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737 Triton Rd (vault) CITY OF ATLANTIC BEACH 1 r S1� J 800 SEMINOLE ROAD J` = ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept(dcoab.us Application Number . . . . . 07-00001183 Date 8/20/07 Property Address . . . . . . 737 TRITON RD Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 100 AMP PANEL CHANGE ----------------------------------------------- ----------------------------- Owner Contractor ------------------------ ------------------------ SOMERS AMERICAN ELECTRICAL CONTRACTOR Q/A:GRASS, ROBERT ATLANTIC BEACH FL 32233 5065 ST. AUGUSTINE RD. #3 JACKSONVILLE FL 32207 (904) 737-7770 ------------------ ---------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/16/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH } !v ELECTRICAL PERMIT APPLICATION Date: Property Address: Owner: hLkY\ Telephone#: c Contractor: ' riC n C� r�C � Telephone#: �- Contractor Address: U � Fax #: I "7�_ TC'/_ Contractor Signature: In consideration of permit given for oing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is being done on this building ❑ New a Residence ❑ Temp. ❑ New Or site,list the building jl Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire ❑ Addition Sq.Ft. $ Repair Conductor Size: AMPS: COPPER El ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service I RACE Size AMPS l PH W VOLT WAY Meter n Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances i TRANSFER. Air H.P.RATING H.P. RATING CEILING KW-HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER I H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si n Miscellaneous - YY,\ win yr!o..,T 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atiantic-beach.n.us Revised 1/04 �} CITY OF ATLANTIC BEACH S j 800 SEAMOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: ��`�'�>>� Building-dept(cr7goab_us Application Number . . . . . 07-00001023 Date 7/18/07 Property Address . . . . . . 737 TRITON RD Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3890 ------------------------------------- Application desc REPLACE 13 WINDOWS ------------------------------------- Owner Contractor -------------- ------------------------ ---------- SOMERS, PETER WINDOW WORLD OF JACKSONVILLE 8535 BAYMEADOWS ROAD UNIT 12 ATLANTIC BEACH FL 32233 D JACKSONVILLE NATIONAL HOMECRAFFL 32256 (904) 443-7001 __________________________ Structure Information 000 000 ----------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . RESIDENTIAL 2 -----Flood-ZoneZONE -------------- ------------------- ------------------------ Permit . . . . . . BUILDING PERMIT Additional desc - 25 .00 Permit Fee 50 . 00 Plan Check Fee . Valuation . . . . 3890 Issue Date . Expiration Date . - 1/14/08 ------------------------------- -- ----------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- lb6 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 50 . 00 50 . 00 . 00 . 00 Plan Check Total 25 . 00 25 . 00 . 00 .00 Grand Total 75 . 00 75 . 00 . 00 .00 PERMIT IS-APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PERMIT BUILDING / ZONING DEPARTMENT APPLICATION # ' 800 Seminole Road J Atlantic Beach,Florida 32233 Ji'1 Jr (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIR DEPT: IIllnn Y PLANNING Property Address: _T � 4Dn �Ul�t/�- z Y BUILDING F- N PUBLIC WORKS Applicant: ` (A 1 1 Ort V l Y PUBLIC UTILITIES �100n f� i Q �' ' > Y N FIRE DEPT_Project: ` l % l w � w Y N PUBLIC SAFETY W APPROVAL RE D AGENCY: RECEIVED BY: INITIAL: DATE: Z N D.E.P HUFSTETLFR Q Y N S.J.R.W.M. CARPER _ UJ Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP XEVIEWED BY: I ATE- ® ® 1 ST REV ® / PLANNING UILDING ® ® 2ND REV 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 A►S400. 06/13%2006 12:40 FAX 904 443 7001 WINDOW WORLD JACKSONVILE 002 RECEIvt- CITY OF ATLANTIC BEACH L'�'b Bf'�' BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH JULEi 2007 �. 800 Seminole Road, Atlantic Eeaoh FL 32233 �'' sive-" Z-1 i5 Office:(904)247-5826 • Fax:(904)247-5845 may. lob Address:, -7itNurabtr _ .eaal Descri,':>tlol Valuation of Work(Replacement Cost)$.Class .':M K I rk 'Circle one): New Addition Repair v ■ Use o:`ed:Icing proposed strucru s) Circle one)., of r mercial e ■ If an e.;:isti ig sl.ructure, is a fire sptu)Icr system nstalled?(Circle one): ■ 's app-)Va ofl cuiso La 's a:socuuion yr other private entity required?(Circle one): o )eseribe in &,&tai I thr type of work to be perfb=ed: )-rope "iier Inf)rmatiom Fame: ��?V.f C Address; -7 ,3 _1 r-►-4 0 -2�� yity \r, I�E State fLZxp 3.;Gphone q'01A- 1-427 -- ,ontracter Fafor imp'ion.. name of Corr.lan : jc\ \ „ Wj-cc r; oFArg ualifying AgentC,r c te�� �� �ddress: 1\ , C (. LkC) City <1C•C y �c�n�,� _S F Z..�_ 3�r zip ' )ffice Pbone ,,. r)'_A- LA(-1. ` -7 Mt rob SjWContact Number Qt)cl - L193- 2 C.) :tate Certifcal Jox,Re,istration# (�L It:-�o 1 Office Fax architect Nar,.e& Ph)ne# -- ,ngineer's Nl ci.me 'k P'lone# (pplication 1~r he)eby made to obtain a,permit to do the work and installations as indica:�ed I certify that no work or ,Lvallation hal,cu,nm snced priorto the issuance of a permit and that all workwill be Perf4n'Pt8d to meet the standards of all xws regulatir„ce rtsti v tion in this jurisdiction. This permit becomes null and void i work is not commenced within six(6) Tonths, ort ,.•on.I!ruc tion or work is suspended or abandoned fora period of six (6) mot7ths, at aril time after work rs o?n,,-- eco .rur,der stand that separate permits must be secured for Electrical Wo' rk, Flumbiag, Signs, Wells, Pools, %urnaces,Ec,ileri Hraters,Tanks andAir Conditioners,eta vAR.NING TO 4 WNER: YOUR FAILURE TO RECORD A NOTICE OF o'DN,D46NCEMENT MAY LESULT 11; Y XTR PAYING TWICE FOR "ROVEMENTS TO YOUR PROPERTY. IF YOU NTEND TO ()B"AIN FINANCING CONSULT Vt TM YOUR LENDtF;3- IOR AN ATTORNEY W-FORE RECt.)RDING YOUR NOTICE OF COM MNCFNENT. hereby cern��I'tha"1 h ave read and era ned this application and know the same to be true and correct All ovlsions o} zws and ordia :Wz.s g 5verni his ry workwrZi be complied with whether vec�ed herein or npt. The arztin ofa Prmit does r.x p 'esu ne t a au r to violcte or curtcel the provisiahs of any othcr f rderal, ,et e, o loca�Zmu Fgulating cop ;rtrz� do 7 or hep or ce of construction. mature of ProF :rty )wn rr Sigr►atum of Contractor; iyorn4o and sub.;zrk4 be fore me swo . o and subs ed before roe as Icy of.., (. / this Day of L UZ otary Public: `�✓� Notary Public: _ TERRY POULIN MY COMMISSION#DD487185 TERRY POULIN WISED 03.1-5 EXPIRES:OCT 31,2009 " ?'� "�, MY COMMISSION#DD487185 30ndad through Iqt State Insurance PIRES: 0 s�a�s ,d 91'85-LVZ-b06 d through t In n NOTICE OF COMMENCEMENT State of IF cx Tax Folio No.��j IL4 County of�l A,ZQ To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: CL lk I1 1 Address of property being improved: General description of improvements: t_o r"rn�-" Owner: Address: Tr Yo n R c1 ls� 4bra A006-N IF6 �� Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor. Address: Telephone No.: 9(16y-yy 3_ -70D 1 Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Doc#2007231154,OR EIK 14090 Page 329, Name and address of any person making a loan for the construction of the it Number Pages:1 Filed&Recorded 07/17/2007 at 03:59 PM, Name: JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Address: RECORDING$10.00 Phone No: Fax No: _ Name of person within the State of Florida, other than himself; designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed:lethis e� Date. TERRY PODUN Before On, MY COMMISSION#DDA87185 Of Florida,has personallday ofy appeared in the County ofEXPIRES:OCT 31,2009 Notary Public at Large,State of Florida,County of Duval. Bonded through 1st State Insurance My commission expires:1b—3 J 9 Personally Known: or Produced Identification: L___ c 8110 Cypress Plaza Drive,Ste 405•Jacksonville,FL 32256 5 Co � ) Lo Cl(I 3Mo 3 L� c© � - 351a 5 3 _ 35+)ax 93 3L-i q _ 35 ��a x N a,© � SOP 50 3 095 C) yawn, (3y . 5 5 6 - 35 NLI X 3^1 (M,) © � OPS .7 " 35 518, k 3-1 /g a C 6 � 5o3 K I ata �PrjO i RECEIVED I o 35 �l� 3 ae CI Y O nAT�R»BEACH 1 air -X 3L9 ►/ a 0 l optic 1fj 16 2001 a j 3 5,SJa x 3� Florida Building Code Online Page 1 of 5 j mmunity Affairs, o ...� ` SCIS Home Log In Hot Topics 1 Submit Surcharge Stats&Facts Publications FBC Staff BCIS SM Product Approval USER: Public User Product Approval Menu > Product or Application Search > A pji_cation List > Application History >Application FL # FL1089-RO I I I Application Type New 8'.i-'_, ,(�'�,, , � Code Version 2001 � Approved JULApplication StatusJ1 8 200 �II I III Comments i oii li Archived RY' 5( I s A= 11 Product Manufacturer Alside, Inc., Division of AMI �$1 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 0. Quality Assurance Representative C= C' Address/Phone/Email W Category Windows � n J Subcategory Double Hung g LLM Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Associi Referenced Standard and Year (of Standard Standard) ANSI/AAMA/NWDA 101 IS-2 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtwudLxnkwGm... 7/11/2007 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code 1707.4.2.1 Product Approval Method Method 1 Option A Date Submitted 11/14/2003 Date Validated 11/14/2003 Date Pending FBC Approval 11/25/2003 Date Approved 01/14/2004 Date Revised 06/14/2005 Summary of Products FL # Model, Number or Name Description 1089.1 0201 Replacement: 48x78 DP30, 44x: DP45, 36x72 DP55; 1/8" glass Limits of Use (See Other) Certification Agency Certifica I Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0201:48x78 DP30,44x77 DP35,44x60 DP45,36x72 DP55; 0301:48x77 DP25,44x77 DP30,44x60 DP35,36x72 DP50; 0401:48x78 DP25,44x77 DP30,44x60 DP40,36x72 DP35; 0501:52x84 DP25,44x77 DP40,44x60 DP45,36x72 DP45,36x60 DP60,52x61 "C" package DP35,52x61 "C" package/tempered DP45; 8001:44x77 DP30,44x60 DP40; 9001:44x77 DP35,44x60 DP50,36x60 DP65 I 1089.2 0301 New Construction: 48x77 DP25, 44x60 DP35, 36x72 DP50; 3/32' Limits of Use (See Other) Certification Agency Certifica Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0201:48x78 DP30,44x77 DP35,44x60 DP45,36x72 DP55; 0301:4807 DP25,44x77 DP30,44x60 DP35,36x72 DP50; 0401:4808 DP25,44x77 DP30,44x60 DP40,36x72 DP35; 0501:52x84 DP25,44x77 DP40,44x60 DP45,36x72 DP45,36x60 DP60,52x61 "C" package DP35,52x61 C" package/tempered DP45; 8001:4407 DP30,44x60 DP40; 9001:4407 DP35,44x60 DP50,36x60 DP65 1089.3 0401 Replacement: 48x78 DP25, 44x: DP40, 36x72 DP35; 1/8" glass http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtwudLxnkwGm... 7/11/2007 Florida Building Code Online Page 3 of 5 Limits of Use (See Other) Certification Agency Certifica Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- j Other: 0201:48x78 DP30,44x77 DP35,44x60 DP45,36x72 DP55; 0301:48x77 DP25,44x77 t DP30,44x60 DP35,36x72 DP50; 0401:48x78 DP25,44x77 DP30,44x60 DP40,36x72 DP35; 0501:52x84 DP25,44x77 DP40,44x60 DP45,36x72 DP45,36x60 DP60,52x61 "C" package DP35,52x61 1 "C" package/tempered DP45; 8001:44x77 DP30,44x60 DP40; 9001:44x77 DP35,44x60 DP50,36x60 DP65 1089.4 0501 Replacement: 52x84 DP25, 44x: E DP45, 36x72 DP45, 36x60 DP60 ( Limits of Use (See Other) Certification Agency Certifica Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: j Impact Resistant: I Design Pressure: +/- Other: 0201:48x78 DP30,44x77 DP35,44x60 DP45,36x72 DP55; 0301:48x77 DP25,44x77 DP30,44x60 DP35,36x72 D1350; 0401:48x78 DP25,44x77 DP30,44x60 DP40,36x72 DP35; 0501:52x84 D1325,4407 DP40,44x60 DP45,36x72 DP45,36x60 DP60,52x61 "C" package DP35,52x61 "C" package/tempered DP45; 8001:4407 DP30,44x60 DP40; 9001:4407 DP35,44x60 DP50,36x60 DP65 1089.5 0501 Replacement: 52x61 DP35; 1/8' :1] locks/keepers,"DP" tilt latch w/"I Limits of Use (See Other) Certification Agency Certifica I Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0201:4808 DP30,44x77 DP35,44x60 DP45,36x72 DP55; 0301:4807 DP25,44x77 DP30,44x60 DP35,36x72 DP50; 0401:4808 DP25,44x77 DP30,44x60 DP40,36x72 DP35; 1 0501:52x84 DP25,44x77 DP40,44x60 DP45,36x72 DP45,36x60 DP60,52x61 "C" package DP35,52x61 I C" package/tempered DP45; 8001:4407 DP30,44x60 DP40; 9001:4407 DP35,44x60 DP50,36x60 DP65 1089.6 0501 Replacement: 52x61 DP45; 1/8' E 3 cam locks/keepers, "DP" tilt la r ts of Use (See Other) Certification Agency Certifica roved for use in HVHZ: Installation Instructions roved for use outside HVHZ: Verified By: act Resistant: ign Pressure: +/- Other: 0201:4808 DP30,44x77 DP35,44x60 DP45,36x72 DP55; 0301:4807 DP25,44x77 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtwudLxnkwGm... 7/11/2007 Florida Building Code Online Page 4 of 5 DP30,44x60 DP35,36x72 DP50; 0401:48x78 DP25,44x77 DP30,44x60 DP40,36x72 DP35; 0501:52x84 DP25,44x77 DP40,44x60 DP45,36x72 DP45,36x60 DP60,52x61 "C" package DP35,52x61 "C" package/tempered DP45; 8001:44x77 �J�DP30,44x6i]l DP40; 9001:44x77 DP35,44x60 DP50,36x60 DP65 11089.7I Replacement: 44x77 DP30, 44x( 8001 11 glass Limits of Use (See Other) Certification Agency Certifica Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0201:48x78 DP30,44x77 DP35,44x60 DP45,36x72 DP55; 0301:48x77 DP25,44x77 DP30,44x60 DP35,36x72 DP50; 0401:48x78 DP25,44x77 DP30,44x60 DP40,36x72 DP35; 0501:52x84 DP25,44x77 DP40,44x60 DP45,36x72 DP45,36x60 DP60,52x61 "C" package DP35,52x61 "C" package/tempered DP45; 8001:44x77 1. DP30,44x60 DP40; 9001:44x77 DP35,44x60 DP50,36x60 DP65 1089.8 9001 Replacement: 44x77 DP35, 44x( DP65; 3/32" glass Limits of Use (See Other) Certification Agency Certifica Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0201:48x78 DP30,44x77 DP35,44x60 DP45,36x72 DP55; 0301:48x77 DP25,44x77 DP30,44x60 DP35,36x72 DP50; 0401:48x78 DP25,44x77 DP30,44x60 DP40,36x72 DP35; ( 0501:52x84 DP25,44x77 DP40,44x60 DP45,36x72 L[DP30'44x6O 536x60 DP60,52x61 "C" package DP35,52x61 pckage/tempered DP45; 8001:44x77 , DP40; 9001:44x77 DP35,44x60 0,36x60 DP65 I Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824, Suncom 277-1824, Fax(850)414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: N;hEtl M http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtwudLxnkwGm... 7/11/2007 Florida Building Code Online Page 5 of 5 Bobbisoe�,.aa �•w, �srs�r�.z er « YE Rrr Y-� http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtwudLxnkwGm... 7/11/2007 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 S ecimen#3 H-LC25 1118 x 1956 H-LC45 1118 x 1524* H-LC55 914 x 1524* Primary Product Designator 44 x 77 44 x 60* 36 x 60* Design Pressure* 1200 Pa 25.0 s 2160 Pa 45.0 s 2640 Pa 55.0 sf) Negative Design Pressure* 1200 Pa 25.0 sf 2160 Pa(45.0 st 2640 Pa(5/A st Operating Force in motion 89 N 20 lb 1.1 L/s/m N/A N/A Air Infiltration 0.21 cfm/ftZ Water Penetration Resistance Test Pressure 440 Pa 9.0 psq N/A N/A ±3960 Pa 182.5 s Uniform Load Structural Test Pressure ±1800 Pa(±37.5 sf) ±32�OVP ±67.5 sForced Ent Resistance Grade 10 /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 FILE phone: 717-764-7700 fax: 717.764-4129 www.archtest.com 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 l 18 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 101/1.S.2/A440-05, StandardlSpecification 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 l 118 x 1956(44 x 77) Overall Size: 1 1 18 mm (44") wide by 1956 mm (77") high Top Sash Size: t035 mm(40-3/4")wide by 940 mm (37") high Bottom Sash Size: 1060 mm (41-3/4") wide by 965 mm(38") high Screen Size: 1019 mm (40-1/8")wide by 965 mm (38") high Overall Area: 2.19 m2 (23.5 ft ) 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764.4129 www.archtest.com AL 62609.02-501-47 Architectural Testing Page 2of10 Test Specimen Description: (Continued) Test Specimen#2: H-LC45 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 ftZ) 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 m (15.0 ftZ) 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. AL 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 I 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 Quantity Location Metal button cam lock I Lock rail at mid-span, with mating and keeper keeper at exterior meeting rail (Test Specimen #1) Metal button cam lock 2 Lock rail,216 mm(8-1/2") in from and keeper each end, mating keepers at exterior meeting rail (Test Specimen#2 &#3) Plastic tilt latch 4 Top corner of sash Metal pivot bar 4 Bottom corner of sash Constant force balance 4 One per jamb system with locking tilt shoes 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. Ak 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 I 1 18 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 Ib) 100 N (22.5 lbs) 2.t.2 Air Leakage Resistance per ASTM E 283 (See Note#I)2 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 ANSIIAAMAINWWDA 1011I.S.2-97, 101/I.S.2/NAFS-02, AAMVWDMA/CSA 101/.s 2IA440-05 for air infiltration. 62609.02-501-47 Architectural Testing Page 6 of 10 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen #1: H-LC25 l 1 l8 x 1956 (44 x 77) (Continued) 2,1,3 Water Resistance per ASTM E 547 5.3.3 (with and without screen) 180 Pa(3.75 psf) No leakage No leakage 2.1.4.1 Uniform Load Deflection per ASTM E 330 5.3.4.2 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 1200 Pa(25.0 psf)(positive) 6.9 mm (0.27') See Note#2 1200 Pa(25.0 psf)(negative) 9.1 mm (0.36") See Note#2 Note#2: The deflections reported are not limited by AAMA/WDMA/CSA 101/1.5.2/A440-05 for this product designation. The deflection data is recorded in this report for.special code compliance and information only. 2,1,4.2 Uniform Load Structural per ASTM E 330 5.3.4.3 (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1800 Pa(37.5 psf)(positive) 0.5 mm (0.02") 4.1 mm (0.16") max. 1800 Pa(37.5 psi)(negative) 0.3 mm (0.01") 4.1 mm (0.16") max. 2,I.8 Forced Entry Resistance per ASTM F 588 5.3.5 Type: A Grade: 10 Hand Tool Manipulation No entry No entry Tests A 1 through A7 No entry No entry Hand Tool Manipulation No entry No entry 5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated Ak 62609.02-501-47 Architectural Testing Page 7of10 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen #1: H-LC25 1118 x 1956 (44 x 77)(Continued) 2.2.1.6.2 Deglazing Test per ASTM E 987 5.3.6.3 Top Sash In operating direction - 320 N (70 lbs) l1.43 mm 0.45" Meeting rail 1.5 mm(0.06") ( ) Top rail 1.5 mm(0.06") 11.43 mm (0.45") In remaining direction -230 N (50 lbs) mm 43, 1 Left stile 0.8 mm(0.03") 1 (0.45") Right stile 0.8 mm (0.03") 11.43 mm (0.45") Bottom Sash In operating direction -320 N (70 lbs) Meeting rail 1.5 mm(0.06") 11.43 mm (0.45") Bottom rail 1.5 mm (0.06") 11.43 mm(0.45") In remaining direction -230 N (50 lbs) Left stile 0.8 mm (0.03") 11.43 mm (0.45") Right stile 0.8 mm (0.03") 11.43 mm (0.45") Optional Performance 4.3 Water Resistance per ASTM E 547 4.4.3.4 (with and without screen) No leakage No leakage 440 Pa(9.0 psf) g Ak 62609.02-501-47 Architectural Testing Page 8 of 10 Test Results: (Continued) Para rash 11itle 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) See Note #2 2160 Pa(45.0 psf)(positive) 10.7 mm(0.4211) 2160 Pa(45.0 psf)(negative) 14.7 mm (0.58") See Note#2 4.4.2 Uniform Load Structural per ASTM E 330 4.4.3.2 (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 3240 Pa(67.5 psf)(positive) 0.3 mm (0.01") 4.l 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) " See Note 92 2640 Pa(55.0 pso(positive) 9.1 mm (0.36 ) 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) 3.3 mm (0.13") max. 3960 Pa(82.5 psf)(positive) 1.5 mm (0.06") 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 9of 10 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. l . Digitally ,�for l ynn C,�,ye by Jwwdw L DeVas Digitally Signed try NGcheel L Mxkereth Lynn George Michael L. Mackereth Project Manager Director- Operations LGJ[d Attachments(pages): Appendix-A: Alteration Addendum(1) Appendix-B: Drawings(13) V, � `f "1 0' +' �, a �. � � r�:;.95 � , { � `` � ;�U t 7 ---__ � �� �> ::: /� � � � _ f V a. 41/ ; r F 1 IN- Ar i _ •• ..