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340 8th St (vault) j+J(, CITY OF ATLANTIC BEACH E xo� Rr 1 f 800 SEMIN ATLANTIC BEACH,FL 32233 -� INSPECTION PHONE LINE 247-5826 151119, Application Number 09-00001425 Date 10/16/09 Property Address . . . . . . 340 8TH ST Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 5775 ---------------------- -- --------------------------------------- ------------------------------- Application desc REROOF ------------------------------- OwnerContractor ---- ______________________ -------------------- HICKMAN METAL ROOFING MILLER 340 8TH STREET Q/C:HICKMAN,DONALD LAWERENCE ATLANTIC BEACH FL 32233 PO BOX 5515 GAINESVILLE FL 32627 (904) 779-5786 ---------- ----------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . • Plan Check Fee . 00 Permit Fee . . . . 58 . 00 5775 Issue Date Valuation Expiration Date . . 4/14/10 _ --------------------------------- _______ --- Fee summary Charged Paid Credited ----Due--- ----------- ---------- ---------- . 00 Permit Fee Total 58 . 00 58 . 00 .. 00 00 . 00 Plan Check Total • 00 . 00 Grand Total 58 . 00 58 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Oct 16 2009 2: 39PM HICKMRNMETAL 3523774656 P• 2 z x CITY OF ATLANTIC BEACH 09_ Wo SEM INOLE ROAD.ATLANTIC BEACH,FL 32233 -^z„s OFFICE,(804)247-5828•FAX NO:(9D4)247.W5 BUILDING4)EPTQC0A8.US DUVAL COUNTY BUILDING PERMIT APPLICATION �D �+`' ��,�,��-;,✓t3e�k,., rf 3aa.33 5 X75.00 = ,- RESIDENTIAL ❑NEP BUILDING ` C1DEMOLRION la n.iC.,..,Ok ❑ CONVERTING LGE ❑c ME,LAL LUT_BI CCK_SUB D WION PJ�"�"� []ACCESSORY eft - /�1 ( {/J//�� [3 REPAIR [3 POOL I SPA 0 YES ❑NIA ;� .• 15.G�pL ANY NAME- • '`-� -23.COMPANY NAME: 0.NAME: -e,TZMRAI 'V{P( KD 24.LICENSEE tom" ` /9.NAME: 300 eA A L I ck�4r� o til. 17.STATE OF 5 I7 9-7 O. 25.STATE OF FLORIDA IJCENSE NO.: - 10.AD��D{{RnnES.`�C G �1 OAl �l n Yv .- 3 18.ADDRESS x1405 !V �V U 215 ADDRESS: A /- -3;x(053 (� ri rJ ea✓; Ile , ZD.FAX NO.: 11-OFFIGE Ri0l�: 12.FAX NO.: 19.OFFICE PHONE: 27.OR Pl10NE 28.FAX NO.: 5a- 3 rl-arch 21.M I PHONE' 29.CELL PHONE B ". 13.CELLPHONE=, 21-M q0 '95922.EMAIL ADDRESS: 30.EMAILA00RESS: 14.EMAeL ADDRESS: 111111gil ging HEIN - NAME 31.NAME. 36.ADDRESS' 34.ApORESS�. 32.ADDRESS: dot no work or instaillation s Appticadon E hereby made to obtain a permit to do the work and installationsrteetthe�ndards oaf allows regulating construction n this commenced prior to the issuance of a permit and that so work will be performed jurisdictior. 'tis permit becomes null and void -rf vyork is not oorxnenced wMAn sk (67 mourns, - rf separate on t work is suspended or abandoned 1Dr a period of six(6) months at any time after work is corlrTlenced- I understand tfiat separate perrttds must be secured�r EIgCVi0t tftrk,PiumbinS SigM Wallis,Pools,Furnacos,Bollors,Heaters,Tanks. Air ConditJorwrs,ratc- liarice with SO applicable AWHER'S A=FlDAVIT-I certify that all the foregoing information is accurate and that al work�aero(,until all be done in p�ctons are fiinaled and laws reg�g conSftCbort and zoning. I will not occupy or use the reLmertoed building or any p prior to obtainng a Derkficate of occupancy or cornpletiOn issued by the btdditg 0(kial,as required by law. r 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 THJOB SITE BEFOYOURHE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING, LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT are: siprled: Dob: !0ntj-a'R,_ - 14 Sgned day of Lh��,.20D9 in the county of l3eloR 2 d� .2009 in the oountY Of Before me this L v Duval,State of Flar>pe.has pe *sPPeer'eC Duvall,Sloe Florida.has personally` PPRg� ^" t\�a-`�t 1x,ll. to\,� �`le"( Feerin by himaelF!herseM and alftrms that as statemertta and declaratlorn are herin by Mresd`I hersef Std afRmts that M statemarhs and dec ueLors are true and accurate. true and accurEle. County� C._. — Notary PuWic at Large.Stale da,2'laCl��'County Notary Public At Large,Stale of Gerer rally Krwm ❑Paraonew Krown �� L 0 P rotlu«d - AP.kKec Ude rafi®ran- Notary S' Notary Sipnatue: J SA EAf Ewtf N.stiMMERTON uta s.solitowfls MotatyPublic State offlotida : , '• s MY CGbYuM6S10tf 1 DD 430188 B±01301 Pwni A pw DWg:REVISED:1?�ts/1o06 tiY_ Cortrmissan#rDO 912070 ExPIFES:January 17,2D11 '.'2�c J` IiT(.WmltsspeGgaeENez-6,2110 ' BoWWrnNoah'RWcundwvmTrr nondad Tont I'ichard Insurance RfWA Oct 16 2009 2:39PM HICKMRNMETRL 3523774656 P•3 Doc M 2009244256,OR BK 15031 Page 23x2, Number Pages:1 Recorded 1010 2009 at 09:49 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 NOTICE OF COMMENCEMENT Permit No_8 Tax FolaWarcel ID: �l0 97d "000O state: C.-My. The undersigned hereby given notice that Improvement will be made to certain real property to accordance with Chapter 713,Florida Statutes,the following information in provided in the Notice of Commencement: 5-69 16,25.29E 1.Desceip3on of property(legal desc(iption,Col,block,and street address 0 available): ATW'Mc K CH F0710-1 ATt11NTlC BEACH 2.Genera,desc ipbon of srtproverrrent 3a.Owner narnetaddress: O h/V ' 3 4 o gam' �� awl., �lo� aA 3aa� 3b.Interest in property: ''ff �c.Name and address of tae simple title fiokier(Q other than owner): 1 r 4_Contractor—Qualifier Name and Address: A Ic� L• t'�K I A W - >�{ J 5.Surety-Name and Address: — Amount of bond:S 6.Lender Name and Address: 'e /4' 7.Persors within the State of Flo We designaled by Owner upon whom notices or other doaxnents may be served as provided by Section 713.13(1)(s)7,Florida Statutm: --�- -6.In add lion to hirnMerself,Owner designates the fdW*Ang perso (s)to receive a copy of the Uenofs Notice as provided in Section 713.13(1)(b),Florida StattAes[Provide NerneyMaiiing Address]: 9.NOC aspiration date(one full year from the date of recording unless different date is specified): WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMME 4CEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13, FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE.COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Ver' ca'onpursuant to Section 92. ,F$onda Statutes: Under penalties of perjury,1 declare that I have ren of g and that the ted in it are true to the beat of my knowledge and belief. Sig rt# Own er/A Natural Person _ Date (,or Ownees Authorized Officer/Direclor/PaltnedManager) t _ ---STATE Coy[1ty of l.a Lu v A OJ99 20vbY The fionipdng instrument was acknowledged beforo me this day of T06 V, M 1,t�e-r (print name of penton) Cit 17►1P 2 (type of authority,e.g.officer,trustsa,attorney in fact)r. �of 93 e-R _(name of party on behalf of whom Instrument executed). JAMES N SUMMERTON NouiyPublic-stateofRaft Public ry commis.pnrooetzom 5 :'Jc. - a,fannbr9a DOu�a xcr.6,2010 _ ,9,,; .-6aticlhruP.-ictmrdlncurana (Seat) Personsiily Known -0R- Produced identification NOC.July 2007[28] Oct 16 2009 2: 39PM HICKMANMETAL 3523774656 P• 1 • 24€5 NW 66" CT Gabesville, FL 32653 Hickman Metal 1-8J0-662-8897 Roofing 352-377-1656 fax ytwN.hickmanmetal.com Fmc � A I1►A�L TaCc�. �,- T . `'� c From: �A n11 fie, Faic Cj 0 a4 g 5 Pages: 3 %Alp JA 1+pct (�VCit- s Pfior�e Date: IoIIuIOct Re: cc: 0 Urgent 0 For Review 0 Please Comment 0 Please Reply 0 Please Recycle e Comments: (,,J�e n Jnr�i�' j S �e-°`-'d`� ���a.s � e�� ►+��- C) SS CITY OF ATLANTIC BEACH y 800 SEMINOLE ROAD �} ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 f DIM Application Number . . . . . 08-00001768 Date 1/08/09 Property Address . . . . . . 340 8TH ST Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2021 ---------------------------------- Application desc window replacement ---------------------------------- Owner Contractor --------- ------------------------ HIGHTOWER, A.G. WINDOW WORLD OF JACKSONVILLE 8535 BAYMEADOWS ROAD UNIT 12 340 8TH STREET ATLANTIC BEACH FL 32233 D JACKSONVILLE HOMECRAFFL 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 . . Plan Check Fee 22 . 50 Permit Fee . . . . 45 . 00 2021 Issue Date Valuation Expiration Date . . 7/07/09 -------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ ' 05- 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 born debris protection shall be provided unless windows are rate impact resistant. * _ ________ --- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- 45 . 00 . 00 . 00 Permit Fee Total 45 . 00 00 . 00 Plan Check Total 22 . 50 22 . 50 00 . 00 Grand Total 67 . 50 67 . 50 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. rt'�Lyr�s BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH p Vr 800 Seminole Road, Atlantic Beach FL 32233 3 ?p48 Office: (904)247-5826 a Fax: (904)247-5845 lob Address: 3�1G � S�— �nn�C� + 3 Permit Number: regal Description S Coc1 (� a S - aq E f��1 �, Beacham 1 ql k Valuation of Work(Replacement Cost) $ `� .0 - ■ Class of Work Circle one): New Addition � m Repair Use of existing/proposed structures) Circle one): Commercial esidential ■ If an existing stricture, is a fire sprinkler system installed? (Circle one) es o N/A ■ Is approval of homeowner's association or other private entity required?(Circle one): es o describe in detail the type of Nvork to be performed: l�IYl C'P 'roperty Owner Information Same: A n I S Address: +4� -it, Stato&Zip� Phone g0`�- 1 to - C) 'ontractor Information: Same of Company: rAnL vj>rl� n� t�[1C�4S ualifying Agent: Y 240 ru *ddress: 811D C �1nr pss VI/a2a� r 5 '2 `-f 0 City jack s-)n��l(R,S to�Z- Zip)ffice Phone - N - O a Job Site/Contact Number q0`�- y 7 -7,9-7,9tate Certification/Registration# C SSG I A S 012 �—Office Fax 7"-7 architect Name& Phone#- ,ngineer's Name & Phone# [pphcation is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or Pistallation has commenced prior to the issuance o f a permit and that all workwill be peifiqrmed to meet the standards of all aws regulating construction in thisjurisdiction. This permit becomes null and void ifwork is not commenced within six(6) zonths, or f construction or work is suspended or abandoned for a period of six (6) months at anytime after work is ommenced I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, wells, Pools, urnaces, Boilers,Heaters, Tanks and Air Conditioners, etc. VARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY :ESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN YOUR NOTICE OF CONIlv�N-1 TONT LENDER OR AN ATTORNEY 3EFORE RECORDING hereby certify that Ihave read and examined this application and know the same to be true and correct. 411 provisions p nvs and ordinances governing this type of work will be complied with whether specified herein or not. The granting o a el rift dues not r esumc to give authority' t0 violate or cancel the provisions 6f any other ederal, st e or local law egulating construction or e e of construction. ib ature of Property ONvner• Signature of Con tor: worn to and subscnbed before me Sworn to and subsgib Ifo me g is Day of J£C'���� � this Day of 7 otary Public: G. VIEWED FO 1551 •pD395570 Rosa J kSOnCITY OF ATi LAN 1 Mme' `SIRES fEB 10 200 Commissi #DD524690,E PERMITS FOR AD ` c BO�'jp6° sat :wc am• �: �UIRE w*M EVISED 0 5 7' f,. Expires rch 2, 2Q% MENTS AND CO D I Bonded Troy Fain-1 ranee,lnc.800.385.701 d 9�89-Lt�Z-�06REVIEWED BY: DATE: aolul e6Z:80 LO 6Z AeN Florida Building Code Online Page 1 of 3 Affairs, ,•L SCIS Home Log In Hot Topics Submit Surcharge Stats&Fads f Publications FBC Staff SCIS Site Map ( Links I Search "♦Product Approval USER: Public User Community Affairs Product Approval Menu>Product or ApOiQatlon Search>Application List>Application Detail FL# FL1093-R1 Application Type Revision Code Version 2004 I! Application Status Approved Comments Archived Product Manufacturer Alside Window Company Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 rickw@rwbldgconsultants.com Authorized Signature Marsh Fernbaugh rickw@rwbidgconsultants.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 Single 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=wGEVXQwtDgvihT9G9wJlk... 12/15/2008 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# Model, Number or Name Description 1093.1 0100 New Construction: 52x77 DP25; 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: 0100:5207 (1/8" annealed) DP25 Created by Independent Third Party: j Evaluation Reports Created by Independent Third Party: 1093.2 0100 New Construction: 4807 DP25; 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: 0100:48x77 (3/32" glass) DP25 Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 1093.3 O1HP New Construction: 5207 DP30, 52x61 DP35, j 44x60 DP45, 3602 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: 01HP:52x77 (1/8" annealed) DP30, Created by Independent Third Party: i 52x61 (1/8" annealed) DP35, 44x60 (1/8" Evaluation Reports annealed) DP45, 3602 (1/8" annealed) DP55 Created by Independent Third Party: { 1093.4 02AO Replacement: 5208 DP, 52x61 DP35,4407 DP30, 44x60 DP35, 3602 DP40, 36x60 DP50; 3/32" glass i Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Installation Instructions Impact Resistant: Design Pressure: +/- Verified By: Other: 02A0:52x78 (3/32" annealed) DP25, Created by Independent Third Party: 52x61 (3/32" annealed) DP35, 44x77 (3/32" Evaluation Reports 1 annealed) DP30, 44x60 (3/32" annealed) DP35, Created by Independent Third Party: 3602 (3/32" annealed) DP40, 36x60 (3/32" annealed) DP50 07HP Replacement: 52x77 DP30, 52x61 DP35, 44x60 1093.5 DP45, 36x72 DP55; 1/8" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date i Approved for use outside HVHZ: installation Instructions Impact Resistant: Design Pressure: +/- Verified By: Other: 07HP:52x77 (1/8" annealed) DP30, Created by Independent Third Party: 52x61 (1/8" annealed) DP35, 44x60 (1/8" Evaluation Reports i annealed) DP45, 36x72 (1/8" annealed) DP55 Created by Independent Third Party: [ _ Back Nezt http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk... 12/15/2008 Florida Building Code Online Page 3 of 3 DCA Administration Department o/Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Fax(850)414-8436 p 2000-2005 The State of Florida.All rights reserved.Copyright and Disclaimer Product Approval Accepts: VIIM1:1110 ' s.cbrr4 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk... 12/15/2008 House Map For: 81eirn Cnh 1 S Window World of Jacksonville Liles- 8110 Cypress Plaza Dr St 405 -20,933 Jacksonville, FL 32256 Phone: (904) 443-7001 Gregory Fite CBC12 0321 5 Cv NOT TO SCALE Window Size Window Type 35 '/2, x 5 3 o q P�o o P5u a • 36)/a x53 0 a 0Cs0 3 35 ala >( 63 o a O e SPS D a,g o � C5 0 1114 'O P5 a 35 �/a X 53 oa�O A Architectural Testing AAIVIA/WDMAICSA 101/I.S.2/A440-05 TEST REPORT ALSIDE WINDOW COMPANY SERIESI MODEL: 02A0/S140/S144/S146 PRODUCT TYPE: PVC Single Hung Window Report No.: 70677.06-501-47 Test Dates: 01/17/07 Through: 01/31/07 Report Date: 12/18/07 Expiration Date: 01/31/11 1140 Lincoln Avenue Springdale, PA 15144 phone: 724-275-7100 fax: 724-275-7102 www.archtest.com A Architectural Testing AAMA/WDMA/CSA 101/I.S.2/A440-05 TEST REPORT SUMMARY OF RESULTS Summary of Results Title Test Specimen #1 Test Specimen#2 Test Specimen#3 H-R15 1321 x 1981 H-LC25 1321 x 1981 H-LC30 1321 x 1549* Primary Product Designator 52 x 78 52 x 78 52 x 61* Design Pressure 720 Pa 15.0 s 1200 Pa 25.0 s 1440 Pa 30.0 s Negative Desi2 Pressure 720 Pa 15.0 s 1200 Pa 25.0 s 1440 Pa 30.0 pso Operating Force in motion 135 N 30.0 lb 135 N 30.0 lb N/A 0.7 L/s/m 1.1 L/s/m N/A Air Infiltration (0.14 cfm/ftZ 0.22 cfm/ft2 Canadian Air Infiltration/Exfiltration Level N/A N/A N/A Water Penetration Resistance Test Pressure 360 Pa 7.5 s 290 Pa 6.0 s a(4 Uniform Load Structural Test Pressure (1080 Pa 22.5 s 11800 Pa 37.5 s ±2160 Pa 45.0 s Forced Entry Resistance Grade 10 Grade 10 N/A Summary of Results Title Test Specimen#4 Test Specimen#5 Test Specimen#6 H-LC30 1118 x 1956 H-LC35 1118 x 1524* H-LC40 914 x 1829* Primary Product Designator 44 x 77 44 x 60* 36 x 72* Design Pressure 1440 Pa 30.0 psO1680 Pa 35.0 s 1920 Pa 40.0 s Negative Design Pressure 1440 Pa 30.0 s 1680 Pa 35.0 s 1920 Pa(40.0 s Operating Force in motion N/A N/A Air Infiltration N/A N/A N/A Canadian Air Infiltration/Exfiltration Level N/A N/A N/A Water Penetration Resistance Test Pressure N/A N/A N/A Uniform Load Structural Test Pressure ±2160 Pa 45.0 s ±2520 Pa 52.5 s ±2880 Pa 60.0 s Forced En—try— N/AResistance N/A N/A 1140 Lincoln Avenue Springdale, PA 15144 phone: 724-275-7100 fax: 724.275-7102 www.archtest.com A Architectural Testing AAMA/WDMA/CSA 101/I.S.2/A440-05 TEST REPORT SUMMARY OF RESULTS Title Test S ecimen #7 Primary Product Designator 11-LC50 914 x 1524* 36 x 60* Design Pressure 2400 Pa 50.0 psO Negative Desio Pressure 2400 Pa 50.0 psQ Operating Force in motion N/A Air Infiltration N/A —Cana lan Air Infiltration/Exfiltration Level N/A Water Penetration Resistance Test Pressure N/A Uniform Load Structural Test Pressure ±3600 Pa 75.0 pso Forced Ently Resistance N/A Test Completion Date: 01/31/07 Reference must be made to Report No. 70677.06-501-47, dated 12/18/07 for complete test specimen description and data. A Architectural Testing AAMA/WDMA/CSA 101/I.S.2/A440-05 TEST REPORT Rendered to: ALSIDE WINDOW COMPANY 3773 State Road Cuyahoga Falls,Ohio 44223 Report No.: 70677.06-501-47 Test Dates: 01/17/07 Through: 01/31/07 Report Date: 12/18/07 Expiration Date: 01/31/11 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Associated Materials, Inc.to witness tests on seven Series/Model 02AO/S 140/S 144/S 146, PVC single 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-Rl5 1321 x 1981 (52 x 78); Test Specimen #2: H-LC25 1321 x 1981 (52 x 78); Test Specimen #3 H-LC30 1321 x 1549* (52 x 61*); Test Specimen #4: H-LC30 1118 x 1956 (44 x 77); Test Specimen #5: H-LC35 1118 x 1524* (44 x 60*); Test Specimen #6: H-LC40 914 x 1829* (36 x 72*); Test Specimen #7: H-LC50 914 x 1524* (36 x 60*). Test specimen description and results are reported herein. The sample was provided by the client. 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 Specification: The test specimens were evaluated in accordance with AAMA/WDMA/CSA 101/I.S.2/A440-05, Standard/Specification for Windows, Doors, and Unit Skylights. Test Specimen Description: Series/Model: 02A0/S 140/S 144/S 146 Product Type: Poly Vinyl Chloride(PVC)Single Hung Window 70677.06-501-47 Architectural Testing Page 2 of 14 Test Specimen Description: (Continued) Test Specimen#1: H-R15 1321 x 1981 (52 x 78) Overall Size: 1321 mm(52")wide by 1981 mm(78")high Sash Size: 1260 mm(49-5/8")wide by 972 mm(38-1/4")high Daylight Opening Size: 1197 mm(47-1/8")wide by 902 mm(35-1/2")high Screen Size: 1226 mm(28-1/4")wide by 972 mm(38-1/4")high Overall Area: 2.6 m2 (28.2 ft') Test Specimen#2: H-LC25 1321 x 1981 (52 x 78) Overall Size: 1321 mm(52")wide by 1981 mm(78")high Sash Size: 1260 mm(49-5/8")wide by 972 mm(38-1/4")high Daylight Opening Size: 1197 mm(47-1/8")wide by 902 mm(35-1/2")high Screen Size: 1226 mm(28-1/4")wide by 972 mm(38-1/4")high Overall Area: 2.6 m2(28.2 fl') Test Specimen#3: H-LC30 1321 x 1549* (52 x 61*) Overall Size: 1321 mm(52")wide by 1549 mm(61")high Sash Size: 1264 mm(49-3/4")wide by 756 mm(29-3/4")high Daylight Opening Size: 1200 mm(47-1/4")wide by 686 mm(27")high Overall Area: 2.0 m2 (22.0 ft2) 70677.06-501.47 Architectural Testing Page 3 of 14 Test Specimen Description: (Continued) Test Specimen#4: H-LC30 1118 x 1956(44 x 77) Overall Size: 1118 mm(44")wide by 1956 mm(77")high Sash Size: 1060 mm(41-3/4")wide by 962 mm(37-7/8")high Daylight Opening Size: 994 mm(39-1/8")wide by 889 mm(35")high Overall Area: 2.2 m2(23.5 ft) Test Specimen#5: H-LC35 1118 x 1524*(44 x 60*) Overall Size: 1118 mm(44")wide by 1524 mm(60")high Sash Size: 1064 mm(41-7/8")wide by 745 mm(29-5/16")high Daylight Opening Size: 997 mm(39-1/4")wide by 673 mm(26-1/2")high Overall Area: 1.7 m2(18.3 ft ) Test Specimen#6: H-LC40 914 x 1829* (36 x 72*) Overall Size: 914 mm(36")wide by 1829 mm(72")high Sash Size: 860 mm(33-7/8")wide by 897 mm(35-5/16")high Daylight Opening Size: 791 mm(31-1/8")wide by 826 mm(32-1/2")high Overall Area: 1.7 m2(18.0 112) Test Specimen#7: H-LC50 914 x 1524* (36 x 60*) Overall Size: 914 mm(36")wide by 1524 mm(60")high Sash Size: 857 mm(33-3/4")wide by 743 mm(29-1/4")high Daylight Opening Size: 794 mm(31-1/4")wide by 679 mm(26-3/4")high Overall Area: 1.4 m2(15.0 ft ) 70677.06-501-47 Architectural Testing Page 4of14 Test Specimen Description: (Continued) The following descriptions apply to all specimens. Finish: All PVC was white. Glazing Details: The sash was exterior glazed and the fixed lite was interior glazed with nominal 19 mm (3/4") thick, sealed insulating glass fabricated from two sheets of 2.5 mm (3/32") 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. The fixed meeting rail was coped and fastened to the jambs using two screws at each end. 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. Weatherstripping: Description Quantity Location 4.7 mm(0.187")backed by 2 Rows Sash stiles 6.6 mm(0.260")high pile with center fin 4.7 mm(0.187")backed by 1 Row Lock rail,exterior meeting rail 6.6 mm(0.260")high pile with center fin 4.7 mm(0.187")backed by 1 Row Sill, exterior meeting rail(exterior) 8.9 mm(0.350")high vinyl jacket/foam filled bulb 4.7 mm(0.187")backed by 1 Bottom rail 10.2 mm(0.400")diameter vinyl jacket/foam filled bulb Ak 70677.06-50147 Architectural Testing Page 5 of 14 Test Specimen Description: (Continued) Hardware: Descriltion Quanti1y Location Metal cam lock and keeper 2 Lock rail,one 216 mm(8-1/2") (Test Units#1,3,4, 5, 6,7) in from each end Metal cam lock and keeper 1 Lock rail,at mid-span (Test Unit#2) Constant force balance system 2 One per jamb with locking tilt shoes Plastic tilt latches 2 Lock rail one at each end Cast metal tilt pins 2 Bottom rail,one at each end Drainage: Description Quantily Location 25.4 mm(1")wide by 4.7 mm 2 Exterior face of sill,one at (3/16")high weepslot(with flap) each end 25 mm(1")wide by 2 Intermediate sill wall,one 4.7 mm(3/16")high weepslot at each end 31.8 mm(1-1/4")wide by 4 Sill/interior jamb track, 12.7 mm(1/2")deep weepslot one at each end 12.7 mm(1/2")wide by 2 Sill screen track,one 4.7 mm(3/16")high weepslot at each end 9.5 mm(3/8")wide by 2 Bottom sash rails, 4.8 mm(3/16")deep weepslot one at each end 70677.06-501-47 Architectural Testing Page 6 of 14 Test Specimen Description: (Continued) Reinforcement: Test Specimen #1: 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 sash stiles contained a custom shaped, formed steel reinforcement measuring 22.2 mm by 12.0 mm by 1.5 mm (0.875" by 0.473" by 0.059"), reference Drawing No.UY0094. Test Specimens #2 through #7: 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 bottom rail and sash stiles contained a custom shaped, formed steel reinforcement measuring 22.2 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 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. A 70677.06-501-47 Architectural Testing Page 7 of 14 Test Results: The results are tabulated as follows: Parag=h Title of Test-Test Method Results Allowed Test Specimen#1: H-R15 1321 x 1981 (52 x 78) 5.3.1 Operating Force per ASTM E 2068 Oven Initiate motion 144 N(32 lbf) N/A Maintain motion 135 N(30 lbf) 135 N(301bf) Close Initiate motion 45 N(10 lbf) N/A Maintain motion 68 N(15 lbf) 135 N(30 lbf) Locks Open 68 N(15 lbs) 100 N(22.5 lbs) Close 68 N(15 lbs) 100 N(22.5 lbs) Latches 5 N(1 lbf) 100 N(22.5 lbf) 5.3.2 Air Leakage Resistance per ASTM E 283 75 Pa(1.6 psf) 0.7 Us/m' 1.5 L/s/m2 (0.14 cfm/ft2) (0.3 cfm/ft2 max.) Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAMA/WDMA/CSA 1011I.S.21A440-05 for air leakage resistance. 5.3.3 Water Penetration Resistance per ASTM E 547 (See Note#2) Note #2: The client opted to start at a pressure higher than the minimum required. Those results are listed under "Optional Performance". 5.3.4.2 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the exterior meeting rail) (Loads were held for 10 seconds) 720 Pa(15.0 psf)(positive) 14.0 mm(0.55") See Note#3 720 Pa(15.0 psf)(negative) 15.0 mm(0.59") See Note#3 Note#3: The deflections reported are not limited by AAMAIWDMA/CSA 10111.S.2/A440-05 for this product designation. The deflection data is recorded in this report for special code compliance and information only. 70677.06-50147 Architectural Testing Page 8of14 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen#1: H-R15 1321 x 1981 (52 x 78)(Continued) 5.3.4.3 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1089 Pa(22.5 psf)(positive) 0.5 mm(0.02") 5.1 mm(0.20") 1080 Pa(22.5 psf)(negative) 1.5 mm(0.06") 5.1 mm(02.0") 5.3.5 Forced Entry Resistance per ASTM F 588 Type: A Grade: 10 Tests Al through A7 No entry No entry Lock Hardware Manipulation Test No entry No entry Sash/Panel Manipulation Test No entry No entry 5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated 5.3.6.3 Deglazing Test In operating direction-320 N(70 lbs) 0.8 mm(0.03") 11.4 mm(0.45")/90% 0.8 mm(0.03") 11.4 mm(0.45")/90% In remaining direction-230 N(50 lbs) 0.3 mm(0-01") 11.4 mm(0.45")/90% 0.3 mm(0-01") 11.4 mm(0.45")/90% Optional Performance 4.4.2.6 Water Penetration Resistance per ASTM E 547 (with and without insect screen) 360 Pa(7.5 psf) No leakage No leakage 70677.06-501-47 Architectural Testing Page 9 of 14 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen#2: H-LC25 1321 x 1981 (52 x 78) 5.3.1 Operating Force per ASTM E 2068 Open Initiate motion 144 N(32 lbf) N/A Maintain motion 135 N(30 lbf) 135 N(30 lbf) Close Initiate motion 45 N(10 lbf) N/A Maintain motion 68 N(15 lbf) 135 N(30 lbf) Locks Open 68 N(15 lbs) 100 N(22.5 lbs) Close 68 N(15 lbs) 100 N(22.5 lbs) Latches 5 N(1 lbf) 100 N(22.5 lbf) 5.3.2 Air Leakage Resistance per ASTM E 283 75 Pa(1.6 psf) 1.1 L/s/m2 1.5 L/s/m2 (0.22 cfm/f 2) (0.3 cf n max.) Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAMA/WDMA/CSA I01A.S.2/A440-05 for air leakage resistance. 5.3.3 Water Penetration Resistance per ASTM E 547 (See Note#2) 5.3.4.2 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1200 Pa(25.0 psf)(positive) 26.2 mm(1.03") See Note#3 1200 Pa(25.0 psf)(negative) 30.0 mm(1.18") See Note#3 5.3.4.3 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1800 Pa(37.5 psf)(positive) 1.0 mm(0.04") 5.1 mm(0.20") 1800 Pa(37.5 psf)(negative) 2.3 mm(0.09") 5.1 mm(02.0") 70677.06-501-47 Architectural Testing Page 10 of 14 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen#2: H-LC25 1321 x 1981 (52 x 78)(Continued) 5.3.5 Forced Entry Resistance per ASTM F 588 Type: A Grade: 10 Tests Al through A7 No entry No entry Lock Hardware Manipulation Test No entry No entry Sash/Panel Manipulation Test No entry No entry Optional Performance 4.4.2.6 Water Penetration Resistance per ASTM E 547 (with and without insect screen) 290 Pa(6.0 psf) No leakage No leakage Test Specimen#3: H-LC30 1321 x 1549* (52 x 61*) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1440 Pa(30.0 psf)(positive) 31.2 mm(1.23") See Note#3 1440 Pa(30.0 psf)(negative) 33.5 mm(1.32") See Note#3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the exterior meeting rail) (Loads were held for 10 seconds) 2160 Pa(45.0 psf) (positive) 2.8 mm(0.11") 5.1 mm(0.20")max. 2160 Pa(45.0 psf)(negative) 5.1 mm(0.20") 5.1 mm(0.20")max. 70677.06-501-47 Architectural Testing Page 11 of 14 Test Results: (Continued) PgE4ganh Title of Test-Test Method Results Allowed Test Specimen#4: H-LC30 1118 x 1956(44 x 77) OOptional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1440 Pa(30.0 psf)(positive) 15.5 mm(0.61") See Note#3 1440 Pa(30.0 psf)(negative) 21.3 mm(0.84") See Note#3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the exterior meeting rail) (Loads were held for 10 seconds) 2160 Pa(45.0 psf)(positive) 1.5 mm(0.06") 4.3 mm(0.17")max. 2160 Pa(45.0 psf)(negative) 2.0 mm(0.08") 4.3 mm(0.17')max. Test Specimen#5: H-LC35 1118 x 1524* (44 x 60*) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1680 Pa(35.0 psf)(positive) 15.2 mm(0.60") See Note#3 1680 Pa(35.0 psf)(negative) 16.0 mm(0.63") See Note#3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the exterior meeting rail) (Loads were held for 10 seconds) 2520 Pa(52.5 psf)(positive) 2.3 mm(0.09") 4.3 mm(0.17')max. 2520 Pa(52.5 psf)(negative) 2.3 mm(0.09") 4.3 mm(0.17')max. 70677.06-501-47 Architectural Testing Page 12 of 14 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen#6: H-LC40 914 x 1829*(36 x 72*) ORtional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1920 Pa(40.0 psf)(positive) 8.6 mm(0.34") See Note#3 1920 Pa(40.0 psf)(negative) 10.9 mm(0.43 ) See Note#3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the exterior meeting rail) (Loads were held for 10 seconds) 2880 Pa(60.0 psf)(positive) 1.0 mm(0.0411) 43.5 mm(0.14")max. 2880 Pa(60.0 psf)(negative) 1.0 mm(0.0411) 3.5 mm(0.14")max. Test Specimen#7: H-LC50 914 x 1524*(36 x 60*) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the exterior meeting rail) (Loads were held for 10 seconds) See Note#3 2400 Pa(50.0 psf)(positive) 9.7 mm(0.38") 2400 Pa(50.0 psf)(negative) 10.9 mm(0.43") See Note#3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the exterior meeting rail) (Loads were held for 10 seconds) 3600 Pa(75.0 psf)(positive) 1.5 mm(0.06") 43.5 mm(0.14")max. 3600 Pa(75.0 psf)(negative) 1.0 mm(0.04") 3.5 mm(0.14")max. 70677.06-501-47 Architectural Testing Page 13 of 14 Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing, Inc.and match the test specimen reported herein. Detailed drawings, data sheets,representative samples of test specimens, a copy of this report,or other pertinent project documentation will 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 shall 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 or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimen(s)tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing,Inc. For ARCHITECTURAL TESTING, INC. okawur tec m ae«o. s.,ay oica.o lawny stead by Mid,.W t_ ereMt Lynn George Michael L. Mackereth Project Manager Director-Operations Attachments(pages): This report is complete only when all attachments listed are included. Appendix-A: Alteration Addendum(1) Appendix-B: Drawings(12) i,rLy;y� City•of Atidn'ic Beach FEDate PLICATION NUMBER 4 r Ic1 Building Department gned by the Building Department.) 800 Seminole Road ��� Atlantic Beach, Florida 32233-5445 �r Phone(904)247-5826 • Fax(904)247-5845 Z Ji31�r E-mail: building-dept@coab.us ed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM De ment review required Ye No Buin n Property Address: �L Planning &Zoning �f Tree Administrator Applicant: / /�pe — Public Works Public Utilities Project: _� �/� � �lge,6 6 ,n7- Public Safety Fire Services Review or Receipt Date Other Agency Review or Permit Required 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: APP ATION STATUS Reviewing Department First Review: ADenied.pproved. / (Circle one.) Comments: Ao L re IBUILDING PLANNING &ZONING �A Reviewed by: Date: TREE ADMIN. PUBLIC WORKS Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: 11044 PSR-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ------ LOCATION INFORMATION ------ Permit Number : 11044 Address : 340 EIGHTH STREET Permit Type: MECHANICAL ATLANTIC BEACH . FLORIDA 3223 Class of Work : ALTERATION ---------- LEGAL DESCRIPTION --------- Constr . Tyne: WOOD FRAME Lot : Block: Section: Proposed Use: SINGLE FAMILY Township : RNG: 0 Dwellings : 1 Code : 0 Subdivision: ATLANTIC BEACH Estimated Value : 50 , 00 Improv . Cost : SO . 00 Total Fees : $37 . 00 Amount ' '�d' - � S37 . 00 Da 11/20/95 NDENSER AND AIR HA: - -- OWNER ZNF'ORMATION ---- ---- APPLICATION FEES ----- -- PERMIT S37 .00 i ,�� -, GHTH STREET WATER IMPACT FEE 50 .00 FEE S0 .00 BEACH . FLORIDA -32 33 SEWI IMPACT.. RADON GAS-H.R. S . 0 . C - - - - CONTRACTOR INFORMATION - RADON CAB 5% 50 .00 HEATING & AIR CAPITAL IMPROVE. SO .00 BEACH BOULEVARD . ,. Y3FRTAP, �,BaaaD m , ' �(SONVILL.E BEACH . FL 3225D CROSS CONNECTION SO .00 Type: 3 SEC H IMPACT FEE $0 . 00 CONST . SURCHARGE 00 c, PmP1:F I?TT, . ' NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 1 111. Date: 11/20/95 01 Rcpt: 001336855 CHECKS ATLANTIC BEACH BUILDING DEPARTMENT 00100003221000 z, f / By: BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC IIItACN, FLORIDA ataaa APPLICATION FOR MECHANICAL. PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, Ill, and IV. LOCAT)ON s1feet Address: OF latersecfial Sheets: setwoen And BUILDING SY►•diviaNn II. IDENTIFICATION — To be completed by all applicants. I* consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance .th the attschpd pians and specifications which an a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed there;n. ei re Mechanical Ma C..erKr« (hiat) !� Madermom* of Owner s gssetrre of Owner signature of or /1r1►wiaed Aga/ Architect of Engineer 111. ii�iE�AL NJFORMATION A. TV..f InaKas fwl: B• If OTNftiR tJONSTIIUCTION D[IMO OON[ON © Electric THIS WILDING OR SITE 1 p "—C3 u D Na*I061 D GOA U"Ift I►y[Sr GIVE NUMIIER Or CONSTRUCTION D Oi P[IIMIT Q ONsw — sMcifir IV. 1/C1 MMICAI 119YMWINT TC N INWALL11110 NATURE OF WORK IPM.ir. , 0, »fist of eewpeeets sa bed of twin fer"I 0 Residential or ❑ Commercial O Meet O specs D Resewe/ O GeiMll D Rt« ❑ New Building O Ai.Ctn/slimial: D Ream O Cee1full Existing 11WIding 1/elesiel TMelasa��— Q Riptaeel»nt of existing system O Dec! >ysteen ❑ New Installation(No system prevleusly Installed) ""boom tgecNy s,t.Ie. Q Extension or add-on to existing systen D Roo i0le ANea O Other — SWlty O C0864 twrer Capacity t}aa► Q FW0 earinYws: Number of bei1 - stealer ❑ Ide,&ft D b THIS WACI FOR OISICE Un ONLY D Te-L- (WA-bet) Retaerb Q LPG senlaia--• ( «( D Uefstd resr»».« Pee" ""meati bF d.. C) p Odd — s.«ify urr ALL WIMPMENrr Aa CONDInONIM AND RFFRIGt£IIATION EQUYSIMM xs Valt• Dssm*tls� Feld rttlmam -I--- MATING I---MATING • FUItNACES. [Ok1JE;z FUtEn Acu NtmMe Vsiltm XW i 4 --?O q0V 7 77 77 7 En e,OC7 TAJU.s No..] Bim um � � >jstria�alhalaese CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT 340 EIGHTH STREET PERMIT# ATLANTIC BEACH JOB LOCATION ATLANTIC BEACH, FLORIDA 32233 SUBDIVISION (904)249-2911 A. G. HIGHTOWER PHONE OWNER NAME ELECTRICAL 40 > SECTION PERMIT TYPE INCREASE �� LEGAL DESC: LOT BLOCK CLASS OF WORK SINGLE FAMILY zBIVINS ELECTRIC CO. PROPOSED USE 40 a# CONTRACTOR 30z a 4 z CON 2/0 i50AMPS, ALUM-iPH 3W 230VOLT CABLE/ESXT lOOAMPS 1PH3W 2 0 WORK DESCRIPTION AM 18 FINAL INSPECTOR cr 0- INSPECTION REQUIRED Z �► . " APPROVED REJECTED ❑ a c: DATE INSPECTEDzap BY vo r, COMMENTS to CITY OF ATLANTIC BEACH, FLORIDA Approved Ey APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19" IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WO HE ATTACHEDDESCRIBED IN PLANS AND SPETHE CIFWING, SE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH WHICH ARE A PART HEREOF, AND IN ACCO E WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. "'" ELECTRICAL/FIR AST ELECTRICIAN G /�CU n 'G /fit V V RFD BOX ADDRESS: NAME�` ry BLDG.SIZE BETWEEN: RES. APT. ( 1 comm. ( ) PUBLIC ( 1„ INDUS. 1 1 NEW ( ) OLD (Y) REW. l 1 ADDITION ( 1 TRAILER 1 1 TEMP.1 ,) - SIGNS ( 1 SO. FT. �-• FEE SERVICE: NEW( 1 INCREASE REPAIR I"'1 CONDUCTOR SIZE TAMPS COPPER ► ALUM. SWITCH OR BREAKER PH - yy VOLT RACEWAY _AMPS EXIST.SERV.SIZE AMPS PH W Z30 VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL CONCEALED OPEN TOTAL RECEPTACLES 31.100 AMPS. 0.90 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER BELL TRANSF. APPLIANCES AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW HEAT �.� OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS 0-1 MISCELLANEOUS TRANSFORMERS: UNDER 600 V. • pVIEI�600 V. NO. KA No NO. ON TRANSF. NO. VA. MA. MOTOR tIZE SWITCH FLASHER EACH SIGN r { FORWARDED . DO TOTAL FE ... r.......a......-...mow ........... .. ..,;3..�-..,...,._..., ♦..w... ., ......r-...... ... .. , CITY OF ATLANTIC BEACH, FLORIDA C� 1 Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: l 19� IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREETO PERFORM SAID WORK IN ACCORDANCE HEREOF, AND IN ACCORDANCE WITH THE I TH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. AN ELECTRICAL FIRM: MASTER EL CTRICIAN SIGNATURE NAME �^ ADDRESS: 2�O � RFD BOX BETWEEN: BLDG.SIZE RES.( APT• ( ) COMM.( ) PUBLIC ( ) INDUS. ( 1 NEW( 1 OLD ( M' REW.l 1 ADDITION ( ) TRAILER ( 1 TEMP. ( ) SIGNS ( ) SQ. FT. FEE SERVICE: NEW ( 1 INCREASE REPAIR ( 1 g p_ CONDUCTOR SIZE AMPS COPPER ( ALUM. SWITCH OR BREAKER 1 AMPS PH W 6 VOLT RACEWAY EXIST.SERV.SIZE d AMPS PH W VOLT ACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL s1-,00 wMPe. 0.90 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER BELL TRANSF. APPLIANCES AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS11 lic TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED - $ � 6 TOTAL FEES . s 1 ; :..K�yra�Wilsi4Mr w.JY "�� L0a C 000257 T OF BULIN DEPARTMENLABEACH G CITY 0, ATNTIC Luc AT it)1i ItdFUFtMAT10N STREET juR 340 EIGHTH FLORIDA 3223 pERtjjT 1"FORMAI Address! ATLANTIC REACH, Numbe-1— '257 DESCRIPTIN Permit . ELECTRICAL sO LEGAL ection! P&I'mit, Type, SE alocki Page*- clas's of Wot k, : INCRVA- Lot'- Plat Book: BEACH *A* conpotf. Type. N/A FAMILY ATLANTIC sedUsel SINGLE Subdivision -ONPf. 0 Code,. 0 OWNER INFORMATT $0. 00 TOWER Dwellings: Name. A. G- HIGH REET 3223j Estimated Value: $0. 00 340 EIGHTH ST -ImproV. Cost, 535. 00 Address ATLANTIC BEACH, FLORTDA Total tal 3 S-35- 00 ha t 4 24,3 q(', XT IOOAMPc'-': CAB vi VOLT j_,j-)AIjpq_ . ALUd PLICAT H FEES ' 535. 00 PERMITso. W ATER PAC' F $0. Cit) T EF WER �jo. 00 WA FR E sty,rX Rik 14 A, 30. 00 RAO N GAS so.vu 12; WAT TAP 90.00 SEW , TAP $0. 00 Hy AULIC SHARE $0. 00 a _ pSpECT FEE $0. 00 OTH $O. Oo NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE D IN PUBLIC SPACE,AND MUST BE DEBRIS FROM THIS WORK MUST NOT BE PLACE BUILDING MATERIAL,RUBBISH AND DETHER CONTRACTOR OR OWNER. CLEARED Up AND HAULED AWAY BY EI ROVEMENTS.55LT IN "FAILURE TO WICE FOR BUILDCOMPLY WITHTHE MECHANICS' L ING IEN LAW IMP THE PROPERTY OWNER PAYING T ISSUED ACCORDING To APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT To REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: 000257 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH LOCATIOU jfjFR&KATI-Jim pEfirtil, `440 EIGHTH 3XRECT k1eimiL flumbex". ATL ARTIC BEACH- FLORIDA pexm,it Type: ELECTRICAL LEGAL I)ESCRIPTIOU of WQcks INCREASE B.1 Ir 1 CC,ostr. TYPO.-I fl!A , E, buok: paqu "A" proposed Ueel SINGL F&HILY ATLANTIC BEACH Dwells ijig : 0 Code: 0 OWNER INFOR"hTION Eatiwated Value: 00. 0C ITOWER $0. 00 Name,; A. G. "161 Improv. cost. Addvetlis- 340 EIGHTH STREET $35. 00 ATLANTIC BEACH, FLORIDA $35. 00 ( '404)249--2911 M P I P141W 2'1 Oft, ("EEIS ?71% so. 0Q. :0/ril- $0. 00 , - 5% $0.lfl(T A E TA SE, E TAP, $O. ou HY AUL IC SHARE $0. 00 RE INSPECT FEE 100 NOTES: 1 , NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,:RUBBIS:H AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE U: P U WAY BY EITHER CONTRACTOR OR OWNER. BUILDING MATERIAL, AND HAULED AWA S' LIEN LAW CAN RESULT "FAILURE TO COMPLY WITH THE MECHANICVEMENTS. N I 95 THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROV ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR ISSUED ACCORDING NG T' VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC EBEACH BUILDING DEPARTMENT By: