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Permits 549 Aquatic Lane S"- t 7734 r sCITE E)F ATLANTIC OF 1IF'O LOCATION I �C3117 UAT 16 7 " 141 J4 A i IC C t 'ot LO DA 3.2233 c ,caf` T+ rk " AAOI ', ON .._,.....�.,.,. _ L> dAL l?ESCFcI '`X' +ON .:�.�-,. ..�..... y Conga: Tpg WOOD FE I,6t : 270 Bl tk 649vvo w+ 0 . :0 ' 8u ac v lc n. A VA�'�C � ed' a, ue, 1508 .00 � Imp retr. ' CcrBt» .00 Tgtal ,Fees,- , X30. }0 Vat 6194 SCREENED PORCHER PLANS f a0 9f•Mi.IYq#t aF M..Y•rr K V L TCA i ON F2191 KAI ri ORkmI'F $30 .00 ddr DRIVE WATER IMPACT FEE $0 .00 i 'LORIDA 3 3 SE T PACT .FEE $0.00 � Pa AP FORMATION ------- RADON CLAN - S$ $0 t}0 E1 ,' CA 'I', ,L IM `ROVE;, io.00 S d ?et . : SEER TAP (?.00' i?RAC $HAR.L $0,00 Type, 1 CROSS 0 NNECT ZtN $0.00 ` SEO.I'i/+ IMPACT F"E> �1 0 ,90ry P - _ CoN a S c°'" O i H +' V.�V tlk 1 f C - NdT10E-ALL'icoNCRu TE FoOMS AND FOOTINGS MusT SE INSPECT b BEFORE POURI.XG I PERMIT VOID SJX MONTHS AFTER.OATE DF ISSUE rl111� 3kIII MATERIAL, fiUBBISH.AND"DEBRIS FROM THIS WORK MUST NOT BE PLAGED IN,PUBLIC SPACE,AND MUST BE . W'UP AND HAULED AWAY BY EITHER CONTRACTOR OR AWNl4R t` ,alit/ fi � ► JRE 'T ? CflMPLY WITH THE MECHANICS! .LEN LAW CAN FiESUL.T 1N T`H ," '}i "dM!': lili : �4'1FING ' i{ E.ftt.l�L�[ Nla iilAi? i+C1ElI�IEtVTS." ISSUED, ACCORDING TO APPROVED,PLANS WHICH ARE PART OF THIS PERMIT,-AND "UBJECT TO REVOCATION FOR t>t:A fOi OF APPLIGABLE P# OVIVONS OF LAW. ATLANTIC BEACH BUILDING", RTMENT `1 tN"1 Il"O Rat a owl ICY ` CITY OF ATLANTIC D?-ACII -PERMIT CALCULATION SHEET Address �y /c -AQ Lf�i4 ?l LtiJi'� ( (�izCF{ �� t►-1C)o Date_ j , l Heated Square Footage @ ,,f—_per sq ft = $ Garage/Shed @ $ per sq ft = $ Carpor Porch 4L (12- $—Zj. Od oer sq ft = $ �5 6) Deck@ $ �er er sq ft = $ Patio t7ca $::: sq ft = $ TOTAL VALUATION: $ Total Valuation 1st $ o b r-z j Remaining Value per thousand or portion thereof TOTAL BUILDING FEE $ X60 6 + 1/2 Filing Fee $ / a ( ) Fireplaces @ $15.00S_ T BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $__ WATER METER/TAP $ -- CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0045 $ ( ) RADON (CAB) .0005 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New . Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: may (,c' 2 81993 CITY OF ATLANTIC BEACH Building and Zoning PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS owner(s) : Address : —Phone : 7�2� Lot # . Block or Unit # Subdivisionys Contractor: Address : �� Phone No: Describe work to be done: SCVie lop r'r Present use of building: Valuation of Proposed Construction: Proposed use: Is this an addition? e If yes , what are the dimensions of the added space: ft . X / _�_—ft . Will the added area be heated and cooled?—Al— New electrical (or increase)? /10New plumbing fixtures? AO New fireplace? k New Heat/AC?___e_ SUBMIT REE COMPLETE SETS F PLANS, INCLUDING ��W AFF S' R , ANC�.- Signature OWNER: //`GIr 6t9G� �— Date• Signature CONTRACTOR: Date: Ap' R0T gDC� C�P�pNN1NG &Z�N1N' ._. BY p� I ` ' I � LU I ,.. s .. .� — — co 010 M: s , i co C cuGST tw cr 1 I E i i Z C m CD 07) 00 C i CQ cti „? ;: r= 27 -D BLOCK ,r' AS SHOWN ON MAP OF .1Q1,1,4 T/C 64'g'j E.f/.S OROEO IN PLAT BOOK .TB sPAGE 7/+ 71-4 _ Of PUBLIC RECOADS Of OUVAL CO .FLX FOR . r/c r:,.(R�E.Vs 1p/,�iT YE�VTUfiE I L.oT, 8 ( DoT C <oT,r-f p I LorZf E L:OT z4-F LGT z5-.4 i Io DO 30.00' jvao' LArX7-C LOTz7 B 1.DTz7-.l 0 � Q i p O Q /!4' ? /• 4.7-4 /f 7' 'J' ,.s' r-sry f .rctE srv. 0 �J #549 aot'S43 W537 #.53/ L r 28-4 H /0 5 7' F J9 //.9' M 4. rSq � •• ,• N � \ m say" 7 02 `OG� 44,01 � I t 1410LIX TIC 1/50'9/w) D64 ; O M.j N Vy •.•• .s.o• 0 ,, o ,LA /t-ZC-8•s421AUi S!/rSYE�' Vv0•/t-85-37 .1A4&rwv>Ep /o•B-96 T® slow aaao/w6 szox-our w.D /o•/S'7 _ `F' ' `P -" `° CHARLES BASSETT & ASSOCIATES, INC. 213 CENTURY 21 DRIVE - (904)724-9433 32216 SURVEYORS, ENGINEERS AND LAND PLANNERS JACKSONVILLE, FLORIDA T.sc So..c. Or IMiORMAMN USED IN Mucis4 TNit SuRvlr WAS A' A. R^+_ 7/0 7/A BcAm"G DATUM BASO ON R?B 3B _Ag. 7/.7.1A OWNER BUILDER PERMIT AFFIDAVIT"_.r;-' State of Florida ) City of Atlantic Reach ) BEFORE ME, the dersigned authority, personally appvarvd who upon fix"t b*ing duly sworn, deposes and sayst I, C_ r �1/K(�,��.ft_J L.� ..�__-___-.,__. and the legal owner of the Sollowin0 propertyt Subdivision 1-G�?11.�f '.c�._�. eA) f _ Block AKA I am applying for a building permit pursuant Lo the Owner Builder exemption not forth in Florida Statute, Section 489. 107. Florida law requires that I IP have been provided witte ttha following DISCLOSURE STATEMENTt DISCLOSURE STATEMENT •State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property* to ,act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - or two family residence or a farm outbuilding. You may also build or imprcove a commercial building at a cost of $25,000.00 or less. The building must be for your use and occupancy. It may not be built for sale or lease. If you sell or leabo more than one building you have built yourself within one year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. Your construction must be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. I hereby acknowledge that I have read the above DISCLOSURE STATEMENT and that I comply with all the requirements for the issuance of an Owner-Builder permit. Further, affiant wayeth not. Proper y Owner .�. Sworn' to and su ibed in this 77-- CITY OF ATLANTIC BEACH SPECIAL INVESTIGATION TO BE FILLED OUT BY COMPLAINTANT DATE C`-y� 3 ADDRESS lc1 cJ C', ,t�/� T( C C ► /Q=Z LOCATION COMPLAINT OWNER OF PROPERTY ✓� _ I ICi Yl ( - `TCp CQ//LQ , -- ��0�}� C, y,�,} y 18 3 SIGNATURE OF COMPLAINTANT� PHONE # ----------------------------- -------------------------------------------------------- FOR OFFICE USE ONLY DATE OF INVESTIGATION INVESTIGATOR CONDITIONS FOUND ACTION TAKEN COMPLIANCE r C C e NOTES: 7F 91993 Building and Zoning CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS r— I Owner (s ltqcu 1 - -t— L/yS-L1qry-1- SOV-­-­-- Address :­P9 -7 Phone o n e Lot, Pllock or Unit # �7- Subdivision: Address :­.---5&Az-f—____ —,-----Phone Doscribp worl� to be done: Fresent use of building :___-5732/2 s Valuation of Proposed Construction: C9 AV Proposed use :_._. 5 1p_ Is this an addition?­­­. 40 If yes , what are the dimensions of the added space:_.____ft . X Will the added area be heated and cooled? New electrical ( or increase )?­_ New plumbing fixtures?— New fireplace?­­­Nnw He-at/A("? SUBMIT THREE: COMPLETE SETS OF PLANS, INCLUDIN(3' SITE PLAID , SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEMENT , AND OWNER/('-!ONTRA('TuR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature DT Signature CONTRACTOR : Date : 0 l 4 1 , D C� A UG 91993 Building and-Zoning MAS; SHOWING SUW :Y OF LOT_z7 -v BLOCK AS SHOWN' ON MAP OF A'S i%ECOROEO IN PLAT BOOK .WB ,PAGE 7/� 7/.Q _ OF PUBLIC RECORDS OF DUVAL CO..FLAI. FoR_ ou,47-/ r 4RaF,vt to%yTyE,vroRE p WI 993 � IZoning Building and L OT�9`-B I DoT-�¢-C L�TZf-A LoT1g E LOT 24-f L or 25-,4 �v /a oz' ry o.00 4Sao 30.oo' ,30.00'00 30.00' — L OT z7 D LdTt7-C L 07-27 B L Dr,27-,4 Q C:) Q .7 ioe a 3!G@ a #s 537 #S3/ Oa' 79- - N S' 3-7 (� v b -) o:CONC.••• ...•Co.</C. • ,. .CO,t/C. .:' � ;'.;Com'••.. � soy" ,' o.00^ d.00.' '• 450 - s' 7' I I I I ti;10 I t lmlvlplW� •�IOQI ,� pJ�OPGc iN' NIFI 'i N'aON ' N .o' L wo • or 41.0 w� .... •... CISt41.1 .o' •S.o' ♦ Ml •t6M•f.o' �� 4v IC PR. — •' ♦d• Vs o• 17e•'I ler' p�J I vA li t Q vIQ � Q � A/l�IE.UDED /o-B-9S To s//ow Bvi<D/�va s7,4k6-out w.o. e' 4G o' f o' e' �iei' iS s• So 0' CHARLES BASSETT & ASSOCIATES, INC. -• 215 CENTURY 21 DRIVE - (904) 724-9433 32216 SURVEYORS, ENGINEERS AND LAND PLANNERS JACKSONVILLE, FLORIDA THE Source OF INFORMAT*k USED IN MAKING THIS SURVEY WAS _ Z'OA 3R . A;r.. 7/ -7/e V OWNER BUILDER PERMIT AFFIDAVIT'-' ,:- tett of Florida } City of Atlantic Beact, } BEFORE � HE, ,' ' the undersigned authority, 1'eYaGnall -i-r�l.F.. Y +c�s,�ard &worn, deposes and s�3 «___... who upon tsr.zt b01ng duly owner of theSollowin� property s-•-------__. and tt�e legal Subdivision - Q� F� Block ..-.9/}/?d AKA ---------- Lots Lots, bm ©udder exemption Not for 4 building Florida Pursuant '.o ctw Owner Florida lav requires that Z ride as^tatute, Section 499. 100. DISCLOSURE STATEME11T= ,have been provAdod witte thv tollawing DISCLOSURE STATEMENT 'State lav requires conwtructlon to be done by contrectors. You have alicensed ppllQd for a permit under an exemption to that lay. The exemption allows you, as the owner of your property, to ,act as your own contractor even though you do not have a 13ceneer. You must supervise the construction yourself. You may build or improve a one - or two family residence or a farm outbuilding. You may also build or imprtsve a The commercial building at a cost of 925,000. 00 or Srse. building must be for your use and occupancy. It may not be built for sale or lease. If you sell or lea®e more than one building you have built yourself within one year miter the construction in complete, the lar will presume that you built it for ®ale or lean&, which I= a violation of this exeewption. Your mmust be done according to building codes and zoning regulations. It Is Your sosponsibility to make auto that people employed by you have licenses required by state lav and by county or municipal licensing ordinances. I hereby acknowledge that I have read the' above STATEliENT and that Y comply wiDISCLOSURE th all the requirements for the issuance of an Owner-Builder permit. Further, affiant sayeth not. • E"3'op rty Owner '" Sworn to and sul,peribed _ , DEPARTMENT OF QUI}LINQ CITY OF ATLANTIC BOAC# I`OCATION TR`r'baMTI 1 ► t ; nb TSJ .`: idare ACU1 " `TC # tlIs ?� t P4 13UILDII*IG ATLANTIC SEA�� II7A.. � r Asi of WOrk*. SHED _�_ - - LEGAL .DESGR "''us.t,�» Types WOOD FRAM s t : �271�� Block*. Secticin: ? p ed. Use h SHED Townsh3p h RNG` 0 &REQ CC9t tl ?tVi,SUIl* AQUATIC GARDENS Impr V h Cot�,t : 0.00 Tota 1 $22 50 Amoun _ log Of ��� �� � AF�FL C11i T IC3R FEES EE �FOR�R HERMIT $22. 50 I'Ad �C DRIVE �s WATE % "MPA+rwT ` RE t? . C ' r PLOR IIT , yi ryry d,t n O t4 .,e. RADON (3A,S-M Y i h S �t� 00 _....� C ORMATTO .. RAI30PI SAS S$ $0.00 . .. WATER T'Ap SQ 00 SEWER TAF S0 I 0 I3X } 1LI SHARE $0.00 I at, Tyke» 1 CAP I TAI. IMPROVE. SEC"H _TMFACT" PEE N(JTES. ' j j NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING,' PERMIT VOID'SIX MONTHS AFTER DATE OF ISSUE J I BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED"1N PUBLIC SPACE,ANb MUST BE CLEARED"UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER J FAIL TO COMPLY, �* WITH THE ME HA,I�It S; rtLIEN Ll# V AN F ES lLT IN x G fiHRPE"QTY OWNERPAYING TWICE BUILbI'IVG"1MPRC) MENTS," f lS8UE0'ACCORDING TQ APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND I JE � N FOR 1d14LAIICIWIN MCI N,C)F AO PROVISIONS'0F LAW. AKEIPT RINUt tom' ATLANTIC BEACH BUIL f31NG QEPARTMENT City of Atlantic Bch. s� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001163 Date 8/28/08 Property Address . . . . . . 549 AQUATIC DR Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3098 ----------------------------------------------------------- Application desc REPLACEMENT WINDOWS ------------------------------------------------------------ Owner Contractor ------------------------ ------------------------ MENOEAL WINDOW WORLD OF JACKSONVILLE 549 AQUATIC DRIVE 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 . . . . 50 . 00 Plan Check Fee 25 . 00 Issue Date . . . . Valuation . . . . 3098 Expiration Date . . 2/24/09 ------------------------------------------------------------ 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 * Wind debris protection shall be provided when 25% or more of the total amount of windows on a house are replaced. * ------------------------------------------------------- Fee summary Charged Paid Credited Due ------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total 25 . 00 25 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH t 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 s/nr�7-; i ' l 1 I OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION/) g'�� -:�UVAL COUNTY ,a.e,IC)B+ 1RE.SrF f Rgp1 777777777 , • L Atlantic Beach, FL 32233 1 8. 00 CC+N,':`- "�, P ,i� f�a$ T :.WI ri �..�i �,., aa, n`ear CtSw . a h Nisi 11 r' UStI> I �UR� °S ~� i7 ll '��IL E)NEW BUILDING 11 DEMOLITION JV RESIDENTIAL LOT_S OCK_SUB DIVISION W �,� ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL ALTERATION ❑ACCESSORY BLDG. 8:FIRS$�4T#IhiY • �„ ❑REPAIR ❑POOL/SPA ❑YES JWN/A ❑MOVE ❑OTHER ❑NO RA(- ri Rr�4';1'1. iii.; x i�l!i,.. i� FIECT#EMN Ef#1�;:', �; i,'=' . 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: • Aredrew 16.N E 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OAaO ID LENSE NO.:� 25.STATE OF FLORIDA LICENSE NO.: 5�a MUCAAlC pr- A�1 c, e)ead%kP4.t3 Q33 11110 ADDRESs(+J'tPr' Plozao,r 6.ADDRESS: Jax 11.OFFICE PHONE: 12.FAX NO.: 19.FFICCE+HONE: 20..FFA NO.: �� C 27.OFFICE PHONE: 28.FAX NO.: 13.CELL P ON 21. `E_ELL�IL PHONE: �`++ (4 3 29.CELL PHONE: ka 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: L6.TITCf ti#t. (I'a�� 'r ��4 .x"'16 eta ` rR-? CR!IE ISI�'" I�±!i?' it�ii�':.. I�jI�ii; 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 finaled 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 3 i I ,` �' n n�:. 3 i ( i�IHi�i9 - 6 s 7iM Vit`. i:+ . ii)p tl t rx O(ry,ii'�9 '�"R 1 ,`) 8MT p��( �it� . Signed: LLAJ A u Date: 1f�O Signed: Date: 01 ee Before me this___Lq day of_ (I�7 in the county of Before me this day of 6 4; he c unty of Duval,State of Florida,has personally appeared Duval,State of Flori a,has personally appeared 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. Notary Public at Large,State of GIq County of U d ` Notary Public at Large,State of ,County of �- ❑Personally Known 11 Personally Known ❑Produced Identification- ❑Produced Identification- Notary Signature: I KIM CFF If FOR CODEC E WEAVER AU P*Xm4a FATZ.ANTIC S FEB 10 009 RMITS POR ADD w FILE 0 E ';1 11/2007 MENDS AND CO COW"to REVIEWED BY: HATE: �, D .: s�•�4:;Iraur� NOTICE OF COMMENCEMENT RAMCO FORM 409 FS 71&13 Return to:(enclose self-addressed stamped envelope Name: Address: This Instrument Prepared by: Name: Z oe 71 Address: Property Appraisers Parcel Identification SPACE ABOVE THIS LINE FOR PROCESSING DATA SPACE ABOVE THIS LINE FOR RECORDING DATA NOTICE OF COMMENCEMENT Permit No. Tax Folio No.11$, State 1819- State of Florida 5329 County of Va The undersigned hereby gives notice that Improvements will be made to certain real property,and In accordance with chapter 713 of the Florida Statutes,the following Information Is provided In this NOTICE OF COMMENCEMENT. Legal description of property(include Street Address,if available) :3P__1k !;I_ CX5-a19 Aqu"r- cnnraens General description of improvements A Owner's Name Vj ...qicemejo Address Ljrkllt; r AklonAc 9,!e &A &L 3acj325 Owner's Interest in site of the improvementI nn Fee Simple Title holder(if other than owner) Address Phone: Fax: Contractor C-arg C Wr%dA TA scl&k�we. Address Sk 1_4 05 Phone: 114 it-If 1 Fax: 1-4q&- -7=k Surety --- Phone: Fax: Address Amount of bond$ Lender's Name Address: Phone: Fax: Persons within the State of Florida designated by owner upon whom notices or other documents may be served as pro- I vided by Section 713.13(1)(a)7,Florida Statutes. Name Address Phone: Fax: In addition to himself,owner designates Of Phone: Fax: to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. =Expir ion date of Notice of Commencement(the expiration date is I year from the date of recording unless a different date Is specified) A 4ndrttJ Menocal Signature of Owner Printed Name of Owner NOT have relied upon the following identification of the Affiant R LEE WEAVER 07 9 _ an sc COMMISSION#DD395570 worn to and subscribed before me this 23 EXPIRES FEB 10 I=2009 d4ay of (xM 99 BONDED rrROUGH wmW .7 IDa Signs,_ PAJ INSURANCE COMPANY .—Y aignature t d inled N... Hou a Map For: Qyn�ftto (y��qc o ( Window World of Jacksonville —,-- i c. nr 8110 Cypress Plaza Dr St 405 Fi SPAX3 Jacksonville, FL 32256 Phone: (904) 443-7001 Gregory Fite CBC1250321 l � 3 NOT TO SCALE ow i r-.s Win ow Size Window Tyne 1. (4 '/a x 59 a. r� x 5CO/ k SSI, o?qQ 3 . i k '17 House Map For: Y�re�.j �Co� Window World of Jacksonville Or 8110 Cypress Plaza Dr St 405 6e�ch4SL A22&3 3 Jacksonville, FL 32256 Phone: (904) 443-7001 Gregory Fite CBC1250321 1 NOT TO SCALE Window Size Window Type 1, f 7 5 n a V)N O Florida Building Code Online Page 1 of 4 BCIS Home Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Product Approval 0 i4 USER: Public User : Product Approval Mem>Pro u t or Ap hcation Search>Application Lit>Application Detail FL# FL9962 Application Type New Code Version 2004 Application Status Approved �- Comments Archived Product Manufacturer Alside Window Company Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 mfernbaugh@alside.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider 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 FL9962 RO COI Certificate_of_Inde�endence.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/101/I.S. 2 1997 AAMA/WDMA/101/I.S. 2/A440 2005 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv9sspQq lAkI8... 8/19/2008 Florida Building Code Online Page 2 of 4 Accepted Engineering Practice 2004 ASTM E1300 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/20/2007 Date Validated 11/20/2007 Date Pending FBC Approval 11/28/2007 Date Approved 12/11/2007 __—.___._._..._.......___.._ :Summary of Products 1FL# Model, Number or Name Description 9962.1 a. Model 02A2 Extruded PVC Horizontal Sliding Window - (XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9962 RO II INST 9962.1 pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: s Design Pressure: N/A Evaluation Reports Other: See INST 9962.1 for Design Pressure FL9962 RO AE E_VAL 9962,1.pdf s Ratings, any additional use limitations, installation Created by Independent Third Party: instructions and product particulars. 9962.2 b. Model 02A3 Extruded PVC Horizontal Sliding Window - (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No _FL9962. RO II I.N_ST 9962 2TDdf 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 9962.2 for Design Pressure FL9962 RO AE EVAL 9962.2.Ddf Ratings,any additional use limitations, installation Created by Independent Third Party: instructions and product particulars. ---7 9962.3 c. Model 0102 Extruded PVC Horizontal Sliding Window with Nailing Fin - (XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9962 RO II INST_ 9962.3.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 9962.3 for Design Pressure FL9962 RO AE EVAL_9962.3.Ddf Ratings, any additional use limitations, installation Created by Independent Third Party: instructions and product particulars. 9962.4 d. Model 0103 Extruded PVC Horizontal Sliding Window with Nailing Fin - (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9962 RO II INST 9962.4.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 9962.4 for Design Pressure FL9962 RO AE_EVAL 9962.4.Ddf Ratings, any additional use limitations, installation Created by Independent Third Party: instructions and product particulars. 9962.5 e. Model 0202 Extruded PVC Horizontal Sliding Window - (XX i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq v9sspQglAkI8... 8/19/2008 Florida Building Code Online Page 3 of 4 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9962 RO II INST 9962,5 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 9962.5 for Design Pressure FL9962 RO AE EVAL 9962.5df Ratings, any additional use limitations, installation Created by Independent Third Party: instructions and product particulars. 9962.6 f. Model 0203 Extruded PVC Horizontal Sliding Window - (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9962 RO II INST 9962.6.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 9962.6 for Design Pressure _F_L9962 RO—AE EVAL 9962.6.pdf Ratings, any additional use limitations, installation Created by Independent Third Party: instructions and product particulars. 9962.7 g. Model 0402 Extruded PVC Horizontal Sliding Window - (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No _F_L9962 R0_II INST 9962.7..df 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 9962.7 for Design Pressure FL9962 RO AE EVAL 9962 7df Ratings, any additional use limitations, installation Created by Independent Third Party: instructions and product particulars. 9962.8 h. Model 0502 Extruded PVC Horizontal Sliding Window - (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9962 RO II INST 9962.8.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 9962.8 for Design Pressure FL9962 RO AE EVAL 9962.8.pd Ratings, any additional use limitations, installation Created by Independent Third Party: instructions and product particulars. 9962.9 i. Model 0602 Extruded PVC Horizontal Sliding Window - (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9962 RO II INST 9962.9.p df 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 9962.9 for Design Pressure FL9962 RO AE EVAL9952.9.pdf Ratings, any additional use limitations, installation Created by Independent Third Party: instructions and product particulars. 9962.10 Model 0503 Extruded PVC Horizontal Sliding Window - (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9962 RO II INST 9962.10.Qdf 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 9962.10 for Design Pressure FL9962 R2 AE _EVAL 9962.1df Ratings, any additional use limitations, installation Created by Independent Third Party: instructions and product particulars. 9962.11 k. Model 0603 Extruded PVC Horizontal Sliding Window - (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9962 RO II INST 9962..11.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv9sspQgIAkl8... 8/19/2008 Florida Building Code Online Page 4 of 4 Impact Resistant: NoCreated by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: See INST 9962.11 for Design Pressure FL9962 RO AE EVAL 9962.11 pdf Ratings, any additional use limitations, installation Created by Independent Third Party: instructions and product particulars. ..._............................-............ Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 1555 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 M_olaimerr Product Approval Accepts: ,i3.. iC'hACk VRHf)pn� Bob 6Rsgrpd rk�fl3Y'. Yl RIfY� http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv9sspQglAkI8... 8/19/2008 Ak Architectural Testing AAMA/WDMA/CSA TEST REPORT Rendered to: ASSOCIATED MATERIALS,INC. SERIES/MODEL: 0502/0602/8002/9002 PRODUCT TYPE: PVC Horizontal Sliding Window (Type XX) Summary of Results Title Test Specimen#1 Test Specimen#2 Test Specimen#3 HS-R20 HS-LC30 HS-LC40 Primary Product Designator 2134 x 1727 1829 x 1422 1829 x 1219* 84 x 68 72 x 56 72 x 48* Design Pressure 960 Pa 20.0 s 1440 Pa 30.0 s 1920 Pa 40.0 s Operating Force in motion 63 N 14.0 lb N/A N/A Air Infiltration 0.8 L/s/m 2 N/A N/A (0.15 cf Vft Water Penetration Resistance Test Pressure 290 Pa 6.0 s N/A N/A Uniform Load Structural Test Pressure ±1440 Pa 30.0 s ±2160 Pa 45.0 s ±2880 Pa 60.0 s Forced Entry Resistance Grade 10 NIA N/A Test Completion Date: 11/13/06 Reference must be made to Report No. 69396.01-501-47, dated 12/15/06 for complete test specimen description and data. 130 Derry Court York, PA 17406-8405 phone: 717-764.7700 fax: 717-764.4129 www.archtest.com Ak /00011L Architectural Testing AAMA/WDMA/CSA TEST REPORT Rendered to: ASSOCIATED MATERIALS, INC. 3773 State Road Cuyahoga Falls,Ohio 44223 Report No.: 69396.01-501-47 Test Dates: 11/13/06 Through: 11/16/06 Report Date: 12/15/06 Expiration Date: 11/16/10 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Associated Materials, Inc. to witness testing on three Series/Model 0502/0602/8002/9002, PVC horizontal sliding windows at their facility located in Cuyahoga Falls, Ohio. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: HS-R20 2134 x 1727 (84 x 68); Test Specimen#2: HS-LC30 1829 x 1422 (72 x 56); Test Specimen#3: HS-LC40 1829 x 1219* (72 x 48*). Test specimen descriptions 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 Descriptions: Series/Model: 0502/0602/8002/9002 Product Type: Poly Vinyl Chloride (PVC)Horizontal Sliding Window (Type XX) Test Specimen#1: HS-R20 2134 x 1727 (84 x 68) Overall Size: 2134 mm(84")wide by 1727 mm(68")high Sash Size(2): 1048 mm(41-1/4")wide by 1608 mm(63-5/16")high Screen Size: 1000 mm(39-3/8")wide by 1610 mm(63-3/8")high Overall Area: 3.7 mZ(39.7 ft2) 130 Derry Court York, PA 17406-8405 phone: 717-764-7700 fax: 717.764-4129 www.archtest.com Ak 69396.01-501-47 Architectural Testing Page 2 of Test Specimen Descriptions: (Continued) Test Specimen#2: HS-LC30 1829 x 1422 (72 x 56) Overall Size: 1829 mm(72")wide by 1422 mm(56")high Sash Size(2): 899 mm(35-3/8")wide by 1302 mm(51-1/4")high Overall Area: 2.6 mZ(28.0 ft') Test Specimen#3: HS-LC40 1829 x 1219* (72 x 48*) Overall Size: 1829 mm(72")wide by 1219 nun(48")high Sash Size(2): 897 mm(35-5/16")wide by 1102 mm(43-3/8")high Overall Area: 2.2 m2(24.0 ft') The following descriptions apply to all specimens. Finish: All PVC was white. Glazing Details: The sash were interior 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 corner construction. Rigid PVC drop-in roller tracks were applied at the sill. 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 secured with a flexible vinyl spline. Weatherstripping: Description Quantity Location 4.7 mm(0.187")backed by 2 Rows Top and bottom rails,jamb stiles 6.1 mm(0.240")high pile with center fin Ak 69396.01-501-47 Architectural Testing Page 3 of Test Specimen Descriptions: (Continued) Weatherstripping: (Continued) Description Ouanti Location 4.7 mm(0.187')backed by 1 Row Interior meeting stile 4.8 mm(0.190")high pile with center fin 4.7 mm(0.187")backed by 1 Row Exterior meeting stile(exterior) 8.9 mm(0.350")high pile with center fin 4.7 mm(0.187")backed by 1 Row Exterior meeting stile(interior) 10.0 mm(0.400")high vinyl jacket/foam-filled bulb 25.4 mm(1.0")by 12.7 mm(1/2") 4 Meeting stiles,one at each end backed by 6.4 mm(0.250")high adhesive-backed pile pad Hardware: Description Quantit Location Metal cam lock 2 Lock stile,one 216 mm(8-1/2") and keeper from each end Dual metal roller with 4 Bottom corner of sash plastic housing PVC anti-lift blocks 2 Head,one at each sash Drainage: Description Ouantity Location 25.4 mm(1")wide by 4 Exterior face of sill,two at 6.4 mm(1/4")high weepslot each end 25 mm(1")wide by 2 Intermediate sill wall,one 4.7 mm(3/16")high weepslot at each end 19.1 mm(3/4")wide by 2 Sill screen track, one at 3.0 mm(1/8")high weepslot each end Ak 69396.01-501-47 Architectural Testing Page 4of9 Test Specimen Descriptions: (Continued) Drainage: (Continued) Description Quantit Location 25.4 mm(1")wide by 2 Interior sill track, one at each end 12.7 mm(1/2")deep weepslot 25.4 mm(1")wide by 2 Exterior sill track,one at each end 4.8 mm(3/16")deep weepslot 9.5 mm(3/8")wide by 4 Bottom sash rails, one at each end 4.8 mm(3/16") deep weepslot Reinforcement: The lock and keeper stiles contained a custom shaped, formed steel reinforcement measuring 18.2 mm by 17.3 mm by 1.0 mm (0.715" by 0.680" by 0.040"), reference Drawing No. UY0088. Installation: The unit was installed in a wood buck constructed of Spruce-Pine-Fir construction lumber and secured through the frame to the buck using five #8 x 64 mm (2-1/2") long screws, one at the top and bottom of each jamb, and one at midspan of the head. The exterior and interior perimeter was sealed with a silicone sealant, with the exception of an approximate 150 mm (6") 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. Test Results: The results are tabulated as follows: Para rg aph Title of Test-Test Method Results Allowed Test Specimen#1: HS-R20 2134 x 1727(84 x 68) 2.2.2.5.1 Operating Force per ASTM 2068 5.3.1.1 Interior Sash Open Breakaway 99 N(22 lbs) N/A Maintain motion 63 N(14 lbs) 90 N (20 lbs) Close Breakaway 59 N(13 lbs) N/A Maintain motion 53 N(12 lbs) 90 N(20 lbs) Ak 69396.01-501-47 Architectural Testing Page 5 of Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen#1: HS-R20 2134 x 1727(84 x 68)(Continued) Exterior Sash Open Breakaway 77 N(17 lbs) N/A Maintain motion 45 N(10 lbs) 90 N(20 lbs) Close Breakaway 53 N(12 lbs) N/A Maintain motion 45 N(10 lbs) 90 N(20 lbs) Locks Open 45 N(10 lbs) 100 N(22.5 lbs) Close 36 N(8 lbs) 100 N(22.5 lbs) 2.1.2 Air Infiltration per ASTM E 283 See Note#1 5.3.2 75 Pa(1.57 psf,25 mph) 0.8 L/s/m2 1.5 L/s/m2 (0.15 cfm/ft2) (0.30 cfm/ft2)max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in ANSIIAAMA/NWWDA 1011I.S.2-97, 1011I.S.2/NAFS-02, AAMA/WDMA/CSA 1011I.S. 2/A440-05 for air infiltration. 2.1.3 Water Resistance per ASTM E 547 5.3.3 (with and without screen) 140 Pa(2.90 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 stile) (Loads were held for 10 seconds) 720 Pa(15.0 psf)(positive) 23.6 mm(0.93") See Note#2 720 Pa(15.0 psf)(negative) 29.2 mm(1.15") See Note#2 Note#2: The deflections reported are not limited by AAMA/WDMA/CSA 10UI.S.21A440-05 for this product designation. The deflection data is recorded in this report for special code compliance and information only. Ak 69396.01-501-47 Architectural Testing Page 6 of Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen#1: HS-1120 2134 x 1727(84 x 68)(Continued) 2.1.4.2 Uniform Load Structural per ASTM E 330 5.3.4.3 (Permanent sets reported were taken on the exterior meeting stile) (Loads were held for 10 seconds) 1080 Pa(22.5 psf)(positive) 1.5 mm(0.06") 6.4 mm(0.25")max. 1080 Pa(22.5 psf)(negative) 2.5 mm(0.10") 6.4 mm(0.25")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 A 1 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 2.2.2.5.2 Deglazing Test per ASTM E 987 5.3.6.3 Interior Sash In operating direction- 320 N(70 lbs) Lock stile 1.5 mm(0.06") 11.43 mm(0.45") Handle stile 1.5 mm(0.06") 11.43 mm(0.45") In remaining direction-230 N(50 lbs) Top rail 0.8 mm(0.03") 11.43 mm(0.45") Bottom rail 0.8 mm(0.03") 11.43 mm(0.45") Exterior Sash In operating direction-320 N(70 lbs) Keeper stile 1.5 mm(0.06") 11.43 mm(0.45") Handle stile 1.5 mm(0.06") 11.43 mm(0.45") In remaining direction-230 N(50 lbs) Top rail 0.8 mm(0.03") 11.43 mm(0.45") Bottom rail 0.8 mm(0.03") 11.43 mm(0.45") Ak 69396.01-501-47 Architectural Testing Page 7 of Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen#1: HS-R20 2134 x 1727(84 x 68)(Continued) Optional Performance 4.3 Water Resistance per ASTM E 547 4.4.3.4 (with and without screen) 290 Pa(6.0 psf) No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330 4.4.3.2 (Deflections reported were taken on the exterior meeting stile) (Loads were held for 10 seconds) 960 Pa(20.0 psf)(positive) 32.0 mm(1.26") See Note#2 960 Pa(20.0 psf)(negative) 38.4 mm(1.51") 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 stile) (Loads were held for 10 seconds) 1440 Pa(30.0 psf)(positive) 2.0 mm.(0.08") 6.4 mm(0.25")max. 1440 Pa(30.0 psf)(negative) 3.0 mm(0.12") 6.4 mm(0.25")max. Test Specimen#2: HS-LC30 1829 x 1422 (72 x 56) Optional Performance 4.4.1 Uniform Load Deflection per ASTM E 330 4.4.3.2 (Deflections reported were taken on the exterior meeting stile) (Loads were held for 10 seconds) 1440 Pa(30.0 psf)(positive) 15.5 mm(0.61") See Note#2 1440 Pa(30.0 psf)(negative) 19.6 mm(0.77") 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 stile) (Loads were held for 10 seconds) 2160 Pa(45.0 psf)(positive) 0.8 mm(0.03") 5.2 mm(0.20")max. 2160 Pa(45.0 psf)(negative) 1.5 mm(0.06") 5.2 mm(0.20")max. AL / 69396.01-501-47 Architectural Testing Page 8of9 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen#3: HS-LC40 1829 x 1219* (72 x 48*) Optional Performance 4.4.1 Uniform Load Deflection per ASTM E 330 4.4.3.2 (Deflections reported were taken on the exterior meeting stile) (Loads were held for 10 seconds) 1920 Pa(40.0 psf)(positive) 10.9 mm(0.43") See Note#2 1920 Pa(40.0 psf)(negative) 13.5 mm(0.53") 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 stile) (Loads were held for 10 seconds) 2880 Pa(60.0 psf)(positive) 0.5 mm(0.02") 4.4 mm(0.17")max. 2880 Pa(60.0 psf) (negative) 1.0 mm(0.04") 4.4 mm(0.17")max. Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing, Inc. and are representative of the test specimens reported herein. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by Architectural Testing, Inc. 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. � - �1'+�►, gym + w.r *yea... ogr�,.r.e,r rdr�rr,..naa..rr.�oaa. Lynn George Michael L. Mackereth Project Manager Director-Operations LG:cls Attachments(pages): Appendix-A: Alteration Addendum(1) Appendix-B: Drawings(11) City of Atlantic Beach APPLICATION NUMBER js r � Building Department (To be assigned by a Building Department.) T 800 Seminole Road Atlantic Beach, Florida 32233-5445 v (Q Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Department review required Yes No Property Address: Q9 J � _Kding I 1 Applicant: I` J 'n 1 of Zoning —�—T�[�! 1� r Public Works Public Utilities Project: Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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: APPL ATION STATUS Reviewing Department First Review: Approved. ElDenied. (Circle one.) Comments: BUILDING PLANNING &ZONING PUBLIC WORKS Reviewed by: Date: a6 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: