The URL can be used to link to this page

Home My WebLink About08-8016 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 8016 Permit umber: 8016 Permit Type: ADDITION/ALTERATION Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: NOT APPLICABLE Square Feet: Est. Value: Improv. Cost: Date Issued: Total Fees: Amount Paid: Date Paid: Work Desc: Address: 37414 CA TLEB RY AVE ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: WEDGEWOOD MANOR Parcel Number: 10-26-21-0120-00000-0650 3,910.00 7/03/2008 75.00 75.00 7/03/2008 REPLACE 9 WINDOWS SIZE /SIZE Phone: hf\~ ()~ '1 / \ \/ F 2 FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection trips are necessary due to 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 y r notice of commencement." ~ ~/ -4 ,~~__ ~~~~ ~~~ CONTRACTOR SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Site: ---1Jc-JrQUV1a~ ~~cLonIltc b~ 20 - () ~ 371/ Y-- Cl4s-l-!e- ~r ry IhP q i!.e(J k~ r'1~ f /.AJ;J1.drNS S';QP~ Contractor/Homeowner: Date Received: Permit Type: Approved wino comments~ Approved wIthe below comments: 0 Denied wIthe below comments: 0 This comment sheet s all be kept with the permit and/or plans. Contractor and/or Homeowner (Required when comments are present) Kalvin Swi Date 81 ,j-{ ;iu ,jllJ Buildiny Depai ,:nent Owner's Name SI GGfl-tO Owner's Address I J 7'11C! Fee Simple Titleholder NamJ Ycli?;(L- (A;7lC~ IIvt/ Date Received JOB ADDRESS Fee Simple Titleholder Address I I ') 7Vltf I LOT t# I O{<;O SUBDIVISION C,qs7zE6&w1 ~r ~E~ /ll/f7lJeYL-- I PARCELID#I/~ U l-I (JIW t;OOOO tJo)tJ (OBTAINED FROM PROPERTY TAX NOnCE) SIGN D MOVE 0 E3 . NEW CONSTR r=J' ADD/ALT 0 INSTALL D REPAIR PROPOSED USE @" SFR 0 COMM 0 OTHER I TYPE OF CONSTRUCTION 0 BLOCK ~ FRAME 0 STEEL D DESCRIPTIONOFWORK 10 SIzE ~ 5(~ ~~ lAJrN1JCNVS ~~:~?,I~,~,~:~~,.,).",..",..".."...",!,.., ~~.~~~~~~.I".."...."....,....,.I.." .~~,";'.~,.!"....."...".,."..!",."""...""..." , o BUILDING 1$ 3'1/0.. 0() I VALUATION OF TOTAL CONSTRUCTION o ELECTRICAL 1$ I' AMP SERVICE 0 PROGRESS ENERGY o PLUMBING 1$ I o MECHANICAL 1$ I o GAS 0 ROOFING 0 FINISHED FLOOR ELEVATIONS I I DEMOLIsH WORK PROPOSED OTHER I VALUATION OF MECHANICAL INSTALLATION D ~oJ W.RE.C, SPECIALTY 0 FLOOD ZONE AREA OTHER DYES DNO BUILDER ..# / //'/ SIGNATURE /' {,,/ ..e;t:/.. Address 11/53C, f'jtVfw1ID Pit- ELECTRICIAN I, SIGNATURE Address I PLUMBER I SIGNATURE Address I MECHANICAL I SIGNATURE . Address I OTHER I SIGNATURE Address I COMPANY REGISTERED I~~~(~~I License # I CtJL 05 ~ 06 ) ODtP4~K 3J~ I COMPANY REGISTERED Y/N FEE CURRENT License # Y/N FEE CURRENT License # YI N FEE CURRENT License # YI N FEE CURRENT License # Y/N COMPANY REGISTERED I COMPANY REGISTERED I COMPANY REGISTERED Y/N Y/N Y/N 111I , I , , III1 ' , II , , III , ' II , III , ' , , 11I1I1111 " 11I1I1 ' 11I1I111 " 111111111111 ' . 111111111111111111111111111111111111111111111111111111111111II1I111I11I RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Fonns Minimum ten (10) working days after submittal date. Required onslle, ConstrucUon Plans, Sanitary Facilities & 1 dumpster COMMERCIAL Attach (3) sets of Building Plans; (1) liet of Energy Fonns. Minimum ten (10) working days after submittal date. Required onslle, Construction Plans, Sanitary Facilities & 1 dumpster All commercial requirements must meet compliance. SIGN PERMIT Attach (2) sets of Engineered Plans. ....PROPERTy SURVEY required for ali NEW construction. , 1111111111111111111111111111111111111111111.11111101111', ,111111111. ,11111,111111111111111 i i i 1111 i II i I111 i I i I1111 i I i I111 i 1111 i III i 11II1 i i i i i II i II i i Directions: Fill out application completely. Owner & Contractor sIgn back of appllcaUon, notarized If over $2500, a Notice of Commencement Is required. (AlC upgrades over $5000) Agent (for the contractor) orPower of Altorney (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 Driveways Fences (PloUSurvey/Footage) NOTICE OF DEED RESTRICTIONS: The Und8r8Ign~ understands that this permit may be subject to Kdeed. restrictions. . which may be more restrictive than County regulations. The undersigned assumes tesponslblllty for 'Compliance with Elny applicable deed n:istrlctlons. . , ' ' UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBiLITIES:', If the owner has hired, a contractor ot cC?ntractors to undertake work, they rriay be re,qulred to be licensed In aCcOrdance wlttl state and local regulations. If the contractor Is not licensed as required by law, both the owner and contractor may be cited for a inlsdemeanot violation under state law. If the c;>>wner or Intended contractor a~e uncertaih as to what licensing reqUlr~inents may applY,fot the Intended work, they are advlsedt~ contact the P~sco County Building Ins~ctlon Divlslo~Ucensll:1g Section at 721-847- 8009. Furthermore, If the oWner has hired a contractor, or contractors, he Is advised to have the conlractor(s) sigh , portions of the .contractor Block" of this QPpllcatlon for which they Will be tesponslble, If you, as the oWner slgri as the. contractor, that may be an Indication that h~ Is not properly licensed and Is Iiot entitled to permlttlhg prlvllege~ In Pasco County. ' ' TRANSPO~TATION I~PACT/UTILlTIES IMPACT AND RESO~ROE REOOVERY FEES: The underslgnedUnderstahds , that Transportation Impact F:ees ~nd Recourse Recovery Fees may apply to the construction of heW buildings, chahge of use In, existing bulldlngs~ or expansion of existing buildings, as specified In Pasco County Ordinance hUinber 89-07 and .", 90-07, as amended, The underslgne~ also understands; that such fees, as maybe due; will be Identified at the tline of permitting, It Is further l.:InderstOod, that Transpo$tlon Impact Fees and Resource Recovery Fees must be paid prior to , receiving a Kcertlflcate of occupan~y" or final power release. If the project does hot Involve Ei certificate 0; occtJp~hcy or final power. release, the fees must be paid prior to permit Issuance., Furthermote; If Pasco COl,JntY. WateriSewer Impact , fees are due, they must be paid prior topel1T1lt Issuance In accordance w,lth applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter,713, Florida Statutes, as amended): 'If valuation of work.ls $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the KFlorlda Construction Uen Law-Homeowner's Protection Guide" prepared by the Florida Department of AgricUlture and Consuiner Affairs. If the applicant Is someone other than the "owner., I certify th~t ,. 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 thelnformatlon In this application Is accurate and, that all Work will be done In compllanqe with all applicable laws regulating construction, zonltig and land development. 'Application Is hereby made to obtain' a permit to' do work and Installation as Indicated. I certify that ho work or !nstallatlon has commenced prior to Issuance of a permit and that all work will be p~rformed to meet standards of all laws regulating construction, County' and City codes, zoning regulations, and land development regulatlon!i In the jurisdiction, I also ,certify that I understand that th~' 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 agen~les Include but are hot limited to: Department of Environmental ProteCtion-Cypress Bayheads, Wetland Areas and Environmentally Sensitive . Lands, WaterlWastewater Treatment. ' Southwest 'Florida Water Management District-Wells, Cypress aayheads,. Wetland Neas, Alterhig Watercourses. ' ' . ' Army Corps of Englneers-Seawalls, Docks, ,Navigable Watf:t1ways,. .' .' . Department of He~lth & RehabllltatlveSerVlces/Envlronmental H~alth Unit-Wells, Wastewater Treabnent, . 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 KVW unless expressly permitted.' , ' . .If the fill material Is to be ,used In Flood Zone "A", It Is understood that a drainage plan addressing a . .compensatlng 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 KA" In connection wlth a permitted building using stem wall . construction, I certify that fill Will be used only to 'fill the ar~a 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 fo~h In this affidavit prior to commencing. construction. I, understand that a separate permit may be required for electrical wor~, . ' - plumbing, signs, wells, pools, air conditioning, gas, or other InstallatlonsnQt specifically Included In the application. A . permit Issued shall be construed to be a lIeans,e, to proc,eed with the work and not 8S authority to violate, c,ancel, alter. or set aside any provisions of the technlcaloodes, nor shall Issuance of a permit prevent the Building Official from t~erea~er requiring a c;orrectlon of errors In pians,CQns~ructlon or violations ,of any code~. Every permit lssu~ shall.become Invalid unless the work authorized by such permit Is commenced within six months of permit Issuance, or Ifwork authorized by the perrillt Is suspended or ab.andoned for a period of six (6) months after the time th~ w~rk Is commenced. An extension may be requested; In writing, from the Building O~clal fora period not to ex~ed hlnety (90,) days"and wlll,demC?nstrate justifiable cause for the extension. if work ceases,for ninety (90) consecu.tlve days, the job Is considered abandoned. ' WARNING TO OWNER: YOUR FAiLURE TO REC~RD A NOTICE OF COMMENCEMt;NT MAy ~E~ULt IN YOUR 'PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. I,F YPU INTEND, TOO,BTA~N F,MANCING; OONSULT WITH YQUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR"NOTICE OF COMMENCEMENT. , FLORIDA JURAT (F.S. 117.03) " . .' , . OWNER OR AGENt . " CONTRACTOR. ' ' ... Subsaibed and sWom to (or amnn~) before me this ' Subsaib~ and sworn to (or amnned) before me this , '~ . " , . ~ Who Is/are personally known to me or haslhave produced ' Who Islare personally known to me or haslhave prod; , , as IdenUflcaUon. ' as IdenUflca . Notary Public Nolalj Public Commission No. . Commission No. Name of Notary typed. printed or stamped Name of Notary typed. printed or stamped ~~~~~~~~l~IIIIIII II11I 1I111 II11I 1I11I 11111 11111111 NOI'ICE OF COMMENCEMENT Rcpt: 1187348 DS: 0.00 06/18/08 Rec: 10.00 IT: 0.00 -- Dpty Clerk PennitNo. Property Identification No, /b - 'U '. -z.{- 01 10 - t)()~aY - 1J6 ')b THE UNDERSIGNED hereby give infOrms you that the improvement will be made to certlIin real property, and in accordance with Section 713.13 of the Florida Statutes, the following infOrmation is provided in this NOTICE OF COMMENCEMENT. I.DescriptiOO()fproperty(legaldesc:riPtiO":)~.' ~~.{1:';r)' ~~Z-716111-N tL1J7S-0IL51'70 a) Street Address: ~1""~ r ~ h ~ ~l 3"1~<(1.- 2. General description of improvements: ~eftt Windows - .- flS 51' 3. Owner infOrmation a) NlIIIle and b) Name and address on; e dec (if othec c) Interest in property ~W IVf:"L,- 4. Contractor infOrmation a) NlIIIle and address: Aclu:cman COOllIructioo. 11539 P-,rdDlid Dr. Odessa FL 33556 b) Telephone No.: 027) 375-5200 FaxNo. (Opt.) 027)375-7332 5. Surety infOrmation a) Name and address: b) Amount of Bond: c) Telephooe No.: Fax No. (Opt.) 6. Lender a) Name and address: 7 tll t( c/1J1tf5bc-l /If,(/" Zdf1fr"'!f/L~, fL !J ~l(1....-. 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.: Fa:\:: No. (Opt.) 8. In addition to himself; owner designates the following pclSoo to receive a copy of the lienor's Notice 88 provided in Section 713. 13(1)(b), Florida Statutes: a) Name and addn:ss: b) Telcphooc No: Fax No. (Opt.) 9. Expiration date of Notice of Commenccmeftt (the expiration date is one year from the date of reconling unless a difii:rent date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY mE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I. SECTION 713.13, FLORIDA STATUTE.S.AND CAN RESULT DSfYOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INS~ECT ~~ INTEND TO OBTAIN FINANCING. CONSULT YOUR LENDER OR AN ATTORNEY BEFORE CO ",1 OR RECORDING YOUR NOTICE OF COMMENCEMENT. ~ >P .........'!i'1}0,~ *,,,,>> ..~..oUl\:JIIq'l:f.. -f<x~ J ~..4-~~~~. ~ ED PITTMAN ~OF~~ 06/18/08 02~ 1~ASCO COUNTY CLERK = : : ; OR BK 786 Pm 1 1f ~"~<f)~ -.. ~~:..~ 4 PG 4J... ~ .~~, ~~.......... :::- ~ r" ,_~ '''_~ fJ ~ .. ~ 6i! J~ 0<). ~ ~b (;1U'PC.. IGK€- ~ % o";;..:t NOISS\'I\!..~ ~ SIgnature of~ tX Owl..... Ambocized. OftWerlDiroda:~,'MBllager ~/,f&ns.G\~~~~~ ~"''''''''''''''~ Print Name The fOregoing instrument was acknowledgtor! befOre me this ~ day of :!U)/ C , 2008, by as nI1CUtCJ'l../,2'(" ,tZ/qr (t}pe of authority, e.g. oft!ct2", 1mstce, attorney infuct)fOr (. ofpartyonbebalfof~~executed). Personally Known _OR Produced Identification X- Notary Signature as ~/5l<-- TypeofIdcntificatiooProduccd r: L- 0 L Name (print) ,;1(115-- Z,z. It: .fUll I to Verification pursuant to Section 92.525, Florida Stalutes. Under penalties of pajW)', I declare that I have read the foregoing and that the facts statt,d in it are true to the """"1 of my knowledge and belief ttM'lINCX::,n.l'UXl7 ~~!:s~~~ 11539 Pyramid Drive Odessa, FL 33556-3457 (~27) 375-5200 727) 375-7332 Fax YJUo':ifwfi "Simply the Best for Less" ~ W'""~ Wo"" 0' W.O Aorid, I~ · State Certified Building Contractor L1cenHd - Bonded. Insured CBC 058067 INSTALLED SALES CONTRACT Custom." <), ~[~ ~( Install Address: 4 ~Cs bit rc y ~ 'f~ Zip: Phone (h~\ ~-l\ t;- 0\'1, Phone (w) City:7l1. ...""",,L.L\< county?{)<<SLoO Sub-Div.: Phone (c) COMFORTWORLD COMFORTWORLD VALUE PLUS ~ - Series 7000 SH $169 ~ Series 4000 DH All-Welded $264 ~:t~ - Series 4000 DH All-Welded $189 Series 6000 DH AII.Welded $300 :W. - Series 6000 DH All-Welded $225 Full Screens $37 INCLUDED IN VALUE PLUS Of Colonial Grids/Flat Grids $39.351 ~ Contoured Grids/Prairie Grids $42 - Half Screens $20 - _ Double Locks (on windows> 30") $10 - Diamond Grids $69 PPG Solarban 60 Low-E Glass $42 _ Oriel 1 Cottage Style (40/60 or 60140) $45 - Picture Window $329 _ Argon Gas $20 - Foam Insulation on Jambs $25 - Door 1 Window Hardware $ _ Remove Awning/Deco Shutters $15 - 2 Lite Slider $329 _ Lifetime Glass Breakage Warranty $18 - 3 Lite Slider $520 _ Double Lifetime Warranty _ Casement $250 Total Options (Regular Price) $150 - Twin Casement $500 Sale Price $75 3 Lite Casement $750 - - YOU SAVE PER WINDOW $75 _ Impact Picture Window $ _ Impact Window (SH) $ _ Impact Window (DH) $ MISCELLANEOUS _ Impact Slider (Alum) $ _ Custom Exterior Trim/Capping $75 _ Brown Exterior (6000 only) $90 PPG Solarban 70 Low.E Glass $65 _ Almond IBeige $45 ~ Metal Window Extra Labor $951~S~ _ Woodgrain Interior Color . $90 - Mull To Form Multi-unit $55 _ Specialty Window $ _ Tempered DH Sash (BSO) (TSO) $80 ~ White Int. 1 Beige Ext. $90 _ Tempered Other $9/Sq. ft. - Tinted Glass $30 DOORS _ Obscure Glass (BSO) (TSO) $38 _ VSP Vinyl Rolling Patio Door 6ft. $850 - Custom Interior Trim $ _ VSP Vinyl Rolling Patio Door 8ft. $950 _ Install Interior Casing $70 _ VSP Vinyl Rolling Patio Door 9ft. $1050 Patio Door Screen $48 _ Impact Rolling Patio Door 1 Pocket $ - $ _ Repair, Sill or Jamb $65 - _ Specialty Door - $ Grids Patio Door $100 - $ - -L- Permit Fees Il~SO - Low-E Patio Door $125 $ :::/ 5' - Storm Door $ TOTAL LIST PRICE $,3i4~- You the buyer are responsible for the removal and installation of any existing security system and window treatments. Initial Customer agrees to the terms of payment as follows: Extra Labor $ SRe Sol-", & Landlill D."""I Fee . ~ .,. Total Amount $ - Custom Order Deposit 50% $ CK#~ Credit Card Exp. Date Balance Paid to Installer upon Completion $ \ C\ \ (.') 5]. Amount Financed $ - __ NO EXTRA WORK IF NOT IN WRITltiGI See Cont~ct Addendum 0 Yes 0 No LOAN APPROVAL # You the buyer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction. Notice of cancellation must be in writing postmarked no later than midnight of the following third business day. THIS IS A CUSTOM ORDER NOT FOR RESALE! EACH WINDOW WORLD IS INDEPENDENTLY OWNED AND OPERATED ~p' ~bI .~.-rz;;; (I fA/~ Owner 6, - t(-.; &tPf? Date -~~- Owner Date - WhRe Copy - Original Yellow Copy - File Pink Copy - Customer . ~AA TArrnA Ann ContiitinnA on RAvArAA StdA of thlR ContrAct . ACKERMAN CONSTRUCTION~ INC. GENERAL BUILDING CONTRACTOR CBC-058067 11539 Pyramid Dr. Odessa, FL. 33556 (727) 375-7300 (727) 375-7332 Fax April 14,2008 To Whom It May Concern: I Dan Ackerman hereby grant authorization to Nicholas Dorsey to act in my behalf while conducting activities related to obtaining permits. These activities include signing all documents requiring the signature of "contractor", applying for and receiving any building permits. State OftJ~~~C, County of r"IP ,\ l; <; The foregoing was acknowledged before me this -1.d....- day of m 1A1-' 1J}) S by {) C-\'f1 \0 ,\ ~(' \(0 rr" c; ~ who is personally known to me or who '- produced \=\ {\ (\ ~ '- 0.....\ ,(C'! ''\ h "Il.v'l H' as identification. JEANNE K. BALL Notary Public, State of Florida My Comm. Expires Dec. 19, 2011 Notary Putfic ~JffiiB63 ~ ....... I'V ....... ....... I'V ....... ....... F.C c "tJ 0 ~ .l:l. .,J:). .l:l. .,J:). .,J:). ~ ; "C CD 0 0 0 0 0 0 0 en 2. -t en c :;:, ; cc en )> )> )> )> )> )> )> !: rn :E en en (jj (jj en Ui" en I>> ii' :i" Ci Ci Ci Ci 0. Ci Ci :;:, CD a. (I) (I) (I) (I) (I) (I) (I) C ::!, ~ )> 5> )> 5> 5> 5> 5> Dr 0. n ~ In 3: 3: 3: 3: 3: 3: 3: - - - - - - - - c ::; ... CD CD ., ~ ~ ~ ~ ~ ~ ~ "tJ :::5" :) S' :) S" :) :) a tJJ 0. 0. 0. 0. 0. 0. a. Q. ~ 0 0 ~ 0 ~ ~ c ... =E =E =E n I>> en en en en en en - ... 'T1 'T1 'T1 'T1 'T1 'T1 'T1 f (I) r- r- r- r- r- r- r- ~ ....... ....... ....... ....... ....... ....... ....... > 0 0 0 0 0 0 0 Q) Q) Q) Q) Q) Q) Q) 0 -- CO ~ ~ CO CO ~ ~ < Do 01 01 01 ....... ....... ....... ....... !!. (I) - i: ." )>al -a 0 a < c ... a. CD -, 0. Na: 0 (J'I <.11 (J'I I\J I\J I\J I\J !!. c CD -. 0 0 0 0 0 0 0 n. "0 ::J Do ~ ~ ~ ... ~ -" ~ :TfC en '< )> C 3-0. CD -, 0. n (J) (J) (J) .l:l. .,J:). .l:l. .,J:). ::So idJ 0 0 0 0 0 0 0 CD ~ Ut ... 0 0 0 0 0 0 0 en -nUt )> 0 0 0 0 0 0 0 r- ., 01 01 W W ~ W w 8~ (0)(0) "'0 ....... 01 01 01 01 01 (0).... 01.... 01 ~ W ....... W c..> 01 ~ ~ ....- ""C Q) :ii: N :ii: :ii: - N.... Q) eno 0 ... >< >< >< >< >< >< >< N' ~ At 0 ~ .,J:). .,J:). 0> 0> Ut c..> c..> CD 0 ~ < CO <.0 CO ....... ....... ........ ........ ... CD ....... ....... ....... ~ 01 ..... ....... 0' I>> - - - - - - CD Q) .l:l. .,J:). Q) Q) Q) ~ - oos: 003: ~~ 003: 003: 003: 003: I i tJJ "Om ""Om "Om "0 m "Om "Om C (I) :) (I) :) <D :) (I) :) (I) :) <D :) (I) :) g. o c o c ~ ~ ~~ o c ~~ ~~ C'" ~=- ~ =- ~ =- 3 ! 3 -- ~ ~ ~ ~ ~ ~ ~ 8 nn ~ g g I>> s: 3: s: s: 3: s: s: III .. )> )> )> )> )> )> )> a "DJ - l 2 n SlS' - .. gt o .. ::I ,. - -n ~ ::I :Ill:" n II 3 lD ::I REAR>" . "\. f6) 5/'lb .' ~ fOtv :::0 - r- G) m .. ./ :I: ~ 6( 'U ~ " !/ (j), w FRO!\.IT " ,J I .~ '35 5/r; X. 37 J/~ ~ ~/'k;:11J Z ~ J53/V X 371/'6- /::;1~#tN J _ :> 5 J;(.;)( L/0 'll ~ Ov7'l1 1.-/. 51 '3/({ ^ lfl? '/(/- lJ {/;/f,'6 _ 5_Si :5/'6 'f. l[c, ijf( - L./I/;4- '- 5 f 3 kt ^ l{ c, 'Itt - () f?lcC 7 _ 35'34/ X {/ Sir - &tOltte>'r) ~ 3 ?{"h X (I s/~' -~(;i)/lcr~ OJ _ 3~ J/v ^ oi 5/y - f.!,.tOll ltvJ.., Si E6'lllD . V'c/JEfL 3;7i..(/ y (/f;il66w--y;Mf ZdHflLl1/t(,Sf it. 3'3S'V/2- "......~." __...,.......' .r &~J&-oq. \Li ,t41onoa>>WI01ng\,ooe vnune .. ".0- - -- - ~~l.l!,JNrrv pl,j\~~~ i:J.<<~'<&~~~INlN. .: ,~Ql;!.lt~r' ;,' . ~ ' "~~~nri~,,,~' i): ..&C,qsAA'( '.,." ..' ... :',:', ~\"; 1.\,;: '~r ~ ;c~': ~,':,f~'(;': '~ \ /',;' ((t'l~~~~:r:; ~;~~r "}".- '?:'!;;,::,;',..:~::~n ~.<~.:,~" p~*~~..,ii~~d.l ~:,~~~.dJ~#i~--f Publk:atloM : PlJC'sr.Ir : IlC$ SIte MIlp : Unka i s..rdI : .. 'Product Approval ER: Public u..r "!..,::1...."_~.!._"'.~!~.:2"~:.,j > f~_Sl'"~,~ > AppllcaU.. wt \ ---:-l Refine Searchl I ! I I t !Search Criteria I " !Code Version 2004 ' FL# IAppllc.t1on Type AU.Produet Manufacturer jeategorY WIndows Subcategory . 'Application Status ALL CompUanee Method !Product Model, Number or Name ALL Product Duc:rlptJon ~Approv.d for use In HVHZ A1i Approved for use outside HVHZ iImpact ResIstant AU. Design Pnassure IOtheL-..__._......_...._.... .. ". ,.._._~- ... ........-.....-...,..--... ,.......,.,.....-....... 1089.1 A1sld. WIndow Company AU. ' ALL ALL All AU. .. . .__._..._.,.__~ ".H'"M..~._'_d'_'_'_ 'Search R..ul~ - Application. Y>L# I'ype HauuflK;barer lVatichlucl IBY . g ~ ""0. Revision A1s1d. Window Company Approved. Sf- FL.: FU089.1 Model: 0201 DUc:rlptlon: Replaceme~: 48iOS DP30,44x7-7 OP3S, 44x60.DP45,36x72 DP55i 1/8- gtus. Category: Windows Sube.teac)Fv: Double Hung DCA IIldmlnldnlttaft ~..,.,c,..".II.r, ....... 1IMItM...... c.M o.u.. c:..te.M14 R~r-"~r4r .25SS ~ o.Ic IIouJawnl T*,-, f'1otIdi :JDg~nt1f1 (ISO) 481-1.824, SUIlCllm ZTl-u24, F. (ISO) <fl<HH3ti o 2000-2005 TJ..$tMe d fIorIda. All ~......... c-wlaht ...d.a.d.r...... ....._~...~ ...... - ...:'" . ., " " .http.:/lfloridabuiJding.orglpr/pr_appJst.aspx 12/1112007 ~-- "V Z · .....<J'IE ~@~ NWM NWn ""iM I ()1..... W~i5 ~b f\) P ~ M IV Z . ::' n w ... ..... ~ J; III VI ~ a M <: 3: Z 0 t:I ~ M W r I ,.. W n c:> ~ !5 N g ~ ~ .:: Z I::l 8 ~ ~ ~ ~ :- 0 <: g,!,;l f >-l [( 8 .:: 1;-* [ . itl Iii' 00 s' CD ~ z ~~H iiI' ~' I <:r (;I,g ~ <: VI ~, ~ Q 8 {ij ..... i~ m i CS ' 0 ]> ~- ~ ~ I:' r J> r- -e,~' ~ ...s ~. Co '" VI ]> ~, .... 0Cl S! ~' S' ~ VI ..... Oq Co-8 R - os.... 1 2.... In' P <: ~ Pt:l1Cl.o > ~t- '~ t ... M ~. I::l 0' G- .., If ... ~ r n -- g. g~ ... ~ 0. ~ 0 en M i i. : CoS- ~ ~ g ~ i:- gl :g s- D'o ~ Ej' 9 ... g. ~I ~ ~,J l;- s- 0< ~ ~ l!l. ~ ]> p~ g g' a ~ s' ~ ::! 51 g [ ~' ~ (f\ [ Ef. &g, N ..... S.B 0"31 (f\ (f\ ~ " I.; 0 CI CI III -- ,..... g. ..0 ..0 ..0 ... a . o~ b b ~ -- ~ ;v ~ ... ... a '8" ~ 1 'I 'I " t:l . ~ c.n c.n "0 ~[ .~ 1 VI CI CI ~ l> VI < c: ... ... ... -i !i3 ~ '-' p ::: 1 'I I <+ ~. 51 0. .,. .,. .,. fTl > ~o g. 5' ...., ...., ...., ~ <: - a ~ eo!. 51 Oq 0 (') -z. !~ 0' ts ~ &. ~ZCD <: g, g 0 ~~~ 0 ~ g' i I 0 ~ t:I tl:l I; I:' .s. ~l;j", .., ~ 9 s' s: <: ;0 Sf: 0Cl ~& ~-~ z ]> f 5' >. 3: ~;l t<a .,. ... to) rt,< ~ M N .,. .,. (f\ 0'- .. z r~ ~ . . . ~~ 9~<: VI go )( )( )( "V - Q,CI - ... ..... ...., v- v- 0- ~....~ t:ll ]> 9 ::s ...., CI CI r Itg . " ' . ~8' r ....~ ]> ~5- ... ..... N_ i fTl 2 "" "" n .., ;:0 ]> ....... VI -0 ..... -i M ~ ....... "0]> 0 ;v ,= z VI "0 + + + .,.. ..... ..... ..... IIIP I I I' 'i~ N .,. c.n .... ~ c.n ~ ",t::r ~ b t::r" !i . III "0 "0 "0 "0_ III III III ;"cg i :" :" :" <: III a ~ .. g t:c;I -< . ~ Architectural T,estfng .t: AAMAIWDMA/CSA TEST REPORT Rendered to: ASSOCIATED MATERIALS, INC. SERIES/MODEL: 0201 PRODUCT TYPE: PVC Double Hung Window "'\', Title Primary Product Designator Air Infiltration \ Water Penetration Resistance Test Pressure UWform Load Structural Test Pre'ssure Forced En Resistance *-Optional Secondary Designators Test Completion Date: 01/27/06 Reference must be made to Report No, 62609,01-501-47, dated 02/14/06 for' complete test specimen description aild data. 130 Derry Court York, PA 17402.9405 phone: 717.764.noo fax: 717-764-4129 www.archtest.com .. ~ Architectural Testing AAMAJWnMAfCSA TEST REPORT Rendered to: ASSOCIATED MATERIALS, INC, 3773 State Road ~yahoga Falls, Ohio 44223 Report No.: Test Dates: Through: . ~eport Date: Expiration Date: 62609JH-50'1-47 01/25/06 01127/06 02/14/06 01/27/10 ., Project Summary: Architectural Testing, Inc. (AT!) was contracted by Associated Materials, Inc. to perfonn tests on three SeriesIModel 0201, PVC double hung windows at their facility located in Cuyahoga Falls, Ohio. The samples tested SUGcessfully met the perfonnance requirements for the following ratings: Test Specimen #1: H-LC25 1118 x 1956.(44 x 77); Test Specimen #2: H-LC4? 1118 x 1524* (44 x 60*); TestSpecimen #3: H-LC55 914 x 1524* (3.6 x 60*). Test specimen description and resultS are reported herem. General Note: An asterisk tic) next to the performance grade indicates that the size tested for optional performance was smaller than the Gateway test size for the product type and class. Test Specific.atlons: The test specimens were evaluated in accordance with the following: . ANSII.AAMAlNWWDA"'1011I.S.2..;97, VoluntaQ' Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. AAMAIWDMAlCSA 101II.S.2/A440-05, Standard/Specification for Windows, Doors, and Unit Skylights. Test Specimen Description: SerieslModel: 0201 Product Type: Poly Vinyl Chloride (PVC) Double Hung Window Test SDecimen #1: H-LC25 1118 x 1956 (44 x 77) Overall Size: 1118 nun (44") wide by 1956 Dun (77") high Top Sash Size: 1035 nun (40-3/4") wide by 940 nun (37") high Bottom Sash Size: 1060 nun (41..:3/4") wide by ~65 nun (38") Jrigh Screen Size: 1019 nun (40-1/8") wide by 965 nun (38") high Overall Area: 2.19 m2 (23.5~) .. 130 Derry Court York, pA 17402-9405 phone: 717..764-nOO fax: 717.764..4129 . . www.archtest.com . ~ Architectural Testing 62609.01-501-47 Page 2 of 10 Test Specimen Description: (Continued) Test Specimen #2: H-Lc.45 1118 x 1524* (44 x 60*) . Overall Size: 1118 nun (44") wide by 1524 nun (60") high Top Sash Size: 1035 nun (40-3/4") wide by 721 nun (28-3/8") high Bottom Sash Size: 1060 nun (41-3/4") wide by 748 nun (29-7/16")high Overall Area: 1.70 m2 (18.3 tr) . '" Test Specimen #3: H-LC55 914 x 1524*(36 x 60*) Overall Size: 914 nun (36") wide by 1524 nun (60") high Top Sash Size: 832 nun (32-3/4"} wide by 721 rirm (28-3/8'1) high Bottom Sas.hBize: 857 nun (33-314") Wide by 748 mm (29-7/16").high Overall Area: 1.39 m2 (15.0 ff) rite.following descripdons apply to all specimens. Finish: All PVC was white, Glazing Details: The sash were exterior glazed with nominal 21 mm (13/1(j") thick, sealed insulating glass fabricated from two sheets of3,O nun (1/8") clear annealed glass a V-shaped steel spacet: systeIll embedded in sealant, single sealed. The.insulating glass was set against a double-sided adhesive tape and secured with rigid vinyl glazing beads, . Frame Construction: The PVC frarile. was constructed. using mitered and welded corner construction. A snap-in PVC adapter was applied to the head. \ ... Sash Construction: The PVC sash were assembled utilizing mitered and welded comer construction. Screen Construction: The screen was constructed with extruded aluminum. Thecomers were miter cut and secured using plastic comer keys. The fiberglass mesh screen cloth was held-in-place with a flexible vinyl spline. . ~ Archftectural Testing Test Specimen Description: (Continued) Weatherstripping: Description Quantitv lRow. 4.7 mm (0.187"}backed by. 6.6 nun (0,26011) high pile with center fin . '4.7 nun (0.187") backed by 8.9 nun (0.35011) high pile with center fin 1 Row . . . 4.7 nun (0.18711) backed by 8.9 nun (0.35011) high pile with center fin 2 Rows 4.7 nun (0.18]11) backed by 14.0 nun (0.55011) high vinyl jacket/foam filled bulb 1 Row . . 4.7 nun (0.187") backed by . 1 Row 10.2 mm (0.40011) diameter, offset vinyl jacket/foam fi~led bulb ", . 25.4 mni (1.011) by 12:7 riun (1/211) 4 by 6.4 mm (0.25011) high adhesive backed pile pad Hardware: Description Quantity Metal button cam lock 1 and keeper M;etal button cam lock. 2 and keeper Plastic tilt latch 4 Metal pivot bar 4 Constant force balance 4 . system with lockingtiIt shoes 62609.01-501-47 Page 3 of 10 Location Head insert, sill, lock rail t: Exterior meeting rail (exterior), top rail S8$h stiles Exterior meeting rail (interior) Bottom rail Meeting rails, one at each end Location Lock rail at mid-span~ With mating keeper at exterior meeting rail (Test Specimen #1) Lock rail, 216 mm (8-1/2") in from each end, mating keepers at exterior meeting rail (Test Specimen #2 & #3) Top comer of sash Bottom comer of sash One per jamb .. ~ Architectural Testing 62609,01-501-47 Page 4 of 10 Test Specimen Description: (ContiJ:lued) Drainage: Description Quantity . Location 22 nun (7/8") wide by 4.7 nun (3/16") high weepslot , (with flap) 32 nun (1-114") wide by 12.7 nun (1/2") deep weeps1bt 2 Exterior face of sill, one at' .' each end 2 SilVjamb intersection, one at each end 25 nun (1 ") wide by 4.7 nun (3/16") high weepslot 19.0 inm (3/411) wide by 4.7 nun (3/16") deep weeps10t 2 Intermediate sill wall, one at each end 2 Sill screen track, one at each end . 9.5 nun (3/8") wide by '. 3,2 nun (1/8") deep weepslot 4 Bottom sash rail and exterior meet!ng rail, one at each end Reinforcement: The"'{ock rail contained a custom shaped, formed steel reinforcement measuring '22.2 nun by 11.7 nun by 1.2 nun (0.875" by 0.461" by 0,047"), reference Drawing No. UY0095, The keeper rail and bottom rail contained a custom shaped, formed steel reinforcement measuring 11.7 nun by 12.0 nun by 1.5 nun (0,875" by 0'.473" by 0.059"), reference Drawing No. UY0094. Installation: The unit was installed in a wood buck constructed of Spruce-Pine-Fir coostructioh lumber and secured through the jambs to the buck using four #8 x 64 nun (2-1/2") long screws, one at the top and bottom of each jamb, The .exterior and interior perimeter was sealed with a silicone sealant, with the exception of an approximate 102 nun (4") long void at each.interior sill comer. A nominal 5 nun (3/16") gap was maintained at the perimeter between the buck and window frame. . ~ Architectural Testing 62609.01-501-47 Page 5 of 10 Test Results: The results are tabulated as follo~s: Paralp"aph Title of Test - Test Method Results Allowed Test Specimen #1: H-LC25 1118 x 1956 (44 x77) I,' 2.2.1.6.1 Operating Force 5:3.1.1 Bottom Sash Qmm 67 N (15 lbs) 230 N (50 lbs) Breakaway . Maintain motion 89 N (20 lbs) 155 N (35 Ibs) Close 230 N (50 lbs) Breakaway 36 N (8 lbs) > Maintain motion 45 N{10 lbs) 155 N (35 lbs) Top Sash Qmm 230 N (50 Ibs) Breakaway 27 N (6.1bs) Maintain motion 89 N (201bs) 155 N (35 lb.s) " , Close , Breakaway 53 N (12 lbs) 23Q N (50 lbs) Maintain motion 80 N (18Ibs) 155 N (35 lbs) I&gk Open 5N(1Ib) 100 N (22,5 lbs) Close 5 N (lIb) 100 N (22.5lbs) Latches Open 5N (lIb) 100 N (22.5Ibs) 2.1.2 Air Lealq1ge Resistance per ASTM E 283 (See Note #1) 5.3.2 75 Pa (1.57 psf, 25.mph)' 1.1 L/s/m2 1,5 L/s/m2 (0.21 c1in/fl?) (0,30 cfinlfl?) max. Note ~1: The tested specimen meets' (or exceeds) th~ perform~nce levels specified in ANSI/AAMA/NWWDA 1 0111. S. 2-97, 10lI1.S.2/NAFS-02, AAMA/WDMA/CSA 1 01/1 S. 2/A440-05 for air infiltration. .. ~ Architectural Testing . 62609.01-501-47 Page 6 of 10 Test Results: {Continued) Results Allowed Paragraph Title of Test - Test Method. Test Specimen #1: H-LC25 1118 x 1956 (44 x 77) (Continued) 'o' 2.1.3 5.3.3 Water Resistance per AS1M E 547 (with and without screen) 180 Pa (3,75 pst) No leakage NO,leakage 2.1.4.1 5.3.4.2 Uniform Load Deflection per ASTM E 330 (Deflections reported. were taken on the exterior meeting rail) . (Loads were held for 52 seconds) 1200 Pa (25.0 pst) (positive) 6.9 mm (0.27") 1200 Pa (25.0 pst) (negative) 9.1 mm (0.36") See Note #2 See Note #2 ., Note #1: The deflections reported are not limited by AAMAIWDMAlCSA lOl/LS.2/A440-05 for this p7:oduct designation. The deflection data.is recorded in this report for special code compliance and information only, 2.1.4.2 5.3.4.3 Uniform Load Structural per ASTM E 330 (pe~ent sets reported were taken on the exterior meeting rail) (Loads were held for 1 0 seconds) 1800 Pa (37.5 pst) (positive) 0.5 mm (0,02") 4,1 mm (0,16") max. 1800 Pa (37.5 pst) (negative) 0.3 mm (0.01") .4,1 mm (0.16") max. 2.1.8 5.3.5 Forced Entry Resistance per ASTM F 588 Type: A GIade: 10 Hand Tool Manipulation Tests Al through A7 Hand Tool Mariipulation No entry No entry No entry No entry No entry No. entry 5.3.6.2 Thermoplastic Comer Weld Test Meets as stated Meets as stated . ~ . Architectural Testing Test Results: (Continued) Paragrauh Title of Test - Test Method Results Test Specimen #1: H-LC25 1118 x 1956 (44 x 77) (Continued) 2.2.1.6.2 5.3.6.3 Deg1azing Test per ASTM E 987 Top Sash In operating direction - 320 N (70 lbs) Meeting rail 1.5 mni (O,06~') Top rail 1.5 mm (0,06") In remaining direction - 230 N (501bs) Left !ltile 0.8 mm (0.03") Right stile 0.8 mm (0.03") Bottom Sash In operating direction - 320 N (70 lbs) Meeting rail . 1.5 mm (0.06") Bottom rail 1.5 mm (0,06") In retRElining direction - 230 N (50 lbs) . Left Stile 0.8 mm (0,03") Right stile 0.8 mm (0.03") OptionalPerfonnance 4.3 4.4.3.4 Water Resistance per ASTM E 547 (with and without screen) 440 Pa (9,0 pst) No leakage 62609,01-501-47 Page 7 of! 0 Allowed to' 1 L43 mm (0.45") 11.43 mm (0.45") 11.43 mm (0.45") 11.43 mm (0.4511) 11.43 nim (0.45") 11.43 mm (0.45") 11.43 mm (0.45") 11.43 mm (0.45") No.1eakage . ~ Architectural Testing 62609.01-501-47 Page 8 of 10 Test Results: (Continued) Results Allowed paragraoh Title of Test - Test Method Test Specimen #2: H-LC45 1118 x 1524* (44 x 60*) Optional Performance to' 4.4.1 4.4.3.2 4.4.2 4.4.3.2 Uniform Load Deflection per ASTM E 330 (Deflections reported were taken on the exterior meeting rail) , (Loads were held for 52 seconds) . 2160 Pa (45.0 pst) (positive) 10.7 mm (0.42") See Note #2 2160 Pa (45.0 pst) (negative) 14.7 mm (0.58") See Note #2 / Uniform Load Structural per ASTM E 330 (permanent sets reported w~re taken on the exterior meeting rail) (Loads were held for 10 seconds) 3240 Pa. (67.5 pst) (positive) 0.3 mm (0,01 ") 3240 Pa (67.5 pst) (negative) 1.5 mm (0.06") 4.1 mm (0.16") max. 4.1 mm (0;16") max. Test SDecimen #3: H-LC55 914 x 1524* (3~ x 60*) Optional P~rformance"", . 4.4.1 4.4).2 4.4.2 4.4.3.2 Uniform Load Deflection per ASTM E 330 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 2640 Pa (55,0 pst) (positive) 9,1 IlUll (0,36") 2640 Pa (55,0 pst) (negative) 7.6 mm(O,30"} Se~ Note #2 See Note #'i. Uniform Load Structural per ASTM E 330 (permanent sets reported were. taken on the exterior meeting rail) (Loads were held for 10 seconds) ''3960 Pa (82.5 pst) (positive) 1.5 rom (0.06") 3960 Pa (82.5 pst) (negative) 0,3 mm (0.01 ") 3.3 rom (0.13") max. 3.3 rom (0.13") max; . ~ Architectural Testing 62609.01-501-47 Page 9 of 10 'Drawing Reference~ The te~t specimen drawfugs have been reviewed by A 11 and match the test specimen reported herein. Detailed drawings, representative samples. of the test specimen, 'and a copy of this report will be retained by AT! for a period of four years from the original test date, The above :rosUlts lwere I secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report'does not constitute certification of this product, which may only be granted by the certificatio1.1 program administrator. This report may not be reproduced, except in full, without the approval ofAIchitecturafTesting, Inc. For ARCHITECTURAL TESTING, INC. ~_~1:!! . . ~\. 0Ig1ta11y 8IgnlId by: MIdIMI L Lynn George Project Manager Michael L, Mackereth Director - Operations LG:jld ", , '. Attachments (pages): Appendix-A: Alteration Addendum (1) Appendix-B: Drawings (13) . . Florida Building Code Online .t'age 1 01 1 .~:~- ........-...-- '. ~. ,:, I __ BClS Home Log 'n Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Urlks Search ~ . (; 11~pProduct Approval : ~--J USER: Public User ....-...:..t.../.. ,.".=: ..,cc'>'- '.:,....,'~ > ;'::..o"~c;. ,c" ,'>'CoY:""c";""'''':'' > Application Ust Search Criteria Code Version 2004 Application Type ALL Category ALL Application Status ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL B~fin~_ S~a!'ct. FL# Product Manufacturer Subcategory compliance Method Product Description Approved for use outside HVHZ Design Pressure 1089.5 ALL ALL ALL ALL ALL ALL Search Results - Applications ffL# Type M,anuiadul'er lvaUdat.ed Shltus BV t:LIGS9- Revision ~Iside Window Company Approved ):,J, FL#: FU089.5 {j.i,-;;_t:p_!~'{ Model: 0501 Description: Replacement: 52x61 DP35; l/S" glass,3 cam locks/keepers/DP. tilt latch wl"H Key. Ca.tegory: Windows Subcategory: Double Hung DCA Adminisb"ation: Depadnulllt 01 Community Affairs FlodA Jluildlnl1 Cod. Oml... . Cftd_~nd SDndarrl. 255S ShumllJli Oak Boulevard Tallahassee, Florida 32399-21.00 (850) 487-1824, Suncom 277-1824, FiJX (850) 414-8436 @ 2000-20aS The Sta.l:e of f1orida. All rights reserved. Coovriaht and Disclaimer PJ:odact App....val Accepts: ~~.~~ ~~~~ Rf;_.., '. ' } ..'4';"~~'."""1 \ ~:.~,:':;;d : -.,.:,.. / 'iltl'T .. I 4iBobb .~ . .... "."'i''';'''''Y; ",~,".~.- ..", ~'., http://www.floridabuilding.org/pr/pr_app_lst.aspx 2/11/2008 '. ~ Architectural Testfng July 11,2006 Marsh Fernbaugh, Director of Testing Associated Materials, Incorporated 3773 State Road Cuyahoga Falls, Ohio 44309-1365 RE: Wood Installation of 0501 Double Hung Windows sizes 3' 0" wide by 6',0" tall, 3' 8" wide by 6' 5" tall, 4' 4" wide by 7' 0" tall, and 4' 4" wide by 5' 1" tall. Dear Mr. Fernbaugh: I have performed an installation fastener analysis for your 0501 Double Hung Window installed to wood framing. The windows considered were as follows: Size 4' 4" x 7' 0" 3' 8" x 6' 5" 4'4" x'5' I" 3' 0" X 6' 0" DP 25 psf 40 psf 40 psf 50 psf Test Report No. 64874.02-501-47 64874.02-501-47 64874.02-501-47 64874.02-501-47 My analysis assumed using #8 (0.164" dia.) wood screws with a minimum penetration of 1-114". To safely resist the design wind pressure, 8 such anchors are req'uired. At' installation, use three (3) anchors in each jamb: one near the top and bottom corners and one near the midspan, and one (1) anchor in the mid span of the head and sill. For the 4' 4" wide by 5' 1" tall window and the 3' 0" wide by 6' 0" tall window, the anchor in the sill is not required. If you have any questions regarding my analysis, please contact me, Sincerely, ARCHITECTURAL TESTING, INC ~ a. /l--<~dZ.. llillIWI'..............J>..- Joseph A. Reed, P,E. Director- Engineering Services 130 Derry Court York, PA 17406-8405 phone: 717-764-nOO fax: 717-764-4129 www.archtest.com JAR:jar cc: 65030.02-122-34 n ,- ;;; :z -;< J> Vl Vl o n >-< J> 0 ~ <..n fT1 0 t:::1 - ~ t::l J> 0 ~ C fT1 tl:l ;;0 r ); r1 r I ~ C Z Z C) n CJ ;;0 -0 CJ ;0 J> -l f'T1 t:::1 SECTION - AA "0' ;Q CJ <- r'l ~ ~ :r Cl ~~<. !~~~ ~~=e ~~:Z(7\ ~~~:j :v :1:<: ""'zco ~"TJCJ CJ t:I ....i~ X'~ ~~('1 ;Q <: t:I S; ~ z Cl < CJ CJ t:::1 ~ ~;I> elo) ~ ... -i _-i ~~ ~~~ ~SQ~~ ... n~ :r::~ tzj2!", v;!: ~ ~~ pF g~~ ~~zxgB : ~;:j g~ ig!l ~~~~=- ~ ~~ ~~ Z%g ~~~g~ ~ ~g ~~ p~~ ~~~~~ (7\ :1~ ~~ I r- ~ ~l:;l~"" ~ ~F ~l:;l ~~ ~~l:;lg ~ l:;l .g w~ ~""r; 7 ~ !:1 ~ .~j:~:! ~ ~ ~ ~& .~~~~ 1"'0 -i Mt.. ~ ~ ~ ~l d~=~ M !i g~ ,g t:I~ ~ ~ ~~ ~~~~. I ~ .,. ~13' > ~~. e~!-i %J l:;l ;j X td ~ ....,...d;)<... ,000 , 1II ,,^"t:11l1 r>1' Ill" "i:1' ~ >'< > co ... . ",,,n.v N~OIll ooelll <1';1. a. ",-oe- !!2~~ z!:1 .... Cl~=e ,...-IZ<7> -I.....~..... -<~:r" .~_~e ~lilc a....g ;j,.!.'" :r,n txI.'" ,.,'''' '" c: J> .. (II e ~ '" n ~ ~ . .