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311 8th St (vault) 7 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027274 Date 11/20/03 Property Address . . . . . . 311 8TH ST Tenant nbr, name . . . . . . VINYL SIDING Application description . . . SIDING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2610 Owner Contractor -- - ---- ---- - --- - --- ----- ---- --- --------- -------- FLETCHER, LYMAN T. PERMALAR INC. OF FL. , INC. 804 EAST COAST DR. 8841 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 721-2227 ------------------ -------------------- ------ - - - - - -- ----- ------------ ----- --- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2610 Fee summary Charged Paid Credited Due ------------ ----- - --------- ---------- -- -------- ---------- Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 00 . 00 i BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL • �I �h O Cc. �r�L,fir CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT 4L. Hi99�ns J 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS r� Permit Application # 0,3 - o? a`7 Property Address: -311 �sf Applicant: �er-mcr t =n 4 t Ls-tri-r-S Project: -/In tA This permit application has been: Approved vi nd a follo b ' ms need attention: l t . Please re-submit your application when these items have been completed. Reviewed By: Date: t� NOV-19-2003 08 : 12 AM PERMALAR 904 721 7682 P. 02 r SIDING WITH A REAL WOOD ATTITUDI ` +•• ' r ;<,'1~`: .r,' I':very Reynolds�I)esapeftkt'/f!t I sNlht vk &; r K r;. ¢Irtlwlt#4X1 mulch cut Cc(11f•Rrain trz!Un'ff=µIre ynit)he 1tllll;of etnl!illle cVcI4r WRI,Ile hold rirsl9n:uul 1111{t�Iruhnlr Ills• 1 h(;xlllt(!�kt+I+mvl(I(+q CTLs%IIfly hrllliv KI1'hllg Willtglll 11N' n` ' SIDINO STYLES • n,lldlh �' 0,1141,11,rr1 Chts9eake Vinyl Siding panels are m spec, cations: finu[actUreQ t0 • I)nla,l,;S° I I,�y� • IMmh!r 1 0 Pff"ICAL DATA DATA Taco,11rwM1/' DaIda Tisch rk.1hlr l' e 1 • Pvw!1tleMrnww .MS(•i ,non • bmaae e•Pwolc,7.1'R Pone!PP*PeIww S.A• elwnlnn,17'i'WWII PAW IIMkv,n1fV w gwjr hnln,.elnttnr 12 COLORS: hduplt;laae•rarerrAIwre Dwoo S'Pwlsim 2.1'bpann.12 IAMIth cmrmitw hckuad•i 1pue Her&Wm ttinlwe Ww+a0 MW 1.t•edr1q antm , ' Lock'grNb nnalrrell Ind Pnenol{td `;;.�.'1%:_.,.;'':',, ;.: .:• IlpClt=tCAt►nf11Q ' CIVAL 11fiUorm low At,w mAlntomal Nm At APM I/n1+I Cwyul I Ig AP vll NI Pralow mic or eked pw t(,ndyM h'"et(74' Vlr'iufllNnn,• MJ M rAlydAeeunn(fir M Id PlcElldle A P Ifs � U v c ;? FA* ' t Oi�rA(n.+h7g1 CITY OF ATLANTIC BEACH �. elYHlr,d drwwlw+lA An IMdry,eMArol AJAIWC TuhoMler/111"KIAl1 e01-1011"Id IM(let=me of ojI BUILDING 0 r:1WI C E ., -. •1.� I1(e,q hwtUl Dn1ea Vh•rrl leMe61Au1ito hillitt161 auVAW ON rt,•A,rIM••er •• ••^ q IAfI IIM[Matgn,Ag1f 4 ! Ipudit ne l Inca lit 1141111111111A W4 sto ul,urla, MAR 2 a 2002 Aa1MIMe M1!+1 "114"COP M Inrn K,iir w11ue•JM 11e640 11 Mf10 D-Wli.Mu prnwum ��, •�����„ AIM MON SeMMIW AIMAM Q49r,r/rlrMl 12 L ':Attic AIMM.1 1'IrIMr1AM AIAre TEST DATA D I`Itnl11;17.1 W DATA Iteynnld�ala,tllfcri you a full line of nrut hh1l;slrrncwlnn ll„r AlItinkep 0%01 Ira,P inclttrlin ,comer p I iMp.o�eNM'^u r R rlelt Snff 11 t;Ind.;1Sr i 1, claw I wWdlMdr Neu rmlopf ner,r M=IM Il, AIlrt,u tbillomw rI1S On, THE EASIEST MAINT[NANCi AROUND iprtf°'o•' Nelle 111110-11 IAeA}!I rilA•MI Aglure I � i-tint allthe tints-amm nfing repairs llsinciotccl will,Ir.tl wwTwten+eet OMIT IH'oteneGllk,Xn ►timetorw Mea ,Int Kms,ChmAlte1ke vinyl M(HnR ttl(k 11111111419.And it drake Do"IMeu never tote•warl>.c,Neely nr Aakm lIi;t give It a Alml,le Angp Ind PeU coM=Aieuon a'1D !!' r rink!II(1w and diem'Irl ktCp it c.Icnil. Adl tAMln•„7.mpcMA" 1,11'► •71,r►rwleA r coww red wA 6rw1�vel•.mI lM.ded CMW4,PW wo.l awe.ad+PNy w Wq cw.M r arwA nerWl a MW16"wal a Beer• A WARRANTY TNAT'S ON YOUR SIDE cowl UL"MT IDATA, Rlt)IItlkle JIMI(ele VoUr 1IMIt for;1 lifetillx All ReyTwitis VIO►I SWIIIL It 111111h11(lecd hnM PK compnulxl Ihal meta nr Olceoo All Ask►+ff it hill nr renxxkler for;1 espy of Posers s 0flo of 111.3(psi791or either clue 1,2 nr)OenrpnlmQt the Ilfellnle Ihlitrd urttrl'1t1Iy for Ow.sillubr Moduhul or WAAMq(Mu) •6.9" Onyl 9011119. IM41mt+rtO110nOth•7),1•H M t IAAn of notch) Itr+d ImpACI 611'11110 424(A It IbAn of north) Dollto Ibn IllIM antro Al NA poll 1a•C �'•. L�w'7�w. CMIRUeMr N fJMM Ltpangnn(hV=n/•P) 1,15 AN A,t1M,11t 1d,M1 and FM P ilm; ' 1 M 1 (to A Are r.IMIe'Mr11wA M Vrn 1;09*wo.♦tfll A4e . w.,wr Mn,4'"'ll��LIMA Mtw were In W616040 09%AMV A.1 IP AwwA,M Ial,*wwwo N MtM 111-loll"to 11pa M WANW,h WA MtM 0.6114Cnntlllt IC 11P1111r CXtrtint'Sy.OJN.111 Il,;ll enhynCes the I)cnt.ly rind vt;illc of A P P R O V E D ®inv� prntr hntlle CITY OF AILAIVTIC BEACH BUILDING OFFICE r,,�rrAwL�P•�''� NOV 19 2003 i By: - ��, 1 CITY OF ATLANTIC BEACH oil SIDING NOV 18 2003 SIDING PERMIT APPLICATION Date: M111m94Q Job Address: '311 9-1h S i'"WK KL Owner of Property: 1-Y111AIL! 4- -jW (71 Address: 90q FA-$7- 67A4 PKI e'en ATj,6eM . ;XZJ Telephone: Z Y& 3 76- Legal Description: Block Number: 10 Lot Number: Zoning District: Siding Contractor: ~)V-PW 1"t9wymif-S Contractor's Address: �R g qj tl71'G. AI-Vj9 Telephone: 7;2, /-2.22 7 Fax: 7 d2/ -76 ;9 Describe proposed use and work to be done: %K YL S l DWC— Present use of land or building(s): C Valuation of proposed construction: *,2 G/Q, mac`' 2. Is approval of Homeowner's Association or other private entity required?d62_If yes, please submit with this application. Procedure: In order to expedite issuance of permits, please follow all steps and provide all informationas appropriate. Incomplete applications may result in delay in issuance of permit. Step 1. Attach detailed information on product to be used. Step 2. Attach details concerning attachment of product,i.e.,fasteners,etc. I hereby certify that all information provid with this ppli cation is Signature of Owner; Date: i I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction ort he performance f construction o he property. I understand that the issuance of this permit is contingent upon the above information being true and correct d that the plans d supporting data have been or shall be provided as required. Signature of Contractor: Date: // 4t 800 Seminole Road .Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 .Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/17/03 1 Address and contact information of person to receive all correspondence regarding this application (please print). Name: 1z Otf /_w1C q Mailing Address: Telephone: 7 91 x-029; 7 Fax: 72/-7&—7& $vl E-Mail: e1' /'1/S., gq,-n AS TO OWNER: Kot, %��� Sworn to and subscribed before me this a day of !/��l�'( 2�, SION State of Florida,County of Duval //666 =* • �.� Notary's Signature: `' #DD082079EZ/Personally known <� ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this Jfi'th day of 200 . State of Florida,County of Duval 111111/ � Notary's Signature: L7zz a c.LygCh� //15" Ys rA9; personally known a o — ❑ Produced identification *: `� �. °`�N•t*= Type of identification produced #DD001564 9• T Bonded lhN pQ�� /i 9y••;�Fa�•Ins �;;•'!C'��� 800 Seminole Road Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 •http://www.ei.atiantic-beach.fl.us Page 2 Revised 1/17/03 RI NANCIA`DRI NT i NG(','>AAr V -5, MIN. RETURN Pt1014E # Book 11481 Page 898 110tice of Commencement 1PRE►ARL IN DUPLICATE) I To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. 00,11-f G-UT_-�`---X 1-0 C :1 r� Description of property _ _ .r �5�_�____ X11--- }�--s1f--------------------------------- --------111 L ff H--I r ------------ -----------------------------------------------------I-------------------------------------------------------- General description of improvements __V�l_��1 L__�11�1!`j G%� ? >r`% ----------------------------------------------------------------------------------------------------------- Owner __L�� l__ _.�vNIT/ --t-LL1}_ ----------------------- Address Owner's interest in site of the improvement __ 725! _______________________________________________ Fee Simple Title holder (if other than owner) Name ----------------------------------------- Address -------------------------------------- --- ------------- ----------------------------------- ►� Contractor -_____--- lal`_�11dl�stries of Floridan_Inc --1 -------------------------------------- 8841 Atlantic Boulevard Jacksonville Fla. 32211 Address ---- 8841 N n1Surety (if any) -------------------------------- ----------------------------------------------- -------- � J 1 NAddress -----------------------------------------------------------------Amount of bond $-------------- r Name and address of any person making a loan for the construction of the improvements. Name ------------------------------------------ ---Addres s --------------------------------------, -- -- - -------- ------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name --------------------------- Address ------------------------------------------------------------------------------------------------ In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2] [b], Florida Statutes. ( ill in at Owner's option). Name ------------------------------------------ Address --------------------------------------------------------------//-/-------------__ _ 6z"'; THIS SPACE FOR RECORDER'• USE ONLY / /'� z m OR 0 Inz iyiy0 < M w o U r c o 0 .2 CL o O W flz �c D om _ N z tt) ® v ►Q— ovi.., tn a � a U- lL V) �. � r. 4t] c O Sm cU)zm V) 14- Rry u- U = j�0 0CLQ c ON 'I' wttCf 0 Q Li LAI C4 t� � = � E - M V) o E � zU � c# o °T . .. . .. \`zcn za �� oa z r o v — xr . ._ .. ..e zz .. . . . z � o U- ? 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Lv Z o ZO oQ � oz 00 0CL Li 0 o �ct cn LL- 0 vi Z m ¢ p �- Of p LLI t x x x x �""`� J .r-oz ::3 z -mom a t^\ p : 3�YlIY� 05 n ^n c3wjy l >` Li c w x '00*Wl .�.� (D m ry a — ' n :z t— N 30N30IS38 ;.NNOSVW 0 pLLJ= Q O �F 3 YVV23 .l�l01S t O u l Z i-- z s c tw a oz E-- O a3,Nvu o— *� O) nj W AVM-20-iHOIN ,C U n UV�d A8 3AIK Ab83HS QAC 0 Lri CIVMJ 3�ONIW my 4' a �t m 0 J n Q Z 0 -. ry O .1 Q N Q o- et ZZ O �7- � W zRE O ° oz w JAL ,00'02 L L :� Q D Ct °o o V) z � o �- �- �- UO o 0 Q Lli LO W � Cl.. m } C- ,00`02 L C.� m W �- V) � o o res _ � 5Z6# U Ln N 30N30IS38 ANNOSVW V 3WV8-3 A8OiS l C) LLJ 0 �� CL N W AVM-DC7-1H016 .0 t< (iV16 h8 3AI�IC) � 8Zl 3HS TIC C� Gb08 31ONIK O . 0 �- m O J f blj- ,mss 's, CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001487 Date 11/17/08 Property Address . . . . . . 311 8TH ST Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 7000 ---------------------------------------------------------------------------- Application desc replacement windows ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ FLETCHER, LYMAN T. WINDOW WORLD OF JACKSONVILLE 804 EAST COAST DR. 8535 BAYMEADOWS ROAD UNIT 12 ATLANTIC BEACH FL 32233 DBA NATIONAL HOMECRAFT JACKSONVILLE FL 32256 (904) 443-7001 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 65 . 00 Plan Check Fee 32 . 50 Issue Date . . . . Valuation . . . . 7000 Expiration Date . . 5/16/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 65 . 00 65 . 00 . 00 . 00 Plan Check Total 32 . 50 32 . 50 . 00 . 00 Grand Total 97 . 50 97 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH _ P7 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 07 I I OFFICE:(904)247-5826•FAX NO.:(904)247-5845 -'•` BUILID ING-DEPT@COAB.US = � BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.VALUATION OF WORK: 13,SQ.FT.UNDER ROOF " I.� rQ>Z 1 Atlantic Beach, FL 32233 � 1 00C) 1-� a LA 4.LEGAL DESCRIPTION: 5.CLASS OF WORK: 6.USE OF STRUCTURE: 05- ❑NEW BUILDING ❑DEMOLITION RESIDENTIAL LOT SQ BLOCK SUB DIVISION Loa -I DDITION 11 CONVERTING USE El COMMERCIAL 7.DESCRIPTION OF WORK: LTERATION ❑ACCESSORY BLDG 8.FIRE SPRINKLER: O 11 REPAIR [I POOL/SPA 11 YES N/A y'Jl �- ILl/til El MOVE ❑OTHER 111 NO PROPERTY OWNER: CONTRACTOR: ARCHITECT/ENGINEER: 9.NAME: 15.COMPANY NAME:� ,, r 23.COMPANY NAME:yv�G✓� �- Jbl�flY�U � tale td 07 Q 16.NAME: 24.LICENSEE NAME: Ci,( (-- � 10.ADDRESS: 17.STATE 0 F ORID ICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 311 !B*" 5V 18.ADDRESS: I 6.ADDRESS: o�y�P,'C�c�1'q Lv 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: TFAX NO.: LL43-7MI 43 -7-7 7 13.9@{!PHONE: - �� 21.CELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: I FEE SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN OWNER) 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing,Signs,Wells, Pools,Furnaces, Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are fnaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CNTRACTOR Att (If Agent,P e or or Ag a'Re wired) (Qualifier Only) ell Signed: / te: l C Signe Date: 0o Before One thi a day of DCT �eeVMn the county of Before me this ay of CT in the county of Duval, §'a e of Florida,has personally appeared Duval,State of Florida,has personally appeared Q-o N v,4 FL-5-7-r-W 14- G 2.-r-6 o R y /T?- herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. k Notary Public at Large,State of l L A ,County of �UVV/�} Notary Public at Large,State of /^/i County of C,1 V ElPersonally Known E Personally Known11Produced(dent EIProduced Identification- li999 R qt NV+ Notary Signature: f a; I CITY OF AT R LEE WEAVER SEE PERMITS FOR ADDITIO R LEE WEAVER NorARY COMMISSION#DD395570 4, REQUIREMENTS AND CONDIT RY C ISSION 0 DD395570 Pusuc EXPIRES FEB 10 2009 ; r 9TATEInF IRES FEB 10 2009 SIFLORIDA BONDED THROUGH F 0 EVISED:12/1180 TE: Fl oR� BONDEDROOUGGH RU INSURANCE COMPANYINSURANCE REVIEV tC'l7//6 ' ?sces State of ��n f da LD°19 55- o°O° County of V'�)UtVOI� To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: QS, O(D� M�Onh C. R2a c h C..oA- CD 90k 1 w o 9 3 Address of property being improved: S11 Wt% n�- AM s, -eadn , C=L 3223 3 General description of improvements: I ,.p t Y1A t L m-7) re 0 4 C DiV\0/�7- Owner: L�p.n �- 1p4.v�r�a F\9kf-1'1e(' Address: !3 l � Q�th ` fir- A- Gin�1G Ge01,k, a Owner's interest in site of the improvement: S I Y'�n� e1 6 Vc,' Fee Simple Titleholder(if other than owner): Name: Contractor: D� f r Address: O PlazLv U Telephone No.: H 4 - 7d0 1 Fax No: L/ y 3- -7 -7 7 F Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: \ \ 1 Phone No: Fax No: v Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signe R LEE WEAVER Bef a me s day of in the Cou o uval,State y +oav COMMISSION 1 DD395570 Of F has personally appeared yr�re EXPIRES FEB 10 2009 Notary Public at Large,State of Florida,County of Duval. n oucrl My commission expires: RU�NNsuwvcr coMrwr Personally Known: or �' ��� Produced Identification: TM • 8110 Cypress Plaza Drive,Ste.405 FL STATE Jacksonville,FL 32256 / License# (904)443-7001 fir CBC 1250321 Fax(904)443-7778 (800)549-5132 ���4NC(fC�C, 7itG. Windborne Debris Statement for Home Owner I/WE, L residing atA A- rr7\0'/ f L Gzac \ , Florida, _ ao13 Do swear/affirm that we have or are responsible for providing WBD protection at the above address. We do realize that the WBD protection IS required by the State of Florida building codes, as this has been explained to us by the salesperson of Window World of Jacksonville, Inc. OR Do Swear/affirm that we have existing WBD protection that meets the State of Florida building codes, as this has been explained to us by the salesperson of Window World of Jacksonville, Inc. Vlk /o� p4f' 1"HOMI WNER DA E t HOMEOWNER DATE ------------------------------------------------------------------------------------------------ POST A COPY OF RECORDED NOTICE AT JOB SITE. STATE OF FLORIDA COUNTY OF THIS INSTRUMENT WAS ACKNOWLEDGE BEFORE ME THIS_ day of D' 20 Known Personally Or Identification Type of Identification Notary Public r TBIIRY POULIN MY COMMISSION#DD487185 EXPIRES:OCT 31,2009 Bonded through 1 st Stitt Insuidnce 16-VY'll &12 / Al (N a of Not ,typed 6r printed) (Commission Number and Expiration Date) Florida Building Code Online Page 1 of 3 ommunity Affairs! _ EE SCIS Home Log In Hot Topics Submit Surcharge j Stats&Fads Publications FBC Staff BCIS Site Map Links [ Search I Product Approval R 7 USER: Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL8125-R1 SII I I III III I III Application Type Revision Code Version 2004 ! I Application Status Approved Comments q' Archived Product Manufacturer Alside Window Company Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 mfernbaugh@alside.com Authorized Signature Marsh Fernbaugh mfernbaugh@alside.com Technical Representative Marsh Fernbaugh Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44281 mfernbaugh@alside.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who Wendell W. Haney developed the Evaluation Report Florida License PE-54158 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date Validated By L.F. Schmidt, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL8125 R1 COI Certificate of Independence pdf Referenced Standard and Year(of Standard) Standard Year Accepted Engineering Practice 2004 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtpLMWt941 R... 10/24/2008 Florida Building Code Online Page 2 of 3 ANSI/AAMA/NWWDA 101/I.S.2/A440 2005 ASTM E1300 2002 ASTM E1886 2002 ASTM E1996 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2007 Date Validated 04/17/2007 Date Pending FBC Approval 04/19/2007 Date Approved 05/08/2007 °Summary of Products mm FL# Model, Number or Name Description 8125.1 1�a. Series I-201 PVC Double Hung Replacement Window "Non- Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No FL8125 R1 II INST 8125.1.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: See INST 8125.1 for Design Pressure FL8125 R AAE_EVAL 8125.1.pdf Ratings, any additional use limitations, installation Created by Independent Third Party: instructions and product particulars. 8125.2 b. Series I 201 PVC Double Hung Replacement Window "Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No FL8125 Ri II INST 8125.2.Ddf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Note - Window does not meet FL8125 R1 AE EVAL 8125.2.pdf requirements for use in "Wind Zone 4" (basic wind Created by Independent Third Party: speed > 140 mph) as defined in ASTM E1996-02. See INST 8125.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Fax(850)414-8436 ht and Disclaimer ©2000-2005 The State of Florida.All rights reserved. Product Approval Accepts: IM F eClHk http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtpLMWt941 R... 10/24/2008 Florida Building Code Online Page 3 of 3 WN#14n} #«car«d http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtpLMWt941R... 10/24/2008 Architectural Testing ASTM E 1886 and AST-NI E 1996 TEST REPORT Rendered to: ALSEDE WLNDONN-CONPANY SERIES/MODEL: 11-01 PRODUCT VkTE: Vin-%-1 Double Hung Window Report No.: 70266.01-109-44 Test Dates: 12f27f06 Through: 01/17107 Report Date: 0V16107 Expiration Date: 01/17/11 130 Derry Court York,PA 174%-8405 phone: 717-764-7700 fax.: 717-7644129 www-archtest.com ArOiitecturat Testing A4T-NI E 1886 and ATNI E 1996 TEST REPORT Rendered to. ALSIDE ATMOW COMPANY 3773 State Road Cuyahoga Fans,Ohio 44223-2603 Report No.: 70266.01-109-44 Test Dates: 12127iO6 Through: OIJ17/07 Report Date: 02,116t'07 Expiration Date: 01/1711 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Alside Window Company to perform testing on three Series/Model 1201, vinyl double hung windows. The samples tested met the performance requirements set forth in the referenced test procedures for a :i:2400 Pa (=50.16 psf)Design Pressure with missile impacts corresponding to Missile Level D and Wind Zone 3. Test specimen description and results are reported herein. The sample -was provided by the client_ TestProcedures: The test specimens were evaluated in accordance with the followikg: ASTM E 1886-02, Standard Test Jklethod for Petformance qf Exterior JT indows, Currain 'Malls, Doom and Storm Shutters Impacted by MiWI*(;) and Exposed to Cyclic Pressuiv Differentials. ASTM E 1996-02. Standard Specification for Pwfw-inance of Exterior Window.; Glazed Curtain Walls,Doors and Storm Shritters Impacted by IT7nd Borne Debris in Hurricanes. Test Specimen Description: Serie,s/-Model. 1201 Product Type: Vinyl Double Hung Window Over-all Size: 1321 mm(52")wide by 1829 mm(72")high Interior Sash Size: 1264 mm(49-3/4')wide by 902 mm(35-L2")high Exterior Sash Size: 1238 mm(49-34")wide by 876 mm(34-1x2")high 130 Derry Court York,PA 17406-8405 phone: 717-764-77CO fax: 717-764-4129 vpww.arch test.com Ak 717 66.01_10q44 Architectural Testing Page 2 of 10 Test Specimen Description: (Continued) Finish. All PVC waswhite. Glazing Details. The sash were glazed with nominal 11116" thick sealed insulatingglass fabricated from one sheet of 516" clear laminated glass inboard- one sheet of lig" clear annealed glass outboard and a U-shaped steel spacer system embedded in sealant single sealed. The laminated glass was constructed from two sheets of 1/8" thick clear annealed glass and a 0.090"thick PVB interlayer. The glass was set from the exterior against a bed of hot melt sealant.. Weatherstripping: Description Quatitit-'. Location 0.187"backed by 0-260"high I R.av; Head insert,exterior sash top rail pile with center fin 0.187"backed by 0350"high I Row Exterior meeting rail pile with center fin 0.187"backed by 0-260"high 2 Rows Sash stiles, pile with center fin 0.187"backed by 0.550"high 1 Row Interior meeting rail vinyl jacket1cam-filled bulb 0.187"backed by 0A00" 1 Row Bottom rail diameter,offset vinyl jacketifoam-filled bulb Frame Construction: The frame was constructed of extruded PVC with mitered and welded cornets. A snap-in PVC adapter was applied to the head. Sash Construction: The sash was constructed of extnided PVC with mitered and welded corners. The bottom sash utilized three 1-34" x YS" x 51" high PVC blocks into the sill located at midspan and quarter points. The blocks were secured to the sill with two twg x 1-1/4"pan head screws into the sash. 70-266,01-10944 Architectural Testing Page 3 of 10 Test Specimen Description: (Continued) Hardware: De-wription Quantily Location I-letal button cam lock Interior meeting rail,5-112"from and keeper each end with keepers aligned opposite on exterior meeting rail Plastic tilt hitch 4 Each end of top rail and interior meeting rail Metal tilt latch 2 Each end of interior meeting rail with a metal hook sectired in the jamb track with two i,8 x 2"long screws Metal pi-vot bar 4 Each end of exterior meeting rail and bottom rail Constant force balance 4 Two per sash,one in each jamb system with locking tilt shoes Drainage: A sloped sill was utilized. Description Quantiry Location V wide by 3,16"high 2 Exterior face of sill.2" fi-om each ,xeepslot with flap encl, draining the exterior hollow 1-1,,'4- "wide by l.;2" high 2 Each end of sill,draining to the weepslot interior hollow V wide by 3/16"high 2 One at each end of intermediate sill vveepslot wall draining interior hollow to exterior hollow 3 4"wide by 3116"deep 2 Sill screen track, one at each end Weepslot 3+'8"wide by 1.;8"deep 4 Bottom sash rail and exterior weepslot meeting rail-one at each end AL 70�366.01-10944 Architectural Testing Page 4 of 10 Test Specimen Description: (Continued) Reinforcement: The interior meeting rail contained a custom shaped, roll-formed steel reinforcement (reference Drawing No. 3513). The,exterior meeting rail, all sash stiles, and bottom rail contained a custom shaped,roll-formed steel reinforcement (reference Drawing No.3512). Installation: The window was installed in a Spiuce-Pine-Fir wood buck. The window was secured to the buck with #10 x 2" long screws through the head and jambs into the wood buck. Fi-,,-e screws were utilized at the head, one 2" and 21-1/2" fi-oin each end and one midspan.. Four screws were utilized in each jamb, one 3" from end and one 6" above and below the meeting rail- A nominal 3!'16" shim space was maintained at the perimeter between the buck and window frame. The exterior perimeter was seated with a silicone. Test Results: The following results have been recorded. ASTM E 1886,Large.lfismYe Intpact Conditioning Temperature: 2rc(72°F) Missile Weight: 4196 g(9.25 lbs) N�fissile Length: 2.44 in(V 0") Muzzle Distance from Test Specimen.- 5.18m(17ft.) Test Unit 01 Impact#1 Missile Velocity: 15.27 mls(50.1 fps);orientation within:O'of vertical Impact Area: Top left comer of interior sash Observations: Fractured both liter of glass,no penetration. Results: Pass Test Unit#2 Impact#1 Missile Velocity: 15.24 mis(50.0 fps);orientation within=5'of vertical Impact Area: Bottom right comer of interior sash Observations: Fractured both lites of glass,no penetration. Small crack in sash coiner weld. Results: Pass Test Unit#3 Impact#1 -Missile Velocity: 15.24 tars(50.0 fps);orientation within-0'of vertical Impact Area: Center of interior sash Observations.- Fractured both lites,of glass,no penetration. Results: Pass Note: See A 77 Sketch#1 for impact locations. AL 70266,01-10944 Architectural Testing Pap 5 of 10 Test Results: (Continued) ASTM E 1586,:air Pressure Ci,cling Test LInit#1 Design Pressure: :L-2400 Pa(*50.1.6 psf) POSrM'E PRESSURE Pressure Number of AN-erage Nlaximum Deflection at Indicator min(inch) Ran-e CVc1fS Cycle Time L� Pa(psf) (seconds) *1 #2 93 479 to 1196 3500 1.89 4.1 (0-16') 7.4(0.29') 4.1 (0.16-) (10.0 to 25- 0 to 1436 (0.0 to 300 2-58 43(0-17") 13.0(0 51") 4.6(0.18'") 30.0) 1196 to 1914 600 2.05 51(0.23') 20.8(0,92") 6.1 (0.24-) (25.0 to 40-0) 718 to 2393 100 2.50 6.6(0.26- 24.4(0-96-) 6.6(0.26") (15.0 to 50.0) Permanent Set 1.8(0.07'1 -51 (0-10") 2.0(0.084 NEGATIVE PRESSURE Pressure Number of Average Nlaximum Deflection at Indicator min(inch) -;,1 -2 Range Cvctes Cycle Time Pa(Psf) (seconds) - 3 718 to 2393 io 243 8.6(0.34-) 25.4(I.W') 8.1 (0.32-) (15.0 to 50.0) 1196 to 1.914 1050 2-19 T6(0.30') 24.6(0.97-) 7A(0.29-) (25.0 to 40.0) 0 to 1436 50 2.96 5.8(0-23'1 2.6(019") 6.6(0.26-) (0.0 to 30.0) 479 to 1196 3350 2-20 5.6(0.22) IS._5 (9-73') 63(0.25") (10.0 to 25.0) 1 1 1 Permanent Set 1.8 ff071" 6.6 (0_'6 2. (0.09 Observations: N'o additional dainage to unit. Result: Pass Note: See ATI Stretch 42 far indicator locations. Test Specimen 01 and 0-3 were cycled in a common chamber. 70266.01-109-44 Architectura( Testing Pap 6 of 10 Test Results: (Continued) ASUNI E 1886,Air Pressure Cychng Teo Unit#2 Design Pressure: =12400 Pa 050.16 psf) POSITr%,'E PRESSURE Pre-sure Number of Average '.%-Iaximum Deflection at Indicator min(inch) Range Cycles Cycle Time .4 Pa(psf) (seconds) 1 93 *2 479 to 1196 3500 2.14 6.3(0.25') 17.8(9.710") 6.6(0.26-) (10.0 to 2 5-0) 0 to 1436 Fir, 5.79 ,.1 (0.28'1 18.5(0-73") 6.9(0.27) (0.0 to 30-0) 1196 to 1914 60,4, 2.72 8-1(0.32'1 26.7(1-05") 9.1 (0.36-) (25.0 to 40-0) 719 to 2393 100 -1.66 12.4(0.49") 30.2(1 19") 13.0(0.51-) (15.0 to 50-0) Permanent Set 1-7-6(0-22") 8,6 €3.3=3" X3.8(0.19-) NEGATIVE PRESSURE Pressure -Number of Average -Maximum Deflection at Indicator mm(inch) Range C1 cles Cycle Time rt� -3 Pa(psf) (seconds) 718 to 2393 1 89 (15.0 to 50.0) - 8.1 (0.32' 29.2(115") 8.9(0.35-) 1196 to 1914 1 (25.0 to 40-0) 1050 1.72 7.6(0-30") 22.1 (0.87) 7.9(0.3. 0 to 1436 50 2-32 6-3(0.25') 163 (0-61") 6.6(026-) -(0.0 to 30.0) 479 to 1196 3350 1.91 9(0.23D 14.7(0.58") 6.1 (0.24-) (10.0 to 25.0) Permanent Set 1.5(0-06--) 2-0(0-GS") 1 1.8(G.07') lad Ot)seri,ations: No additional damage to unit. Result: Pass Note,- See ATI Sketch#y for indicator locations. Ak 70266.01-10944 Architectural Testing Page-,of 10 Test Results (C�,ntinued) ASTNI E 1886,4ir Pressure CYcling Test Unit 43 Design Pressure. 12400 Pa(±50.16 psf) POSITIVE PRESSURE Pressure Average Maximum Deflection at Indicator mm(incli) W Ran-e Number of Cvcle Time Cvcles Pa(psf) (seconds) i3 479 to 1196 3500 1.89 41 (0-16") 12.7(0-50") 3.0(0.12") (10.0 to 25.0) 0 to 1436 300 2-58 4.3(0.17") 13.7(0-54") 3.0(0.12") (0.O to 30-0) 1196 to 1.914 600 2.05 6.1 (0-24") 203(OW-) 4.8(0.19'.) (25.0 to 40.0) 718 to 2393 100 2.50 6.9(0.27") 24.9(0.98") 5.6(0.22") (15.0 to 50-0) 1 Permanent Set 2.9 0.11") 4-3 0.1'7'" 1.5(0.06") NEGATWE PRESSURE Pressure Number of Average Maximum Deflection at Indicator mm(incli) Range Cycles Cvcle Time Pa(psf) (seconds) *1 718 to 2393 io (15.0 to 50.0) 143 81 (0.32'1 25.4(1-00") 4.6 (0.18":# 1196 to 1914 1050 2.19 7.4(019'j 24.4(0,96") 3.6(0.14") (25.0 to 40.0) 0 to 1436 50 2.96 5.8(0.23'D 21.8(0-86") 3.0(0.12") (0.0 to 30.0) 479 to 1196 3350 2.20 5.3(0.21') 17.8(0.70') 2.5(0.10-) (10.0 to 25.0) Permanent Set 1.3(0-05") 4.6 0.13"" 1 0.'760.03"'( Observations: No additional daniage to ten t. Result. Pass Note: See A77 Sketch #2 for indicator locations. Tes.,Sxeciinen #1 and#3 were cycled in a cannon chainber 7026601-109-44 Architectural Testing Page 8 of 10 &nrral Note: Upon completion of testing, the specimens met the requirements of Section 7 of ASTM E 1996. Test Equipment: Cannon: Constructed fi-om steel gaspingin utihz -compressed air to propel the missile Missile: 2x4 Yellow Pine Timing De-vice: Electronic Beam Type Cycling Xlechanism: Computer controlled centrifugal blower with electronic pressure measuring device Deflection'.A-lensuring Deiice: Linear transducers Tape and film were used to seal against an leakage during structural testing. In our opinion, the tape and film did not influence the results of the test. List of Official Observers: Name Cofnpanv Stephen D.Shank Architectural Testing,Inc. Aaron'-%I-Shultz Axchitectut-al Testing,Inc. Nfichael.D. Stremmel,RE, Architectural Testing,Inc. Russell W.Clark Arclutectival Testing.Inc. Draning Reference: The test specimen drawings have been checked by Architectural Testing, Inc.and are representative of the samples tested. 70266.01-109-4 Architectural Testing P3-fe 9 of 10 Detailed drawings, data sheets,representative samples of test specimens,a copy of this report.or other pertinent project documentation-kvill be retained by Architectural Testing,Inc. for a period of four years from the original test date. At the end of this retention period, such materials"I be discarded without notice and the service life of this report will expire. Results obtained are tested values and were secured by using the designated test methods. This report does not constitute certification of this product nor an opinion of 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 ARCHITECTUFLU TESTING,INC. L*6ftft+�Ly-AWd 01 tbR,�,r Rus5,ell W. Clark Michael D. Stremmel.P.E. Technician Senior Project Engineer RWC:vlmtla Attachmm=(pages): Tkw-repast n complete only when a",.attachments listed are mcluded. Appendix-A: ATI Sketches(2) Appendix-B: Diawings.(15) Florida Building Code Online Page 1 of 3 Community- tr'7th J Affairs: SCIS Home i Log In i Hot Topics ( Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Unks Search Product Approval t USER: Public User Product Approval Menu>Product or Application Search>Application List>Application Detail I III Application Type Revision R1 ion Code Version 2004 Application Status Approved Comments �i Archived Product Manufacturer Alside Window Company Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 mfernbaugh@alside.com Authorized Signature Marsh Fernbaugh mfernbaugh@alside.com Technical Representative Marsh Fernbaugh Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44281 mfernbaugh@alside.com Quality.Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Referenced Standard and Year(of Standard) Standard Year ANSI/AAMA/NWDA 101 IS-2 1997 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtwudLxnkwG... 10/24/2008 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 06/14/2005 Date Validated 08/05/2005 Date Pending FBC Approval 08/09/2005 Date Approved 08/24/2005 ___........................................ _.._....... _ ......... !Summary of Products FL# IlModel, Number or Name Description 1089.1 ::I0201 Replacement: 48x78 DP30, 44x77 DP35, 44x60 ��DP45, 36x72 DP55; 1/8" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 0201:48x78 (1/8" annealed) DP30, Created by Independent Third Party: 44x77 (1/8" annealed) DP35, 44x60 (1/8" Evaluation Reports annealed)DP45, 36x72 (1/8" annealed) DP55 Created by Independent Third Party: 1089.2 0301 New Construction: 48x77 DP25, 44x77 DP30, 44x60 DP35, 36x72 DP50; 3/32" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/ Verified By: Other: 0301:48x77 (3/32" annealed) DP25, Created by Independent Third Party: 44x77 (3/32" annealed) DP30, 44x60 (3/32" Evaluation Reports annealed)DP35, 36x72 (3/32" annealed) DP50 Created by Independent Third Party: 1089.3 0401 Replacement: 48x78 DP25, 44x77 DP30, 44x60 DP40, 36x72 DP35; 1/8" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/ Verified By: Other: 0401:48x78 DP25 (1/8" annealed), Created by Independent Third Party: 44x77 (1/8" annealed) DP30, 44x60 (1/8" Evaluation Reports annealed)DP40, 36x72 (1/8" annealed) DP35 Created by Independent Third Party: 1089.4 0501 Replacement: 52x84 DP25, 44x77 DP40, 44x60 DP45, 36x72 DP45, 36x60 DP60; 1/8" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 0501:52x84 (1/8" annealed) DP25, Created by Independent Third Party: 44x77 (1/8" annealed) DP40, 44x60 (1/8" Evaluation Reports annealed)DP45, 36x72 (1/8" annealed) DP45, Created by Independent Third Party: 36x60 (1/8" annealed) DP60 1089.5 0501 �tcks/ eplacement: 52x61 DP35; 1/8" glass,3 cam keepers,"DP" tilt latch w/"H Key" Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 0501:52x61 "C" package (1/8" annealed) Created by Independent Third Party: DP35 Evaluation Reports Created by Independent Third Party: 1089.6 8001 Replacement: 44x77 DP30, 44x60 DP40, 36x72 DP40. 3/32" glass http://www.floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDgtwudLxnkwG... 10/24/2008 Florida Building Code Online Page 3 of 3 Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/ Verified By: Other: 8001:44x77 DP30,44x60 DP40,36x72 Created by Independent Third Party: DP40 Evaluation Reports Created by Independent Third Party: 1089.7 9001 Replacement: 44x77 DP35, 44x60 DP50, 36x72 DP50, 36x60 DP65; 3/32" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 9001:44x77 DP35,44x60 DP50,36x72 Created by Independent Third Party: DP50,36x60 DP65 Evaluation Reports Created by Independent Third Party: Back F Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Fax(850)414-8436 ©2000-2005 The State of Florida.All rights reserved.Copyright and Disclaimer Product .Approval Accepts: M VariSiyn r Bob, 3ecurad MPl4OM VER FY http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtwudLxnkwG... 10/24/2008 Architectural Testing AAMA/WDMA/CSA TEST REPORT Rendered to: ALSIDE WINDOW COMPANY 3773 State Road Cuyahoga Falls, Ohio 44223 Report No.: 62609.02-501-47 Test Dates: 01/25/06 Through: 01/27/06 Report Date: 02/14/06 Revision 1: 05/07/08 Expiration Date: 01/27/10 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Associated Materials, Inc. to perform tests on three Series/Model 0201/A201, PVC double hung windows at their facility located in Cuyahoga Falls, Ohio. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #l: H-LC25 1118 x 1956 (44 x 77); Test Specimen #2: H-LC45 1118 x 1524* (44 x 60*); Test Specimen #3: H-LC55 914 x 1524* (36 x 60*). Test specimen description and results are reported herein. General Note: An asterisk (*) 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 Specifications: The test specimens were evaluated in accordance with the following: ANSI/AAMA/NWWDA 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. AAMA/WDMA/CSA 101/I.S.2/A440-05, Standard/Specification for Windows, Doors, and Unit Skylights. Test Specimen Description: S eries/Model: 0201/A201 Product Type: Poly Vinyl Chloride(PVC) Double Hung Window Test Specimen#1: H-LC25 1118 x 1956 (44 x 77) Overall Size: 1118 mm(44")wide by 1956 nun(77")high Top Sash Size: 1035 mm(40-3/4")wide by 940 mm(37")high Bottom Sash Size: 1060 mm (41-3/4") wide by 965 mm(38")high Screen Size: 1019 mm(40-1/8")wide by 965 mm(38") high Overall Area: 2.19 m2 (23.5 ft) 1140 Lincoln Avenue Springdale, PA 15144 phone: 724-275-7100 fax: 724-275-7102 62609.02-501-47 Architectural Testing Page 2of10 Revision 1: Revision 1: 05/07/08 Test Specimen Description: (Continued) Test Specimen #2: H-LC45 1118 x 1524* (44 x 60*) Overall Size: 1118 mm(44")wide by 1524 mm(60")high Top Sash Size: 1035 mm(40-3/4") wide by 721 mm(28-3/8")high Bottom Sash Size: 1060 mm(41-3/4")wide by 748 mm(29-7/16") high Overall Area: 1.70 m2 (18.3 ft2) Test Specimen #3: H-LC55 914 x 1524* (36 x 60*) Overall Size: 914 mm(36")wide by 1524 mm(60")high Top Sash Size: 832 mm(32-3/4")wide by 721 mm(28-3/8")high Bottom Sash Size: 857 mm(33-3/4")wide by 748 mm(29-7/16")high Overall Area: 1.39 m2 (15.0 ft') The following descriptions apply to all specimens. Finish: All PVC was white. Glazing Details: The sash were exterior glazed with nominal 21 mm(13/16") thick, sealed insulating glass fabricated from two sheets of 3.0 mm(1/8") clear annealed glass a U-shaped steel spacer system 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 frame was constructed using mitered and welded comer construction. A snap-in PVC adapter was applied to the head. Sash Construction: The PVC sash were assembled utilizing mitered and welded corner construction. Screen Construction: The screen was constructed with extruded aluminum. The corners were miter cut and secured using plastic corner keys. The fiberglass mesh screen cloth was held-in-place with a flexible vinyl spline. 62609.02-501-47 Architectural Testing Page 3of10 Revision 1: Revision 1: 05/07/08 Test Specimen Description: (Continued) Weatherstripping: Description Quantit Location 4.7 mm(0.187')backed by 1 Row Head insert, sill, lock rail 6.6 mm(0.260")high pile with center fin 4.7 mm(0.187')backed by 1 Row Exterior meeting rail (exterior), 8.9 mm(0.350")high pile top rail with center fin 4.7 mm(0.187')backed by 2 Rows Sash stiles 8.9 mm(0.350")high pile with center fin 4.7 mm(0.187')backed by 1 Row Exterior meeting rail(interior) 14.0 mm(0.550")high vinyl jacket/foam filled bulb 4.7 mm(0.187')backed by 1 Row Bottom rail 10.2 mm(0.400") diameter, offset vinyl jacket/foam filled bulb 25.4 mm(1.0")by 12.7 mm(1/2") 4 Meeting rails, one at each end by 6.4 mm(0.250")high adhesive backed pile pad Hardware: Description Quantit Location Metal button cam lock 1 Lock rail at mid-span,with mating and keeper keeper at exterior meeting rail (Test Specimen#1) Metal button cam lock 2 Lock rail, 216 mm(8-1/2") in from and keeper each end,mating keepers at exterior meeting rail (Test Specimen#2 &#3) Plastic tilt latch 4 Top corner of sash Metal pivot bar 4 Bottom corner of sash Constant force balance 4 One per jamb system with locking tilt shoes 62609.02-501-47 Architectural Testing Page 4of10 Revision 1: Revision 1: 05/07/08 Test Specimen Description: (Continued) Drainage: Descriptio Ouantit Location 22 mm(7/8") wide by 2 Exterior face of sill, one at 4.7 mm(3/16") high weepslot each end (with flap) 32 mm(1-1/4")wide by 2 Sill/jamb intersection, one at each 12.7 mm(1/2") deep weepslot end 25 mm(I")wide by 2 Intermediate sill wall, one at 4.7 mm(3/16")high weepslot each end 19.0 mm(3/4")wide by 2 Sill screen track,one at 4.7 mm(3/16") deep weepslot each end 9.5 mm(3/8")wide by 4 Bottom sash rail and exterior 3.2 mm(1/8") deep weepslot meeting rail, one at each end Reinforcement: The lock rail contained a custom shaped, formed steel reinforcement measuring 22.2 mm by 11.7 mm by 1.2 mm (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 mm by 12.0 mm by 1.5 mm (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 construction lumber and secured through the jambs to the buck using four #8 x 64 mm (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 mm (4") long void at each interior sill corner. A nominal 5 mm (3/16") gap was maintained at the perimeter between the buck and window frame. 62609.02-501-47 Architectural Testing Page 5 of 10 Revision 1: Revision 1: 05/07/08 Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed Test Specimen#1: H-LC25 1118 x 1956 (44 x 77) 2.2.1.6.1 Operating Force 5.3.1.1 Bottom Sash en Breakaway 67 N(15 lbs) 230 N(50 lbs) Maintain motion 89 N(20 lbs) 155 N(35 lbs) Close Breakaway 36 N(8 lbs) 230 N(50 lbs) Maintain motion 45 N(10 lbs) 155 N(35 lbs) Top Sash Open Breakaway 27 N(6 lbs) 230 N(50 lbs) Maintain motion 89 N(20 lbs) 155 N(35 lbs) Close Breakaway 53 N (12 lbs) 230 N(50 lbs) Maintain motion 80 N(18 lbs) 155 N(35 lbs) Lock Open 5 N(1 lb) 100 N(22.5 lbs) Close 5 N(1 lb) 100 N(22.5 lbs) Latches Open 5 N (1 lb) 100 N(22.5 lbs) 2.1.2 Air Leakage 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 cfm/ft2) (0.30 cfm/112)max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in ANSIIAAMAINWWDA 1011I.S.2-97, 1011I.S.21NAFS-02, AAMAIWDMA/CSA 1011I.S. 2IA440-05 for air infiltration. 62609.02-501-47 Architectural Testing Page 6of10 Revision 1: Revision l: 05/07/08 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen #1: H-LC25 1118 x 1956 (44 x 77) (Continued) 2.1.3 Water Resistance per ASTM E 547 5.3.3 (with and without screen) 180 Pa(3.75 psf) No leakage No leakage 2.1.4.1 Uniform Load Deflection per ASTM E 330 5.3.4.2 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 1200 Pa(25.0 psf) (positive) 6.9 mm(0.27') See Note#2 1200 Pa(25.0 psf) (negative) 9.1 mm(0.36") See Note#2 Note#2: The deflections reported are not limited by AAMAIWDMA/CSA 101/I.S.2/A440-05 for this product designation. The deflection data is recorded in this report for special code compliance and information only. 2.1.4.2 Uniform Load Structural per ASTM E 330 5.3.4.3 (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1800 Pa(37.5 psf) (positive) 0.5 mm(0.02") 4.1 mm(0.16")max. 1800 Pa(37.5 psf) (negative) 0.3 mm(0.0111) 4.1 mm(0.16")max. 2.1.8 Forced Entry Resistance per ASTM F 588 5.3.5 Type: A Grade: 10 Hand Tool Manipulation No entry No entry Tests Al through A7 No entry No entry Hand Tool Manipulation No entry No entry 5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated 62609.02-501-47 Architectural Testing Page 7of10 Revision 1: Revision 1: 05/07/08 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen #1: H-LC25 1118 x 1956(44 x 77) (Continued) 2.2.1.6.2 Deglazing Test per ASTM E 987 5.3.6.3 Top Sash In operating direction- 320 N(70 lbs) Meeting rail 1.5 mm(0.06") 11.43 mm(0.45") Top rail 1.5 mm(0.06") 11.43 mm(0.45") In remaining direction-230 N(50 lbs) Left stile 0.8 mm(0.03") 11.43 mm(0.45") Right stile 0.8 mm(0.03") 11.43 mm(0.45") Bottom Sash In operating direction- 320 N (70 lbs) Meeting rail 1.5 mm(0.06") 11.43 mm(0.45") Bottom rail 1.5 mm(0.06") 11.43 mm(0.45") In remaining direction- 230 N (50 lbs) Left stile 0.8 mm(0.03") 11.43 mm(0.45") Right stile 0.8 mm(0.03") 11.43 nun(0.45") Optional Performance 4.3 Water Resistance per ASTM E 547 4.4.3.4 (with and without screen) 440 Pa(9.0 psf) No leakage No leakage 62609.02-501-47 Architectural Testing Page 8of10 Revision 1: Revision 1: 05/07/08 Test Results: (Continued) Para rg aph Title of Test-Test Method Results Allowed Test Specimen#2: H-LC45 1118 x 1524* (44 x 60*) Optional Performance 4.4.1 Uniform Load Deflection per ASTM E 330 4.4.3.2 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 2160 Pa(45.0 psf) (positive) 10.7 mm(0.42") See Note #2 2160 Pa(45.0 psf) (negative) 14.7 mm(0.58") See Note#2 4.4.2 Uniform Load Structural per ASTM E 330 4.4.3.2 (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 3240 Pa(67.5 psf) (positive) 0.3 mm(0.01") 4.1 mm(0.16")max. 3240 Pa(67.5 psf) (negative) 1.5 mm(0.06") 4.1 mm(0.16")max. Test Specimen #3: H-LC55 914 x 1524* (36 x 60*) Optional Performance 4.4.1 Uniform Load Deflection per ASTM E 330 4.4.3.2 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 2640 Pa(55.0 psf) (positive) 9.1 mm(0.36") See Note#2 2640 Pa(55.0 psf) (negative) 7.6 mm(0.30") See Note#2 4.4.2 Uniform Load Structural per ASTM E 330 4.4.3.2 (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 3960 Pa(82.5 psf) (positive) 1.5 mm(0.06") 3.3 mm(0.13")max. 3960 Pa(82.5 psf) (negative) 0.3 mm(0.01") 3.3 mm(0.13") max. 62609.02-501-47 Architectural Testing Page 9of10 Revision 1: Revision 1: 05/07/08 Drawing Reference: The test specimen drawings have been reviewed by ATI 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 ATI for a period of four years from the original test date. The above results were 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 certification program administrator. This report may not be reproduced, except in full,without the approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC. DVbWyby:Byrn George Digitally Signed by:Michael L Mackereth Lynn George Michael L. Mackereth Project Manager Director- Operations LG Jld/sld Attachments(pages): Appendix-A: Alteration Addendum(1) Appendix-B: Drawings(13) House Map For: Lmman dr 3,p" FUkdxe- Window World of Jacksonville 3i I 8110 Cypress Plaza Dr St 405 hk\a„06t� Geath.,FL 3aa33 Jacksonville, FL 32256 Phone: (904) 443-7001 Gregory Fite CBC1250321 1 q a -� NOT TO SCALE 3 S to Window Size Window Type 1 ab x tiS 'la 901 OP50 �. agxysl/ �. ami 0P5o x q s'/a a o , O P513 `i- a'� xyS '/� a0 0 PI5 U 5. 1 -K 3(D '1-4 a 0 � (DP5 d G. l $ x 3(D Vq a3 OPS O -7. Sly x 36 '/y o P5 0 ao ► +o(26 �'• a a dol 0 P50 rig y flJ;: City of Atlantic Beach APPLICATION NUMBER Building Department (To be assign,d by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 v Phone (904) 247-5826 • Fax(904)247-5845 J,il�r E-mail: building-dept@coab.us Date routed: el City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Department review required Yes No Property Address: d« o Buildin Zoning Applicant: 1d Jrublic s es Project: / y Fire Services Other Agency Review or Permit Required Review or Receipt Dateof Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: ��'2 Date: V16 P PUBLIC WORKS PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: