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Permit 290 Magnolia St (vault) ,f SS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD } ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 '�JJ331> INSPECTION EMAIL REQUEST: Building-dept(a,coab.us Application Number . . . . . 07-00000754 Date 6/19/07 Property Address . . . . . . 290 MAGNOLIA ST Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2995 --- ------------------------------------------------------------------------- Application desc REPLACEMWNT WINDOWS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HILLIS, ROBERT WINDOW WORLD OF JACKSONVILLE 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 1 Flood Zone . . . . . . . . ZONE X --------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2995 Expiration Date . . 12/16/07 -------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *EMAIL INSPECTION REQUESTS TO: BUILDING-DEPT@COAB.US ------------------------------------------------------------------------- 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PERMIT r BUILDING /ZONING DEPARTMENT APPLICATION# 800 Seminole Road �.' Atlantic Beach,Florida 32233 �JFtl�r (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIR DEPT: r Y N PLANNING Property Address: �9a o b+' Z / BUILDING YA I PUBLIC WORKS Applicant: 0 N PUBLIC UTILITIES ,/ Y N FIRE DEPT. Project: ��!/�O � � ` Y N PUBLIC SAFETY N APPROVAL w v o REQUI�ED AGENCY: RECEIVED BY: INITIAL: DATE: w Y D.E.P HUFSTETLER O= O Y f N SA.R.W.M. CARPER _W YirN ARMY CORPS of ENG CARPER H O Yj N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP IEWED BY: I AL: AT . 1 ST REV 1/ 7 PLANNING 2ND REV BUILDING PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY 3RD REV Return this form to the Building Department once you have entered your comments into the AS400. �• 29•D9 05/22/2006 15:53 FAX 904 443 7001 WINDOW WORLD JACSSONVILE X1003 CITY OF ATLANTIC BEACH WMOWS,S"UGII TS,GARAGE DOORS,HUMUCANE SHUTTERS t Date: Job.,l dd-ass:. ag o Maw-stn wL S�- N hA r is_ c k\ FL S< a 3 3 own-'r._ Plta3erj Address:, O SWN RH\a-\i c, 8 eo eh .F;L�anL23 Phone: (g -A O b Legs].Dt sc7ription: Block Number: Lot Number: ,Zoning District: CODTract W: �'�{, State License Number: G' C 1 a 5 0-A Addr.-ss:20.1 pin7a 5_9M . gone: gam. (443-2CM1 City:„_ c.:.a apr)0 k its?- State: IFL zip-_3 Fax: qpL_i-qq 3--7-77 Desr..:ibe proj osed use and work to be dome: Prese:►t u;e oi'land or building(s): -Valu:tion of proposed construction: S. O Q Is aM.Tov it of Homeowner's Association or other private entity required? NLD If yes,p'easi.submit with this applic:atic ix. . Regmiirei Bui(ding Data: Me.= Ro if Height 2-� (8) Building Width 7 4' (ft) Building Length f (ft) Roof:31ol e 2- Window Height (-e (ft) Window Width.,-3 (ft) Windhw ilev.itiion from Grade Mewssrei wnt from corner of building to window (it) Num Fier -f wi adown being lnstslled � Ks"Roof Relght VA/ 800 Seminole,Road •Atlantic Reach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5645 - http://www.cLatiantic-bw-tch.Lus Page I Revised V27/03 05/22/2006 15:53 FAX 904 443 7001 WINDOW WORLD JACRSONVILE 16 004 l _ • Procedeve: bm o-der.to 1qxp44te',issuartce of permits providg all in tarmatfon as annrooriabe. Incromplete applications may result in bels,v in:ssuance of permit. M]�fhaii n a,r.'Aiti on k the building data,the following Worm*tion is required:' 1. 1--fan ifac:.itrees Test Report with Uniform Structural Load W 2. ]inti Ilation Procedures 3. TV=-ow 11escription/Type 4. 43ars ge Il nor Descriptlonfl)�pe 5. G kali;hts bescriptionn ype 6. :Eurz'.cane!Shutter DescriptionJType 7. E-levr tion View of Window Locations I hereby ee dfy teat all informatio 'dad with this application is correct Sigru�,rc o'Owr•ar. nate I hemt.y cc tify _bat I have read and examined tins application end know the some to be true and correct. All provisions of the laws and ordinor.ow.,;over-ung this type of work will be complied with,wbethmr spwifted hemin or not. The graining of a petmit,does not presame to ' give aultwi y to•••iolate or.m acd the peovisiona,of may federa) state of local rubs,regpWons,.ordirmcas,or laws in any manner,including the govewi ug o'cm mution or the performance of construction of the Frapa W. I understand that the issuance of this:permit is centirugeat upon the above:hforr iatiot.being true and collect and"the plans and supporting data beve krona or sball be provided.ser required • Signattr.-oof^pnt-t►otor. a'' Addru;as t•can tact information of pion to receive all,cwnrespottdewm regarding this applicido-n(31ovie print). Name: (1 C (/�t -� c7j D4iailiar-Ad Iren: CV Q C Q Or S 12 aL15 o Telespbe-w: Faz:alb-�/-HY 3• 7 �g lr-Mail (.�!vt�el: Nth!Q) es a� �e�YYfCn�• tong AS TC}•-.)W.TER; Sworn t a an I sub.tarilmd•beftm me this r d day of rl a,:�! 2t7� State of Mor da,Corm y of Duval C�dNotary's Signature: A. SUSAN GERTH 'MY COMMISSION#DD635096 personally lmown EXPIRES;February 18,2611 pfd idEndfiosnon . I•BOa3•N(3TA0.Y Pi.Notary Ducamt Mix Co. 115511.. . Type of identification produced AS TO,;:ON CRA'TOR v Sworn e:aa4: subr•.cnbed before fie this 3 day of A A`} _ _ _ 20-e-7. _..7.• . State of Mori ta,County ofDuval Notary's Signature: R LEE WEAVER �eison Ily 1cmOwn NOTAW C I DD395570 PUSIXProduced•idantif�cadon s 6 RE!102009 , Type of ident&Ati ' '"" OUOI' oa S00 Scm tole Road Atlantic Seach,Florida 32233-5445. phone: (904)247-5800 Fax: (904)247-5845 http://www:CL&tlaatic-beseiufLtu • Rev;sed tmro3 Page 2, 05/22/2008 15:53 FAX 904 443 7001 WINDOW WORLD JACRSONVILE (moos atm or Cta H INN HEM' RAMCO PORIA 4 PI M113 A cteto to:(coolonc self-iddtoi led emnW eavelope Doc#2007177879,OR BK 14007 Page 2042, gess: Number Pages:1 Filed&Recorded 05/30/2007 at 01:43 PM, Addtnee: JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 Tbis rmUllmeat rr..I we by: Nstee: Addross: Property Appaiser•:Pati rd[dc 3ditcedoo �• SIAM Aft W TNR Lata POR PROCUMM DATA 11PACII AW"TNR t=PDR ISCOP MO DATA NOTICE OF COMMENCEMENT 1-7030 toy Fob No- Tax Folio No. wlrate-�f Fla,lda Owns OLS al 'I1N w�derl{pned hereby g notke that MnProrenfsnts will be made to osrbin Intel property,Ofd in acorndanoe WO dopier 713 01 do I torlda Stat< S.40 following 11010W OR b pr~in lhb NOTICE OF COMMF.NCEIII W- Lqal lescr-plim of properly(include Street Addrodfe,d avalUp- !a5-28C I k):%C- :S'. - Gl mw il dei•criplion of improvementS Tc,>`-:)I OCLQW _C"nk ae no Q r4- 0104lANA'me�aI C-k- \`�S Cnvner s lotri est in site of the imp erg ._.�'S l 'CaM1 61 Fc a SI V49 Title holder(M other than owner) V AI:Idref f Phone: Few Ccnba,tor .. c Nadrea f $: Phone: qbg- Fax: _qQq-(1 f3-727A Surely ,_ Phone- For. A4*98 I_ Amount 01 bond S Urldet I Nem Ad ares l:^ Phone: Fax: Ptfraor I wn MR the Stab of Florida deeignaad-by owner Upon whom natkee or otlter doournerde,nay be served as pro• vio'ed I y Se NOR TIL13(1)(a)?,fFlorlde Statutes. Name AOM i _ Phope: Fax, In=ad,on t( himself,owner designates t7' _ Phone: Fax: to scei to a-Zpy of the Uenoes Notice as Provided In Section 713.13(1)(b),Florida Statutes. a Explrad m Notice r (on explmdon date is 1 year tram the dale of recording ur:lass a different date Is specified) LG►-f lc%/�/I1s11L o.e r Pdmcd ftm rowaw _ NOPA"ROIII0.$TAW U& t have faked npbll lilt rollowlm biondfice iaa of the ARIam F U L 07 It.oe� --bed be"me lbic` day of 7 2 A. SUSAN GERTH ' MY COMMISSION•#DD635096 EXPIRES:F'etn,ary 1$,2011 wtw.d n» TfaTE: / Coate Tzj �ccU�}G tOD•3•NOTARY Fl.Notary Discount Assoc.Co. fob cSs (904)443.7001 (800)549.5132 6110 Cypress Plaza Drive,Ste 405 Fax(904)443.7778 T 5 Jacksonville,FL 32256 l ; i � 0 � kf a 35 r �t Gkjl�)C) 0 4 f � �,........�-•- -^. �f ^l r�5 ` l'..l /f ..l�`.". q (((f X f 0 (904)443-7001 (800)549-5132 8110Cypress Plaza Drive,Ste 405 Fax(904)443-7778 ov Jacksonville,FL 32256 03 f- " D 611 Florida Building Code Online Page 1 of 3 BCIS Home Log In % Hot Topics ( Submit Surcharge Stats&Facts Publications ! FBC Staff BCIS Site Map Links Search h Product Approval v USER: Public User * " PrQdu��t Aoorov✓ftnsi>PrQd"-QAicaln ea h>Aaolic i n i >Application Detail lt FL # FL1089-R1 Application Type Revision Code Version 2004 Application Status Approved Comments �,. Archived Product Manufacturer Alside, Inc., Division of AMI 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 Referenced Standard and Year(of Standard Year Standard) ANSI/AAMA/NWDA 101 IS-2 1997 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/14/2005 Date Validated 08/05/2005 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgtwudLxnkwGm... 5/30/2007 Florida Building Code Online Page 2 of 3 Date Pending FBC Approval 08/09/2005 Date Approved 08/24/2005 ........................._......._........_.............................._..................._...................._._............._.................._......_.. .................._........__..............._......__.............._.........._..........................................................._..............., Summary of Products FL# IlModel, Number or Name Description 1089.1 0201 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: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0201:48x78 (1/8" annealed) DP30, 44x77 (1/8" annealed) DP35, 44x60 (1/8" annealed)DP45, 36x72 (1/8" annealed) DP55 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: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0301:48x77 (3/32" annealed) DP25, 44x77 (3/32" annealed) DP30,44x60 (3/32" s annealed)DP35, 36x72 (3/32" annealed) DP50 1089.3 0401 Replacement: 48x78 DP25, 44x77 DP30, 44x60 DP40, 36x72 DP35; 1/8" glass 3 Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0401:48x78 DP25 (1/8" annealed), 44x77 (1/8" annealed) DP30, 44x60 (1/8" annealed)DP40, 36x72 (1/8" annealed) DP35 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: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0501:52x84 (1/8" annealed) DP25, 4407 (1/8" annealed) DP40, 44x60 (1/8" annealed)DP45, 3602 (1/8" annealed) DP45, 36x60 (1/8" annealed) DP60 1089.5 0501 Replacement: 52x61 DP35; 1/8"glass,3 cam locks/keepers,"DP" tilt latch w/"H Key" Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0501:52x61 "C" package (1/8" annealed) DP35 1089.6 118001 Replacement: 4407 DP30, 44x60 DP40, 36x72 DP40; 3/32" glass Limits of Use (See Other) Certification Agency Certificate Approved for use In HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDq twudLxnkwGm... 5/30/2007 Florida Building Code Online Page 3 of 3 I Design Pressure: Other: 8001:44x77 DP30,44x60 DP40,3602 DP40 1089.7 9001 Replacement: 4407 DP35, 44x60 D1350, 3602 DP50, 36x60 DP65; 3/32" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 9001:4407 DP35,44x60 D1350,3602 IDP50,36x60 DP65 .......................... ............. ............................. Back Next DCA A&mwstration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Suncom 277-1824,Fax(850)414-8436 C 2000-2005 The State of Florida.All rights reserved.Copyright and Disclaimer er Product Approval Accepts: 29 FIRM Eil E EMCYFYtl http://www.floridabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVXQwtDqtwudLxnkwGm... 5/30/2007 Florida Building Code Online Page 1 of 3 BCIS Home i Log Ins Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search r Product Approval USER: Public User Product Approval Menu>PnOtici4r Applic tiQn_5garrh>AApplicatiQn l_.ist>Application Detail :a. a c FL # FL1089-Rl Application Type Revision M Code Version 2004 K, Application Status Approved Comments w4' Archived Product Manufacturer Alside, Inc., Division of AMI 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 Referenced Standard and Year(of Standard Year Standard) ANSI/AAMA/NWDA 101 IS-2 1997 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/14/2005 Date Validated 08/05/2005 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtwudLxnkwGm... 5/30/2007 Florida Building Code Online Page 2 of 3 Date Pending FBC Approval 08/09/2005 Date Approved 08/24/2005 ___..............-__.......____,..__......_._._.......... ..__......... ........_.._.. .......__-.........._......_._..._.....__.__...._.Y_........_........_...._......._.......__........___......................................_._...._.._................ Summary of Products FL# Model, Number or Name Description i 1089.1 0201 Replacement: 4808 DP30, 44x77 DP35, 44x60 DP45, 3602 DP55; 1/8" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0201:4808 (1/8" annealed) DP30, 44x77 (1/8" annealed) DP35, 44x60 (1/8" annealed)DP45, 3602(1/8" annealed) DP55 1089.2 0301 New Construction: 4807 DP25, 4407 DP30, 44x60 DP35, 3602 DP50; 3/32" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0301:4807 (3/32" annealed) DP25, 4407 (3/32" annealed) DP30, 44x60 (3/32" annealed)DP35, 3602 (3/32" annealed) DP50 1089.3 0401 Replacement: 4808 DP25, 4407 DP30, 44x60 DP40, 3602 DP35; 1/8" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0401:4808 DP25 (1/8" annealed), 4407 (1/8" annealed) DP30, 44x60 (1/8" annealed)DP40, 3602 (1/8" annealed) DP35 1089.4 0501 Replacement: 52x84 DP25, 4407 DP40, 44x60 DP45, 3602 DP45, 36x60 DP60; 1/8" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0501:52x84 (1/8" annealed) DP25, 4407 (1/8" annealed) DP40, 44x60 (1/8" annealed)DP45, 3602 (1/8" annealed) DP45, 36x60 1/8" annealed) DP60 1089.5 0501 Replacement: 52x61 DP35; 1/8" glass,3 cam locks/keepers,"DP" tilt latch w/"H Key" Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0501:52x61 "C" package (1/8" annealed) DP35 1089.6 8001 Replacement: 4407 DP30, 44x60 DP40, 36071 2 DP40; 3/32" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDq twudLxnkwGm... 5/30/2007 Florida Building Code Online Page 3 of 3 Design Pressure: +/- Other: 8001:4407 DP30,44x60 DP40,3602 DP40 i 1089.7 9001 Replacement: 44x77 DP35, 44x60 DP50, 3602 DP50, 36x60 DP65; 3/32" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 9001:4407 DP35,44x60 DP50,3602 D1350,36x60 DP65 Back Next QCA-Adrnin I strawri Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Suncom 277-1824,Fax(850)414-8436 0 2000-2005 The State of Florida.All rights reserved.Copyright and Disclaimer Product Approval Accepts: Mn FINS ER ".Fl./tin s�Eured VERIFY- http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgtwudLxnkwGm... 5/30/2007 Ak Architectural Testing AAMA/WDMA/CSA TEST REPORT Rendered to: ALSIDE WINDOW COMPANY SERIES/MODEL: 0201 PRODUCT TYPE: PVC Double Hung Window Summary of Results Title Test Specimen#1 Test Specimen#2 Test Specimen#3 PrimaryProduct Designator H-LC25 1118 x. 1956 H-LC45 1 1 18 x 1524* H-LC55 914 x 1524* g 44 x 77 44 x 60* 36 x 60* Design Pressure* 1200 Pa 25.0 pso 2160 Pa 45.0 pso 2640 Pa(55.0 pso Negative Design Pressure* _ 1200 Pa 25.0 pst) 2160 Pa 45.0 pst) 2640 Pa 55.0 st Operating Force in motion _ 89 N 20 Ib N/A N/A LI L/s/m Air Infiltrationz N/A N/A 0.21 cfm/t _ Water Penetration Resistance Test Pressure 440 Pa 9.0 pst) N/A N/A Uniform Load Structural Test Pressure ±1800 Pa(±37.5 sf) ±3240 Pa(±67.5 s ±3960 Pa(182.5 pst) Forced Entry Resistance Grade 10 N/A N/A *-Optional Secondary Designators Test Completion Date: 01/27/06 Reference must be made to Report No. 62609.02-501-47, dated 02/14/06 for complete test specimen description and data. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764.4129 www.archtest.com g Ak 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 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, 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 #1: H-LC25 1 1 18 x 1956 (44 x 77); Test Specimen #2: H-LC45 1 118 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/l.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. AAMA/WDMA/CSA 101/l.S.2/A440-05, Standard/.Specification for Windows, Doors, and Unit Skylights. Test Specimen Description: Series/Model: 0201 Product Type: Poly Vinyl Chloride (PVC) Double Hung Window Test Specimen #1: H-LC25 1 1 18 x 1956(44 x 77) Overall Size: 1 1 18 mm(44") wide by 1956 mm (77") high Top Sash Size: 1.035 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 fe) 130 Derry Court York, PA 17402-9405 phone: 717.764-7700 fax: 717.764.4129 www.archtest.com op 'K a° . I ii y S Y t T "4 0��8 ACS j G�8�t� 191 5So V M, . •N cx"(A�. ST .r. .2�',�►t. . "U'k1"E�, gip►.. 62609.02-501-47 Architectural Testing Page 2of10 Test Specimen Description: (Continued) Test Specimen#2: H-LW 1 1 l8 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 ft2) 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 corner 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. Ak / 62609.02-501-47 Architectural Testing Page 3 of 10 Test Specimen Description: (Continued) Weatherstripping: Description Quantity Location 4.7 mm (0.187") backed by I Row Head insert, sill, lock rail 6.6 mm (0.260") high pile with center fin 4.7 mm(0.187') backed by l 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 I Row Exterior meeting rail (interior) 14.0 mm (0.550") high vinyl jacket/foam filled bulb 4.7 mm (0.187') backed by I 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 QuantiLy Location Metal button cam lock I Lock rail at mid-span, with mating and keeper keeper at exterior meeting rail (Test Specimen #I) 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 Ak 62609.02-501-47 Architectural Testing Page 4of10 Test Specimen Description: (Continued) Drainage: Description Quantity 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 (I-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 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 Open 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 Ib) 100 N (22.5 lbs) Close 5 N (I Ib) 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/ft2) max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in ANSI/AAMA/NWWDA 1011I.S.2-97, 101115.2/NAFS-02, AAMA/WDMM/CSA 1011E S. 2/A440-05 for air infiltration. Ak 62609.02-501-47 Architectural Testing Page 6 of 10 Test Results: (Continued) Paragraph Title of Test- Test Method Results Allowed Test Specimen #I: H-LC25 l l 18 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 pso(negative) 9.1 mm (0.36") See Note #2 Note #2: The deflections reported are not limited by AAAfA/WDMA/CSA 101/LS.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 min (0.16") max. 1800 Pa(37.5 psf)(negative) 0.3 mm (0.01") 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 A l 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 AL 62609.02-501-47 Architectural Testing Page 7of10 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen#1: H-LC25 l l 18 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) Lett stile 0.8 mm (0.03") 11.43 mm (0.45") Right stile 0.8 mm(0.03") 11.43 mm (0.45") Optional Performance 4.3 Water Resistance per ASTM E 547 4.4.3.4 (with and without screen) 440 Pa(9.0 pst) No leakage No leakage Ak 62609.02-501-47 Architectural Testing Page 8 of 10 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen#2: H-LC45 1 118 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 pso (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 pst)(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 pso (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. Ak 62609.02-501-47 Architectural Testing Page 9of10 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. 0 ?A 401/# 0 Dgblb SOW for Lynn C,eorgs by Jsnni6x L D@V- Di oily Signed by:Michael L kere4h Lynn George Michael L. Mackereth Project Manager Director-Operations LGJld Attachments(pages): Appendix-A: Alteration Addendum(1) Appendix-B: Drawings(13) , DEPARTMENT OF BUILDING CITY OF-ATLANTIC StACH -_� �. .PERM TINFORMATION I i �t�lle Address : 230 MAGNOLIA STREET hermit %' MEC'RANICAL ATLANTIC BEACH, FLORIDA 32233 " of N's ALTERATION" �_:_.�_� .� �� LZGAL DZSCRIPTION L r; Tj � WOOD 'RAMS Lot �"Oc t Section* "r _ ose Nie; SINt3Ll 01",, I a. ANC' D 1 ings > `ad Stub i isidw ATLANTIC BEACH Xtt I m a te d,, Y a` , � � �. Cc�t � Sty. �► A ta' t 3 74�0 _w I N � � �� -PPLIC TION FEES - _ FRIT 3 , A0 LIA STREET INFAC FEE �x CN, FLOR I �� n " RADON '' HF{�R T ,N ----- -- RADON CAB % + E NC SRL CE._ CAPITAL' iX#R VE. ._�.._.� _� ...�'0 .0011_ .w 10" b" . SEWER 'FAQ $0 .00 - 'IL F RII A 3 �►� CRO80 CONNECTION' C,.0 : i4, Tyjp , 3 Std B IMPACT FEE CONST SRCkI10E b + AP � Awa ,. IfiL x 1Vt� E :' ,P j NOTICE,=-BALL C040RETE FOOMS/AND FOOTINGS MUST BE INSPECTED BEFORE POURING I PERMIT VOID SIX MONTHS AFTER C1ATE OF ISSUE .rE s R 11k DING MATERIAL,RUBBISH AfVQ DEBRIS FROM THIS WORK MUST WOT.$'E I?LACEC?IN PUBLIC SPADE,AND MUST BE r CF ARI~0 UP AND'`HAULED AWAY BY E9'I•HER CONTRACTOR UR OWNER ; AlLURE Tt� C Mlm WITH THE MECHANICS LIEN LAVA CAN t E ULT" N ""� P i PEATY OWNE�t PAYING TWICE.�C)f� BUI�.t t�1 IM00OVEM NTE." my m "IBSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR t TON FBF A�'1+L1CASLE-PROVISIONS OF LAW. AT NTIC BEACH BUILptNQ DEPARTMENT BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC MUCH. /LOIUDA**2Se APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: <� v {OF61 Intersecting Streeh: Between CC— f And SO v� WILDING Sub-division 11. IDENTIFICATION — To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the et►ac4d plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances end standards of good practice listed therein. Nasse of Mechanicalcontreeten C40*"fw (Print) j e4f' r Master Name of J Property owner Lo L ON rL l C (e.— sfSrsNsrn of Owner signatsue of M Arlbe►iead Agenf Architect or Engleaer. III. ev*"L N(FORMATION C I'� o Z�-'q S A. TV"beating W: ®• Is OT"IX CONGTIMICTION none Dog ON� BOCA e THIS sU1LO1N0 ON 9IT9 7 Q fm—p U Q Nahrrel O C**W Uf ft IF vss, Siva Nwe"OF CONSTIM1CT10M 13 09 PSNMIT Q OMw — sMcify IV. Ml1CM4IWICAL ptlMbllfT TO N Nis1'ALUID NA OP tf1/011K (Pwride complete lid of componeab ea Md of Ais serol ttesldentlsl or ❑ Commercial O. eat Q Speco O Roasssst W Cwrtwl O RM ❑ New Wlldlng Gndr/iosing: Q *am WCoofwl ❑ letlnp Wilding Q Osxt sem: Mea,,I I WRsphoelllsnt of exlstwq system Mosimwn capacity ❑ New Mste"tien(No system prwiou*water" o O Extension or&*km to exlstlno system EJ Other—epsclty Q Geling sewer: Capacity s,pm. Q Am sprinklers: Number at ►�� O Bevotw (3 Manlift Q heoletsr— TIMI>l/iAICE lAOlt OAm IMf ONLY O Teaks Irwroboe) Resssrb O LPCP too lair ("MAW) Q Unfired preswn vessel o veil«. rwll� 11ppl..erbp O OAw — specify POWAI LIST ALL EQUIPMENT Ani CONDITIONING AND REFRIGERATION eQU!'YENT NUMO erv■w Dr dpUft UP"mumbw e+..aB.r 7or c- c MATING • FURNACES, BOILERS. FIREPI.ACE3 iN�aseetr Vsdta Dsserlptisa 1111W 1111Mt11str (NU v To V r(J N / G TAM now ittaor :elAla Ty"Up" Y3ftillellt liwr Ngo. fffm, r7, !V14 y comemy, of tilt? drajrm,,,rjv systen, ,,'n the nowly dir,noi-Jcpasn; is Cant.,f-gavt of) V'sS Iocatpd vi- aach side of the strrt ets ,I pt ave A"vto-rds gig,'OF he" fOLIC-ItIng Iratrucn'-"n app "y to 'ammV's as who in tbe a the 'Nite prepaxation gtiase and Came'ructimlG"C', ttre '50y.dint," am, j-4.rio.r to 9 nsl-tolla t,l tin of elm.- lot, bee;;W.,ar 'U7t, Pirl-vemn-1, tlAd the lifle prajOvc-ted by ew? zoir nvver uz 'Pathe'r eawha��,e O"Pludying Sewe'Ung) to 'ham ,L-ea -h-:!� the Of the Cr)ntr.%7-4%P.V. If n;,---Jv Is root rl�stak"!d its e,3-6nilt Z.,V rity W.0 be denjud,, dr-�velnlys ce-6-1tour ff V:z swole&. rho� nvIvFr,4,;:, a1,&- lsva -TV., md'verts (,cast irs"), PVC my vw,Y. b:9 installed Sr, 3uct a rranepmr ,-c, wk the inven rt?,Inva- tiOn W11 I Pvrfillt free firnr v-f qztiv-B,Wd wotv ii th�s, Int , - -,, -7,11'rect'l va. Pipe frhall axtmmid a 9).::,nbwur,7 �"-4r tim" -re each 8,1do. of arlys-ways c,?dth py.'ojeotiana C�overad V111th b,rok-fl-11. . Dx*wrater of pipe ahnlilt, be reit,-rmJr%vd by V)e CStv Oullldlnig' Officksy inalm"mch as CO-W-WItIons vazy 'A InnIvIdual lot 3:ltes. wnt 4''z e."Id ap"orw'Opf� Fly Off, *ial pr1ox to oil vagey z"r Date DEPARTMENT OF BUILDING 3729 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 5/30 78 Date-19- Valuation ate 19Valuation$ PLUMBING Fee $ 11.00 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that F• W. Fair Plumbing has permission to build to install 1 sink, 2 lavatories, 2 bAkth tubs, 2 closets, 1 water heater, 1 dishwasher, I 01spos washing machine Classificatio*t �•+ne Owned by Sunburst Construction Lot Block -S/D House No 290 magnolia According to approved plans which are part of this permit NOTICE—AIL111 JCONdt2TE AND FOO MUST O SPECTED E PR y 3 /r PERMIT VOID SIR M'ONTi � AFTER DATE OF ISSUE ,o I I �- � ► 0 Building material, rubbish and debris zfrom this work most not be placed in I public space, and must be cleared Bp ! and hauled away by either contractor or owner. Bill M. Davis Building Official. FOR OFFICE PERMIT USE ONLY NUMBER DATE CONTRACTOR k PLUMBING ELECTRICAL ' SEWER WATER C"rff OF A71..ANTIr hFACH APPLICArION FOR PVJNBrNG PERMIT DA L'I'Cill T rep A/i 116 rYRM NAST04' PLUMBER V1Tr,-'Ff!b-'NTY OCCOPATrONAL LICCHSE MD. /If STATkZ7 tFR 41,111HTRACTIA10--i... -YAa ' 'JPf' OF q 101'MG O'C"ER, YEATERS Z- allfh 'rN,95 XACHINE OTHER mumr Sf4"/.:Tf(JN OF PLUMAING A0 FlXrUrtE,q MUST BE Z# ArrOPPAYCE ItIT9 'WE Most ;TECEPT F01T.70:5i VF THE SOUTHFRU STANDARri PLUMS19r. CCOCE. rte...,, ,..�,..,.s.,..,,.,..W.....,.,��.,,...._..,,,.�.,,,.......,.:,.....,,.._,_..... y. ......,,.. .....,..,.�.,m W ,.W �'L' � aPIG .�r I.r�o1°.d r �ME OF BU.'LLDING Z . GROUP. 0:".NSA xlz'_c' OF OR �t ia" 4A (5 as s � , z�z3�JE 0,370U R HEAD .V�Fu ) sRawr7,R'P� S11RG:ZONE Sk is __.. �DETQ3 FLUSHING RIS �il�'"{_ � a.af'itr') SINE k °:'-� Y STAND units) (3 TAY COMBINATION SINE TRA W oOD DISSPJ.33AL M!'IA ( ,tea U +P 79 I DENTAL UNIT OR CUSPMOt? �i_ urit) o..�_tS y �Rjg q�t�a5ry ��aap�e g y a .a..M_m,. UR:��AL: 5"3,x8''�:sP'.�°,�a..� ,;, ►SQE.�P2141_111� e`8T _—DRINKING FOUNTAIN (1/2 umfl_t) -FLOOR DRAT ( -unit) URIT7AL TROUGH .(FA.CH 2--FTSECT ION (2 units) KITCHEN SINK (2 its) KITCHEN SINK W/F00D WASTry GRINDER (3 Limits) w asH SINK® SAO, �� OF �'��' S (2 units) __ Wla°p.).. CLOSET, OP.ti:,XATM I-AVATOR'"", SURGEONS �2 units) WATER CLOSET, (8 units) _ .w_LAUNDRY TRAY (2 units) pN Ef 1 4. DEPARTMENT OF BUILDING 3726 ' CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 525/78 i9 Valuation$ 366, 574 Fee $ 30300 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of Lw. This is to certify that Sunburst Con6truction Co. , Inc. has permission to built] a residential � Classification A Dwelling ZOne Owned by Sunburst Construction Co. . Inc, YL Lot 491 Block S/ }� ��1 taL�1y"—�, `7'�r House No 290 Magnolia Street �n#it`iaP'i", According to approved plans which are part of this permit NOTICE—ALL CONCRETE FidliWSI AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS +l AFTER DATE OF ISSUE 4 {► 14-101. O Building material, rubbish and debris from this work not be placed in public space, andd must be cleared up and hauled away by either contractor or owner. Bill M_ Davin Building Official. FOR OFFICE PERMIT D USE ONLY NUMBER ATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER FOR OFFICE USE ONLY Date-----'--`-•---~�..--S......19 Permit *................... ....Fee OF ATLANTIC BEACH valuation $---•- ••-CQ•;--•-5-xy.------.. FLORIDA Houses -•-- 17 .. d.� .. . CITY Of UPLI1rAT10N FOR BUILDING PERMIT �„ 01101.4;W..... .. ..'..... .-..... r�.ro.... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. 5- 1 (. _ p Date----••....J-- ...--6-----------------------------•---------1 19_ ...o. S v f3 u 2 sT CoNST. 60. ,,uc. / 18 N......r--,'R sr b-r 2 7 1 Owner--------- ----------------- -----•••--•. ----•- ----•----- -•-•-.....----•-----Address ....__....•-•--•---•-••-........•.-- Telephone No......... _ Architect...............................................................................................Address,...........................................................Telephone No.-------..---•---••_--------- Contractor Builder------- -V N U R 5"7 C_onI57• CO./�iidress-_.�_7.�8... �• —t'2 SY 5 . 2� -----------------------------•--- ....-•----..r......--- ._?.Telephone No..-•-----.....-------•- Lot No. Q 1 SdC.T4 r IL......._^__p C7'ia a D,tJf....Zone................. L- -----•...............•--•--Block No.--------------------.---_----Sub Division----._..........._..-•-- M-A c-.7 M o c. i'�s, -------- . -••............. Street 'Side Between.......... and......................................................Sts. Valuation $...3 w.ova .For what purpose will building be used..A!6 �-e'-!j ........Type of construction-.._�RA.....�" Dimensions of Building_____-y_`_-+X ILS •�� 1 1 ODi /6 #X 20-�� ----- ------------Dimensions of Lot.......--:...-•. � ......._..--_.......Size of Footings. Size of Piers---------=--------------------------Size of Sills.--_----..._...-------.--.....Greatest Sill Span in ft...........................Type Roof---- ...... How will Building be Heated?----HCA T____..._F V M P Will Building be on Solid or Filled Ground?.......'*__a L 0 ---•..... N Size of Ceiling Joists.T?USSES , Distance on Centers...._..24,�_.%.............. Greatest Span_.__.......5 " 'Z"A ; It IID ...............Size of Floor Joists.................... .0___._._...___..._.,Distance on Centers.........1_�.._....__.��......._.____. Greatest Span.._.._._ 2 .. " Size of Rafters.------------------_------------------------------- Distance on Centers.,...... ......................._....._..., Greatest Span............................................ " This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from APPROVED all lot-lines and existing buildings. CITY 0,F ATLAiJTiC BEACH REAR LOT LINE BUILDING OFFICE?, Two copies of plans and specifications shall be submitted with application. MAY 1978 Inspections required. V1 1. When steel is in place and ready to pour footing. d` W W 2. When steel is in place and ready to pour columns an&'I�' Z Z 3. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. q Q 7. Electrical inspection by City of Jacksonville. W 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. N $p 1 FfEONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with hefps and specifications, which are a part hereof, and in accordance with the building regulations of the City f aSignature of Builder----. .. ,�57 �aT. 7 /7i8 V. F....--- -------• - ---- • --.......... Address.......................•--------•--•-------- ---------•------•--------•--..........-----------....It ie « 11 Signatureof Owner.----- .------_............. _ Address.................................................................................................... CO TY OF ATLAWrl it BEA04 716 OCEM BOULEVM AnAfM C BEACH, FLORIDA ffigm 72 Iwo ". A a - L- Sul 141 eq Lo tl on. .e. 04 2. The attached €e t an for the ab*ft bul i ding Is approved sAbject to mmtl ag ift fol 1 owri ng app#lmble coxae YWti ore rwPiremoft. S. fSSUM sha11 be Conti nei0asi Aarwraurit'i'' , conar* ee under 64arl or aril I s, rot"forced WI tea two 5/8" deformed rot nforci no r4da for +wstt" bwai I di ngs and three S/8" dam~ rej nfami ng rc& fw two,4Wt4ey but MASS.ASS. R01 ng0M i ng rods sha I I bo p 1 arced In the fewer ,urea-tle i rd of the fQ*ti nga, I'f plated and fa to ned on mftl sscld l e$ts with *Ire. pe rags sh&P 1 be es i x I nchaS ewi dor on each at dew them the *W I above, sal I be at l east ori gb,..{,,I�Inches 'fie i ck and stag I f on firm seat I at I sDst twelve i nchis be g oe WWI stur■be d stat 1. b. In raj lre_ Ini-t ■r. ,.att.929r,. each unit c6t,I sal I be rsi nforciW with at I east aa® No. 5 bar at of I Cor■nerrs, p wr+erd mW tagw d eeel th • each rot nf lrag stealI be properly tied Into the footing spandrel bow. C. X l l .e raft=� Qroof 201tM&IOn) steal I be secur■oly fastened ft � ■ w .+n the a cte rel or ml Is with approved hurricane anchors or el Ips. d. Ccarawhwt t tan of hweby one-facet I y dwe I I i ngs, ah I f*r, Wee A*01 Cot" Or i VftjMj y semi lar, shal I be aamldada SwA similarity coeast&rd the eecterrna1 cearafIquation and M*,* r 40f, exrtear Well W~1616, window size mod design, MW I i tee characteristics) of steres. In ecowd with ilm foew Sol ng, si mi i awr or d ap i Icated haaceas edw 1 i r>aat be e�anatructdd w i th i n c l cease prod mi ty Of aeach other, erred *MO 1 be at t e Wt SLOG feet art It any an similar dw el i i as I s VI sl bi a fr AM any anther sisal Iawr drat I I rag. ea. Saw service connwH arae eldest be protod with c I sada-but raft in the presence of 0 city I nspw-tor, f 7h* f i t COnnOctlon betWOM the house p I w*l rag 4min and the swvtpep +fit[on (at the property ty 1100) WMI' be 1 aspected by the City redone, befit egg CQWei1. City user 'Me this n ti+ �f Corti Ies Haat too has re W the shoots and Undo � ds P1 edeeacer ever enroy contra y dertai Is to rho P i ams and speci f l eati ons and more" to CCW I y with tine I nr1'ieita' of s Cwrrifer Cush