�_. s •�,,,5. Vim' '_� � t + - `. Y , , �,--_ ,t°'f'`�j'�.�.... �✓Y ."", - Ste'�� K�..: r �f.�.. �- -, ... 'v'11 ai i t f /yi W 4 S _ j _ -21 1 CITY OF ATLANTIC BEACH . T 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 J M INSPECTION PHONE LINE 247-5826 t 02-00024887 Date 9/30/02 Application Number ' 737 TRITON RD Property Address . . . ' _ ROOF Application description • - . TO F UPDATED Property Zoning . • • • ' ' ' 2350 Application valuation . . . Contractor Owner -------- ONDREJICKA, JOHN A HAROLD PLEMMONS ROOFIN 5526 HARRIET STREET FL 32254 ATLANTIC BEACH FL 32233 JACKSONVILLE (904) 783-6924 -----Permit . W/W/O BUILDING PERMIT Additional desc . . REROOF Fee 25 .00 Permit Fee . . . . 50 .00 �Valuation . . . . 2350 Issue Date • • • . 3/30/02 Expiration Date Fee summary Charged Paid Credited _ ---------- - .00 Permit Fee Total 50 . 00 50 .00 00 . 00 Plan Check Total 25 . 00 25 . 00 00 .00 Grand Total 75 .00 75 .00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER- "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN CE FOR BUILDING IMPROVEMENTS" RESULT IN THE PROPERTY OWNER PAYING ARE PART OF THIS PERMIT AND SUBJECT ISSUED TO REVOCATIION FOR VIOLATION OFAPPLICABLE OAPPROVED PROVIS ONS OF LAW. PLANS T2TTTT T1TV(.(17FFTCIAI. t Vit..=LJfJ kL r e%r rl - �1 City of Building Q ,u - City of Atlantic Beach• 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 •FAX(904)247-5805 •http://www/ci.atlantic-beach.fl.us PERMIT APPLICATION FOR ROOFING ,46B LOCATION �_ _ �'� �Ir l�r 1 ( I'(�ti, t�C,�, � )dD-WNER OF PROPERTY kn A Drv-kroc ( I c A(-Q ,NONE CONTRACTOR'S ,�o CONTRACTOR ADDRESS &), 6P,1r, .37Y7S ZIp„3Z��� CONTRACTORS LICENSE NO.( C q� PHONE# q`' J SCOPE OF WORK 7�'c's Y- DECK SLOPE GREATER THAN 2 : 12 LESS THAN 2 : 12 - ACTUAL VALUATION OF WORK S 3LQ PRODUCT NAME & MATERIAL TO BE USED fi >QQ c(L ASTM DESIGNATIQN(S REQUIRED INSPECTIONS SHEATHING FINAL I LIBILITY INSURANCE POLICY SUPPLIED YES NO APPROVED CITY OF ATLANTIC BEACH WORKERS COMP. POLICY SUPPLIED YES NO BUILDING OFFICE S P 2 5 200 CONTRACTOR LICENSE SUPPLIED YES NO OCCUPATIONAL LICENSE SUPPL YES NO By: ' SIGNATURE OF OWNER SIGNATURE OF CONTRACTOR SWORN TO& SUBSCRIBED BEFORE ME THIS,-,r-) DAY OF 200 AS TO OWNER 440TARY PUBLIC 9%t ITHCC 861934AS TO CONTRACTOR NOTARY PUBLIC1.2003 PSR-3844 11800 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION - -- - ---- - LOCATION INFORMATION Permit Number : 11800 Address : 737 TRITON ROAD Permit Tvpe :MECHANICAL ATLANTIC BEACH , FLORIDA 3223' class of Work:ALTERATION --------- LEGAL DESCRIPTION ------ Constr . Type:WOOD FRAME Lot : Block: Section Proposed Use: Plat Book : Paae: O Dwellings : 1 Subdivision: Est . Value: 0 . 00 --------- OWNER INFORMATION ---- Improv . Cost : 0 .00 Name :DAURENCE MARSHALL Total Fa.esi 27 . 00 Address : 737 TRITON ROAD Amount 27 .00 ATLANTIC BEACH . FLORIDA - -J =I , ,17�r PhnnP : ( 904 ) 249-1767 'ONTRACTOR -------- APPLICATION FEES ---------- DON(WAN HF?=.T?!t" Y- PERMIT 27 .00 NOTES: _ES pections Required Inspections Required Inspections Required FINAL 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. ATLANTIC BEACH BUILDING DEPARTMENT BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH An."T/C aaACN. M."10A saris APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION S1r6N Address: (Y 1 IC OF latera•1i411 st.oets: 601woe4 C / WILDING Pj I ) - A4d C24 c,( o, . 11. KXNTIFICATION -- To be completed by all applicants. I• c"sid6roi,o4 of 16to" 41-08 for 41e1'n11 the work as described ie the above statement we here bk in accordance • re• to with the 6tt•c4d pleas and specifications which are s port hereof and in accordance with the C ty of Joclsoxvdlo ordinanceenc rform said1,s end standards of good practice listed therein. W6a�e of M40961-1104M40961-1104411c...��. ,Mi./, �o N o v H I r Weser C A Co 3 y K...1, of Petr••+, **aerrs c,.( f� ►.� ►�- s p.t„r, d 0.", 1 e1, AsAh•rieol Apel v�7IV" of ��— CfZ��J :Anhih or 64/11006/, 111. GWW48M "M"am A. TpM of boob" W. 9. Is OTN[A CONaTIIYCTION "IMG OONa an T"1111 Sut�olNG ow slT�t O see—O V Q M400,111Q C"W u"WIF Q of 1/T[ss Give NNMGRR o/CONSTOJCTION D CN%w lose* PgMIT IV. i ip11rueff To M WWAM✓A NAPM OF 0a Iter.'"Samoa%id d eu4poseels so bad of Mie#MMI d RNldsntlal or O Commwci+l O SINN O srw D Roweled D CMMOW O Flow O IM" 0'�.c.•drN..i.11: O si.e. O''c../�.l �Mg 6+wlartg . Rtlpleo«Mnt of existing system No.lmoes sopedlr s./ws, O New InstaNallon(No system ptwbusiy inst&" D R.6;11onsio. O Exlenslon or add-on to exletme system Q Coo&" ftww- cipselly O othw— Specify O Fan tp*eilu6: Member of ►..�. I Q 61..eter Q Melt p In..bal O i.•ea.. Iss,abal TM WA= colt ofoi 1166 ONLY O t.i. IoOtmberl 1�6eMwdl Cossets LM O MOW poomwe vessel O Other spesily u6rr ALL XQUIPUS r Aa CO?CCn0MM AND REPRIUMATM 1f1r1♦ef T,7tdta DerasytlaR I6ais11�11t�� �� ✓ - o— l — a M6LATM • FURNACE. DOtLJE>y. MXPLAC= T111111111is1 Will 1W TOM iP 1RaRy i�6eslseS =ttN/ tree FOR OFFICE USE ONLY DEPARTMENT OF BUILDING Date /G 19� CITY OF ATLANTIC BEACH, FLORIDA permit # Fee $ Valuation $ Se7. 0'--VApplication for Permit for HOUSE Miscellaneous Alterations, and Repairs - - DESCRIBf,: � (State if to repair , alter , add to or move building, erect awwings, signs, etc. ) .Div . M Building on: Lot No. Blk No. // Sub �_� Addrens 7--? 7 <IXi Valuation $ O /Owner 's NameIL'- BUILDINGS AND OCCUPANCY Building Use - Residential or Business What Plumbing work to be done? Size of Present Bldg. Size of Extension Lot Size No. of stories now after altered Material of roof Material of Present Building Material of Extension NECESSARY PLANS TO BE SUBMITTED HEREWITH OIL BURNER OR GASOLINE EQUIPMENT Name of Oil Burner or Gasoline Pump Type or Model Name and Address of Manufacturer Iia connection herewith, application is also made to install: gal. capacity tank (s) made by of gagge metal ground. (Name of Manufacturer) i _^.ct•i or. Above) (Under or Above) of building. For (Inside or utsi e (Name o urc aser FURNISH DRAWING SHOWING ENTIRE LAYOUT ON REVERSE SIDE OF THIS BLANK SIGNS S-�ze Classification (State whether groun r oo wa projecting, annex) Material of Construction Illuminated? Type of illumination TS-tate whether amps or Neon Will sign be over public property? SUBMIT DRAWING SHOWING CONSTRUCTION OF SIGN AND METHOD OF HANGING WRITE ADDITIONAL INFORMATION BELOW (For canvas awnings provide dimensioned drawing oQ �,ide) G IMPORTANT NOTICE: 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 attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of Atlantic Beach. (Southern Standard Building Code) . Signature of Builder or Owner Address Phone No. 4751 -DEPARTMENT OF BUILDING I CITY OF ATLANTIC BEACH ---- PERMIT INFORMATION "` -- LOCATION INFORMATION - �er-mit Number: 4751 Address: 737 TRITON ROAD ATLANTIC BEACH, FLORIDA 3223DPermit Type: RE-ROOF -------- LEGAL DESCRIPTION ---- �_;lass of Work: NEW Lot : Block: Section*. Constr. Type: WOOD FRAME Township: RNG' O Proposed Use: SINGLE FAMILY Subdivision: Dwellings: 1 Code: 0 $0. 00 Estimated Value: $0. Q0 Improv. cost; $22. 50 Total Fees: $22. 50 Amnun P< Rnnp ---- APPLICATION FEES ---- ..ttrFt f�P ItM4FORMATION - PERMIT $22. bU R r m DAURENCE MARSHALL WATER IMPACT r^EE $0. 00 AcTdi 74`� TR1l�:IN ROAD }?WER IMPACT FFF' 4 T'Lf,i� E�I C s�LACH, FLOR7 WATER METER }>,�o : g ° , -177 RADON GAS-H. R. S. $U. 00 RADON GAS - 5% $0. 00 C'Ifid? v.'AC`t UR INFORMATII_)6` W $0. 00 - ATER TAP jt Ty OWNER SEWER TAP $0. 00 Addr-ess: HYDRAULIC SHARE $0. 00 RE-INSPECT FEE $0. 00 T i I`xF= License: SEC- H IMPACT FET-: OTHER NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBISH AND WAY BYDEBRIS FROM THIS WORK THER CONTRACTOR OR MUSTOWNNOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND LIEN LAW CAN RESULT "FAILURE TO COMPLY WITH THE MECHANICS'BUILDING MPROVEMENTSiN THE PROPERTY OWNER PAYING TWICE FOR , MOTION DATE: 12/24/91 IT AND SU JEjO REVOCA Cb W'FOR ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMChIE VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT BY: CITY OF ATLANTIC BEACH PERMIT APPLICATION ROOFING owner(s) : Ge Z-- r Address: z� �� / Phone: Lot # Block or Unit # Subdivision Contractor: Address: Phone: State License No. Describe work to be done: Materials to be used: Slid i/UGZC=S Signature OWNER: Signature CONTRACTOR: FOR OFFICE USE ONLY Jan_ 12m 71 Date--------------••---- ----------19 ------ Permit #--12 9-9---------Fee$------- .0_-.0.0-. CITY OF ATLANTIC BEACH Valuation $_1.0__'_0_0.0_._0.0 ------------------------- FLORIDA House #..... 402 Irex Road --------------•-----------•----•------•---------•••--•--•-------------•--•- APPLICATION FOR BUILDING PERMIT 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. Date._ 7-� , 19 Owner----, ,._L_..J---- .._� ST.___�-.-------Address_...(o --_ � /t? .`u .Telephone No.'�7 --: -zJ Architect-----------------------------------------•-- - ------------/-----' Address------------•------------------s-•-•--------------•--•----Telephone No ............................. _ d Q iQ «A)-- Telephone Builder__ -- _----. __�-_.1 Lot No--------- BlockNo.---L/--------- -- Sub Division- ---V�Rf ---� /m- --------------_----------------Zone----­---------- S --- ---------- Street G ` _ SideBetween 1_ ONrG �f �O� - - and ------Sts. Valuation $..LQj-CM__ ._dC.0__For what purpose will building be used---- e_S- ------------___Type of construction.. �9SD_evY.-. 1 i Dimensions of Building�b___�1_--7.__-.--..__-_-_Dimensions of Lot....-=L. --------------------------___.:/. ..........................Size of Footings----------- _ ..._...___._._. Size of Piers.------------------------------------Size of Sills-----__-___ __ - __ __.Greatest Sill Span in ft...........................Type Roof-__ ..5 How will Building be Heated?---6-4-5-_-_--_-_-__.-.______.. .. .................Will Building be on Solid or Filled Ground?_.- 1!4----_-_-__..__---_---__- Size of of Ceiling Joists ............. Distance on Centers--------_. -------........................., Greatest Span............................................ Size of Floor Joists.___._.. �.,,//_ _______________________ Distance on Centers---------- ................................, Greatest Span............................................ " Size of Rafters.----------- Yu P-s., Distance on Centers.....---Z •----------------------- Greatest Span-------..................................... „ This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. W G7 2. When steel is in place and ready to pour columns and/or lintel. 3. When steel is in place and ready to pour beam. a 4. When framing is completed. S .7 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. A A 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT 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 the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of Atlantic Beach. Signatureof Builder........................................... ............................... Address Address------------•--------------------------- ------------------ ---------------------------------Signature of Owner. - ---------------------•------•------ ..............------ Address.------..----------•---.-•----•--------..---.---.---.-...----..----•---..-----•-----------------•--