The URL can be used to link to this page

Home My WebLink About07-7205 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 7205 Permit Number: 7205 Permit Type: ADDITION/ALTERATION Class of Work: 434-ADD/ALT RESIDENTIAL Proposed Use: SINGLE FAMILY RESIDENTIAL Square Feet: Est. Value: Improv. Cost: Date Issued: Total Fees: Amount Paid: Date Paid: Work Desc: Address: 6049 18TH ST ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 02-26-21-0180-00000-0410 12,900.00 11/19/2007 142.50 142.50 11/19/2007 WINDOW REPLACEMENTS Name: REBENSKY,FRAN Address: 6049 18TH ST ZEPHYRHILLS, FL. 33542 Phone: IMPACT SIZE/SIZE b" n<>-~c::Sl l2. r (3/07 '{IJ- 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 property. If you intend to obtain financing, consult with your lender or an attorney before recording you otice of commencement." - URE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Building Department Fax-813-780-0021 Date Received \ \ - \ S 0 Owner's Name R-ev.~s> f2.tb~ Owner's Address I W4~ \ c:z-tt. 8-r: Fee Simple Titleholder Name I Owner Phone Number Owner Phone Number I Owner Phone Number I JOB ADDRESS Fee Simple Titleholder Address I I ~Y'1. \~t\.. ST WMZ~ HtI\ 5\)10 ___~_.nL__ Zepl.-.~l' ,^.\~S FL 3s5'Lfa.. I PARCELlD#1 o a.. ~ ~\ 01570 oam 0'-( 10 (OBTAINED FROM PROPERTY TAX NOTICE) D NEW CONSTR D ADD/AL T 18] SIGN D MOVE D D INSTALL D REPAIR D SFR D COMM D D BLOCK D FRAME D I~ ,,~~ ( \ ') j u,,,\A1J$l""P4vr) s,><. f", 5,<<. I SQ FOOTAGJ _ HEIGHT LOT # 41 SUBDIVISION WORK PROPOSED DEMOLISH STEEL I D PROPOSED USE TYPE OF CONSTRUCTION OTHER OTHER I DESCRIPTION OF WORK BUILDING SIZE ~, ........._....n L_ _1.-._ III Il.. .."..- pili __ A.J,. -~ Inn. BUILDING ~ 1$ \ d,q 0'0 D ELECTRICAL 1$ D PLUMBING 1$ D MECHANICAL 1$ D G,AS D FINISHED FLOOR ELEVATIONS I VALUATION OF TOTAL CONSTRUCTION ROOFING I I I I D I AMP SERVICE D PROGRESS ENERGY VALUATION OF MECHANICAL INSTALLATION NOC S\ <{r1 cJ\ Pp p\\L -See.. N6C- Ge~ C (J\~PK--tu(2..- D -/ W.R.E.C. SPECIALTY D FLOOD ZONE AREA OTHER DYES DNO BUILDER SIGNATURE Address ELECTRICIAN I SIGNATURE .. Address l PLUMBER I SIGNATURE I COMPANY REGISTERED Y/ N FEE CURRENT License # Y/N FEE CURRENT License # Y / N FEE CURRENT License # Y I N FEE CURRENT Y/N COMPANY REGISTERED Y/N Address MECHANICAL I SIGNATURE .. Address I OTHER I SIGNATURE COMPANY REGISTERED Y/N Address ~ License # ... 'f~~_ ....till ril- ............ .~..__I _I "____'''"' ,Ilil..... __ 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 COMMERCIAL 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. SIGN PERMIT Attach (2) sets of Engineered Plans. ....PROPERTY SURVEY required for all NEW construction, ~ecti;~"'~-- ,'..- _.__......--,"'''-......pmml,,_ ~-n-. ..,_ 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 Fences (Plot/Survey/Footage) Driveways-Not over Counter if on public roadwaysnneeds ROW COMPANY REGISTERED Y/N City of Zephyrhills BUILDING PLAN REVIEW COMMENTS ContractorlHomeowner: I" eDt>' caSL Roo.(::,';' G L ~ e bells ~ ) \ Site:' 1\-1'5-0, lv04Li I ~-H1 S~ WI\'1d6l.0 l'2ef'\aLeme.n+-s U~ ) Date Received: Permit Type: Approved wino comments' Approved withe below comments: 0 Denied withe below comments: 0 This cO:rnp1ent sheet shall be kept with the permit and/or plans. ./ .. 4.// ~/ /1-/9 'tT) Kal' Switzer - Plans Ex Date Contractor and/or Homeowner (Required when comments are present) 1111111111/1111/1111/111111/11111111111111/11111111111111111 20071881!56 NOTICE OF COMMENCEMENT )ermit No. lax Folio No.. O~ ';;)..~ 8..\ 0 I~" t1ot9oo- 0410 Rcpt: 1142207 Rec: 10. 00 DS: 0.00 IT: 0.00 11/14/07 Dpty Clerk lHE UNDERSIGNED hereby give informs you that the improvement will be made to certain real property, and in accordance with ;ection 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. ~.Owner Infonnation a) Name and address: f' u b) Name and address offee simple titleholder (i c) Interest in property ()..It\t~ t.Contractor Information S... a) Name and addres~()(.cJ\L e..oor ""tC? ~. b) Telephone No.: 7d":l ST~ SSllS" ; ty Information a) Name and address: I\J \A b) Amount of Bond: . c) Telephone No.: 6.Lender a) Name and address: N \A 5=fn ""'fE-(/.. LAltE GIL ~u. .pl. 33'7(.0 Fax No. (Opt.) .- Fax No. (Opt.) JED PITTnAN1 PASCO COUNTY CLERK 11/14/07 0 :!5Jpm 1 of 1 OR BK' 768a PG 1613 Phone No. 7. Identity of person within the, State of Florida designated by. owner upon whom notices or other documents may be served: . a) Name and address: .' b) Telephone No.: Fax No. (Opt.) 8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: \. a) Name and address: ~ b) Telephone No.: Fax No. (Opt.) 9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPlRA TION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCEING WORK OR RECORDING YOUR NOTICE OF COMMENCE~NT. STATEOFFLORIDA COUNTY OF P s.-_".~........~_. '.. ,_ ~O'~~RY PI/\- N.OltJl" P~bilc Slate of Florida . . Virginia '..,onzalez \C: ,',1 My CommISsion OD441199 o. .,0 bplfes 06/25/2009 '=='-,,"r=~ r's uthorized OfficerlDirec rlPartner/Manager' ~ 'f? e/J€/J5 Js9 The foregoing, instrument was acknowledged before me this ~ day of ^J ou ,200":J , by -tll.Ava;~ C2E~("'1 as OL.lfUErl_ . (type of authority, e.g. officer, in fact) for (name of party on be~trument was exec Personally Known _ OR Produced Identification ~ Notary Si~/ ~-.:..--? . }/ Type ofldentiiication Produced p~ Name (print) Verification pursuant to Section 92.525, Florida Statutes. Under penalties ofpeIjury, I declare that I have read the foregoing and that the facts stated ill it are true to the best of my knowledge and belie. ~. ature.. of Natural PeTS FORMSlNOC,IVsd2007 I" " , . :'-f> {i;i{~:;~J.'\"J.,:;,_~ Tropical Roofing Inc. dba DURAMADE W1NDOWS&DOORS America's MJst Dumhk Window -/"L l\-lL6:'-> - WORK ORDER State Certified Rooring Contractor License # CCC 1326935 State Certified General Contractor License # CGC 1510110 Customer Name MHPI Subdivision '7-1J~ 'J'r City _6 ' /; <>,,,- - J. WORKSHEET SUBMITTED BY WindolY .1 Dt},!! "P'N/k' f) '1-/ {(jI(/( < !&;C, > Window .2 ,} 'flt 'O,(2~, ' < St/ -> Window .3 /'IJI (4'<--1 1J{/ < St / ~, ,1-' /) / Phone c!1J') 7 2~~Qr;)_s. DATE: / L_~J:,) ~ :;1-,/ . Window WINDOW PLAN: .11 Show window locations by 'D/,J. ' number on Inside of drawing. !(;;V If additional areas are neces- !SI/:#'J sary, draw ENTIRE PLAN on .' - seperate sheet and check below. r----_______.. ~id ~! v>",;k af! /UPI6i i" I (S:~,;J . (U' 0/1 I I "I"'T /''7 I '@ -u (cj; -=- ~ ~ (f<"'Y I : ~'J 401P )/' D,<'D'\': :~ l @/ : I ~'I 0dJf I il,A)~) I : ~A'1 ~ (U-\l!/,: l I ~I : !~.' (l11" <J;"-<fI'~'i : I r:';';)), c.,~1 I 0-f- i/ I L____ ______.1 FRONT Window '6 ~)JJ Ti"1tt) 1'1 f? r;c,. ~=:-~ < 1$': It../ > A 3'~ < .3 iPi(/A Window 17 Window '12 / < 1~ !-/ > < Sl,,,t'.. > Window .8 Window .13 y~ ' J( f Ul(;jh~ 7lj ( 30t > < Window Window Window .4 '9 '14 tlJ~ /J.. ~ L-lV j 1:!;Mflz 17Ji ('v"> o~ < 7',j{ < :2~~> -,' &-''1 > < > Window Window Window .5 '10 '15 ~J. /J ;; DlJ .J7t '~/ jJ{/ 7111f-I ,...-. // <S;)/ < -:.:L1 > ( t > < > DIRECTIONS TO HOME: OSEE DRAWING ON SEPERATE SHEET. BACK > CIRCLE RESPONSES l.rge OUlIIide Trim Y N Siding on Home Y N Awning. covering IcrewI Y N SPECIAL INSTRUcnONS: /' CHECKrJg-ANANCE 0 VISA o MAS RCARO TOTAL SI/,;J. 9cP DEPOSIT 4'"'t 9S? BAlANCE ~G() REVIEW DATE Jl- Iq -0 I CITY OF ZEPH RHIllS" - PLANS EXAMiNER..~ kdJ f LL vv'ORK SHALL COMPLY WITH ALL } EVArLING CODES, FLORIDA BUILDl?:] ODE, NATIONAL ELECTRIC CODE AN~-I CTY OF ZEPHYRnrLLS ORDINANCES . :~ , ~. ~ \"., ' ',', .1 ~ .r i". " . ~... 1 ~ID:!!!.e~~ \ #-. ---. n.,e'~menf Tille: Oocu.melll No. FRM B1-02 CERTIFICATION AUTHORIZATION REPORT R.~'isi~n 1 .... I P~ge: 1 or. 1 -. No. ~Cq'lirl!d ~l': PRO B f-(}3 ..~ -.,. -~~ 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. {KCI) 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 KCI. 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 a.ffixing certification labeis to products, that those products are representative of the specimen evalua/ed and documented For certification authorization. Only products bearing stich a certification label shall be considered certified. Company Information: Product Information: Goren Enterprises Model: 85305 Tilt Double Hung 1380 Wayne Ave, Operator Type: DH Indiana PA 15701 Configuration: Bow Pin Max Width: 54 Max Height: 77 Referenced Standard: ANS/JAAMNwOMA 101/152-97 Product Rating: H-R30 54x77 QuaJifying Test Information Test Report No: T137-03 Test Report Expiration: 4/2/2007 Authorized Signature: Keystone Certifications, Inc. 2545 Lori Drive. Suite 204 York, Pennsylvania 17404 Phone: 717-754-6278 Fax: 717-764-3049 WWw.keystonecerts.com w~/!J Marcia Fal!(e,. President Independent Certification and Inspection Agency Fl9rida Building Code Online . ".\ . ", :':,' '.~' \"\'~'{..',,::'; ;' " ". ..,'\ "'I.', \\. I " , '~ ' Page 1 of 4 ......~ I ' I' I ! Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff ; B- -".w~ ~ t~'~!'9'~ '~ ~ ~ 'J' -;"'e~..::l" I f t~~;:t _ '''."1:1 } ~ ' J~}!f:~ , Product Approval USER: Public User =- ... - Product ADDroval Menu> Product Of" ApDlication Search> Application List> Application Detail FL # Application Type Code Version Application Status Comments Archived FL747-R1 Revision 2004 Approved . (l'J'lC:E QF rH6 . ~AR)' '" (, Product Manufacturer Address/Phone/EmaiJ Gore" Enterprises Inc. 1380 Wayne Ave. Indianal PA 15701 (724) 465-1839 rgibson@gorell.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:llwww.floridabuilding.org/pr/pr_app _ dtLaspx?param=wGEVXQwtDqt8Bwwt9vIl Pm... 12/6/2006 F.IP.tid,~~ BUilding Code Online \ ,~~. . .~ tj \ I " '. ':,',.,'. I . .\ \' '-I \, ~, . ""'"A", ,,' '1. ' Page 2 of 4 Standard) ANSI/AAMA/WDMA 101/1.S.2-97 , Equivalence of Product Standards Certified By Sections from the ~()~e 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 =riPtion 747.1 G5115 ou e 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 Rl I GSVDH- PTID 747 Rl I GSVDH- PTID 747 Rl I GSVDH- PTID 747 R1 I P5100 fi PTID 747 R1 I P5305 f. Verified By: 747.2 I/G5155 ~uble hung replacement Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation InstructiOIl Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: G5155 R40@44x60 R50@32x54w/Mod sill 747.3 I/G5195 Double hung replacement Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instructioll Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: G5195 R40@44x60 R50@32x54w/Mod http://WWW.floridabuilding.org/pr/pr_app _ dtl.aspx?param=wGEVXQwtDqt8Bwwt9vI IPm... 12/6/2006 Flprida Building Code Online , .: " ;';'~.',: J " , i;,', ~ " "'.:'n''. I' "'" '.. " 47.4 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 sill 7.5 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 ill G5305 Lhnits of Use r) Approved for u n HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: G5305 R55@44 x60 R30@54x77 M1887 im act level C 44 x 60 747.7 H 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 747.8 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 of4 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: inyl Double hung new co Certification Agency Ce Installation Instruction Verified By: Vinyl Twin Double hung n. Certification Agencv Ce Installation InstructiOI1 Verified By: I I Next DCA Administration Department of Community Affairs ttp:llwww.floridabuilding.org/pr/pf_app _ dtl.aspx?param=wGEVXQwtDqt8Bwwt9vI 1 Pm... 12/6/2006 " .', F~~ri~~. ~uild~ng Code Online . . Page 4 of 4 \, 1,'1.. ')" " Florida Building Code Online Codes and Standards 2555 Shumard oiik Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 (f) 2000-2005 The State of Florida_ All rights reserved. CODvriaht and Disci. Product Approval Accepts: .liI~EI l.~- ttp:IIWWW.t1oridabuilding.org/pr/pr_app _ dtl.aspx?param=wGEVXQwtDqt8Bwwt9vI IPm... 12/6/2006 -'J ..'....~ , I, ,'\ ' " , .. wl (!j2 rtrft0 -Ir OJ Farabatsgh .En~ine~t'lngaf1d'."'E!$,ti.,g* ... .n~~ . ~., .' ". '. :.. .-' .~,.. ..', "'-'~'''-'''' . '.' -. ........ ._.~. '. .' . ., . ',-. -:', "",; " '",' -- - . . .'.J,- CERTIFICIATION TEST REPORT GORELL MODEL G5305 TIT.. T DOUBLE HUNG \iVINDOW H-R30 (4'-6" X 6'-5") FOR GORElL ENTERPRISES, fNe 1380 WAYNE AVE INDIANA, PA 15701 Project No, T13 7-03 4/2103 , ,,,, -...."' 6. ,." OANIEL'G.FAR.4JgAtJGH, P.E. :', _ =;- -,-. _ _ 2SS"Saundef$$talon Rd. __.:{>.~:~-!' "; '<:.- ::~_ . Traffcnt,PA15085.": >;::-;' .. '..'~::- .,,' ~; . (4i2)~: : -. F Keystone Commons. 515 ataddoCk Ave.. .nue. . Turt;le trelJl<, PA 15~.~~...~....~i.......B. ~~..'.~k...~. ~\;: /) (412) 824'-3316 -FAX f412J824-33S7 ~'~'\=><.-c:>t'____;; .... ._ _." -: ': ~"""'IIt, " . , ," ',I ",. Pt()jee.tNo.T.l'l7~03 RepoitlJate; April~ 2003 Manufacturer: Page 2 of6 ~,~ti:tt; '.t.TT~N~ST.'R" 1>'PO~T ~J.4.I.'\i;l;.u1J;C~ ,!:..n;.. ..l'..c... If __ ~. (;Q1tELtENTERPRrSBS .rNe ".' .'" -'- .- - '-' . .',-'] 13&OWAY'N;E. A VB .TINa)~~PJ\15701 :emdnd.ldeniifieatioll Product Type2 SerieslN.fodeI #: Specification: Designation: Dot.ib-Ie Hung W'tI1dQW G030S AAi.'-'IAlNWWDA IOlILS.2,..97 H-RJO(54" X 71") AAN1AfNW\.VDA 101l1.S.2-97 GRADE 30 Product Description: Attached Test Results: Test . Equipment: . Testing Dat~: Attached PET 3/17/03 Detailed assembly drawings showing wall thickness of all members, corner construction and hardware application Mean ti1e~d have been compared to the sample submitted. A copy of this report <!nd testsarnple wiUbe retained at FET for a perip,d of 4 years. The results obta.in~dappIYQnly to thespe:cimen: tested. No conClusionS .ofanykind.regarding the adequacy or inadequacy of the glass in the test specimen may oedrawn form this test. The:aoove results were secured by using the designated test methods anrl they indicate compliance with the perthfIl'Ulnce requir;ernentsof therefetenced specification_ This report doe:s not~tlStitute(';ertifieatian of this. p:ro4uct, which may only-be gtailtedhy the certification program administrator. 1 I ! \. , . ~ ; r, '. ,. , , ,'. '.' PrejectNo. Tl17-Q3 '.Page 3 O'f6 , Ptoduct~tS'eripti~q, G~erak ," , , , Test sample was comprised of GurenModel "G.53,tl5'; Tilt Double:Ehmg Vinyl Prime, one- ovet'~one(tilfloadin.gtype) double,nungWindow;. with an overall master frame size measuring 54" }V1d~ X11" mgbX 3-114':' wide. Thehottom sash tne'.astited50-l/8" wide X 38""highovetlill_The top:~n measured 49-1/4" wide X 37-118" high' OVerall. The frame Comets: wereofwe1decl,ftiite~edwith onesCtew in bottom.coriler:scons~ruction. The sash comerS' were,. of 'W-elded nrite:red type.comer constrtl,cti-on. 13ottom. sash had an exterior aIuminumscreen. Eadr skl$h had (2} fo.am chimney'blocks located in 'the jambs near the balartces,Qtre foamc1lirntteybfo-ckfor each side of each SaSh. Eacllperimeter frame member hollows were filled with stirrofoam pieces that measured to be 7116'~ x. 9i 16". The bottom raIl of the, bottom sash had a anti bow sway bar attached to the rail and when the window would shut the bar would slide into an opening that was in the center of the sill. w ~at~~r..&ftjpni:n2; 'l\1EM:BER WEA1lrE.RSTIPPING QU A..NTITY \VIDmx HEIGHT LOCATION (lNCBES) framet{~ader Jitsert Center Fin Pile Seal 1 O,18rwx: 2~'1' ht side face . .) "PmmeSi11 none {} . none F~el$nbs none {} - none Tuo-s;!Sli -top rail CeruerFin Pile Seal 1 O.187'wx 2""" ht exterior: face . .) Top sash -'- bot rail Center Fin File Seal 1 0.187" w x 2"'" ht interior face . -' (ke!::uetnd!) Bottom sash -top rail Center FiIT Pile Seal 1 0.181" wX.23" ht exterior face (meetin:e: tail) BottatIlSash - bot rail Center Fin Pile Seal 1 0.187" wx 2~" ht Bo'tt(lm face ' .J (lift rail) Foam Filled Bulb Vinyl I 0.3125" Dia. Bottom face ,Vitb Fin Top sash -jamb stiles Center Fin Pile Seal 1 O.187"wx .23" hr Exterior face " CentetF~.Pile Seal 1 Q:.l$7~ W x.23" ht Sid.e fu~ Bottom sash - jamb stiles Center Fill;]?ik. Seal 1 o.tarwx .23"ht Exterior face , C~J!.ter F"i~.Pile. Seal I O.lS7"w :'(.,23" ht Side face ScreeU-'tlJD nul Pile Seal 1 0.. lST'w .;( .35" ht lnterior ~ Operators and Other Hardware: Eadl.sashItad two $ets or (4}constam foreebalapce shoes, one per j(l.II1P. One eam-type SWl:::ep lock wasattacbed to the, Center of the bottom sash meeting rail, with keeper on top sash meeting rail. One plastic tilt latch with thumb actuator Washou,sed at each end of'the top rail.and interior meeting rail of the bottom sash. One die-cast pivot bar was fastened with (1) SCrE!W at. ea-ch end of the bottom horizontal rails of the top and bottom sash. Each sash had a lift tail with the top sash lift rau on the top ralland the bottom sash lift rail an the bottom rail. " .' -: '" "', ~ :'~.;, . ::~:! ;,.~ilo~' ....~~ ". -,,' .,,', 'f . " ' .' Project No, 7137..03 Page 4 of6 Ghttmg SysteUJ:: Each $asn was emeclqr drop ,glaztdwith 7'~'~thickinsulated glass using double-sided foam glazing tape. The sash utilized two (l/W') thick dear annealed glass Iitesv;ith a 5/8" continuous metal sp~ciic An exterior snap-insingte leafduaI durom:eterrigid vinyl-glazing bead secured the gtass, w ~p;. Holes: Two (318" x 3/32"}weepslotswere:19cated at the glazing track through the bottom of the top sash bottom horl.tontal rall..one 4-118" from each emi Two (1/4" x 3132") weep slots were. located at me glazing track of the bottom sash bottom horlzontalrail,one 2" fTom each end. One (3/8" x 3116") weep slot were located just above eiichof.the pivot bars on the ends of the bottom sash rail of the both sas.hes. Two (l!2" x IlS") ba:t1led weep slots were Ioeated on the exteriorfaceofth~ sill, each one 1~7/8n from' each end. Four (112" X 118") weep slots were located on the inner chamher wail of the sin, two on