 4. If multlpl.famlly-No. of units covered by this submission 4. 5. 'tf~ 5. Is this a worst cese? (yes/no) 6. U.\ SGl Fr 6. CondltlonedflooraMe(aq.~) 7. 2.' 7. Predominant eave overhang (ft.) 8. Gl... type and area: Sa. I)c; Aw... r ** a. U-tiJctor (or DEFAULT) 8b. II b. SHGC (or DEFAULT) Be. n sq. ft. c. Glass area 9. Percentsge of glass to floor area 9. 3\ % 10. Floor type, area or perimeter, and Insulation: 108 R=~ 44.~ lin. ft. a. Slab-on-grade (R-vaJue) 1Ob. R=_ sq. ft. b. Wood, raised (R-vaJue) 1Oc. R=_ sq. ft. c. Wood, common (R-value) 1Od. R=_ sq.ft d. Concrete, raised (R-vaJue) 108. R=_ sq. ft. e. Concrete, common (R-vaJue) 11. Wall type, area and Insulation: ?><i<. a. Exterior: I. Masonry (Insulation R-vaJue) 11a-1 R=~ sq. ft. 2. Wood frame (Insulation R-value) 11a-2 R=_ sq. ft. b. Adjacent: I. Masomy (Insulation R-value) 11b-1 R =~ sq. ft. 2. Wood frame (Insulation R-vaJue) 11b-2 R =_ sq. ft. 12. Ceiling type, aMe and Insulation: a. Under attic (Insulation R-value) b. Single assembly (Insulation R-vaJue) R=~ sq.ft.~_ 128. 13. Air distribution system: Duct Insulation, location 12b. R=_ sq. ft. Test report (attacb if required) 13. R=~ ATTIC! 14. Cooling system: (Types: central, room unit, package terminal A.C., gas, none) 148. TYpe: (( A 14b. SEERlEER: \IN r.Now '~T 15. Heating system: 4\2., OOC> e. (Types: heat pwnp, elec. strip, nat. gas, LP-Gas, gas h.p., room or PTAC, none) 14c. Cepaclty: 158. TYpe: ~€AT AM.\p 16. Hot water .ystem: 15b. HSPF/COP/AFUE: IlN/(.NOWIll. (Types: elec., oat gas, LP-gas, solar, heat rec., ded. heat pump, other, none) 15c. Cepaclty: ~ c.(lt) I hereby certify that the plans and specifications covered by the calculation are in compliance with Review of plans and specilicatioos covered by this caJculatioo Indicates compliance with the Florida the Aorida Energy Code. Energy Code. Before constru ion is co , this buifding will be inspected for compliance In accordante with Section f.S I hereby certify that this b~ding is in CJlIIlIlUance with the Florida Energy Code: Wf,A OWIIERASENT: T/J..... 51!1Jv.11 0ATE:./4 a7 BUIUIIIIG OffiCIAL: OATE: PREPAREO BY: OATE: FLORIDA BUILDING CODE - BUILDING 13-D.29R Florida Building Code Online II 1C'f/D Page 1 of3 Stats & Facts Product Approval USER: Public User -- Product Approval Menu> Product or Application Search> Application List> Application Detail .~f'lANMNG FL # Application Type Code Version Application Status Comments Archived FL4437-R2 Revision 2004 Approved . HOUSING & ctJIMMUNTY OEVaOPMENT . OFfICE OF THE secRETARY Product Manufacturer Address/Phone/Email PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 480-1600 ext 1124 Itu rner@pgtindustries.com Authorized Signature Lucas Turner Itu rner@pgtindustrles.com Technical Representative Add ress/Phone/Ema iI Lucas A. Turner 1070 Technology Drive Nokomis, FL 34275 (941) 480-1600 Iturner@pgtindustries.com REVIEW DATE 10 -2:7 -0) CITY OF ZEPHYRHllLS , PLANS EXAMINEFt__~j_(Cd Quality Assurance Representative Address/Phone/Email Category Subcategory Windows Horizontal Slide~LL WORK SHALL CC)ivlPL~ WITH ALL PREVAILING CODES. FLORJDA BU1LDn;'~J Certification Ma.EiD&~,~lQfJAL ELECTRIC CODE AWl ClTY OF ZEPHYRHILLS ORDINANCEg Compliance Method Certification Agency Keystone Certifications, Inc. lttp:1 /www.floridabuilding.orglpr/pr_app _ dtl.aspx?param=wGEVXQwtDqsAxfZiOd8rdBDcDsOGe 19m41W, _, 4/?O/?007 Florida Building Code Online AFFIDAVIT STATE OF FLORIDA COUNTY OF PASCO Page 2 of3 BEFORE ME, the undersigned authority, personally appeared . who Referenced Standard and Year (of Standard being b}9l!SA'i!8W.IJ sworn, under oath, deposes and states l~l~tmMA/NWWDA 101/I.S.2 2. That (s)he (they) has (have) filed an applicatio'A.~~i'P3~cial exception, conditional use, variance, or an appeal for AC:TM F-16RF> on property (ParcellD No. ASTM E-1996 ) in the unincorporated area of Pasco County. ~~~!~~~Rt~~9gY6lb~9f\ff{Hrie rezoning, special exception, conditional use, variance, or an appeal, if approved, shall not: (a) Constitute authorization to begin construction. Y. 1S 2C 2C 2C Prod~ A~f~~'fliRr&from certification Of""~ttmae~i~PflBPlil).\lce. (c) Obligate the County to provide additional services and facilities. FIDaRIStJJlJFA~) SAYETH NOT. 03/10/2006 Date Validated 03/10/2006 Date Pending FBC Approval 03/13/2006 Affiant Date Approved 03/aJ@l)06 Me..d1Nlla me this day of Model, Number or Name 4437.1 HS-410 (Non-Impact) Limits of Use Notary P Approved for use in HVHZ: No State of F Approved for use outside HVHZ: Yes Impact Resistant: No My Com Design Pressure: N/ A Other: For XO or OX configuration, ratin . HS-C60 73x62 (actual window buck size). For XOX 1/4-1/2-1/4 configuration, rating is HS-C60 1l0x62 (actual window buck size). Please see attached Design Pressure Charts for allowable pressures at various product sizes. Please see test reports FrL-4551 and 4552 for other product description and test information. NOTE: zntaftkl ~jierty owners of W~R:~thelrdeslgna of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/ A Other: Impact Resistant, Missile Level D (9.0 Ib 2x4 traveling at 50 f/s). Available in XO or OX configuration only. Rating is HS-C60 73x54 (actual window buck size). Please see attached Design Pressure Charts for allOWtl~Af~ressures Description Vinyl Horizontal Sliding Window I lea Ion gency ertificate Ra:l-437 R2 C CAC HS410-CAR199-135......Q1 FL4437 R2 C CAC HS410-CAR199-~~6.p, MRon Instructions FL4437 R2 II 410-510- f FL4437 R2 II HS410-FTL4551.PDF FL4437 R2 II HS410-FTL4552.PDF Verified By: Lucas A. Turner, P.E. 58201 \A4jlMiti"'WiII~1 Sliding Window Certification Agency Certificate FL4437 R2 C CAC HS510-CAR199-137.pl FL4437 R2 C CAC HS510-CAR199-17:t.Q FL4437 R2 C CAC HS510-CAR199-20LQI FL4437 R2 C C;:AC HS510-CAR199-20~, FL4437 R2 C CAC HS510-CAR199-2Q8......Ql Installation Instructions FL4437 R2 II 410-510- Desig nPcessu re.cha rt~df FL4437 R2 II HS5~!,.4561.PDF lttp:l/www.floridabuilding.org/pr/pr_app _ dt1.aspx?param=wGEVXQwtDqsAxfZiOd8rdBDcDsOGe 19m41W... 4/20/2007 . ) FLORIDA APPROVAL CODE FL4437.1 Quality Accurucy Assurance Fenestration Testing Laboratory, Inc. 1677 West 31st Place Hialeah, FL 33012 Phone: 305/819.7877 Fax 3051819-7998 e-mail: ftldade@aol.com www.ftHnc.com OFFICIAL TEST REPORT Lab. Number 4552 April 1. 2005 Report Number 13 File Number 05-116 Page 1 of4 D-6987 MANuFACJ1JRER: ADDRESS: P.G. T. Tndustrics 1070Tecbnology Drive Nokomis, Florida 34275 DESIGNATION: SPECIFICATIONS: HS-HC60 -110 x 62 NAFS.2 ANSIIAAMA/ NWwDA 101/1.8.2.-97 DESCRIPTION OF UNIT Model DC:SignatioD: Scric:s:HS41 0; ViDylll~ Slidiu" Window Overall Size: 9' 2" (110") by 5' 2" (62") high by 3.250" deep Configuration: XOX No. &: Size of Vents: Two extruded vinyl vent 2' 4" (28") by 4' 101/4" (SA 1/4") high. MATERIAL CHARACTERISTICS Frame Construction: Wbitc vinyl test unit has a nail fin frame, 113 1/4" by 65 114" high overalL Frame comers have mitered welded joints. Fixed meeting rail at top and bottom were fastened with two No.8 by 3 ~"pan bead sheet metal screws. Unit tested with a 2.375" high overall interior sill flange. Size offtamc members are as foUows: frame head, frame siD and fiume jambs 2.37S" by 3.250" by 2..375"; fixed meeting rail 1.190" by 1.835 - by 1.440" by 1.21O" by 0.06S" wall thickness. Frmne members are hollow extrusions with typical wall thicknesses orO.060", except were noted. VeDt Construction: White vinyl vent has mitered welded joints.Sizes of rails are as follows: vent meeting rails 1.160" by 1.647" by 1.410" by 1022" by 0.050" wall thickness: vcntjamb rails 1.005.' by 1.910" by 1.647"; vent bottom and top rails 1ooS" by 1.647" by l.160"by 1.022" . Vcntrails are bollowextrusions, witbtypicaJwaU thicknessesofO.06S'", except W~ noted. Glazing; Material: .0.&7S" overan insulated glass using two lites of liS" .(0.125") tempered glass and an 0.62S" air space, A5-S, between the two lites. Method: Unit is exterior glazed with 0.500" glazing penetration using a black colored silicone arxl a semi-rigid vinyl gla2ins bead. Daylight Opening: Clear opening of fixed lite, 32 5/8" by 57 118" high; vent, 32 518" by 55'" high. Weatbentripping: Descr' lion Location cter of vent on the exterior Ducrl. tion Location Two surface mount metallic earn Jock, with no at vent meeting rail, 7" from each end I.D. marks Two surface mount metallic keeper. with no at fixed meeting rail, 7 1,4" and 52" from bottom 1.0. marks Two tandem brass wheels in plastic housing, at vent bottom rail, I 1/4" from each end with no J.D. marks Note: u*" designates measurements by labora/ory THIS AtPOAT.S IlU"MITlF.o FOIl THE EXClUSIVE USE OF TME CUENT TO WMO.. IT IS onn.FSSEO. ITS '~~Uc.<TiON IS ONLY TO THE SAlIPlE TE~TI'O AND I. NOT NECESSIlRIl Y "'Dlconve '" 'ME QUALITIES OF '~"AENTlV SIMIlIIR OR IOENTICAl PI\OOUCTS. PUBLICATiON OF STATEMEIITS. CONCLUSION~ OR EXn~A~S FROM OR REGARDING OUR REPORTS, OR OF ANY 0' OUR SEALS OR INSIGI'IIA WITHOUT OUR EXPRESS PERMISSION. IS PROHIBITED It ) - Weepholes: MA TElUAL CHARACTERISTICS Lab. Number 4552 April 1, 2005 Report Number 13 File Number 05-116 Page 2 of 4 D-6987 Descriptio" Location Four I" by 1/4" wcephole with plastic at frame sill 3 1/4", 4 ~", 1 OS l/," and 1063/4" from left baffles Two 1 " by 118" weep slot at frame sill below vinyl track insert, 3" from each end -... Four 3/8" by 118" weep slot at frame sill, 2 5/8" from each end MUDtiDS: None MoUions: None Reinforcement: One 32 W' long aluminum reinforcement. drawing No. 5114, inside vent top and bottom rail, (total of four) and one of the same except 57" long inside vent meeting rail and vent jamb rail, (total offour). One 55" long aluminum reinforcement, drawing No. 5123, inside fixed meeting rail,(total of two), fastened with a single row ofNo. 8 by~" flat head self drilling screws, 9",13 3/4",21",281/4",36",43 1/4" and 50 W' from bottom. One W' by 1/16" by I ~" aluminum plate at each end of fixed meeting rail fastened with the same size and type of assembly screws. Sealants: None Pads: None Screen: Water resistance tests were coOducted with and without fiberglass mesh screens installed. Additional Description: Unit has one 107 liS" long vinyl track insert, part No. 65138, inside frame sill. Unit Installation: Test unit instBlJed in a 2 x 12 pll!SSUI'e treated wood test buck using a 2 x 4 pressure treated buck strip. Frame installed with a single row 1/8" diameter by 1 ~,. roofing nail through nail fin frame at frame bead. frame sill and frame jambs. Location of installation nails are as follows: frame head and frame sill from the left, I 7/16", 7 9/16", 13 3/4" 19 13/16",25 15/16".321/16",37 15116",44 1/16", SO 1/4", S6 5/16",627/16",689/16.'.743/4",80 13/16". S6 15/16",931116",99114" 1055116" and III 7/168; framejambs fromtbebottom, 17/16",711/16",137/8",201116", 26 1/4",32 7/J6", 38 11116",44 7/8", 51 1/16",571/4" and 62". Product MarkiDgs: None OFFICIAL TEST RESULTS Paraerapb Number Title of Test Measured 2.1.2 Air Infiltration Test: (ASTM E283-96) at 6.24 psf 0.18 cfinlsq.ft. (3.29 crnhIrnz) Allowed Passed 0.3 (5-49) maximum Note: The tested specimen meets or exceeds the performance levels specified in specification reference for air infiltration. 2.1.3 Water Resistance Test: (ASTM E547-961E331) with and without screen, no leakage at 9.00 psf (430 Pa) 2.1.4.2 Uniform Structural Load Test: (ASTM E330-96) Positive Load 90.0 psf (4309 Pal Deflection Permanent Set Reading at meeting rail 3.030. (77.05mm) 0.078" (1.98mm) Reading at frame sill 0.421" (1O.70mm) 0.013" (O.33mm) Reading at frame jamb 0.168" (4.27mm) 0.003" (0.08mm) 2.1.4.2 Uniform Structural Load Test: (ASTM E330-96) Negative Load 97.5 psf(4668 Pal Reading at meeting rail 3.385" (8608mm) 0.089" (2.26mm) Reading at frame sill 0.469" (J 1.93mm) 0.OJ6" (0.41mm) Reading at frame jamb O. 183" (4.65mm) 0.005" (0. 13mm) Posscd 6.00 (287) minimwn Passed 60.0 (2873) minimum 0.233 (5.92) maximum Pnsscd 60.0 (2873) minimwn 0.233 (5.92) maxim, J /YkJ,~.f. 1-13 -OS" .. , OFFICIAL TEST RESULTS Paragraph Number Title of Test 2. L 7 Comer Weld Test: Frame comer Vent comer Measured 90 pounds (400 N) 55 pounds (244 N) NoIe: The break did not extend along entire weld line. 2.1.8 Forced Entry Resistance Test: AAMA 1303.5-1976, Paragraph 3.1.1 Test A through 3.1.5 Test G No entry 2.2.2.5.1 (Left vent) Starting Force: Operating Force: (Right vent) Starting Force: Openwng fOfl:C: 10 pounds (44 N) 8 pounds (35 N) 9 pounds (40 N) 8 pounds (36 N) 2.2.2.5.2 Deglazing Test: (ASTM E987-88) No disengagement at: Horizontal Rails Vertical Rails Percent Deglazemcnt SO pounds (222 N) 70 pounds (311 N) 5 percent SECI'ION 4. OPTIONAL PERFORMANCE CLASS: 4.3 Water Resistance Test: (ASTM ES47-961E331) with and without screen, no leakage at 9.00 psf(430 Pa) 4.4.2 Unifonn Structural Load Test: (ASTM E330-96) Positive Load 90.0 psf(4309 Pal Deflection Permabent Set Reading at meeting rail 3.030" (77.05mm) 0.078" (1.98mm) Reading at thune s11l 0.421" (10.7Omm) 0.013" (0.3311101) Reading at frame jamb 0.168" (4.27mm) 0.003" (0.08mm) 4.,t2. I1nifonn Structural Load Test: (ASTM R330-96) Negative Load 97.5 psf(4668 Pa) Reading at meeting rail 3.385" (8608mm) 0.089" (2.26mm) Reading at frame sill 0.469" (11.930101) 0.016" (0.41mm) Reading at frame jamb 0.183" (4.65mm) 0.005" (O.l3mm) Lab. Number 4552 April l, 2005 Repon Number] 3 FilB Number 05-116 Page 3 of 4 D-6987 Allowed Passed Passed None Allowed 2S (Ill) maximum 25 (11l) maximum 25 (Ill) maximmn 25 (111) maximum Passed 50 (222) minimum 70 (311) minimum 99 maximum Passed 6.75 (323) minimum Passed 67.5 (3232)minimllm 0.233 (5.92) maximum Pa.'l!red 67.5 (3232) minimllDl 0.233 (5.92) maximum Note: At conclusion of above tests, there was no apparent damage to unit, glass or fasteners and the vents were __bk. ~~ f~rJ.p.J " "f"I ~ Lab. Number 4552 April 1, 2005 Report Number J 3 File Number 05-116 Page 4 of 4 D-6987 continued: Temperature: 67.0 F Barometer Reading: 29.95 Testing Began - February 23, 2005 Test Completed - February 23, 1005 Report Expires - February 23, 2009 Remarks: This test report does not constitute certification of this product, but only that the above test results were obtained using the designated test methods andthey indicate compliance with the perfonnance requirements (paragraphs as listed) of the above referenced specifications. As per manufilcturer, unit complies with section 3, materia] and component requirements. Detailed assembly drawings showing wall thickness of all members, comer consbuction and hardware application are on file and have been compllTed tu Iht: 5CUIlplt: liubmiUcd. A test lHUDplo will be: nuinell at the It:sllaboratory. A copy ofthis report bas been forwarded to the Validator. NaIr Test qteCimem: were covered wid1 J.5 mil plawc Rheeting 10 ~ea1 from air 1eakll8e when loat! test wl"re perfonned, however this had no effect on above results. Witnessed by: Mr. EdmlDldo Largaespada, P.E. Mr. Jerry Middleton Mr. Sam Bryant Mr. Steve SalAzac FENESTRAmESTING LA R~blet Testing Mona ORY, INC. Author of Report: Dina Cova Laboratory Technicians: Erick Castaneda J- P.G.T. Industries 2 - ALl ~, Quality Accuracy Assurance Fenestration Testing Laboratory, Inc. 1677 West 31st Place Hialeah. FL 33012 Phone: 3051819-7877 Fax 3051819-7998 e-mail: ftldade~aol.com www.ftl-inc.com Lab. Number 4551 March 30, 2005 Report Number 11 File Number 05-116 Page I of 4 D-6985 OFFICIAL TEST REPORT MANUFACl'URER: ADDRESS: P.G.T. Indus1ries I070Technology Drive Nokomis. Florida 34275 DESIGNATION: SPECIFICATIONS: HS-C60-73 x 62 NAFS-2 ANSI/AAMAI NWWDA 10111.8.2.-97 DESCRIPTION OF UNIT Model Designation: Series:HS410; Vinyl Horizontal Sliding W"mdow Overall Size: 6' I" (73'') by 5' 2" (62") high by 3.250" deep Confq:uration: OX. No. .. Size of Vents: One exbuded vinly vent, 3' 0" (36") by 4' 10 1/4" (58 1/4") high. MATERlALCHARACTERISTICS Frame Construction: White vinyl test unit has a nail fin frame, 76 1/4" by 65 1/4" high overall Frame comers have mitered welded joints: Fixed meeting rail at top and bottom were fastened with two No.8 by 3 W' pan head sheet metal screws. Unit tested with a 2.375" high overall interior sill flange. Size of frame members are as follows: frame head, frame sill and fuune jambs 2.375" by 3.250" by 2.375"; fixed mc.mng rail 1.190" by 1.835- by 1.440" by 1.210" by 0.065" wall thickness. Frame members are hollow extrusions with typical wall thicknesses of 0.060" , except were noted. Vent Construction: White vinyl vent bas mitered welded joints. Size of rails ~ as follows: vent meeting rails 1.160" by 1.647" by 1.410" by i022" by 0.050" wall tbiclcness; vent jamb rails 1.005" by] .910" by 1.647"; vent bottom and . top rails 1.005" by 1.647" by 1.160" by 1.022" . Vent rails are hollow extrusions. with typical wa11tbieknesses of 0.065", except were noted. Glazing: Material: .0.875" overall insulated glass using two lites oft/8" .(0. 12S") temperedgJass and an 0.625" airspace, AS-S. between the two lites. Method: Unit is exterior glazed with 0.500" glazing penetration using a black colored silicone and a semi-rigid vinyl glazing bead. Daylight Opening: Clear opening offixed lite, 32 5/8" by 571/8" high; vent, 32 5/8" by 55" high. Weatherstripping: . Descr' tion Location rimeter of vent on the exterior Hardware: Dacri lion Location Two surface mOlmt metallic earn lock. with no at vent meeting rail, 7" ftom each end LD. marks Two surface mount metallic keeper, with no at fixed meeting rail, 7 W' and 52" from bottom tD. marks Two tandem brass wheels in plastic housing, at vent bottom rail, I 1/4" from each end with no lD. marks Note: ..." designates measurements by laboratory Tt1tS REPonT tS SUBMITTFD fOR THf F){rHI~IVF llSF OF THF r.IIFNT TO WHOU IT IS ADDRESSED. ITS APPLICATIO'oI ~s ONLY TO nt SAMPLE TES"tu ANO I::; PiOl Nt{if:.S5ARIU INDICATIVE OF THE QUAliTiES or APPARENTLY 51MlCAR ORIDCNTlCAL PRODUCTS I'VBLlCATlDN OF STATEMEtffS. CONClUSI()t<S OR ExmACTS FROM OR R~G'''DIN$ OUR REPORTS. OR OF AN'! OF O'JR SEALS OR INSIGNIA, WITHOUT OUR ~XPRESS PER~ISSION. IS PROHIBITED .' MATERIAL CHARACTERISTICS Weepholes: Lab. Nwnber 4551 March 30, 2005 Report Number II File Number 05.116 Page 2 of 4 D-6985 '}uanlity Description Location Four 1" by 114" weepholc with plastic at frame sill, 3 1/4",4 W', 68 Y.l" and 69 3/4" from left baffles Two I" by 1/8" weep slot at frame sill below vinyl track insert, 3" and 70" from left Two 3/8" bv 1/8" weep slot at frame sill, 2 5/8" from left Muntins: None Mulltons: None Reinforeemeat: One 32 ~n long aluminum reinforcement, drawing No. 5114, inside vent top and bottom rail, (total of two) and one of the same except 55" long inside vent meeting rail and vent jamb rail, (total of two). One 57" long aluminum reinforcement, drawing No. 5123, inside fixed meeting rail, fastened with a single row of No. 6 by \1," flat head self drilling screws, 8", 14 ~", 22 W', 29 3/4",39",48" and 54 W' from bottom. SeallUlts: Installation nails were sealed with a white colored seam sealer. Frame comers and fixed meeting rail seams were sealed with a clear colored seam sealer. Pads: None Screen: Water resistance test conducted with and without a fiberglass mesh screen installed. Additional Description : Unit bas one 70" long vinyl track insert, part No. 6513S, inside frame sill. UoitIastallatioo: Test unit installed ina2x 12 pressurctrcatcd wood teat buck using112 x 4 pressure treated buck strip. Frame installed with a single row 118" diameter by 1 ~" roof nail tbrollgh nail fin fi:amc at frame head, frame sill and frame jambs. Location of installation nails are as follows: frame head and frame sill from the left, 1 7/16", 7 9/16", 13 5/8". 193/4".25 13/16",31 7/8",38",44 1116", 50 liS", 563/16".625/16",683/8".749/16" and 75 15/16"; frame jambs from the bottom, I 7/16",711/16",13 7/8", 20 1/16",26 114",327/16",38 11116",44 7/8", 51 1/16",571/4", 637/16" and 64 15/16" . Product Markings: None OFFICIAL TEST RESULTS Paragrapll Number Title of Test Measured 2.1.2 Air Infiltration Test: (ASTM E283-96) at 6.24 psf 0.18 cfinlsq.ft. (3.29 cmhIt1l2) Allowed Passed 0.3 (5.49) maximum Note: The tested specimen meets or exceeds the performance levels specified in specification reference for air infiltration. 2.1.3 Water Resistance Test: (ASTM E54 7 -961E331 ) with and without screen, DO leakage at 9.00 psf(430 Pal 2.1.4.2 Uniform Structural Load Test: (ASTM E330-96) Positive Load - 90.0 psf(4309 Pal Deflection Permanent Set Readin~ at meetin,l!; rail 2.803" (71.28mm) 0.072" (1.83mm) Reading at frame jamb 0.240" (6.IOmm) 0.005" (O.13mm) Reading at frame sill 0.390" (9.92mm) 0.015n (0,38mm) 2.1.4.2 Uniform Structural Load Test: (ASTM E33o-96) Negative Load 97.5 psf(4668 Pa) Reading at meeting rail 3.280" (83.4Imm) 0.113" (2.87mm) Reading at frame jamb 0.363" (9.23mm) 0.020" (0.51mm) Reading at frame sill 0.485" (12.33mm) 0.026" (O.66mm) Passed 4.50 (215) minimum Passed 45.0 (2155) minimum 0.233 (5.92) maximum Passed 45.0 (2155) minimum .23~~.{ 1~/3-'.r .; OFFICIAL TEST RESULTS . Paragrapb Number Title of Test 2.1.7 Comer Weld Test: Frame comer Vent comer Measured 95 pounds (422 N) 50 pounds (222 N) Note; The break did not extend along entire weld line. 2.1.8 Forced Entry Resistance Test: AAMA 1303.5-1976, Paragraph 3.1.1 Test A through 3.1.5 Test G No entry 2.2.1.5.1 Starting Force: Operating Force: 10 pounds (44 N) 13 pounds (57 N) 2.2.1.5.2 Deglazing Test: (ASTM E98?-88) No ~ement at Horizontal Rails Vertical Rails Percent Deglazement SO pounds (222 N) 70 pounds (311 N) S percent SECTION 4. OPTIONAL PERFORMANCE CLASS: 4.3 Water Resistance Test (ASTM ES47-961E331) no leakage at 9.00psf(430Pa) 4.4.2 Unifonn Structural Load Test: (ASTM E330-96) Positive Load 90.0 psf (4309 Pa) Deflcctlon Permaaot Set Reading at meeting rail 2.803" (71.28mm) 0.072" (1.83mm) Reading at frame jamb 0.240" (6.JOmm) 0.005" (0. 13mm) Readin2 at frame sill 0.390" (9.92mm) 0_015" (0.38mm) 4.42. Unifonn Structural Load Test: (ASTM E330-96) Negative Load 97.5 psf (4668 Pal Reading at meeting rail 3.280" (83.4hnm) 0.113" (2.87mm) Reading at frame jamb 0.363" (9.23mm) 0.020" (0.5 lmm) Reading at frame sill 0.485" (12.33mm) 0.026" (0.66mm) Lab. Number 4551 March 30, 2005 Report Number 11 File Numbel 05-116 Page 3 of 4 0-6985 Allowed Passed Passed None Allowed 25 (111) maximum 25 (Ill) maximum Passed SO (222) minimum 70 (311) minimwn 99 maximum Passed 5.25 (251) minimum Passed 52.5 (2514) minimum 0.233 (5.92) maximum Passed 52.5 (2514) minimum 0233 (5.92) maximum Note: At conclusion of above tests, there was no apparent damage to unit, glass or fasteners and the vents were operable. Temperature: 67.0 F Barometer Reading: 29.95 Testing Began - February 24, 2UU5 Test Completed - February 24, 200S Report Expires - February 24, 2009 t!:!.~ continued: Lab. Number 4551 March 30. 2005 Report Number 11 File Number 05.116 Page 4 of 4 JJ-6lJlI~ Remarks: This test report does not constitute certification of this product, but only rbat the above test results were obtained using the designated test methodll and they indicate compliance with the perfonn::mcf!Tf'!qlliremP.flt" (parngnph" as listed) of the above referenced specifications. As per manufacturer, unit complies with section 3, material and component requirements. Detailed assembly drawings showing wall thickricSsof all members, COmer construction and hardware application are on file and have been compared to the sample sobmftted. A test sample will be retained at the test laboratory. A copy of this report has been forwarded to the Valid8tDr; - . Note: Test specimens were covered with 1.5 mil plastic sheeting to sciaI froai air leakage when load test were performed, however this had no effect on abol'c results. Witnessed by: Mr. Edmundo Largaespada. P.E. Mr. Jerry Middleton Mr. Sam Bryant Mr. Steve Salazr Mr. Jim Reomer Author of Report: Dina Cava Laboratory Technicians: Erick Castaneda 4 - P.G.T. Industries 2 - ALl LABORATORY, INC. ~~ ~'/~-().r- Design Presqure Charts DP ratIngs belOW are limited byWa1:er Test PreSStl'e, Test Pressure, anD ASTM EE1300-98 Glass rabIes, a= 23 8~ 35 !Z.O 47 ~'..~53 ....J~ 59 <0_ :::)~ U;;J Gal 71 < n c~~7 · N_ aJ16" Ann_led · AirS~ce .aJ16" AnfIPlclt! to achlew OP BOratiflgfor.al1 S.lzlilS 118* Tempered -AirSpace. 118" TetnperedfO achieve. DP60ratIng Jot all sizes 41;S 52.125 5.9.5 7''1.5. T3 83;5 95;S .:?)QJ?.i$fi 105.3'75 G~.Jj' 107.$ 110 · Note; 3116" Annealed " Air Space. 3/16" Anneal$d to achiEiwDP $Orating for all sile$ 1{8" TemP!ilr9d .AirS~ce- 1J8."Tem~io achieveD? 6Ora.tin9 fofliOsiZ$ 3;: Or 01- 20 ~.~ ....J~. <0 F~ om <( 3: O:I: o.~ 20 ~~. ~~ ~o ~~ "HS" indlcate& Heat Strengthened 3: 2a O.=r: 35 ~b 47 ~~ 53 ~g : bm 71 <'( n l.lP,S!) . 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Iq \ (""1 73' \ ~ r-~'" 1 j- I ,( 1 len --J ,ab 1.-:: a 1'2 ""l ,~ ~ (/ "_, j ("";) ~ (" ~ ., ~: ...... S' N~ Pl <+ (1) i ~.. 1~ P> r:: :~ 0; 0 ''1 ~ N' n> "'" fJ)~ o' rJ ;~. ;:l ~ I}) ~ s f~ 0' (\) '-1 g~' fO a~ ~ ,~ 0 ~ -.J ~ 9TH AVENUE -- 40' R/WAY 15.5.60'<:~_~(M) (.;I .f:\. 1\ I I ( I I I I ;z I !i I ~ I "1 5 I : 1- .~ I~ ~~ I I I I I , I I . I ",I ~I '! _, i ~i;~ I /. ~ I ~~ I ~, I I ,.., \ I \.4,;;-4;> . \ 2).40' J l y- i 5.00:-:"::.;-'" '1 ;u ~5J1 \ c~1 I 1:l~1 \ ~~i I " I ". I , 1>, i I j -. NOT Ii,CLUDED I \1_ __ _lL _ _ _ ~L:~ : ~o~~ ~~'\_ __ _ _ __ _ "-' _ _ _ _ . n--:-s- "'C:>- ::::; 0 :;0 r-'" , t::l tT.l l-~ ~.rn ~~: "T'Jzr=:o N~'i~ tT.l.....,...., >-0 0..... U'J ::r::zn::r:: --< -0>- ~~~~ r--<r--<VJn r--<tTl"T'JO U'Jnr--<? 2g2~ t::l n 6 .-<: zn>-~ ~g;:s~ ("". W. UNr OF BLOCK 7 <.9 ( o (, / rr. l'-< c:::. ..~ c,) c.~ 155.00'(R) ~O;tl ~-m z~< wOm m"~ ~NO s:ra~ -:em Z-<~ m;::o 1:::O:r: i , ~ " ""'. , ~ ,. 3 ~@B~~~~~~b~~~~~~~ ~." 'l! 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CD ;;om 0 g fl.g ;!;!:tg: 1 ~3'~~~~ '} C -oZ :""'(}1_ :J 0" 0000 -0 q-.-TCO 6 ~ co~5Q __ ~ 518 Ul~~~.. ... ::>.^)> 0" g-rv8g-e.. . - :::;3::b.-... ci'o~"~~ \0 Z Z vi ro -l-<.+--~ ;:;;oS:;!l2~l. . NZO:r \J~o~~ c :c fJ) U1 g~o."~ o;!Oo ~F3=~ g~~ s.ffi- D..a% 2- (Jl ., ...... '"tj l\,j ::c;:.~ CI)'-3 C) Cj~ O~ V:l Cj~ a""t:i ~l\; --.0) ;j ~~ '" ....~ I~ N~ a~ ?:;J, h.-;. (\:) ~ b""" ~ I ........! "~::-""'J V) ~ CJ :::'! o ~ ,.. f" ~ ~'I~ t"'''' ~'''' <1 ~-z 1-< J:CIIt::rt4~ogo a E'.~ M~. ",l!l-= 1Jl P'DlI0ilJEq,G= r ~ ~!l:~;1t 1;5 ~ ~ ?,B g';llt;] ~ ~ s ~~E ~J g g fJ~i:~ q "C' "Cf ;f ....C' a ~ ~ s:..,o~ ,~ 00 '"=' dl ~F.:1 ~ ~ ~~p.~ Poo....,o.o .li ~ ;~ F.: ~ aU: Pog;Ao ~ ~ ErS I !.iH~ jg ~ - C3' P eo Q~ i """ ~ ~e: ~ g.:;" ~".. ~: ~ ~a t' ~ ~ :~+~ ~ tij ~., ~ '" ~ +---------------------------------------+ CUSTOM WINDOWS & DOORS OF PASCO INC 7940 US HWY 19 PORT RICHEY, FL 34668-6636 (727) 841-9490 +---------------------------------------+ TO: BEST WESTERN - GEORGE SOWA : 5734 GALL BLVD. : ZEPHYRHILLS : FL : 33542 SUBDIVISION: JOB INVOICE: 31024 DATE: 06/02/2005 PHONE: ( 813 ) 788 - 214 6 JOB: BEST WEST SALESMAN: RL TERMS DEPOSIT: $0.00 O/C: COMPLETED: DIRECT SALE: REPAIR/SERVICE: DESCRIPTION: BEST WESTERN 813-782-5527 INSTALLED: Y CK FROM SOUTHERN CWSTOM BUILDERS LAB 0 R WPB: WPB: WPB: : WPB:::: ----------------------------------------------------------TOT/LAB: QTY MATERIAL ~-rWj3:.~ PRICE 9 VINYL FRAME IG W/TINT AND COL 3 SETS OF DOUBLE FG W/FULL VIEW COL AND PANI C HARDWARE 6/0 X 6/8 FG W/FULL VIEW TOTAL CREDIT FOR ONE DOUBLE DOOR ADD ON FOR ONE 23 WINDOW ADD ON FOR ONE PASS THROUGH WINDOW LABOR FOR INSTALL HRS RATE -- -. =-=--- -.-: 1 1 1 1 1 1 $10800.00 -$1000.00 $325.00 $160.00 $75.00 -----------------------------------------------------------TOTAL: MISCELLANEOUS CHARGES WPB: WPB: WPB: WPB: -----------------------------------------------------------TOTAL: SUMMARY COST SUMMARY RECORD OF PAYMENTS CODE: WiD EXT $0.00 $0.00 $0.00 $0.00 $0.00 EXT $0.00 $0.00 $0.00 $10800.00 -$1000.00 $325.00 $160.00 $75.00 $10360.00 $0.00 ----------------------------------------------------------------------------- TOTAL LABOR: $0.00 DATE: 09/07/2005 REC: $9800.00 MOP: 4946 TOTAL MATERIALS: $10360.00 DATE: 04/18/2006 REC: $560.00 MOP: 1219 TOTAL MISC: $0.00 DATE: REC: MOP: SUB TOTAL: $10360.00 LPR: $560.00 CHARGE: N TAX: GRAND TOTAL: $10360.00 DOLP: 04/18/2006 REM/BAL: $0.00 JOB NOTES: CUSTOMER APPROVED DATE CUSTOM WINDOWS AND DOORS OF PASCO INC. (727)841-9490 Florida Building Code Online .... J " > , - .~ & COMMUNITY OEVElOPMENT . OFRCE OF THE SECAErARY ~... Product Approval 'USER: Public User )! /C LfID Page 1 of3 Product Approval Menu> Product or ApPlication Search> Application List> Application Detail FL4437-R2 Revision 2004 Approved PGT Industries 1070 Technology Drive Nokomis, Fl 34275 (941) 480-1600 ext 1124 Iturner@pgtindustries.com Lucas Turner Iturner@pgtindustrles.com Lucas A. Turner 1070 Technology Drive Nokomis, FL 34275 (941) 480-1600 Iturner@pgtindustries.com REVIEWDATE IO-tfLOJ CITY OF ZEPHYRHu.1s ~- PLANS EXAMINER~..__}(( Windows Horizontal Slide~LL WORK SHALL COiYlPLY WITH ALL PREVAILING CODES, FLORIDA BUILOn:'j Certification MaflD&f:,~JQfIAL ELECTRIC CODE AWl ClTY OF ZEPHYRHILLS ORDINANCES Keystone Certifications, Inc. ttp:1 Iwww.floridabuilding.org/pr/pr_app _ dtl.aspx?param=wGEVXQwtDqsAxtZiOd8rdBDcDsOGe 19rn4JW. _. 4/?O/?007 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Ema iI Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Certification Agency