Loading...
HomeMy WebLinkAbout15-16815 _ - "" CITY OF ZEPHYRHILLS 5335-8TH STREET (si3)78o-ooz0 1� 5 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION � Permit Number: 16815 Address: 37513 SERENITY AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class"of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: VALLEYDALE RO ASSOCIATION Est. Value: Parcel Number: 03-26-21-0170-00000-0100 Improv. Cost: 5,014.00 OWNER INFORMATION Date Issued: 12/22/2015 Name: VON SCHILLING HENRY& GISELA Total Fees: 97.50 Address: 37513 SERENITY AVE Amount Paid: 97.50 ZEPHYRHILLS FL 33542-4837 Date Paid: 12/22/2015 Phone: 813-355-3195 Work Desc: REPLACE 12 WINDOWS SIZE/SIZE CONTRACTOR S APPLICATION FEES WINDOW WORLD OF TAMPA BAY LLC BUILDING FEE 97.50 - � � � � I � � �� � � �� _ � �� � Ins ections Re uired BU LD G FINAL , REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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. "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." Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C:O. NO OCCUPANCY BEFORE C.O. CONTRACT R SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER �: � i iiiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiii iiii 2015194975 �L � Rcpt:1732304 DS: 0.00 Rec: 10.00 12/07/2015 �, �T` 0.00 i Permit Number • �pty Clerk PropertylD Number 03-26-21-0170-00000-0100 pqULR S 0'NEIL,Ph D PRSCO CLERK 8 COPIPTROLLER NOT/ CE OF COMMENCEMENT 12/07/2015 01:53 m 1 of 1 � OR BK C�2�� PG ��q, State of Florida ��;!s t��ry ss=e=e�i��i=cr:°=;�����;c�-�s cc•,.��.;::�,�--.r:x�;c��� County Of Pasco THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT - 1.Description of property(legal description): VALLEYDALE RO ASSOCIATION INC UNREC PLAT LOT 10 a.)Street(job) Address. 37513 Serenity Avenue Zephyrhills, FL 33542 2.General description of improvements: Replacement Window Installation. 3.Owner Information or Lessee information if the Lessee contracted for the improvement: a.)Name and address: Henry or Gisela Von$c�i��f}ryS37513 Serenity Avenue Zephyrhills FL 33542 b.)Name and address of fee simple titleholder(if different�han Owner listed above) c.)Interest in property Owner ` 4.Contractor Information a.)Name and address: Joseph John Pogash 5910-B Breckenridge Parkway Tampa,FL 33610 b.)Telephone No. (866)946-3189 Fax No. (optional) 5.Surety(if applicable,a copy of the payment bond is attached) a.)Name and address. b.)Telephone No. c.)Amount of Bond: $ 6.Lender a.)Name and Address b.)Telephone No.� 7.Person within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: a.)Name and address: b.)Telephone No: Fax No. (optional) 8.a.ln addition to himself or herself,owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. . b.)Telephone No.: Fax No..(optional) 9.Expiration date of notice of commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be 1 year from the date of recording unless a different date is specified): WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,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 INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under pena�f perju ,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my ge and ie ' T � � HenryorGiselaVon Sc�����h5 . � ig atur of O e or Lessee,or Owner's Lessee's(Authorized Officer/DirectorlPartnerlManager) (Print Name and Provide Signatory's Tille/Office) The foregoing instrument was acknawledged before me this 17 day of November 2015 by Henry or Gisela Von'S��,I 1 ��a as (type of authority,e.g.wstee,attomey in fact) for + ,as (Name of Person) (type of authority,e.g.trustee,attomey in fact) fof (name of party on behal €�ak instrume was executed) Personally Known Q Produced ID �X , Type of ID DL Notary Signature Print Name R y{Flie J Morrison I ;�yn`:�N,�,,, RONtiIE J.AIORRISON �.; .- MY COMMISSION7 FF2f5532 :S: 3:r EXPIRES:Jufy 28,2019 s�tffi�`� B�nde171vurMt�ryPuY�Unrerwriters. . 4 � �� � �O,�o�y � , V � , hi � � B • + �'�, � �� � � }h���„' �� � � O '„�� ` �O� �� �_p ,��• f � ��� 3 0 � � `������ � p�PAS�o Ut�T� �pIN�1S T Z�.O���'oR`DA+CQ���FQRE GUMEN CE �'1HA pY �F-�H���S�FFICE ��1 SE P���pRR�g�G Rr��pR A�S�P�1H1S �RUF11.E�R��P � D�FtC 2� R �N SS MY HPNp MP-�Rpl.� w1�N Up,Y 0� K S �,NE�L.C p�p�T`l CLER� pA� gY � � - � -- - µ. � ' o� � �. =-fi"��������.�� �� � � i�+r�=� t �� City af Zephyrhills BTJILDING PLAN REVIEW COMi:V1ENTS � G� �/� Contractar/Horneowner; /��r/� G�� Date Received: � Z"���j�� �� site: ��� I 3 �i-�� -�`�,.._ Perrnit Type: l 2 G�r�i� /�Pi l�C��' Approved w/no comments: Approved w/the below comments: I� Denied w/the belaw comments: O �� � � I - I , :� II) ���� 1 ' � � This comrnent sheet shall be kept with the permit and/or plans. � � � � � �� � } Kalvin S rt =P s Examiner D te Contractor azzd/or Homeowner (Required when comments are present) I 813-780-0020 City of Zephyrhills Permit Application Fax 813-780-0021 � Building Departrnent Date Recelved Z � � �� _ ��'I� � Y ° Phone•ContacYfor•Permlttln ' Owner's Name l �qr G� ��� VG. Jc�i,��� OwnerPhone Number Owner's Address 7 � C�"l h�� �-�� Owner Phone Number Fee Slmple Tltleholder Name ' Owner Phone Number Fee Simple Titleholder Addresa - JOB ADDRESS J �I �i'('P.�r, T IiQ, LOT# �� SUBDIVISION V�A I(p �1'y'(� PARCEL ID# � Q�"������ G j 7Q ' �QO 0 c1 � O/0 O (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED � NEW CONSTR ADD/ALT � SIGN 'Q Q DEMOLISH ••e,- INSTALL B ._ REPAIR PROPOSED�USE � Q SFR. Q COMM Q OTHER TYPE OF CONSTRUCTION � Q� � 'BLOCK � Q FRAME '� Q STEEL Q DESCRIPTION OF WORK t'tM a vc !'P y�C�, I o� ti•�.1a1 v,c,�I f 2 7`�/� f�c !'^'��f,�e ��s�� BUILDING SIZE � 3Q FOOTAGE�, . HEIGHT��. �UILDING $ " ..e.,. . ..� � � • G/ VALUATION..`OF�TOTAL CONSTRUCTION QELECTRICAL $ " AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. OPLUMBING $ - , V OMECHANICAL $ � VALUATION OF.MECHANICAL INSTALLATION V Q�S Q ROOFING .Q SPECIALT1f Q OTHER ��� �I ��� FINISHED FLOOR ELEVATIONS FLOOD ON CJ" Z E AREA QYES. NO BUILDER � / ) / .� ���MF/WY' [�".'t�lc�fa�.✓ G.Jti/�/� ol� 7f-/� �' I SIGNATURE � REGISTERED Y/ N 'FEE CURRE� Y' N I Address ( �JO'�c Jl�hr.%t �i,,,� . � '� -Clcense# _d CC/����1�,�� � I ELECTRICIAN - ,�COMPANY' ' • � SIGNATURE � REGISTERED Y/ N F�Cutute��•� ° "�Y/N" Address , �y , ;� License#.�— PLUMBER COMPAWY •._-: •.. . . SIGNATURE' REGISTERED , Y,/..N,; :, FEE CURREA• �` ': Y/N - : Address � License# . MECHANICAL` " " COMPANY. SIGNATURE ' REGISTERED ,.' .Y./ N , FEE CURRE� Y/�N Address���-„- • ' � ' ` � � Ucense# OTHER � � ' ",COMPANY � SIGNATURE '.. � • ' � ` J ReGisTEriE� � Y/ N.._� FEe CUR�n Y/N. Address - _ � - ' � - � ` � Ucense# RESIDENTIAL:;< -Atta,cli(2),.Plot-.P-.lans;::(2)sets_of6'uildingiPlans;'(1)sefof�Energy=Fo'rms;R-0-WPermitfoinewconstrucUon, � ` - -;�:Minimumtten*(:1.0),,working;days�_afterMsubmlEtal`date:�R'equired onsite;ConstiucBon�Flans;`Stortnwater'Plans w/Siit Fence installed, � ��Sanitary Facilltles;&;1,;dumpster•,Stte�Worlc;P..ertnit for subdivision"sparge'projects '.•- .. _� ' ' COfVIMERCIAL Attach(3)-complete-sets oYBuilding Plans plus a Ufe Safety Pege;(1)set of Energy Forms.R-O-W Pertnit for new construcUon. Minimum ten(10)working days'after submlttal date. Required onsite,ConsUucBon Plans,Stortnwater Plans w/Silt Fence installed, Sanitary FadliBas&1 dumpster.Site Work Permit ior all new proJects..All commercfal requirements_must meet compllance � SIGN PER(NIT Attacfi"(2)"sets�of Eng,i'neer,ed-Plans:. .- � � �� � ""PROPERTY SURVEY reguired,for all,NEW constructlon. Directlon�: , .. - - � Fill out eppUcatlon completely. Owner 8 Contractor sign back of appltcaUon,notarized If over�2500,a Notice of Commencement is required. (AIC upgrades over aT500) .. �°�=-��:r�__�. � _� � /�gent(for the�contractor)or'Power of Attomey-(fo�the owner)would be someone with nota�ized letter from owner authorizing same �VER THE COUNTER.P..ERMITTING- --(Front of•Applicetion Oniy)-• -• ' �� Reroofs if shingles Sewers Servica Upgrades A/C Fences(Plot/Survey/Footage) Drivewaya-Not over Counter if on public roadways..need's ROW � � NOTICE OF DEED RESTRICTIONS: The undersigned,under�tands:th�trthls:,p�rmif,may.be,subJect.to„"deed".restrictions". '_ '� which may'.b'e=more�r.est�(ctive th�n County�rsegr�latfons:`'TFie underslgned��as'"sumes'responsitiilitji�for'compliance=with any� `"-�' " applicable deed�reshictions. ' � _ _.� , � �- - - UNLICENSED��CONTRACTOItS AND CONTRACTOR RESPONSIBILITIES:�=}ff-the owner�has�°hired a"conhactor or contractors to undertake work, they may:be.:r.equired::to-be;itcensed in accordance:with state;and.•local.regulatlons. ��If`the�� _` � - contractor-t's not Ilcensed�-as�cequlred`tiy law, tiotff•the owner and�cont�actor-may betcited for�a�-misdemeanor violation under state Iaw. If the owner or intended��contra��tor,are;uncertatn as to what Ilcen�ing;requlrements,`may�.eppty._�for�'the%• �: � ' intended"work,they are advised to contact the��Pasco Counly.Building`Inspectlon�DIvlslon-Llcensing Sectton at 727-847- 8009. Furthermore� if the owner has"Nired-a cont�acto� o� contractors. he is advlsed to have �the contractor(s), sign portions of the "contractor Block"_of this_applicatlon;foc;which.ihey,wilt,be tespo�sible.- If you; as,�he owrier;`sign��as`'the`� � contractor, that�rnay be an indication that'he�is not':properiy Ilcensed antl�'Is hot entiGed to pennitting prirtlleges tn Pasco , County. - ��,�:� : , ,, I TRAN�PORTATION-IMPACTIUTILIfiIES��fVIPAC7 AND RESOURCE RECOVERY�FEES:�The undersigned�understands ,_ that Trensportation Impact Feas and.Reco.urse Recove.ry.Fees mey�:applytito�the constructton of new bulidings�:�change of'��`�y�'` '= � use in existing buildings,�or:expar�sion�of°ezisti�i,g��liulldings, as spec�ied.in Pasco County Ordinance number 89-07 and � 90-07, as amended.�.,The undersigned also�urtderstands, th�t`suct�fe.es;;as,majr:be:<dne;:,wlll,�.be tdenti�ed at theltime�:of'� � ��•�� ` ' permitting. It Is furtlier understood that Tra�sportation Impact Fees and^Resoucce.Recovery�Fees�.mu'st be pald prior to ; rece�ving-a 'certfficate-of occupancy"or flnal�.power:r,elease. :If Ehe project,does�,not.Involve.a:certificate of occupancy<o�:-�`«�-� ' F flnal powec release;'th'e:,fees must be pa(d,p�lor to.pecmft Issuance. Ft�xthei`more,�if P�sco;County�1NatedSewer��lmpact -,-. - � fees are due�,they_must be:paid.:prior to,.permit;lss�ance=:in..accordance wltF��appilcatite..Pasco'Couniy-�ordinances. • CONSTRUCTION'LIEN'LAW(Chbpter 713� Florlda Statutea�aa amended): If valuadon of wark is$2,500.00:or more;-:I --:,s. certify ttiat I� �he�appllcant;=have been provi.ded��witfi-�a=copy- of the�"Florlda� Constructlon� Llen .Law=Homeowner's Protection Guide" prepared by,tFie Flo�lda Department of Agric.ultnre and Consumer,.Aifairs. if the appitcant is someone �. � - other than the bumer", I certffy.that-I�have.obta)ne:d�a�copy;of..the;abova.described tlocuri�ent�and.pror�ls��tn,good faith..to deliver It to:the.:"ownec"�piior:to:rcommencement:A-'� � � ' . µ �. ' ' . CONTRACTOR'S/OWN@R'8 AFFIDAVIT: I.ceitffy:;th;at=all the,information I�-this applicatlon is accurate.and that all work wtll�be done in compliance with all.applicable laws regulatlng construction� zoning and:�land�development. Appilcatlon is hereby made to obtain..a .permit;;Co,,do.:woi,icc,:,and�Installation as IndtCafed:-� •:I. certify that no workfor tnstallatton fias commenced p�lor to Issuance of'a permit`and that".all work will be pe�Formed�to meet standards of all laws regulating� conshuction, County and City codes, zoning regulatio.ns, and land development regulations•tn the.jurtsdtction:= I al'so certify that I understand that the regulations of other government agencies may�apply�to the.intended work, and that it is , my responsibility ta identify•what.actions I must•take to be,in�compllar�ce:. $uch agencles=lnclude but are.not Ilmfted to: � , - Department of E�vironmental�Protectton=Cypress.'Bayh�ead�;�WeNand Areas and Environmentally Sensttive � Lands,Water/Wastewater Treatment. ,_ r � - Southwest Florida.:Water Management: .I�istrict Wells, Cypress. Bayheads; Wetland Areas, Altering Watercourses. - ' � - Army Corps of Engineer"s-Seawalls,`Docks, Navigabie Waterways. - Department of_,,yealth:,.8 ;ReF�abllltattve .Ser.dices/Ec�vtronmental Health Unit-lNeils; Wastewater�Treatment, � Septla Tanks: � . ` - US Environmentel Protection Agency-Asbestos abatement. Federal Av,latlon:-Authority,-Runways:� ' � I understand that the.following.:restrlctions apply to-the use of flll:• - � - , Use offill Is not allowed in',Flood;Zo,ne"V"unless expressly permitted. ' - If the:flll material"=1s to-,be used:In::Flood Zone. "A", It is understood that a dralnage plan addressing a "compeFlsating volume" will be submitted at�ime of.permitting which is prepared by a profess(onal englneer Iicensed by the State of`Florida:- " �; � - ' - If ih� fill material�is�to be us_ed In Flood �bne 'A" ins connection�with�a�•permitted building using stem wali � construction, I certifjr,that fill�:wall:b.e�used only.to.fill the area withln�the�stem vvall: - If flll material is to be used in any a�ea; I��certify t#�at .use. of such flll will not adversely affect adJacent properties. If use of flll is.founc#,to advereely,�ffect adJaEent��pr�perties,,the owner may be clted for ylolating the cond�ions.of the b�ilding;permit�issued�under tFie:�attached._permit �ppltcation, for:lots.less than:one (1) acre which ere elevated�tiy flll; a�r englneered dralnage plan is required. • If i am the AGENT FOR THE OWNER,,14promise In.good faith to inform the�owner of the permitttng conditlons set forth in thts affidavlt�prior to commeracing constructlon. I unde[stand thet;a�separate permit may be required for electricaf work, _ � plumbing, signs, wells,.pools;, alr conditioning,-.gas,.,or othe� install�tfons not•spec�laally included�tn.the�application. .A permit Issued shall be construed to be"a°Ilcense to�proceed with`tNe work•and not~as.authoHty to.violate,'cancel; alter, or . set aside any�provis(ons of the technlcai codes;�nor shall Issuance�of a.permit.prevent the Bulldirig Offictal from thereafter ' requiring a conectlon af,ecrors in.plans;constivction or,violations of•any codes. Every��p'e►mlt issued-sfiail-become inval(d unless the work au(horized:by such permit:is.commenced•with(n sfx m.onths of�pennit Issuance. or If work authorized by the permit is suspended or.aba�doned•fora:period of�slx{8)�montFis.after the time the�work��s commenced. An extension � may_be requested� In writing,._from the Building.Offlclal_for_a period-not�-to.exceed ninety__(90)_;days_a�d will demonstrate ______ justiflable cause for�the extension�. If work ceas�es:for ninety(90)cons.ecutive:day.s...the)ob ls constdered abandoned: WARNING TO OWNER: YOUR.;EAILURE,•TZ1.R�EC.ORD,A::I�OTIGE�:OF:�COMMENCEMEMT�MAY�RESULT IN YOUR PAYING 1WICE;FOR-IMPROVEMEI�TS�TO:YOUR<:P�PER-7Y:�•IF�YO.U,INTEI�ID:T�-��OBTAIN�FINAI�EING;'C.ONSULT WITH U D � AN 'fT0 N • ORE�.�ECOR� G�s OU ' � �C ' � ` � E �� .. .,_ _ . . . . _ . .... . FLORIDA JURA'�-(F.S:117.03) _ ' ' � ' ' OWNER OR��� � �1 CONTRAGTOR 8ubscAbed arh#�wom to(or aNlrm )b ore e Is Subscribed and'swom•to(ot afflrmed)�before me fhiS by 9-- � li..[r'nr ..by... Who islare personelly knovm to. e or haa/have.produ Who.ls/are p.ersonalty known•to me.or hasJhave�prodOced •- - � as Identlficatlpri. _ _ as tdentlBcaUon. Notery Public . Nofary Publlc Commisslon No:"' Commlaslon.No. __ Name ot Notary typed,ptinted or stamped Name ot Nolary typed,prinled or atamped r'Y"--�L"-rrt... ' • � _' ' ■ �� i►: � �� u�.��'��� �ll/indo�nr and Sliding = � ( ofTampa �, Bay,LLC ;r� , patio Door Contract •`��'y� � ��a""`'�� Sf�owroom 5910-B Breckenridge Prkwy. FL Gonfracor's License#SCC131151663 � Location: Tampa,FL 33610 -- ' 1.866.WIND.189: 866-946-3189 Name pr iS� pp;,s'Gj��//h E-nnAi� .,Home Phone /3� . SS 5' Adrl�e�s � �. Customer ID#: ' Work�Phone City/Sf/Lip. L CeII;Phone indows . . ; .,. ' , ppE'aris. Serfes Model# Half Screen � $10 Double Hung � Full Screen $22 6000 DH Weld/Weld 0501 $225 . Double Locks(>30"wide) $9 � �I 6000 DH WeId/Weld 0501HP $245 —�Argon Gas„ - $21 (Oversized Windows),' Foam Insulafion Wrap $12 �� 4U00 DH WeIdlWAld 3U01 "$200 �7b� DP Rated Glass ' N!C ItQC. (t>remium�raae� , � Beige Color Vinyl $32 t , , Other Styles Wood Grain-Inside Surtace $90 Picture Window-3004 $329 ,.SolarZone LE-Glass(App-.30) $45 2 Lite Slider-3002 $329 Low-E Elite Glass(App-.21) $65 3 Lite Slider�-3003/3009 $520 Tempered Glass Sq Ft. $7 /Sq.ft Casement/Awning�naa cna�a eeiow� $289 Obscure Glass $30 - 3100/6000 Series Windows-Add $40 Cifetime Glass Break Warrenty $25 Special Shape W/Operating Sash $559 Oriel/Cottage Style 60/40 $26 � Specialty Windows , Colonial/Contoured-Grids $37 r $ Exterior Color w/Full Screen $150 � ._ �2..,. Energy Star Pack-ESP $79 � , � $� ��v • 2 AdditionaG'L:ahor Gharet�s . - =$- • , � RemoveAluminum Window._ _ $50_ -� �- $ � Remove Steel Window $70 $ Installation-Basic FRSS $30 $ Installation-Wood Sash/NC $60 _ � �� Installation-Standard CBlWF/MH $60 '7zd $ �installation-Recess/Cut Back $110 _ PRE 1978 BUILT HOMES(Federal Lead C ntainment ) Structural Mullion for multi-unit $90 - tl N1y Home Was Built In The Year q� Initials: 2nd Sfory Charge $10 � •a���S E?ay Window Finish&Trim $300 � � 51 i Series.Aatio Door 5'-51 i5-6'8" , $950 � ' Install Exterior Capping- $125 � , 51i SeriesPatioDoor6'-51i6-6'S" $1,011 InstallCustominUExtTrim $40 � 51 i Series Patio Door 8'-51 i8-6'8" $1,195 . .Repair Sill OR Jamb PER Ff $15 SolarZ LE Glas/Argon-Per Panel $70 )nstallation-SPD-Up To 8' $110 . SolarZ LEE GlasslArgon-Per Panel $90 $._ Decorative Grids-Per Panel $60 $_ VinyI'_Color B,eige-Per Panel $75 ' The buyer is responsfble for the removal and�'e-Installatton of any existing securiry sys[em,burglar bars or AIC units and�for removing all window ` coverings and/or ohstrucGons prlor to installafion.Additional charges for removing items are at the folloWing rates:AIC Unft-$50;CurtainsBlinds- $25NVindow; Furniture-$10/1tem;ShuHers�50 palr. INIT: •Window Wor1d agrees to install windows and doors as noted above and on the attached order form and to perform other services as speciFled above'for llie price Guoted on � this form.No other promises,expressed or implled,aremade except those expressed in�writing'on this agreement 'if Window World seeks legal counsel to enforce obligations under this contract,Customer agrees to pay reasonable attomeys fees and costs. You the buyer may cancel this transactiori at any time prior to midhight of�the third business day aHer the date of this transaction. Notice of cancellation must be in writing postmarked no�later than midnighf of the followir�q third business day: � THIS IS A CUSTOM ORDER NOT FOR RESALE! No extra work if not in writina! Customer Agrees to the terms of payment as folinwc• Total List Price $ y�O�OB I Trip Charge and Administrative/Site Setup Fee$100 $ 1�— � Site Specific Engineeringl Fee$200 $ , Fire Marshall Plan Review(St.Pete Oniy)$125 $ - r $ 97 •P.ermit+$i49 Acquisition Fee $ 50�� � • Total Amount $ .�,sy� � CK# ��!? Custom Order Deposit 50% $_�17b � Balance Paid to Installer upon Completion $ i �yy�o�y;vyo�� Amount Financed $ i � � ����� � Loan Approval# � ��°�•�- Round Up&Contribute to St.Jude$ - _ VISA A�. . M/C i C# +'Exp.Date Sec.Code � i 3�� � dr-i -is ,` � ' �.,��� �r'��Q /-l�-l� ,.r _ '� C�mp.# Estimator ��};�r!i�c , Date , Owfie� . „ ._ '" _ :J�i,'4.:-q Date �"�i :��7.�x� � - - -i . '��" _ WindawWorldafTampa9ay,LLCNh IndoivWcrlC,'WoAtlafWindows " +'.n.-.�•-� �• WhitaCopy-Original renowco�y-c�smme. Owner � Date � � Pasco rounty Building Schematic Page 1 of 1 .. Generalized Building Schematic 03-26-21-0170-00000-0100 Card: 001 I '� , � � J � , 3 9 q 9 9 9 FSf . � 9 9 4 !.� BAS �� l � i � az � � ( 2 33 � zT � �. �� � a �u� � � Foa � iz so iz Pasco County Property Appraiser Page Layout Modified: 9/6/2013 8:36:26 AM The Local Time Is: 11/30/2015 11:11:54 AM ���IE�V DATE � I' C1TY OF ZEPHYRNIl.�S t � PLANS EXANf1NER ��� ALL WORK SHALL COMPLY WITHALL PREVAILING CODES,FLORIDA BUILDING CODE,NATIONAL ELECTRIC CODE AND . CITY OF ZEPHYRHILLS ORDINANCES ��,� � . http://appraiser.pascogov.com/search/traverse/traverse.aspx?parce1=212603 01700000001... 11/3 0/2015 � H,T to Highest Sill- S YR BLT- Wali Thickness-�� t ,• .. , ' ; � G s � WINDOW AND PATIO DOOR ORDER FORM � p� Window World of Tampa Bay- 5910-5 Sreckenridge Pkwy- T�mpa-FL-�3610 i : r� � � ��j �p � E PO# � ACCT# 85031 FAX DATE: l _ I - I� ��� )) / / Q �� � �— �� .1!!1 � 1Sr/!�t Phone: �E 3—�SS ��LS � �, `�t , ', i' � � :;�;. '� Customer: � - " - � . Phone: I ' , t ' ?SP3 ��a�'Pm.� � �(1�2., 2�oti�r�iZ�s .�35�z '' , � Address �ity Zip ' I O=Statlonary X=Moves FromOulsldaLooWngln � � Estimator: �'j7 !Clj� /r L��fi��SQy� Phone:�,Ips �p/O 7�,�,Sy O1Y MODEL VINYL WDGRN PAINTED MFG SIZE MULL WINOOW HAND GLASS IMP GRID OPTIONS i OBSC �OBSC' TEMP� TEMP FULL ORIEL HOR 7ypE TYPE 7YPE TYPE 7YPE Repal , � COLOR INT. EXT. WIOTH X HEIGHT TPE NUMBER HINGE OPTION GLASS SiYLE PATTEHN FULL BOTT FULL BOTT SCREEN DIM D(P Exlarior hlm Removal Wall Install O enl� -� ;�- � � ��� w� 30 �l8 tt s s f c�� , s�pt �� �m ��a�s �vz z � � - - � wn 3�{ x 5�9�'� 2� c�' , , � �l3 @ � 1,uI/-� ��0 3� X��s �J (,£z` ' � 4 �� 3a61� _w+� � X �r �� � j 5 � 0 3a 1 x ...5'ti'� 5 G� � 6 1 .���� �,va� 3�'l X s�% � /� - 1 `�� � :��� tv� -� 'I� x �rz, � 7 �� , � ; a � �I 3$ � ' x 3Q s �6 C� a ! 9 � �� � 30� x S9 s i L�� - : �o , , � �, R 3 O e � . � � � - - ! ,�. 6 p _ x ,�-9 �, ',� ) : . o � 30 � x s °Z �� . ; ��s " x � i � 14 X I 16 X � 16 ' ' X _ , I I 7� _ ' x - � � I �.:_c � °1B.� +3 r� X „ � ' -+r,• . .. I �9 • x � - . ' . i Z� x r I 1 certifythe salesperson has'explalned and identified each and every.atrbreviation, NOTES: , � term,and drawing on this pag 4o my fuli and complete understanding inciuding how � T /J ' ' � r each a �d ve � indow Is r fh d,In f d,trlmmed,accessorized,and warranted. � � �;� '•'G' p � . � <' {. �,;; ; .;:� , I Fl�?-IS - - - . . ��NER DATE , wl.:eo r......_n.�..i..e� veu....,r,,...._n��..•....... D'A!_C i !1C t : : � , � , � � �'�' - � -- - , '-- - Architectural Testing TEST REPORT Iteport No.: E2369.01-501-47 Rendered to: 'ASSOCIATED MATERIALS INC. Cuyahoga Falls, Ohio r PRODUCT TYPE: PVC Single Hung Window SERIES/MODEL: 3001 ST/3B01 ST/ 3A01 ST/3AB1 ST (small/small) � - S�'ECIFICATION: AAMA 1701.2-02, VoluntaryStandard for Utilization in Manufactured - Housing for Primary Windows and Sliding Glass Doors. AAM�1704-01, VoluntaryStandard forEgress WindowSystems for Utilization in Manufactured Housing. Test Date: 10/24/14 Report Date: 11/07/14 , 1140 Lincoln Avenue W�.archtest.com . www.intertek.com/building P• �Z4.275.7100 Springdale, PA 15144 f. 717.764.4129 L ; • � tx - _ _ � � , ..F,r' ��.-. . - ;, � .� _ ..._" � -- --- Test Report No.:-•E�3�.�:Oi-501-47 = ! -� Architectural Testing Report Dat'e: 11/07/14 Page 1 of 7 1.0 Report Issued To: Associated Materials Inc. 3773 State Road • Cuyahoga Falls, Ohio 44223 2.0 Test Laboratory: Architectural Testing, Inc. 1140 Lincoln Avenue Springdale, Pennsylvania 15144 724-275-7100 3.0 Project Summary: 3.1 Product Type: PVC Single Hung Window 3.2 Series/Model: 3001 ST/3B01 ST/ 3A01 ST/3AB1 ST (small/small) , 3.3 Compliance Statement: Results obtained are tested values and were secured by using the designated test method(s). The sample tested successfully met the performance requirements listed in the referenced specification(s). 3.4 Test Date: 10/24/2014 3.5 Test Record Retention�End Date: All test records for this report will be retained ' LL until October 24, 2018. ° ` . � ' " 3.6 Test Location: Associated Materials Inc.test facility in Cuyahoga Falls,Ohio. 3.7 Test -Sample Source: The test specimen was provi�ded by the �client. Representative samples of the test specimen(s) will be retained by Architectural - � Testing for a minimum of four years from the test completion date. 3.8 Drawing Iteference: The test specimen drawings have been reviewed by Architectural Testing and are representative of the test specimen(s) reported ' , herein. Test specimen construction was verified by Architectural Testing per the drawings located in Appendix A. Any deviations are documented herein or on the drawings. 3.9 List of Official Observers: . Name Company Marsh Fernbaugh Associated Materials Inc. Rob Cutlip Associated Materials Inc. Joseph Allison Architectural Testing, Inc. � 4 , • , :71"l�t- � " _.4 ` � «������`,��-•- � " -Test�ep�`o��o.: E2369:01-501-47 f " --" ��I Architectural Testing '�eportDate: 11�07�14 Page 2 of 7 4.0 Test Specification(s): AAMA 1701.2-02, Voluntary Standard for Utilization in Manufactured Housing for Primary Windows and Sliding Glass Doors. AAMA 1704-01, Voluntary Standard for Egress Window Systems for Utilization in Manufactured Housing. Code of Federal Regulations, Part 3280 - Manufactured Home Construction and Safety Standards, Subpart D,Section 3280.305(c)(1)(ii)(B). 5.0 Test Specimen Description: � _ 5.1 Product Sizes: Overall Area: Width Hei ht 1.8 m2 (19.5 ftz) millimeters inches millimeter� inches Overall size 914 36 1981 78 _ Exterior sash � g10 • 3�1-7/8 952 37-1/2 - � size • Interior sash g35 32-7/8 981 38-5/8 size Screen size � 800 31-1/2 `�972 38-1/4 - 5.2 Frame Construction: � "" ' Frame Member Material Descri tion , Head,sill,jambs, pVC Extruded � and head insert . Joine T e Detail All corners Mitered Thermally welded Head insert Straight-cut Snap-in 4 • • , S� � �.� ��;�L.�. ...�.. .. 'Ie) ,. � l" ; _ '. �.rn F ddjT -�,ry;�i;`r•;P; - _ ; . ���•�Tes�ReportNo.: E2•389��'501-47 �`� Architecturat Testing ReportDate: 11�07�14 Page 3 of 7 5.0 Test Specimen Description: (Continued) 5.3 Sash Construction: Sash Member lv�aterial Descri tion All rails and pVC ,. Extruded stiles Joine T e Detail All corners Mitered Thermally welded 5.4 Weatherstripping: Descri tion Quanti Location 0.187" backed by 0.260" high 1 Row Sash stiles (edge), head insert, sill leg, center fin ile interior sash interlock,to rail ed e 0.187" backed by 0.300" high 1 Row Sash stiles (face),top rail (face) center fin ile 0.187" baelzed by 0.350" high 1 Row Exterior meeting rail center fin ile - - r 0.187" backed by 0.550" h'igh 1 Row Exterior meeting rail foam-filled bulb 0.187" by 0.360" foam-filled 1 Row Bottom rail - � � vin 1 bulb with flexible vin 1 fin 0.187" backed by 0.320" high 1 Row Bottom rail �• center fin ile - •-�- , 5.5 Glazing: No conclusions of any kind regarding the adequacy or inadequacy of the glass in anyglazed testspecimen(s)can be made. Glass Interior Exterior T e Spacer Type Lite Lite Glazing Method "U"shaped Set from the exterior against a 3/4" IG steel,single 1/8" 1/8" double-sided adhesive tape and sealed annealed annealed secured with rigid vinyl snap-in lazin beads. 1 ' • , °::S.�ya .' � ..�M/.✓�i_`4: i.' .� P - " - ._ 1J;� � � +�_�> -�- "fl. i 21t ___ ��(p.� �.`�,� p -���i;�rn;� �9:=.,:�iP - TestRepc�rit�Va�-�EG�3'fi9.01-501-47 ���:�;�'� •, Architectural Testing ReportDate: 11/07�14 Page 4 of 7 5.0 Test Specimen Description: (Continued) 5.5 Glazing: (Continued) Daylight Opening Location Quantity millimeters inches Glass Bite Interior sash daylight 1 765 x 911 30-1/8 x 35-7/8 1/2" o enin Exterior sash daylight 1 , 740 x 883 29-1/8 x 34-3/4 1/2" o enin 5.6 Drainage: Drainage Method Size . Quantity Location Weepslot with flap 1-1/8"�wide by Z .. , Exterior sill face, one 2-3/4"in from , , 3 16 hi h each end Weephole 1"wide by 2 Sill sash track,one 2"from each end 3 16 dee Weepslot 1"wide by Two exterior intermediate sill walls, 3 16"hi h 4 one at each end - � � Sash bottom rail gl�azirig pocket at . - Weephole 1/2"wide by 4 per Qach end and 2-1/4" from,each end . `3/16 deep, sash drainin the lazin ocket 5.7 Hardware: Description Quantity Location � - Interior meeting rail, one 8-3/4" from - . Metal cam lock � � � 2 each end with mating keepers at the exterior meetin rail Plastic flush mount tilt latch 4 Each end of the top rail and interior meetin rail Interlockin steel ivot bar 4 Each end of the bottom rail and exterior g p meetin rail Constant force balance system 4 Two per jamb with lockin tilt shoes Night latch 2 Exterior sash stiles, 3-3/4" up from meetin rail 5.8 Reinforcement: Drawing Number Location Material 3996 Lock rail Formed steel 3997 Exterior meeting rail Formed steel 3998 Sash stiles Formed steel .I � ''�_ - -- ..,f';i;�:5,4,Fti�nz��� - _ - - ':; ' ��Tes��.R�e�ioYi:.No.: E2369.01-501-47 x s-. ,� - , �` ; Architectural Testing Report Date: 11/07/14 � Page 5 of 7 � 5.0 Test Specimen Description: (Continued) 5.9 Screen Construction: Frame Material Corner Construction Mesh T e Mesh Attachment Method Miter-cut and secured Aluminum with snap-in plastic Fiber Flexible vinyl spline corner ke s 6.0 Installation: The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 1/8" shim space. The interior and exterior perimeters of the window , were sealed with a silicone sealant,with the exception of a 4" long void at each interior sill corner. Location Anchor Descri tion Anchor Location Jamb #8 x 2-1/2"pan head screw One each at the top and bottom � - �,.s-•-�a:-•. - - � : � -- ` - _..�; '- -_ _', - .:'�:�,;, (t��;^,::'�^; _ � ..:i.4 r,t;E �;;=?Test Report No.: E2369.01-561-47- �s: Architectural Testing Report Date: 11/07/14 Page 6 of 7 7.0 Test Results: The temperature during testing was 21°C (70°F). The results are tabulated as follows: Test S ecimen#1: Title of Test Results Allowed Note Structural Performance, perASTM E 330 +1190 Pa (+25.0 ps� -595 Pa -12.5 s Pass No dama e 2, 3 Air Leakage, per ASTM E 283 1.0 L/s/mz 2.5 L/s/mz � at 75 Pa 1.57 s 0.19 cfm ftz 0.5 cfm ftz max. Water Penetration, per ASTM E 547 ' ' � � at 135 Pa 2.86 s Pass No leaka e 1 0 tional Performance 24 CFR 3280.305 c) Uniform Load Structural, perASTM E 330 _ , � +2770 Pa (+58.0 psf� � � � ` -2770 Pa �58.0 s Pass No dama e 2, 3 AAMA 1704-01 Clear Opening Width 781.0 mm (30.75") 510 mm (20") Clear Opening Height 743.0 mm (29.25") 610 mm (24") • Clear Openi�g.�rea 0.6 mz (6.25 ft2) . � 0.6 mz(5.0 ftz) min.' Locks and Latches 26 N (61b� 90 N (20 lb� max. Operable Sash 89 N (201bf� 90 N (201bf� max. Removable Screen 6.4 kg (141b) 9 kg'(201b) max. Note 1: With and withoutinsectscreen. Note 2: Loads were held for 10 seconds. Note 3: Tape and frlm were used to seal against air leakage during structural testing. In our opinion, the tape and film did not influence the results of the test. _ • , - _' � � ' .. . � ' �,�,'��I!- - , ryrJ"''" _ , :f w w.w.. __. x _, ,.".' '�Test Report No.:����6�'9;`01-501-47 .-.,-� .d>"='�, �� Architectural Testing Report Date: 11/07�14 Page 7 of 7 Architectural Testing will service this report for the entire test record retention period. • Test records that are retained such as detailed drawings, datasheets, representative samples of test specimens, or other pertinent project documentation will be retained by � Architectural Testing,Inc.for the entire test record retention period. This report does not constitute certification of this product nor an opinion or endorsement � by this laboratory. It is the exclusive property of the client so named herein and relates � ' only to the specimen(s) tested. This report may not be reproduced, except in full, without , the written approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, Inc. r �.x � � -� ` �- , , ���g� ..t . .�_.��. � Dig'rtally Signed by:JasePh E.AII'ison Dig�lly S�gned by:Lynn George Joseph E.Allison Lynn George Senior Technician Director-Regional Operations JEA:sId � ' _. ' Attachments(pages): This report is complete only when all attachments listed are included. � Appendix-A: Drawings(14) This reportproduced fiom controlled dociiinenttemplateATl 00497,revised 01/27/12. ' • , �c:;9�Fr " � '"',�Gi(.? '� `�_ - ���+s,�:�`;,'��� � _ - - Tes�R���i���''t�3alo.: E2369.01-501-47-� --- a;9�" :'_ : ra,.., . -... ._. J' . Architectural Testing �eportDate: 11/07�14 Appendix A Drawings • / .� d :::��;a,��:�;. _ :`' L,� �ASSC�IATED 1Vl;�;f'�i�lAlS° - - �'1������,-:; - - , �i°��T�� a . .,,,'%w�L`y:,! `�.�';;'fa°:t`i I N C O R P O "'A' ,7 E A „ - ' Mode13401/3AD1 �' ' _ _ :.,.�.. ,..>. .W�. - _ ....,-.r, R:,- {.:� �:�.::9��.���_� �:i'- 'a's'^.' C:>'l..'r•'2"'.'i '?C�+ •.r+.i > fi`tyiel�' .y: ::.?i� .:i.0 �rt�..� j'� j ,:`.E-:�tA�..'^,...- .�r�r:�$'=:vi� ^iv�rYe::�:°"1n. h>� �;;:..:ii5:'c5>i3���� �is+�•.; �'�Y�~p n ��i:�,�1-�wt#�Zsv¢t.?.?•s-�'Lt+:���i.,. i.. c8:,,, r��l.::%:�:�:. _ ��z`• r ..;;5.•ie �iY=?:'��a:9i'S���:L,��S�i�� '{��' �a•�.,..,,,a �! ��N��,' s n 1� �:%i. ..�7. .Q ;y,�,s ...��,a't .;:�C4� C��',N, ,a:.�•;���';;C'�0.� ,l�r :..�M.L�`" _ •�;..;e ,.•.'��:-.•.�:i"�-. .�'G:�i�s�.c1?•:1:'�=ry':t�?.•..�f.,:S'::i.. 4:.,�._ �V'•'5::�� .r,s.9'�,.r`��`F.:$:�'-.-<,...r'l. )�i:�u'.'s��ti Frame Frame Top_ U10071XX P6P I.e€tJamb �- U10071XX PSP Right Jamb ����� ' � U10071XX PBP . Sfil ���� , � ;�41.�. U10073XX PBP Head Insert -��;�<<s�'v-t��'�;�{' `:�t z�r�;���•�1.z�w U10022XX Adept Interior Sash Stop ''�^� ' ,�g, _ _�:.�UK0010XX Adept Exterior Sash Stop �s�' -M""'"�'"���� i� •�"'�. _,lJK0010XX Adept Balance Cover �. ���� 4 `�� � UK0067Y.X Adept Fiead Expander Ui0050XX P8P Sill Angle U10040XX Adept Canstant Force Bafance Check Weight Kern Liebers Constant Force Spring Case UV000100 Ash[and Constant Force Spring Case Screw UZp05400 Block&Tackle Balance Check We9ght Balance Screw UZ005400 I'� B&T Balance Pivot Shoe US007100 � Jamb Adjuster UZQ09200 �, Silf Weatherstrlp(0.24 Pile) UJ004201 Amesbury �, Head Insert Weatherstrip (0.2b Pile} UJ0043Q1 Amesbury _ � lnstallation Screw Pack UZ004100 • . Jamb Pocket Gasket UP010500 •- � To Sash Handle Rail Small Ui0078XX PBP Wandle Raif Medium � U10083XX • PBP I Vertical Stile Smali U10081XX PBP _ - Vertical Sti1e Metiium .- Ul0086XX PBP � ., Keeper Rai1 Small � U10080XX PBP Keeper Rail Medium U10085XX PBP Glazing Bead U10089XX Adept Keeper Rail Reinforcernent5mall UY0135XX RolTech Keeper Rail Reinforcement Medlum UY0138XX RoETech 5tile Reinforcement Small UY0136XX RolTech Stile Reinfarcement Medium UY0137XX RolTech Composite Reinforcetnent UY014000 Adept Stife Edge Weatherstrip(0.26 Pile} !lJ0043Q1 Amesbury Stile Face Weatherstrip(0.30 P31e) UJ002101 Amesbury Fiandle Raii Edge Weatherstrip(0.26 Pile) UJ004301 Amesbury Handle Rait Face Weatherstrlp(0.30 Pile) UJOOZ101 Amesbury Keeper Rail Weatherstrip(0.35 Pile} UJ004401 Amesbury Interlock 8ulb Seal UJ0002XX Amesbury Glazing Tape U5079210 Secon Ruber& Plastic Setting Block(13/16 x 13/16 x 1/8) UM010700 Secon Ruber& Plastic Vent Lock UM0048XX Vision i Left Hand Tilt Latch(Alsidef US0122XX Ashland Right Hand Tift Latch(Alside) U50121XX Ashland -F�;`'��:►.� - --� .. „�;,p;,;w -���I ASSC3Cl�ir�: - MATERIALS°. �.���--� ���-- - .�;;�,: •—;_c�`rp . ,:r.;°;e:d:��::!;•;«• t N C O''c.@�:..4P'� O R A T E D.•se.:�.�".:e..fi"=t`''"tw1"�:�_. - •ww�-:`m<< t Model 3001/3A01 .:+:..�:k.v:t.,',�"ii:::w"':4'5�::.'1'irr;y:-�rT`�r,^i•'7it�};�.,y. :.y��_;,...�::'._Lyo•:.�'J1+_ ..1._ :.V" ,!� :X"w !:t�ti —:i'A^ �•K`:.^'y !��`3::`v�5:. '..l-�A.l�i}.a 1i ..J.:TZ LK...�a,:t. i.yTR`�'i?:Rf::3.:T.4. �:'�'�:"�Y7:1,��:y.��e,...slti�:�Ti,..;;,;•:yli�.. i�.ri�^`:21i:�. �SV;t:t: ..7.c::. :Fi::�..>;7.\';?! . J.i! ._� '':a.,"� �,,.�..4.t� » i.��.��iirasts'•`'�/ '_�3^i;c.:.4,.' ;:�,�.��,�y. •aYL:�rra t3:�Y:e' Y{�.�d'..,F�r`:1�+:`�'�s . ,1 <:,::..r:r�:::if�r«, ;.�P�ir�::De�cr�.p��on,�K: ,�.. ?�`:�'�, =9',::�I��:��L:W;�1+�, �c�. �;:'s;?::c4:.,, ,.Q; �'^`�'` � , . � � > ... a�n`i. .w��:,... y . .. t '<•....s . .. .. ...-. �....... Px::.k:ti+?.�l..A<._.4•.1.�. ...�..a.v ...t...:.H.n�l.:.�..... t•.. .:.�:->.....:........�,..:�.. .-...:t...�..3n.��Y�n Left Nand Tiit i.atch (Gentek&WW) US0079XX Right Hand Tilt latch(Gentek&WW) US0080XX Pivot Pin 11S021500 Ashiand Pivot Pin Screw Uz012800 Keeper tJ M0116XX Keeper Screw(Steel Reinforcement). UZ0025XX Keeper Screw(Composit Reinforcement) UZ0027XX � Bottom Sash ' Handle Rail Srnall U10078XX PBP Nand(e Rail Medium U10083XX P8P Vertical Stile Small U10081XX PBP Vertical Stile Medium U10086XX PBP Lock Rail Small U10082XX PBP Lock Rai!Medium U10087XX PBP Giazing Bead • U10089XX Adept . Lock Rail Reinforcement UY0134XX RolTech Stile Reinforcement Small UY0136XX RolTech Stile Reinforcement Medi�m UY0137XX RolTech Composite Reinfarcement UY014000 Adept StiEe Edge Weatherstrip{0.26 Pile) UJ004301 Amesbury �ti1e Face Weatherstrip(Q,30 Pile) Ul002101 Amesbury Nandle Raif Weatherstrip(0.32 Plle) � UJ004601 Amesbury Handfe Rail Bulb Seal UJ4047XX Amesbury ' Lock Rail Weatherstrip(0.24 Aile) UJ004201 Amesbury - Glazing Tape ' US079210 Secon Ruber&PEastic SeYtfng Bfock(13/16 x 13/16 x 1/8) UM010700 Secon Ruber&Plastic Left Nand Tilt Latch{Alsdie) � US0122XX Ashiand �- Right Hand Tilt Latch{Aiside} � U50121XX Ashland Leffi Hand Tilt Latch(Gentek} US0079XX Ashland Right Wand Tilt Latch (Gentek) LlSd080XX Ashland � Left Hand Tilt Latch(WW) � US0248XX Ashiand Right Hand 7ilt Latch (WW} U50249XX Ashland Pivot Pin US021500 Ashiand I Pivot Pin Screw i1Z012800 Lock(Alsidey UM0113XX SCC Pan Head Lock Screw{Steel Reinforcement) UZ0152XX Pan Head Lock Screw(Composit Rei�forcement) UZ4153XX � Lock(Gentek) UM0114XX SCC i Lock(WW} 11M0115XX SCC Flat Head Lack Screw(Steel Reinforcement} UZ0154XX Flat Head Lock Screw{Composit Reinforcement) UZ0151XX I p�st P�u6 UJ003200 Amesbu �� �,. � =���1����Ui����L��s� 'I"esS�n;;�l�:cnrn(,iiPS,.�sttie�3t��e�Rrz?��3s, A;._�ti�ll�rs�t'r:s:tti�.€�� �i�C� °r��''�; ��` � l�"'Q"P"". �`'� 7�c8� k",��""a°`°� �a�e. lG,� �� — - <�� . L ; i•: , :.,.i'^n ' ...�rj . � �� • • �0 � � n o n ,, . � �� � - Q 0 - � �� - - , n �� a� `��� 'I� rp��91.,' "'"""it�L ts� ° ` , SECTiON — B ,✓"�---�'.. II 0 �.�..,�.,,-M-....� �R,_, � � I � I{�S�— sat roK-er¢acr svut Nei0o�5 �'�-= f Ib4 '`� t s0`OR iu1fR-/iu.SilES ',,�;; a o � � -�,��s , � -, 0 ' _, � � � __=�- _� w STEEL REINFORCEMEiVT ? � r FOR NW-Dff1lGY STAR tH00�M5 J %/ � �-� ���$t�� f� A ��,. � . , �-C�;�z'��t�sir.�i��s:v'r2II��a°'�sa��• -'�:� #����.3�;����nts�a's.d h•-�., �� E o�i4.� �. . 1 � i,'�':. d� 1�, �•�' , � . �,�. �(� ��a �'`�,.�''a` ' ' , .� . . , Q � ex��t o.cv�na+ 0 � �; . � ,�r�-� �� 1�wR e�t tiY'R�O nM'G K�lrMr�fl�J�OaliYO�RO�[E0�/�OR a�K RYO • �K oOf+ft�O�1(RRY.�i n[[f U RRR ld1 EO�EG�MI M�fr IM'1�tlf w!1��4 MO• �IC�Pllm w�pR R�Nrt.��eR�[�11A lOYlU01I R�K 1��R1rfi q tl�! b' K � . 1 3 SECTION — A ` '' �+--�cm��.e�o, s-S � � y r.e r1�..wM ' "••Mway r r.w ^'x^'�'�'Y; it �+��MMhw� 7. 'L r.���°� �TC *7�M J�� �T�!��.f. Il. 'r'�� l t. fl�C9. �� �c:.��aG'��= .. _ <j!�n�n a( J .� CRITICAI D[FIENSIbNS EX7EI7IQR PAINT � (�Rcd Dixns�ons=c��rcne u���s;on For Cpk- � - .273 [6.94j (w) ' t•�ewe DG�ensfons z Secoruinry Uc�ension tt�o'r,M,torer� ln Producti0n '�� � .179 j4.55] {�y) � ` �! B[nck DArtnSbn�Gerxrn!Arofi! DG+lnsions Q `'� � N t.730 [43.95] (y) � M ,rn. .119 j3.03] (V�) Rce cnd Biva Oknenslons te be n�y lo OtenenionW Towrauo 8lork �c " 1.563 [39.70] (W) ewe+��++«+.:w�eo e.nwe io+/-.020.n.,,n.e ec aEv � � rnv o .080 [2.021 (n) .695 [i7.57] (w) .i30 [3.30] v c G l .flso I,.z7� ^ l--, v � f v � ,`�,� `� ��n-, � y rn INTERI�R LAMINATE � t � „ .i30 [3.30] � � u 0 SHARP N N � 'O,o � .045 [1.14] '--' ,=, o„ � u � v 0 0 0, `.'" r, N t! � rn � ^ �. � � v � o co M �. O �A N O Nj 91- i � u �fl u � .851 �76.79� N � I N t0 cp p � p� � "�I .^. � � rn - O 4 'W�. ..� .._, VIEW A � ,n ao `�' q , cp � O �V T SCxL 2x � p 1 � �,:i;-i 7 a co � � f � ` � � � i t t � � i . .575 [14,60] (n} ,pi`:v : N � � •v � � .OzO �.rJ�� � ,: ; � � I - «� n . I c� ' ,n s ,' RO.QBQ �R2.03j o u f � # �O.pgp tR2 p3� O � Q � W f RQ O�p�R�� � � # o � � � 8 �----.s�s [�4.so) �n) i � �� { � �, r .__._..-•- ..�•�_ ;"'t B ` �� `�f� i `. :� � v�Ew B �f � I I � � scuE:2x y � � � 3 ` � ;3 v�.v v v ' r-, `" �3 -��c� � "' .634 [76.09� - �p ,ci, > �n��-, �o '-' ' �, " � ���c�`i���� 8 '�� � , °o� o `" ^j o N � u , o .ss3 E,6.as� � N � a � M o N , �;� � �' p c.: �. N ; ..._, � - � -1.930 [49_03]- � .88 22, 6 � � n� � 4 � q� 08 O> rn '-'� flp •-� � � (a ��:-°�..0 F=w�C�,':??ty�C7.�?r'?:�Y,7H+z.�i��$. � ``•,. �j, � �` 00 [O N '�-�,�p�Rn��•�����. � �318 [33.47j (n) � � w��r �, � � � } � ���f� �^' ��, .s��^ � �--.._._`-�^�"�� � � ^ � Ek�te i�' .��,,�,1.' �°� ` ��. �,� ,. � u , _�:.`1 REFERENCE DRAWING #3967 & 3980 FOR NAIL-FW VERSIORS U 0043 uk�fpFtE�»r�u,t�trn[ss; � ��, �,'-� •TMe-�«�.+�,-)i Premium #: 2010 n rei wn�us_osae u�ccss Morzn, � . - ...�...n.e wo�.'.>K�a.e n.c..w+s.w ce�e,�a.��.ec.aK..c ea.«..�s,e..c n...o � DINENSidW_TOLER�YUCES Q1N.ES5 lDTE➢07HEkV1SEh .w ac uatmre�ac�.+.«cs n asccr tio.co.mr.a..+uc r rrr w rm�o�c�m ar ma i .�c�.mk n..�a.�a r..t.�aur.c warn ri..rao.a aa�e ne a turws ww tw.e. � a - 0.999�•.i-oACB t.,2a�..7 sa S wa.a�k�oM, � 3001/3901 OH 1.000' - 2.999' • �/-Q6ll L�n] 3A00' -5999•• ./-D.016 4�1..,] t. �. �aa.a ubas o.ia � :_'�. 6.ppp•1 w�/-0.020 C.51nn) A 7� A1}+q�e PeMI Mtd 'r••a.�ar.'w'+-�«. ma� 3AOF�3A�1.DH M1EfMK wrt.t.�orAna�s: t/_h,twwr�er Nfede OR'fi, SMM► a,�ss . HEAO -,JALtB ANGI.ES • �/-1' r. _. .m.o..sw�w o�TE uMA= �E� La+ ;� � • E%TRq90N SON TC4ERAkCL 0.DJ�'/�.370'(tmen/ltttt) �' � �' dm',► �!�+ n./17. 4»� ' ,.." � �4117en [b� [M wa 5clu.[ ruu Y[.«�••• GGOf' 1,�lQQy1 XX �'� , � y .. ca�r�ca. ni►�kswNs � rn 1.037 [26.35] (�Y) (�iRotl Din¢ns�ons =Critteel p�nension For Cpk � O 'j �ci SHARP p .d �, 1.007 [25.59] c•>H+ue �,ens�ons= Seconaory D�nenston Mor„torea w L `� Tn Produciion M 0.780 [4.57] m rn ^ N _ 0.096 [2.45]-.�- 8+nca Oiexr+sion�Gener'a�rrotae unenstms 0 0.050 [7.26} rtaa o„e&,,.an,r„in„!o a nma�o�mor tcwe�wn e«k �` ' 0.100 [2.53] --*=` aoa w�+«uzon io w nea to.�.aao.n.e�s.a ot rev �9l ' _ - . � J� �� , � -.075 [1.92) o � w n • T^ � n �n .t?9 [3.77] °d u ,�, " N � � .--, � Q i,� � W ' ; �82 �4.63� ��� � O � O ^ �V. v O %S': .466 [77.84� �`�) o p o o a � o�i ° `-' ag� oo _.�:�.�z.�'� - ! 1 _...r�,.r�,5i�•� VIEW A �i `� � f � _ � � � (t0 p35�RO � `�� � d �`E: � INTERIQR LAMINATE � `^°� E � Q � � o � " ' � � � � ,� i � ,. � � R0.08o (R2.03 EXTERI�R PAIN7 1 CO f � ' D t r �_ } A o \.� � J 13 � 0.063 [3,59] . ,,ij• / :�_-- c�'.i ' 0.216 [5.48] .635=[0.89] J a �-�. a .421 [10.69] j N � .' � 5 � s . °p .035 (0.89 �,.�'�, �� � Q897 [22J9) 4.' , '�e��`�F�t�$i.�€cl�,7��� �,.ss7 (a.s.zaj_._. ,� � -�--2.509 [63.73]--� �..�"<+3; �`.G C•.',3?�,^�S�S�'-�`:i'?��`::�-�'d`�e."�{�• ' '' 3.250 [82.55] (�?) :�Y':a.�jCv;�&'•"s.'iit�'L�;�. �� a�? � y �20 [102.� 1� 0�1�J - .�..r.;w-1s�-��'^ . �'----�---- �..r .,....,..-..-- �. �, �1 . �"�, .�,�� O D3C�T l � 'L A�J• � oi v � .134 [3.4D]-. .- o - .� rn �p�p x,yi�°�°0f� ��f:+"s�:��• I REFERENCE DRAwING y3468 & �f3991 FOR NAII-FIN VERSIONS �mea�.ow_,;;�:,Mj ,' Premiam �J: 2E3��0 +�u.coa�ots.o�an u�s No,en � . ..s..n n x w�a.�.n d.c�ec.c.�c..e...,er.c xsa�n mrtw�wlu rc es.eo�.+.tw�..c e�a.�e DI�EflSTONN_ TlLERNKES<UfLESS t1QT�D"IIIfE�tvlSEl. ax+s vau�wo.c re ieonx.oeas a vur xw m.ms+uc w.*rt+a rwn a wx:��pxWiy�oe os/ . r1[�aucm w..oi a w r�r+an�e+mt�rwnos oI�cfN�c.r0�K11��L�Ka.aP�rA ' �' - Q�� � +/-Q�e�4�QY1� �. Qr`W OY�N RM 9 7 J 1.00C' - 2.99y' • ./'40ll [3d+�) �. ���� �. 300t/3901 DH - --.z^ZQ �S.Sg� 3A00• - 5949' � �/-OD16 44few) � �.w."i7. 6A00'+ • fI�O.D2O LSIM] �, rw eww3 dw �r.w.se.w� r��s ' 3AOt/31191 Otl - .600 (15.24] Mn�►t w�u.�ocAnd�sc �/_�ne�ner wm nwm ' � onw. :ww. aus r AOPED S¢L �t+GLES . •/-i• �, ,na.w�a� � on*[ ,rMAa Mia nne ' EXTRl1S1U'1 SOM 70tDtAMCE: 0.�39'/39.370'(t�mt/Y�tr) �' t � pttC/ Jns vf,/R. nqe a+�va�s �o,�sc�x�,se�ue ,tl„ n. ��►eoa�et eme t1t0073xx , �e:<; 3Y. e C . �� "°--. �����€�"��:�� _ ' sf., ' fi�g;;,;v,;,�$c E3:�i�.li�5 t?�°'s�•s3�3 .�z. - .� .355 [9.05� ., ;. CRtflCr+� ntHEnstor►s ���+Z��=���+�"+�o (d}Red D;rtensions = Cr;ticnt Dinension For Lpk .176 [4.47] '" ��� �� � ()Blve D�nens�ons = Secondpry II�nension Monitored .139 [3.52 � �'��� : t� �g - . In prod�ct�on .075 �1.90� �;a� �� R�` �" '��f�(,/r%'t Btock Blnensbn � Genernl Profrtt Uinenstons � .944,[23.97] (y�) ' j�� ttea a,a en,e o:e.nsta,s to w n.�e eo[�:nen.�td«onc.,9x� � ; erea�oar+A.� to oe nNe eo:/-.o2u.n.�.�.w oe v�a<�'� '"� .202 [5.14J (W)- 1.Q99 [27.92] (v) �-:=:�: - f� 3 r-. � .o4a [�.ozj 85• .654 {i6.61] (4�) � �--. . - v � � � VIEW A � � o e•^i o • .679 [17.24 0.291 [7.38] ,i� eru s:sx Q � . �• Q� � ^ �i � W�--� ._. � • o � o .a4o {�_02� m N � � r, � . a� � m ;�'ri, j ;QJit � � j y��. = � �60 �,.52 - .- , � � �A a M � R0.063 [R1.5 ' .060 [t_52 � , i� d� ' 6 � j O 1 , °' O1 t'(p.Csl � ? `�' �,� (tO.OB� �-R2161 .065 [1.65 � � ► � �„I r� N 1 V y 'N 0.050 [1.26] n �\ �J�� t � '"' " N �--O.t00 (2.54] (�V)W � � t .484 [2.14 1-- INTERIOR LAMINAI'IQN � N � .108 [2.74 ui, ��_�o� �� 4 1 ot ' '� o o .060 [t.52] (w) o! r, +" � `° ; � {-- � uf � EXTERILiR PATNT O � 228 [5.79) (�) '� � ,� q w +. .124 f3.t5 '•°°° � '.- 0.477 [12.511 (�') ,a� !O' �o�/ ;�;';'! L � -.m�(S�) N _.z . :�; � .348 [8.84] (v�) N �-,_._ 210 j5.32] _..__, _ Q ( ) - � o =�-.��'�=:� � ur+�a�n w�ue rmasr�ss:ex�mar .oes;:ao'~o�s E•;,,`"",.~,} ;�Oi [33.06] (�) '. , N��on .o�u'-'.�(r�} Premium #: 2030 .u.ca�Rs.ama w+,fss wo�o ��; �[�� w.s wr�r n wc►roro�+r a.�.x wc wc+.c�,io.no asea�wn..+co�ucw rc m+ea+w.ne+rc n��» .ne x uaun.�a�a we aora+r.aces ro xmcc�ae+�mroa�a.�wrr.wo r�«r e.o�w a»�un v mw DIq£NSIUNAL iQ.ERMICES <UV.ESS NQTED OTHERVISE)- "�'Q"0°"�"*�a""�"^•"TMa+�M`+m�eu.raa�a asoe wc ro e Rtuwrt wa ar.w. o� - o.99s' • +�-0.008[2on►d S• "'�E�.!S�H"� , , E� �{�.�,,�� 3001 1 3AOT 3 1 1.000• - 2.999• _ ./-O.flt1 t.3onn7 a. �o,�,,i o,�, �o��� 300���9/3A02/3� FULL SCALE �,000• - s�s• _ �/-0.9I6 [.1inn] ...,a...�..;�..�... .�.�, osAo/a3so 6000•� _ �/-0.020 [Sts.a7 1 °��0 Mo0 oR'N. SNfI� ctwss n 03A2/3/9/U352/3/9 xrtEx++iv.wuz�ocn� +/-Meda.won+Kom 2 a.�a�w:" pwsE una/+i �� a.n HANDLE,RAIL ANGtEs = +/-1' � � , �f � �� � (s�uti.s�i9f)... �xmusa+eow Taerru�: o.ws'/s9.s�o•(rmm/ueeR) � �pA7E EIX Na SCA�E a vAn,� ..�*� UtQfl78xx c . , - . CRIT]Cnl. DIHENSIQNS � EXTERIOR PAINT Ca1Retl Drr�ensions = Criticnt ffmen5ion,For Cpx. • O +_ t)Bt�e b�nensfons • Seeondnry D7nmstan Xce�itcred ]n ProducY�on �� i.099 [27.92] (w 8tock Dlnpnsfon = G¢ncrnl ProfRe DkxnsFCris'-.. 13_s � ` - �j 0,202 �5.14� ��y� '. ReC on0 87ua Oimendmr to 6e tbtd!0 0'memaend TUKonc�a Btada � � � 8tedc DSmenaron to W h�ld to t/-,02D Men vud a!P6p t7 � ---" � ''f _ " p .Z52 Efi.39 � N ``� INTERIDR LAMINA7E v � .042 [1.06 � � r-, � � � , � - o " �.m,� .ore�..�_ r'�J o � . "s-r�o3��" � � co :%'.'�2� � � :35.^+ f`I`, FtlLL SCALE '� v z`'�- scwW sg �f t` .06D [1.52 g . .060 [7.52 .357 [9.08� �+' a ''_.'•. A .176 [4.47 � .� ;;�, � .133 [3.54 � � �cv � '�g5• � � .075 [i.90] �� � �N �, '� � `•� '; "� i� � -- s j ' � o; � � ' '1 - ^ � \ 1� • �g n Of� t l t� C � '�r v v .M-.j � � f) � � .d50 (i.26] �..., ro �� , � �n �� ` o �a s yj �d � ; ' V�EYY f4 I�A � �-�h�. �.�9fl �4.82� �'�� � t0 ��" � u 1 i}•,q +�j � `-' 0.100 (2.54] *� � � ! Scu6: 2x v f - .- � 1.3�1 [33.051,� ) "�' � � � ,� � �s`"� ��d���R��� . � �` ,�. o 0 �� ���� 1.555 [39.43} (S� 1 � o /� ,�(,.«.1 ` a:�;e��snc2t4s b�?�S3i�s�• � , UNSPEQFIED MALL TFnQUtESS:EX?EFEOR:!.065_.ms(:�.a...] ` 4 •a �' �EV:a��i$aY2[lh��. •LEf t�r � r,,rEasoa: wo_:,,a�:w,.� � �' , ac corrx�as.o2aa cm�ss xa�n \ � .� � +�,,.�'.', � - '`--•�"'" � �r.s. ('`,Y Premium #:' 2050 �'� � tc1..•e�;,G,-•�+�-�"" a+t swwe a M narun v rcaa.�c re.�rv�•nrw.w acsa.s wfr.eo�e�o+i+e.cd�a�n.a ae:+r[�o`.am D1F£NSIONAI T�ERANC£S CUN_ESS l�TED OT►IERVISEJ: �f'�� � t i •*�*t w�e�rowc*c rerc�rr.am�ro�evta sr�mum+,c uur.we we�s e«oi ie�c Axm eR ow 0' - 0.999• _ +/-0.008 [.20r+n] / l ++�c�v�mxto�w�ar a w�,M+..nwir*c•ena rt�eaa v�caee rt ro e�[ur.0 urarebr+n_ � ���� � 3002�3�9/3A02 i.000' - 2.999• _ ,/-0.011 L30nnS � J '�'N 3001 B 1/31441 j(3A8' 3.00Q' - 3.994' s •1-O.Ot6 [.�Ir,n] �, .s w..r. . s� 3 ...`�. /3/9 6.000'� • +/-0.020 [.SF�,n] ' � �.�.w�w ...�ar wy'w`r•�... 03A0/0350 s+tv�u wu.�coc�Aati +/-tit.:er��an� ow�a. �.� cu�a K 03A2/3/9/0352/3/9 AN(SLES R +/-Y y- w�w iw (We z ,...u a�.a LOCK f+tdiL - oA7E �:/�e/fZ �REA a� ' EX7Ml�JON D0�►TQE/tAMfE: 0.03D'/Jl.370'(tnrn/Wta) t am �. ��"�►0a'� pa.�+ �+o n./rt. arsr �SLAiI.S�I) ■cr+sas fen ca r. �c,.sons /e.h m��,sc�c� a ti.n. ._�o�cr tooe UI0082xx a _ ,� , -�-��, :1`s�.t.:'t.:c�.:�: #v�6.ti. , , , . ��h 1..;,;o_ � , .�.a k'.`r:.�- d�"�� �` � ' • :Geu.J-^��;YY's�'CV11:�.....�. ^�� _ �i�P.��Z9�t"�� CR1fICAI, Bi?1ENSICMS LF>,,, f s �,,,, � ��. 'f (mRed D1nen5�ons = Critical Dinension Por Cpk ' �'� �`� s.rr �' y'.,� CyH�ue Oinensians = Se[ontlnry Dir+ension Honitored TNTERIOR LAMINATIQN ����..�ir�� ��� [39.98] (V�)—+► In Product�on 8lcck pfe,errstw+ = finernl Profqe Alnenslons .202 j5.1�F��y} Q3.O S 9 j?�.9 1] Rtd°"d B�a°K'w^sso^s�o�nxa�e wm.nr,on�ra�a+ce,sia�x 0.206 [5.27) (�) B�aR a1m�n�ta�to b�M�A!o+/-.020 wha uud at PBP, � 3 �-`-'-- - .042 [4.06 $S' 3 .� 3.6 .654 (1b.63� v ';��;i��! EXTERIC3R PAINT a 0.276 [7.00] � i "" u - ° 0.138 [3.5t] �` ,��.; W �C' I r� � � � � i Q+ �� N' d CO M � O _ � O O � � � .oso [�.Sa�J �� 4 I�� _oso (�.s2� _ , i j ll , A � �, � � �u�� sca�.� - ��az.lsa �, % ' N � �. ,� ; � ;� _ , � � f1 ,�r A'�I"�''� � � p v f � O.T05� [1.26� � u'-''1 +v��� -- � o ai c G N � n p . ^ � ,. .., � ,� �► " o.�ao [z.s4] � � � - _3s� [s.as� � � a� �a N � � TM�- � � ` �' ' .176 [4.47 ,,� �* � � � � r� o ,e.e �' a .r � co j 139 j3.54 0 0 ,.`"3 'n o � ra • . �o o� ,� � � � - .075 [t.90] ^ rn u �i , '= � • ,_', " a � ,� � � o v� .04d [i.02 0.477 [12.t2j i° � � O � " '� � ► N N .165 [4.20 ._ 0.348 [8.84) � o � '``i 1�3�t [33.05J (}�+�-- N o ��,;;� r--� �-• ExT£ 065•.ao� .u.�. � _,- � � ��a�►�.�►�� . .�E.,�� 1 `�------_.�..�.-� _;�;�i,,�� �,�,�: .�_�(:;�� � ����;f . . � '��'0�""`��NO7� � � Premium •2440 VlEW A � cO #=`.... SCat.E: ]x O `-' • +.Mw*^"`se �i�sTro�'n�+eciiawr�a m mtn n'�Ooe�.�k.�+ue�wrs n�e+r�m se aa�em�`a�aw • � D[MENSICM7AL T0.ERANCES <LA�I6ESS kUTEII IITtIERWj$Ek �![�q�4L p w►�t,�nauf vt�mlLn�pd4lpir p�,]Q sG rq s K�w�Ai aPoM'EtrnD. � �• " �'`�• _ +/-Q�F�"'^) � �..�:°G1j • s t 'a `�„�1,�r{a_ 3001 360I/3AOt/3A9t . t.006' - 2.994• = a/-0�21�[.30n'+3 - V � • •3002 3 9 3A02 3 9 3000' - 5.999' _ +/-O.d16 t.�lnn] �• �ea.e.ea r�..ae.a w...sti�.�w'.�. rr.ua / / / / / ti.��f : +/�Q� �..3�lY7� L � CC1� S �w b �R'N. SMpa G�5 N �NTERlI�t M�tl LOCAItONS: t/- (ntw�or Nd�MSmh � ���a,,, z � '"' ^^ pw7E t2nshz �E� aaeo KEEPER RAtL ANGt.ES m �/-I• ExTRtrutON 80M TQDtN/CE: a.039'/39.370'(tmm/WNr) 6' .a».w.srt�`�0. �- pt wea om�•� owC! aon *r. SY11LL Sn99 /�, aaeo � 1l£N90NS /1MlE Ept Ma , 11E1�9pq$ /pATC Ebl�to.SCAl,E 2x 4AT1, "'r�r��E LI�OOSOXX y � � t"lT tc>� , � CRI7ICAL OIHENSIONS �Ii�ITERI�R LAMTNATE . colRed DR+ens�ons = C��t�cnt irnension For CpR ' (+)Btue Dinensions = Secondary D'evens�on Maniiorea In ProduCtion QEXTERIOR PAINT • . �n�k rn„�,+u«.= Gmerct Profne nr.�.,s�on:_. .__ �� /� .~��� RaA ma Bkra Am�tiona to W hde to Uirtanimat raermc�n�6loet .!2d2'[5.14 ' t.098 [27.89J (+V)�— ero�o:,,e�«��o sa I+ciE to i/-.D20.hm umd ot Pe'A ; \_.._,,._/' ' , .. . -252 [6.40 38.5. a , . ^ � Q Q � .040 [1.02 � . � u � "~�� vf%3"�F"a6�;��fl.#F�EPc ��]�, '� '—' ��-�. � � o o p � a' N �, � �S��A.`R"�`o,�.3L'LS3SFt,L'�`!QS����1��S ^ ���f)AS�'�IK?ZP�. fj' , � � FULL SCALE rJ a� � .oso [t.5z] ''���-4�.'.�—.-��� � M ,� .050 [1.52 � g • •� ` A fla��� e,�� ��,� ��• �G�' . — '�% r .357 [9.08] � � � '� o � .i7S (4.47 rv ; oi _ ._� R0.085 [R2.16] � �� .139 [3.54 � ,' `-' StrP. (a) •� • ' _075 [1.90] .�; � � — � � � .Q64 ja,s3 0.050 [1.26] � �•� �'• .108 [2.74 n o , � . � �, �. a.ioo [z.sal ��r� u G c^ " i � � 'n � .. �. � m „� � " o o �a s� `t' � � ' ' �ts - o " _ �-' � o ^ d p ,.� '.. • �,�W A � � `=.124 [3.t5] �:a�;c�� �; � � � - .- � � .210 [5.32J .o���� � .� �� , , SCAtE� �x ._...- , ,; �- ._ —7.301 [33.04J�({�)-r.` `" � � f �.007 f.1Unw�) a ...� � i.�r tn+SrEQFlED wui 7MCo+ESX Ex7EladV.o6S_.eoo([.�s..) 1 , Y ,. � ����oa(.ts�..�� ""-C0�-0�°"""s'E�N07EQ � Prem ium : 2060 M n�.T R wr nv�an o,e�ec.e n[�o..a+a i+e otsat mrt.rm�ad�rt mrmn+c Ne M[nirrm BI�ENSI�IA� T�ERANCES ttxR.ESS PII7ED 07HERVISE} 11N]C MSASlaCwG M IQpMR/p4(S A RRR MR m/COfRII IM7tS 1NTlM�q MOt 70 K'I�aLm E!Ol( w7C�V�tr20 r�Ktlt OR�►A�[.rrart M�ontw)ae�aPl ls q!K K r0 et�tVwYIRt aa CPwa � - p.9gg- : a/-O:Oo6[.2d+n) �a " y, m�az.a a„ca�,,, ''�TM [ax 300)/ 1 3AOt 3A8' I.Uo4' -2.999' +� ��-Gmi C.3onnl � 30pZ�99%3A02%3/9 3.000' - 3.999' � +/-O.Ot6 44ter�7 . s. s, w.ew cawe o+. .a r"� 6.p�p-• • •�_p.pEp C.Slfw) � � ea.�w..u.w... .n.p. 03A0/4359 a+mor■c ww,coc�rars: ./-Muea we�awn� . •«��••�a�,^•� orr•r.. :.ws a�ss N 03A2/3/9/0352/3/9 M+fi[.ES � •�_1• � � 2 0�� iz�enz utE� aHr SSIL£ LxTRtlS�C(+Dow TOtQNWCL• 0.03!'/�9..370'(tee�r�/lhtw) e. ""''�"S�5«'.5."` [ax t. yq�..r rwi yt.e� mx �L�F'i nae Stiu1.SA94 �c�vas y��ca�.. �sa�s /o�x rar�.srace x� wtt r.�t� U1008t xz .355 [9.Q2) +/- .0�5 � � .:�:.�i... r 253 [6.�'42]�� • �� � � �-.. • � `�o- � 0 9 � �� ' .191 [4.85] o - � Q '� . O� I��J �-..1 �p• � � Acrun,� stzE N , O T , .. /'`' j� Q ! , pvc a,rax�« _ ' , N � + �srK n-22so • �s - eo __� j �--� f � �? � ' ; M ri � � R�.075 ('R� � _ ';�%-� _ � �� �- s � � � _ � �� �� . �.,� �..' Q' -oV, � �r����a��� o�r� �r � �����. �' '���'c�c�s:�ntic�rrst�t��aEs. ^ � � �-.�'c"lR�t3..i�5�iY:TUtP+tl�.. � � ��,,,� � � C, , jk��+ � �k'�.`. �".,,^"Y�`t''��,�� �{ aor.g - ^ v .088 [2.23] (�)�-�- 1 � � �G'.;���� -�. ��-�. ��:�� o �^ � � �... ``�,, `V .140 [3.56� . • ' � U CRITICAL DIMENS[ON3 � � ,2�Q �7,09 (n)Red Diner+sions = Crit�cal Dimension For Cpk O d- . � ' .253 [6.41] (wlBiue Dinensions = �Secondnry Ainension Monitored REf. ]n Production .340 �$.. 6��' Biack DiMension = Genernt Profle Dinensions 5� , L� ; ._--�...,,, ^--.,__ ,,..-'. �,,,,.,;�� . EXYERtorr O5o;""" Ade t 27782—EXT UNSPEd�IEp WALL THIpcNE55: �N,,,f'�d,r„7 P �: INTERIL3R: t iawn] n.s an�r rs ne rRartRn or Ksoc we.�++t rraa,�ncw u+o aswws caa.++w Ne�v�a carbt�nnu.iv+o u�fubaQ+Eo �tC CORNERS ,d20R UNLESS NOTED , xtH nt u+o�asT.�o�ie twt aeoatwr�rsacs so recsotoT nrca ca+c+axtw.w,�n�ms rmxr a r+or w eE rn�n ar onex RtSL REPf70RfC7D M AIOIE pt�I PARf,iATHdR 1!E�fiTIFR P£H�NSSION Oi'Iit90E ING AND R RC7bRlt/,D�E UPOl1 DEVANS.� DINENSIDNAL TpLERANCES CUNLESS tVOTED OTHERVISE>: 3 ew� dud�p� w,�t�' �OOI 3901/3AOt j3A61 069 • 0' - .999• _ +!-.02o t.2onn1 • • 300� 3 9 3Aa2 3 9 I.000' — 2.999' _ +/—.0I5 f.30nttil : x"OSos'. ~i v.a`e�."z�o � � � � � � ���+-�•� *�-� 03A0/03S0 Z• °�.�`ro a�� o �S � �a•N_ sx,� ttass K 03A2/3/9/0352/3/9 ANGLES = +/—�• - 3�s•� +�•�� DASE 3/t3/73 AREA 0.ttS GLAZING BEAD EXTRiJStON 80W TOLERhNCE: 0.039'/39.370' (Smm/Meter} ' � �• ��G�tKd Dim ,� � p{2wC� �g�J K7,�Ki o.0�2 ••• .,.........� ,.n...r e...... �...�.. .... ...t� ......._...�PROOUCT CflOF I IlnC1R�1xx — ---J � • � . .. � . , � - t.386 � c�martR+�eaovsL. _ , �-.-/ • - n�ts. + . 1.142 0.244 �- � � 0.163 ' Q.OSI*:OD3 0.047 � O.D65 , � 0.281 0.126 0.216 0.346 ' � _.005 , 005 , .�,�:., — ;; n�i. .�.... ��s.daB���LT��s e����E� �sz s�zr�e care��ii�s�v'�2ka•-�s�a�, o.9sa ���ichs��f:��_ �-- � 1 i.o�,, ��.�,�..����_ . � J r��'�"—' EfF�_�"",'��/,.�"� �"�a � G,�O.•'`� �_...,.. i.313 /'i.� � �� . + : , , ,., :� . , 90' -' D.065 .- �— a��$ 0.053 5' ° Q.D53 • 0.065x.00 0.295 -. � 0.177 ' 0.043 0.043 � ' ;. 25. ,v sL,; � 0.67D C�"f`' I - �:i%,�'' 0.807 EXTRUDED POLYMERS o.a29 .ols FOR GLAZING 1NC. �'^ '��� ���„�fe` t2os oenner aive Jl�aera,phb 412Q2 �0.894t.01�. ' 0.2Q7 �---� � (3I0}995-97TS fax(330)995-973� �'`—•---�" """"""'r" 5940--fl1-00 "n t13.16.05 i.2o7 — °`�,"`" """'°" UID022 � ° ACTUAL SIZE �'°"'"""" . 7 � """"°' S940 "` 5940QIOQ °"'""',dN .7 , r . ;i a . • Sectton propt�tN:or 4►r sN►cted Fee�or t«k�era • Mee � 0.16 k�crrs^2 _ � Cent�dtl rHathre !O Ovtp�t coordnnte systrn eriph( Incht:> X R 17�3 ., 7• ��.SO � tT�_ z> >aes . - ilpnents oi'inert(n oF tfi!erta.at tl+r[entrolm C InC►f!y � ���^������•.S Y��..3.p�� < 7 ' 7: .. _ . �R$R ai d►�SA Lxx �Q00 Lzy� -Q00 L7ti *ODO O Lyz �-OAO Lyy+Q.01 Ly=� 0.00 Lzx �aoo uy� e.00 �z: - anz �8�.s�s�ca�3�fi�s��3F°��;�,�„a y��. Pde� rqrxnt a!'inertln oF tfie arta,at tM Cenl�pkt� +g�ia�iTL���}�,�_ = Actual Size � 402 Fi[IVS " 1 �npt� wtNen prtnctpet axe:nne pn�t ex�s• 812 dep'ees � �•'�.�F 4•' �% " , „ Pnxiyei nonenLs os inerth oF tM erea ai the centrotet C ;��,��i� .�� � '� � ' - InCM1[ " � J y'.f.�� � 1x• ROD if'-'-�--. lY' a� �i _ Monentt OP herlh Of tht erfe,ei!M wtpaR [oordnat� ° systee.C lnchrs ' � ) LX7C� ��.17 L1fY'��Q93 UQ* 27$0 ,. LY7c. �D.93 tri. 6W0 LrT+ 23.7e �.` tzx=�.so Lzr. zs.�a �Zz� ez�+ _.�°!t.a23 � �•-- ---- � �.__....-- — --- i__._ � ��+ �_�. O.OIb ______,�— � 'CBI"�f� �f?C � � — � - ,�. � � _ j i` r�l t ;� �"�i �'f E f � M i ' !-'—' -_.. � f I • �� p r/�.007 l?_....�__ '��...._---------- ^t�i��755,� .. J �y f ......_.� � �- - . R0.030 TYP CRITICAL DI1lENSIAr7S ' � �c1Red D;r,ensions = Criticnt D'menSSon For Cpk (+)Btue Ainensions = Secortdnry Dtnpnsron Mon�corecc Blnck Dinension = G�nernt Profte Dx,ensrons na[a nxcmu aicvc r[ >rz � D'rnensions tnker+ after ptnting ..�,�,��,�, Aw K :�nro p�°�e� 7orstonvl= .0625' pPP 36' . �n,��, a�o i�7�E_ Bow: ,Ob25 per 36' "�`"'"�' ' '�' "�"K ' Lock Reinforcersent ,h���� � Alt IllnnehSibnS +- .0}5' un1t55 noted "`r�""0C a°" �c� ,o„�,,,,.,�„,� ,,,,�� .� SMa41 and r�ed �ock Rai Maxinun End �lare/Burr= *ithin exterfor � ' M������ �, totern„Ces ����K����d Rev I' 7-22-13 7L�S6tom�os�i � ■.o�od�....a u.�.ci Alt angtes nre +- 1 deg � „�,��,,,,.,o.z,,, Revision Date N ssss i ws�c C 39R6 w.+rn.�,.e r.xw � Srctfon prop�rws e�the setected /nce e!sr.att keeper reinforeewent , • Aree � 0]i Ykiw:"2 � c.'+srwe retntirt to a,:y.,: c�rw.ce sysee+,or�yn�<r+ches� . .. � =``°�/��Cf�'�����f�� ��Z��i� , x . 2o.ac � Y • 15.69 Z • 2d0 (� rtonents aF v�erta oP thr errn.at ebe ce.,vow c tnch.s" t � �t S-��e�ttfit�it�.s'fY3i'�T:�+�:�:4� Du� ' cxx • noe �+�.aoo ��: , a.eo ��- s�• o.00 e.yy•aa� �y:- o.00 i�_�z3fr.s5:::t�3t�Y��. - r.z=• o.co ur•oao �a • aot M* '� c - ��: �� � Actual Size,._�� PWar a�onent oP trvrva of tM eree.et t�r e�ntrad= GA1�ncnes ^� �f�"`'�,"�^'��� �,/'�'c - Mp«netmn{rincipnl extY�ne pvt sx�s 3-i.�0 tleprws I ..(��cs F��'"9 '��-✓'�� '9'�- .o;vi\ , Prlxbet en.unts oF►xrth of tM erite.�S W cmt�oib(fncl+es^� ) �f� Ix� OAO y Iy� R.OI ' Fbnentt of Intrlb of thc eree.et tM output Caardfnatr systn.C tnCMs ^ � > r t)tY�27.37 tXV.3s.9S 4x2 •s.45 �n(�)� trJt+3�.lS Ltnr-�580 L�'t�3.s3 �%.7C f j L2X= �.�3 L2Y.3.t3 LZZ�y2.29 � --__..__ _� / i�V.�O"I � ,i 4CLf?G. . . .�.��_��...� � ", . ' , � f 1 I. � , � t �.- � o�� ��e, � I � � i ! -���� . i � � .o- �- ; `� � ,-�- s & �r��� �,»„ f! � - .` v � /. r� ��:� , �..�`_._._}� ` `.i �U�U%J'���.�U7 '}i a---� i�,/f , CRfTItAL D!ltENSIQMS (mRed D�nens;ons = Criticai IIir,ension For Cp�Y", (+)Btue Dnens�ons = SeconBary D;nension Nonttor_ed Btack D�nens�on = Grn¢rat Profxe Diimnslons C!';i" """"�"�"��"�` '"` '°K r«�ct Wee: UYpI35Y.X Dinensions taken nfter ptnting „c,,,�,�,,,,a ,,,,,,, x z,n,,, torsionut: .Ob25' per 35' �"" � ;'°� � {�tE:2,D keeper Bow� .Ofi25 per 36' natiecxcwc , �w•rK � "�"�;""' "�` Reinforcer�ent _ A!l Dinenslons +- .015' unless noted a9t1z ,,, � t,.�.x t�4c+.xinun End Finre/Burr� rlthin �xterior M��„�,� '°"�`rt• toternn�es �aM���^�� Rev 1 7-22-F3 �oo'�to�mo s��a � �'�"ro'•'""K""°`Revision Dale rxws3i�sa� � 3997 A(I' nnMpe nro +- 1 rAat� ,y�wx��n.er.aar �n�� . ., S - _ ,, � . ` _ -._ nreu - v.aooz ❑n.nrs c Centroid relative to sketth origin: C inches ) � � - X = 9.4533 - ' ° Y = 6.8154 w . �.�f�$�3����i�. �@S�d'� ` Centroic( relntive to part origin� < inches ) �a. X = 9.4533 � Y = 6.825� �'ES£�.:a': �;�tF,i#r�vs�Fv�`,.�'�'!�f4�ns Z = 9A000 y��a�YiG,'is 3Y�,�'?L4b�, ([ Monents of inertin oP the nren, nt the cer�traid: < enches ^ 4 } �.�� ����, �( �f lxx = �.OQ40 txy = O.OQ2t � ---�-/--�.�_ Lyx = O.II021 l.yy = 0.0309 ��'te l�'' �'''G7 / f �-� ��� Potnr nanent of ir�ertin of the aren, at the centroid = 0.0150 inches ^ 4 f jf � AngEe betreen princtpat axes nnd sket�h axes = -15.5938 eegrees - ACtUQI SiZ2 Y . Principa! nonents of inertia of t»e QrQQ, at ihe centroid� c inches ^ 4 ) • r�-� . �' Ttx = 0.003�4 , My = 9.0115 j��� ]i� % ' , ,��, �--- .._.. ._.. �_.1___.W.__ � ��`�� --.'___". __—.—i `.J."'..._....� _' ." i 1 �V � ! i ; j . � ; I .�.��, R0.030 TYP � � ���•; U`� � i"� _ c��,' `r�' �--� � �,"_ .._'� `.. � .._.�+ (ni' '�,, ci f'� ^'�, 1 � J,��i� 1�-�.i1UQ s � f•' �'1� � - `� �� � . `' � ' , j �i g i � �...._._.:', I 3 --_._.__-... �. -�----,----- ,...__..._.......__ .._ ..._�.�...._._.__.__.__, I � ° i � � ' ` : ;� � f f i �..._—.....`�C,3a3 __J � \>Z� ! ` f �'� cm��'�..� � I�.�----_•-•- � . �.. _. �� .;yc.:.r.c. I " � , ` . �`` 90 96�� ; , _.__._._..._.,,.. ...,._._ ... �_._._....._.._-•�_.J---'"�.._, CRITICAL DIIIENSI�lS W-- � �./J � U (�Red Dinensions = Critieat D'mensian For C¢fe�. �� `� �� (•)Btve D'c�ensions = Secontlnry Dinension Honitored ln Production . Btnck D�rtens'ron = Ge»e�nt Profde D'a+ensFons uctss ancrnu atait ..t uu '� DtMensions taken after p[nting ��*� �w x z�A� r�o,�+cw�, urm,a�o� : Torsionnt: .fl625' per 36' •nnwas Bow: .0625 per 36 ;ati�q�„� ,�,� ���E ' �u....a , ,�.�, A[l Dinensions +- .015' unless noted ' �yaxo.e� .s..R Snall Stile Reinforcercent rttA�0.vaR u MGxinuM n8 Flnrp/Burr= within exterinr „�„�„m„e,K �m.�c,a �y toterances � Y~��A��"x' Rev 1 7-22-13 aos<o tmo s:eei P�N6I1 M�t�Rti 7 Yo � Alt nn Ies nre +- 3 de ��Qp�4��� evision Dote W;�,�Ms���c�ac C 3998 V��N1 M Nn�P rt�ia d '