very end of each side. Two (1/2" x 3116") weep slots: were located on the interior of the sill, on~ 1-3/4" from each en<i.The frame sill was a sloped sill. Three (3/8" diameter) baffled weep holes were located. on the bottom rail of the screen, one weep in t.he center and one 5~3/4" from each end. Sealant; Silicone sealant was applied to all the fonowing areas: · Entire bottom of the sill to buck intersection.. · Screw heads hole openings used tor anchorage of the frame to buck · Exterior and interior offrame to buck inters~tion. · A W'wood Shim around the perimeter of the frame secured to the frame. · C over flange at the sill and header on the exterior of the frame was sealed to the framelflange intersection and the flange was also sealedro the buck/flange intersection, AnchQrage: A ~-4." wood shim was attached with silicone to the perimeter of the buck frame. Two additional W' wood shim strips were attacl1edat eachjambscrewattachmerrt to the wood buck. The frame was attached tothe huck using 2" !ongwood screws alonf! with silicone at th", <liB ~,.,rl f"\n rh"" p''Vt''':rro' .~ ""n,; in.......:o.~.-.....:m"'..<>.. ~..fth4""'-......<> foo L..",t..- ;n.i-..."'.,..",....;c...... 'P<i",h ...~ ..... -..- -" ...~ -'-"-:<. < =..- .U',"H .' }/"'!..!- ....", v. _<-v IT<u""", lJ"""'a u ,...., ~_<, "v, ........u jamb wasattacfted with five sets of2" long screws. The head~r was attached with three sets of wood screws. Each set of screws consisted ofa screw located on the interior jamb track and one screw located on the exterior track of the frame. Each set of screws were attached parallel to each. other. The sill was secured using a built up of wood that was seoJred to the . buck and then 'the sill was attached with silicone to the wood. The e:nenor of the sill then used a trim attachment and wassecuted to the frame sill and. buck using silicone. .'.:::.,;:':>':..':,:::. .~.;~i: " ,'," Prqj'ect No. Tl31..03 P:lra~l"abh 2.1.2 2.1.3 2.1.4.2 2.1.7 2,1.8 2.2.1.6.1 Page 5 or6 . . . dO~"G~3(15"j)b~LE.HUNGWlNnOW . .. tes~;RistiJts .'l'est.'I'iite: } . ;Qe(~neet! Test!\11etjlGd Test Results' Allowable . . . qO!e;~e~'fte.rfar":ta1tc~ .R~tdre1tfel1ts Aitrftfiit.ta.tliluTest . (AS1M E.-28'3-91) @ L57psf 0.09 cfinlsf 0.30 cfinlsf The test spe,CTmI:!n meets the peifomumce levels specified in AANJA.l1VJvr;pJjA 101/1.5.2-97 for Air Infiltration. Water Resistan.ce Test (ASThI E547-96) @ 4.86 psf(w & wo screen) Uni:fonnLoad Structural Test (see optional perfonnance results) Welded CQrner Test Forced Entry Resistance (ASTM F588-97) 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. 10.2.1.4 Test A4 See. 10.2.1.5 Test AS Sec. 10.2.1.6 Test A6 Sec. IO.2.J~7 Test A7 Sec. 10.2.1.8 Lock Manipulation Test SpeCific. 'Windmv Performance Res.ults Operating Force Test top sash bottom sash No penetration Meets No Failure No Failure No Failure No Failure No Failure No. Failure No Failure No Faiiure No Failure 30 Ib up,lllb dn 28 !b 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 30lb ~'. :(~;;..' ;"i;:':: . .': ., " Project No~ T137-o.3 Page 6 of6 Par:l211lph GO~LL-4'GS305" .J)()IJJ3LE HUNG\VnmOW T~stkiJSUj~(cnfit_ , - .. Test Res.u'lts Test Titfe I .~~tet&nceti'Testl\1etlwd 2.2.1.6.2 . I?egl~mgTest (ASTME'9$7-88.;. Meth()d B) . TOlJsasb left sti1.e @ 50Jbf right stile@ 50 Ihf top fail @ 70Ibf bottom rail @ 70 Ibf R4Yt"tlllU sas h leftstue@ 56'fur rightstile@50 1M top rail@ 70 lof bottom rail @ 70 fbf Oationat Performance Results 4.3 \Vater Resistance Test . .. (ASThf .8547-96) @ 8.25 psf(w & wo screen) 4,4.2 Uniform Load Structural Test (ASTM E-330-97) @ 45 psfpositive @ 45 psfnegative @ 45 psfpositive @4-5 psf'negative * - ~iaximuL1 Defonnaticns~ Allowable 13% <100% 13% <100% [3% < 100% 13~~o <100% 13% <100% 13% < 1 00% 6% <1 OO~~ 6% <lOO~'~ No penetration No penetration 0.073" * 0.0&9" * 0.013" '1< 0.076" * (O.4%xL) O. 197" 0.197>' 0,152" (stile) 0.201" (bot rail) ")O!.l . , "<(. "H" ,'.. . ..0 "'riJ. ,,' :~c!, -' . ~ .-.~., ,. 'Q :. :.;:'::!:" . , ':t: "w LJ ~ . W ~~ .,:~' . ~.. ,~. Q; w uJ. Q. ~ 00: . <( ,O~ w- /-2 WW n::Q uO 2>- On:: UZ o U) <( .2' [J'l ~ ;:s W Cl a ~ -' Z 3: o I U) """ " _J -. =, 4. 2 o in w a U) w :J <( a :::l n:: :> <( o ~ U ~ Q Cl ~ ~ '~2 ~ ut:: :::c QU> ~ui2: (,) : 3: i=Q::O :::l <Do Cl <(WZ m ~O <( :::~'::f ~ o~ 9 ~o t::i3: Z U)>-~ t1 OI 0 ~mW 0 Xl--ci[J'l - Z w:;;:ow IOS2 <( 1->-")0 uwt;:: ~ o>-~ <(Z n::WO::: w,-,:J _ Z <( I 0 : OU) _(fJU)::5:- '> lL. '<t- I-- ~ n:: 0 ::::J 2 lO w: <(atwo <(:::(E)~ 0 9""" a IZ I-<(<( W Ul WU)wl--3: Ul3: I Z 2~ CJ;:<(iDO I 0- :5 _ >-Z ~~!:::U Vi 02'f-mW _w3:w w WI(/) W OZ -,0 0:::(/):::> _3: <(:::c>-m tri 2' :::c I-- ".:. Q -' <( n:: (.f) ow:>U)oo.u 0 <(Ge:::::>roo s:2'- zo OQ:::I--O-' I 2'O::Iro:::c~O 0:5: 0 s:;;jUo=:3:I;;?1-- <( ~ [j)m~~~lJc.~<(i.nw _Uo<(-':Jw 0 --:- ---:- _____ 02'u) ~ N .----..,.....-..." "1 <i ,0 -:::c if) CD uO::: -,w ro~ 00 0>- ~m 2' -0 c?if- W OZ - g05 3: S2 I- (;) --,wn:: : U}~<( 7 a::o. "IW . ~!:::QZ~ f-3:w-o ;go2'iQ' 2'~~0~ o::::::>lL.I ~UW~V ~~~<(II J &: vi =z I n:: )OWld ) (f) 0 i!: I~(;')o <(>- ;0 -met: f- c.,> 0 ~~OI ,o~~u :::>QOz moU)<( g>- - 0::0 wz~ f-OZ wU)W a:.<(Q u2'O Z o u ClOIH31X3 NOISN3~la ~ If) Q. LL <I) Ul Q. N n:J <I) v w :::c~ a:: w => a:: -' (f) :J =>:::c If) (f) <(0 w if) u=> 0: w co Q. 0::: Q. ~ ~~ '<I' X NW om f- I- f-Ul -:::1 32' 3:f- o~ 02' Zo 3:W CD a::: 2' OW Ie:: Uo ~I o >-Z t:;j <( . 0:: -' =>:::cv OU" w:::1~ U)m~ OW 1--2' Ulrf 0::lL. o IlL. 0.0 Z <( 'X\i~ NOISN3 "LL !^lIG 30lSNI @jW=> . a:: 0::: (ll If)<(Iw ~(f)l-~ Q.a::wO:: 0-'lL.. o::ICD <(oiJj3: ~Z(f)O (f)<(~~ w-in::~ (f}-'w =>u>Q. f- o 30lS1noZ 2' I (f) ~ n:: o I o Z <( o f- l- if) I- W If) f- W l- -' <( O-'r--- ~ <D~r--- t; x2"'" => 70'<1' g: '<I' ~tD if> @ 1:n @ If) x W ~ 5 2' 2 W o '---' ^ o 2' "8>- ro <{ --1- -' en f- U) <( o I W 0:: Q. "" ';;:j w o Z <( --1 l<.. 'Q ., Iv Z w w 3: f- W <II