The URL can be used to link to this page

1839 Seminole Rd (vault) CITY OF ATLANTIC BEACH i� 800 SEMINOLE ROAD r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptncoab.us Application Number . . . 07-00000205 Date 2/28/07 Property Address . . . . . . 1839 SEMINOLE RD Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc sewer ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- RENNIE, JR. , JANICE B . CHRISTY FIRST COAST PLUMBING 1839 SEMINOLE ROAD P .O. BOX 50446 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 247-4419 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/27/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 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 PLUMBING PERMIT APPLICATION OW" Date: L �Property Address: M"S Owner: �/)��Q (' W2 1 1C Telepbone#: 71 Contractor. l t' . �S 4ti i 1.� / Telephone#- Y�' yY� Contractor Address: ��16 Q��' ��'"' - i Fax#: el')" 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 City of Atlantic Beach ordinance and standards of good practice Listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, Q New list the building permit number: o Re-Pipe Number of Fixtures: Bath Tubs Showers I Closets Shower Pans Dishwashers Sinks i Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewe Wen'leaters ether Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00= 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845. http:ltwww.ci.atiantic-beach.fl-Revised 110 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 oil Application Number . . . . . 07-00000205 Date 5/16/08 Property Address . . . . . . 1839 SEMINOLE RD Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc sewer ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ RENNIE, JR. , JANICE B. CHRISTY FIRST COAST PLUMBING 1839 SEMINOLE ROAD P.O. BOX 50446 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 247-4419 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . 2/28/07 Valuation . . . . 0 Expiration Date . . 8/27/07 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER IMPACT FEES 1250 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 1250 . 00 1250 . 00 . 00 . 00 Grand Total 1292 . 00 1292 . 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 800 SEMINOLE ROAD -r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 07-00000205 Date 5/16/08 Property Address . . . . . . 1839 SEMINOLE RD Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc sewer ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- RENNIE, JR. , JANICE B. CHRISTY FIRST COAST PLUMBING 1839 SEMINOLE ROAD P.O. BOX 50446 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 247-4419 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . 2/28/07 Valuation . . . . 0 Expiration Date . . 8/27/07 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER IMPACT FEES 1250 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 1250 . 00 1250 . 00 . 00 . 00 Grand Total 1292 . 00 1292 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. May 14, 2008 Mr. Michael Griffin, CBO, CFM Building Official 800 Seminole Road Atlantic Beach, FI 32233 Dear Sir: Enclosed please find my check for$1250 for the impact fee for connecting to the sewer line which I also paid for. As an aside, it really does not seem fair that a single person household pays the same"impact fee" as a multiple person household. But then when it comes to government mandates whoever thought it would be fair. Res ectfully, nice Rennie 1839 Seminole Road Atlantic Beach, FI 32233 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD I ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 06-00033873 Date 9/22/06 Property Address . . . . 1839 SEMINOLE RD Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 17700 --------------------- ----------- ---- ---------------------------------------- Application desc INSTALL IMPACT WINDOWS AND DOORS ------------------------ ------ --------------------------------------------- Owner Contractor -------------------- ---- ------------------------ RENNIE, JR. , JANICE B . FLORIDA GEORGIA CONTRACTORS 1839 SEMINOLE ROAD 11433 SAINTS ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 641-7010 III ------------ ----- Permit . II I �� BUI!L , iNG PERMIT ' ----------------------- Additional desc j Permit Fee' � I � 120 . 00 Plan Check Fee 60 . 00 Issue Date ;' Valuation . . . . 17700 Expiration Date 3/21/07 ------------------------- --------------------------------------------------- Fee summary Charged Paid Credited Due -- --------------- !--------- ------- --- ---------- ---------- Permit Fee Total 120 . 00 120 . 00 . 00 . 00 Plan Check Total 60 . 00 60 . 00 . 00 . 00 Grand Total 180 . 00 180 . 00 . 00 . 00 I I � PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH s, PLAN REVIEW SHEET "~ 14. �igagalns Building Department Public Works&Public Utilities Departments �J;31>r 800 Seminole Road 1200 Sandpiper Lane S. Doerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R. Carper (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# 106 - 2 3S I3 Property Address: /D / �� Q`� 70/ Applicant: e, e5 Project: h/1' :2ajk1S ?k Fi I E D CITY Ut BUILD:. Gt: FICE This permit application has been: 7Oi Approved as noted by theit, /ome Department. Final application approval murom the#tulding Department. 20" Reviewed and the following items need attention: 1L o� Go,�7l�At��O e, Alah 0 � Please re-submit yoWapplication when these items have been completed. Reviewed By: Date: t� 0 Date Contractor Notified: FROM :FL GA CONTRACTORS FAX NO. :904 642 9156 Sep. 22 2006 04:13PM P1 Doc#201)8312490,OR 8K 13504 Pape 2368, � + Number Pages.1 Notice Or l I.OfC menct�I ent Filed 8,RecoMed 09/07/2006 at 11:50 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY State of FloridaCounty of (/LL— RECORDING 310.D0 The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with Section 713-13 of the FloHda Ctatutes (Revised 10=1-96), the following.Information is provided: i Legal Description of Property. rQ vQ„ General Description of Improvements: Owner's Name:—S Address: _/73L I A ale ' City: __.LILL AA.h_ � ____Zipcode: Owner's Interest in Properly: .Fee Simple Title holder Or other than Owner): Name: Address: Contractor: Florida-Georgia Contractors, Inc. . 11433 Saints Road Jacksonville, Florida 32246 Telephone: (904) 641-7010 Fax: C9U _642-9156_ Surety. Not Applicable Lender's Name and Address: Not Applicable Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provided by Section 713.13(I)(a)7., Florida Statutes: Namo: Address: Telephone: (_� Fax(_) In addition to himself owner designates the following person(s)to.receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes: Name: _ Address: Telephond: ( � Fax Unless otherwise noted in this paragraph the expiration date of this Notice of Commencement shall be one(1) calendar year from the dale of recording: _ _ I IvJ MeryAnne WaMNnan Owner's Name(Printed): G �� M Cemmiasion OD294144 �« Expirao March 13.2008 $IgnatUi �� ' �tic1QJ / I Sworn to and subscribed before me this y of Notary Public: CITY OF ATLANTIC BEACH WINDOWS, SKYLIGHTS, GARAGE DOORS, HURRICANE SHUTTERS —J;t13? Date: Job Address: ��9 S£miOLE ,��. 47'11n/TiC- de1gCN I-L J� Ja 33 Owner: Address: 1839 Phone: A 741-568/ Legal Description: Block Number: Lot Number: Zoning District: _ Contractor. FLO)2)6A GfQP( )A rnA)TeACTDe6 State License Number: CAC OY(-/Dy/O Address:f/y433Ain/75 ) Phone: 904 6`74/ 70/0 City: /1 Y 50 )✓l U State: FL Zip: ZAA'A4 Fax: 904 (,4.A- q/�5b Describe proposed use and work to be done: / )_STA L/ 9c�U,Q,ei � )F /M84e7- S 7�00�5 L3)� / )rl 7' T/e�/l 2)AT - Present use of land or building(s): 6-Si-b F•)-r L Valuation of proposed construction: / 7 6 7t4, Is approval of Homeowner's Association or other private entity required? IVO If yes,please submit with this application. Required Building Data: Z _ 01 Mean Roof Height /A (ft) Building Width 41D (ft) Building Lengtb (ft) Roof Slope_ 12- Window Height 361 63)(ft) Window Width a f (ft) Window Elevation from Grade (ft) ,lEp �- CN Ft' gEP Measurement from corner of building to window / ft Pp `�'`� :1G_ ( ) yB�F�c Number of windows being installed �' S A� AL Mean Roof Height I I � I --�� I 800 Seminole Road Atlantic Beach,Florida 32233-5445 Page 1 Phone: (904)247-5800 Fax: (904)247-5845 , http:/Jwww.ci.atlantiNbeach.fl.us Revised 1l27/03 i d SbBS-LbZ-606 ng 4oeaQ oizuei,4H 3o R,41O dib =Z!0 90 61 oaQ FILE COPY 1 3 V J s 0 6'Pi) 2vr;y 3,8„ L � �Ky`v1 .r� CONTRACTORS FAX NO. :904 642 9156 "'L-Sep. 19 2006 04:04PM P7 Fage 1 of 3 to ida Building Code Qnline � tl Uri Alk - „ .," ti [P �" FAMEWRIZO BCIS Home Login { Hot Topics ! Submit Surcharge ( Stats&r-acts Publications } FBC stafr j B Product Approval F 011 USER: Public User G� f�roduct Approval Menu > roduct oflp�Ical:IpD s—earth � Anplicatlr r�i List Application DoksF}t FL # FL229-112 Application Type Revision I' Code Version 2004 Application Status Approved Comments �y Archived t Product Manufacturer Simonton Windows Address/Phone/Emall 1 Cochrane Ave Pennsboro, WV 26415 (800) 746-6687 ext 4807 Chuck_AndersonOn slmonton.com Authorized Signature Chuck Anderson Chuck_Anderson @sl monton.com i Technical Representative Chuck Anderson Address/Phone/Email 1 Cochran Ave. Pennsboro, WV 26415 (800) 746-6687 chuck anderson@simonton.com Quality Assurance Representative AAMA Address/Phone/Emall 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet,org Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing h n•//++nv++r flrniiiah+�ilriino nro/nr/nr 5mn liti n.c»v-/"cram=wCCF.VXnwtT)nvRT,Cd%°/„2hEz... 9/19/2006 arl CONTRACTORS FAX NO. :904 642 9156 Sep. 19 2006 04:04PM PB ic ida Building Code Online Pagc 2 of 3 Certification Agency American Architectural Manufacturers Referenced Standard and Year (of Standard Standard) AAMA 506 ANSI/AAMA/NWWDA 101/I.S.2 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/13/2005 Date Validated 09/13/2005 Date Pending FBC Approval 09/16/2005 Date Approved 10/11/2005 Summary of Products PfL # Model Number or Name Description 229.1 07-07 07-07 StormBreaker Plus -i Door (Center Hinge Out S Llmits of use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: PTID 229_R2 I 506_07, Impact Rasistalnt: PTID 229_R2_I_ S:106R' Design Pressure: +/- PTID 229 R2 I S-1338. Other: 07-07 Vinyl Hinged Glass Door (Center Verified By: Hinge Out Swing) 72YBD DP = +/- HGD-R50 Impact Missile Impact Rating: Large For use In Wind Borne Debri Area Not for use In HVHZ. Back Next DCA Adminlson. 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 Florlda. All rights reserved.9-qpyrlght andDlsc, httD!I/www.floridahiiilclinv.nrcyMr/tNr nnn r411 aanv`�rorne»—...(`RIIVIL..if1 ..T1T h.J_.Or�l_r_ n.v a000 N308V0 'fig"r�'3p 6bZZ"9Zb'008 'Hd 9 �^ b Slti9Z AM 'aogsuuad IINIA a30f1a1X3 N Y �T ^I t ✓ anuanV 9u0- 4000 au0 AaNOSM 01 NO(78 XZ a03 N m x U '. �'' v C? smopuy�uoIu0wlg SNO1133S SS080 ON160HONV o o o Z00.$%v. w z j �Q R N J rn C co o 6 a V1 K w ak In z Z ¢ o a R a 0 Y > t E w W o rn a E ; nz0" � \� ro . .•:, ,.. z i Lv � ES r c O NZ c i as ui F9rv3 S i r ° '8ry0 a 0 'Nlry,S9 Lo'! � ��° o g 0 OD P ❑ v o ° t YJ� O O t O .- o im� � 4� °• C ° O T :• W x av ° �- ¢ w E o m f a 9W3 � a 'NIW ,FF! o 'nv NZO °i ri v vi ri 0 z � a o F U n 8Z BZ .Z1 `o o 0 c m a C7 W ° b b ❑ rn N \ o /\ O Ln O c d N2O NZO= f- oI.- R m L a a a V in t ¢ V \ 3 O a U z v 'NU O(t wm �Fz g E u o v v u ° v eo L m W _ � n M � Z 10 CL S30VJS 1Vn03 W "F iHO13H llVa3AO 'Xyri.09 U F anus. d� 4 ZZ'9Z'VO08 Hd ZIOOtJ N302fV9 64 y�l9 c 4 o° d g `3'�r moo ; 1193 AM 'O�ogsuuad IANIA cucm1X3 m z� ,P S j'Tic (l r ` anuanV auoJyno0 au0 ,IaNOSM Ol mone xi aO3 ;M < a^ _I Loot 'Bl". O fr'__ SMOPULM uWOaLlg SNOIIJ3S SSOaO ONWOHONV S m $ o a P`_ o a o c m ` ' v w � o f o a r a e o a xU p ° E � _ � o a m $ v e m s v° ra e n E •c- a � I CL 0 to in \ a n a m a E Z` 'NIW rygd'1 Q a 'NIW,qrl ? n p E ° r: ° v t � a > t v a n a t�. E o o e m o f c c i n` m JL JL z W = x� n 3 0 2 U 171 ~ .Z`�.87.� �.BT. P o0 1nIL o op_ bUy O Z C FV W m E w1¢'a xW o w ¢ ¢I a m d m ¢ o m a'E o oc T- oeo Tt-- a o � 3 $ a° c C) 3 o n xz 0 ryUN N ¢ rJ ui 11153H nVN3AO•XVW.08 -1MHS JD;JOW WOJ� aDUDJDaID ^0'Z' Wn(JJ(uIW D uio;uIDW o; 'i(JDSSB HOZI-5 ON 9NIMtR10 paJinbaJ dl 6uuoy0UD aJDMPJDy IDUOf;IPPD Jo} sur M.a 'NHO 'Pa>11nDo aq ;snW Mopuim ay; �o saoD_ H(1 J.9 '9M0 •paulD;qo sl (IDM fJUDSOW ay; o;ul uoodDl ay; }o ;uauJa606ua ay; puD pasn eq ;snW sJoyouD S;SJOUCO ad,C; odD 'STN �31b'05 uo1 ZO/LO/9 31y0 spot'}art' GBDJ0y0UV -�•t,•LOLL uor;OBS 06j) .Z/L_L uny; ssal sl 'uraJay pa;s11 s5u1;DJ aJnssaJd ublsap sq. L6L6'699'CL8 s5upIn9 Jo; spool u61saQ Wnwru!W L 3OSb �q paurWJalaF 'DNI 'S1N01�nSN00 apoo 5ulppa Dpuo�j ay; o; 6uuaypD su01}ODO) u! a5n 1C JNIO'IInB /(/�^� �y�C�1JJ Q311b130 NOISN31X3 Dal 609000H IVNOI1d0 `N011035 SSDNO NI O D NMOHS 03l n091Nyo �] n _ 2 -< C C .9Z9'L r m n r � n Ln z 11dM.140 .s O L/) m DNINbn3 .Z X ^! illNOSbW � y A1HS Z 10015 301SNI 0 OOon1s Nlnvo 3NOOF11S Nlnd0 3NOOI1IS -0 -00 rn — CD c HWd(' lb'�112f3/1 l O O O O00n1s O O n O HOHONV 3d),L N o NO0db1 „9 L/c X qZ/L £' N >nnvo 9YVVP OV3H L 1' N c 314001-11S9A3 O MHS 'XV?V ^tr/! 'NIA .SZ•L LTI (b +• NOHONd 3d),L O f ND3db'1 „9L/C x ^Z/L L u,J Q xlnd0 3NODITS rmo N o o 11 HOHDNd 3d. o .L•'- `:` �r-� NO3db'1 ^9 L/C x .2 T � 7 N1nvo 3NCO171S ; —L llbMANO LA X s Ln o o � .9 ^L ,. ONINNn3 ; Ln W a Tlt/M.lNO ^Z x 1 t�—'NIA ^07--� m cn _ DNI8Nn3 m rn .Z X .L Z N 0 N _DESIGNATION. Simonton Double Hung Series 07-70 / 75-70 / 07-09 Vinyl Window ./MUM OVERALL NOMINAL SIZE, Single up to 37" x 76" DESIGN PRESSURE RATING: Anchors: Positive 65.0 PSF Negative 65.0 PSF MASONRY LINTEL Windows: Design Pressure Ratings Vary; See Corresponding AAMA Test Report or Dade NCA or Florida P.E. Evaluation. USABLE CONFIGURATIONS: _X X STUCCO GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The wall thickness through which SILICONE CAULK the anchor screw penetrates is a 1/4" MAX. SHIM minimum of 0.070". d HEADER JAMB — d a a 6" e a .a •4 3 1/2' x 3/16" TAPCON LTYPE ANCHOR, TYP. f� •4 LLJ INTERIOR '•. 3' x 3/16' TAPCON rSASH TRACK Q TYPE ANCHOR, TYP. •4 RAIL 'n EXTERIOR SASH TRACK Q 3 1/2" x 3/16' TAPCON TYPE ANCHOR, TYP. • •4 ' NOTE. y ' 1. This installation has been evaluated f, and where pressure requirements as and Other Structures do not exceed ' A 2. For installations where the sub—buck Q .. < and sub—sections 1707.4.4.1 and 17( length must be such that a minimum 3. All interior and exterior perimeter surf 37 MAX. 4. See Manufacture's Installation Instructi OVERALL FRAME WIDTH—~' 5. Adjust Tapcon anchor locations, if nec :A i AAMA/NWWDA 101/I.S.2-97 TEST REPORT SUMMARY Rendered to: SIMONTON WINDOWS SERIES/MODEL: 07-70 TYPE: PVC Double Hung Window with A9 Reinforcement Title of Test Results Rating H-R65* 37 x 76 Overall Design Pressure 65 psf Operating Force 28 lb max. Air Infiltration 0.08 cf Vft Water Resistance 9.75 sf Structural Test Pressure ±97.5 psf Deglazing Passed Forced Entry Resistance Passed Reference should be made to Report No. 05-30357.02 dated 03/27/02 for complete test specimen description and data. For ARCHITECTURAL TESTING, INC. Digitally signed by Lynn George Lynn George, Project Manager LG:nlb I Ak Architectural Testing ASTM E 1886-97 AND ASTM E 1996-01 TEST REPORT Rendered to: SIMONTON WINDOWS One Cochrane Avenue Pennsboro, West Virginia 26415 Report No: 01-42201.03 Test Dates: 07/15/02 Through: 07/19/02 Report Date: 08/15/02 Expiration Date: 07/19/06 Project Summary: Architectural Testing, laic. (ATI) was contracted to perform tests on three Series/Model 07-09, PVC double hung windows. The samples tested successfully met the performance requirements set forth in the referenced specification listed below for a design pressure rating of 65.0 psf. Specimens utilized replacement construction. Test Specification: The test specimens were evaluated in accordance with the following: ASTM E 1886-97, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storni Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. ASTM E 1996-01, Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Impacted by Wind Borne Debris in Hurricanes. Test Specimen Description: Series/Model: 07-09 Type: PVC Double Hung Window Overall Size: 3' 1-1/4" wide by 64-1/4" high Interior Sash Size: 2' 9-7/8" wide by 3' 1-1/2" high Exterior Sash Size: 2' 9" wide by 3' 0-1/2" high Finish: All PVC was white. 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.arclitest.com i 01-42201.03 Page 2 of 9 Test Specimen Description: (Continued) Glazing Details: The sash utilized a V thick insulating glass unit fabricated from a sheet of 1/8" thick, tempered glass on the exterior and two sheets of 1/8" thick, clear annealed glass with a 0.090"thick interlayer on the interior. The insulating glass unit utilized a foam spacer system. The sash were exterior glazed against a glazing compound and secured with dual durometer snap-fit glazing beads. Weatherstripping: Descriptio Quantit Location 0.330" high by 0.187' 1 Row Interior sash stiles backed polypile with center fin 0.250" high by 0.187" 2 Rows Exterior sash stiles backed polypile with center fin 0.250" high by 0.187" 1 Row Sill, interior and exterior meeting backed polypile with rails, interior sash stiles center fin 7/16" foam-filled vinyl 1 Row Bottom rail bulb gasket 1/2" long "C-fold" vinyl 1 Row Bottom rail bulb gasket 1/4" foam-filled vinyl 1 Row Top rail bulb gasket Frame Construction: The flame was constructed of extruded PVC members with mitered and welded corners. The head and sill utilized snap-fit pocket covers. Sash Construction: The sash was constructed of extruded PVC members with mitered and welded corners. 01-42201.03 Page 3 of 9 Test Specimen Description: (Continued) Hardware: De scriptio Quantit Location Metal lock assembly 2 One 8" from each end of the interior/exterior meeting rail fastened with two #8 x 1" screws through each lock and two #6 x 1-1/4" screws through each keeper Balance assembly 4 Two in each jamb fastened with three#6 x 1-3/8" screws each Plastic impact tilt 2 One on each end of interior meeting latch assembly rail fastened with three#8 x 7/8" screws each U-Channel 2 One midspan of each jamb in the interior jamb track, adjacent to the tilt latch fastened with one #8 x 2- 1/2" screw each Plastic tilt latch 2 One in each end of the top rail Metal pivot bar 4 One in each end of the exterior meeting and bottom rails fastened with one #8 x 1/2" screw each Drainage: Descriptio Quantit Location 3/16" diameter 4 1" from ends exterior meeting and weephole bottom rails draining the glazing channel 3/16" wide by 1" 2 One at each end of the sill draining deep weepslot the sill into the interior sill hollow 1" wide by 1/8" high 2 3" from each end of the sill draining weepslot with cover the exterior sill hollow 01-42201.03 Page 4 of 9 Test Specimen Description: (Continued) Reinforcement: Extruded aluminum reinforcement was utilized in all exterior sash stiles (Die #56111), interior sash stiles (Die #561090), top rail (Die #16107), exterior meeting rail (Die #56110), interior meeting rail (Die #60911) and bottom rail (Die#56109). Installation: The replacement window was installed into a nominal 2 x 10 Spruce-Pine-Fir #2 wood test buck. The head was secured with one #10 x 2-1/2" screw 6" from each end. The jambs were fastened with one #10 x 2-1/2" screw 6" from each end of the jambs, one #10 x 2" screw 3" above and below the midspan of the jambs, and one #8 x 2-1/2" screw through the tilt latch U-channel reinforcement. The interior and exterior perimeters were sealed with silicone. 01-42201.03 Page 5 of 9 Test Results: The results are tabulated as follows: Lab Temperature at Time of Testing: 81°h' ASTM E 1886, Missile Impact, Section 11. Test Procedure Missile Weight: 9.0 lbs Muzzle Distance from Test Specimen: 14.5 ft. Test Unit#1 Impact#1: Missile Velocity: 50.50 fps Impact Area: Interior sash, center of glass Observations: Large missile shattered exterior lite of glass and fractured interior lite of glass, no penetration. Results: Pass Impact#2: Missile Velocity: 50.41 fps Impact Area: Interior sash, lower right corner Observations: Large missile fractured interior lite of glass, disengaged left side I-lock, no penetration. Results: Pass Test Unit 92 Lnpact#1: Missile Velocity: 49.87 fps Impact Area: Interior sash, center of glass Observations: Large missile shattered exterior lite of glass and fractured interior lite of glass, no penetration. Results: Pass Impact#2: Missile Velocity: 50.41 fps Impact Area: Interior sash, lower left corner Observations: Large missile fractured interior lite of glass, no penetration. Results: Pass Test Unit#3 Impact#1:.Missile Velocity: 49.14 fps Impact Area: Interior sash, center of glass Observations: Large missile shattered exterior lite of glass and fractured interior lite of glass, no penetration. Results: Pass Impact#2: Missile Velocity: 50.00 fps Impact Area: Interior sash, upper left corner Observations: Large missile fractured interior lite of glass, no penetration. Results: Pass 01-42201.03 Page 6 of 9 l Test Results: (Continued) ASTM E 1886 Air Pressure Cycling Design Load: 65.0 psf Test Unit: #1 Table 1 "Cyclic Pressure Differential Loading", Section 11. Paragraph 11.4.2 POSITIVE ACTING Meeting Rail Pressure Average Maximum Deflection I Permanent Set Range No. of Cycle Indicators Cycles Time Left Middle Right Left Middle1�43 i ht (PSO (seconds) #1 #2 #3 #1 #2 13.0 to 32.5 3500 2.05 0.15" 0.34" 0.20" 0.0 to 39.0 300 2.18 0.17" 0.39" 0.22" 32.5 to 52.0 600 2.16 0.22" 0.55" 0.28" 19.5 to 65.0 100 2.28 0.25" 0.65" 0.32" 0.05" 0.09,70.07- Pass .09" 0.07"Pass NEGATIVE ACTING Meeting Rail Average Maximum Deflection Permanent Set Pressure No. of Cycle Indicators Range cles Thne (Psi C Y Left Middle [td Left Middl(seconds) #1 #2 #1 #2 #3 19.5 to 65.0 50 2.61 0.21" 0.58" 0.29" 32.5 to 52.0 1050 2.10 0.17" 0.47" 0.25" 0.0 to 39.0 50 2.30 0.13" 0.35" 0.20" 13.0 to 32.5 3350 1.94 0.11" 0.29" 0.17" 0.03" 0.10" 0.06" Pass 01-42201.03 Page 7 of 9 Test Results: (Continued) ASTM E 1886 Air Pressure Cycling Design Load: 65.0 psf Test Unit: #2 Table 1 "Cyclic Pressure Differential Loading", Section ]]. Paragraph 11.4.2 POSITIVE ACTING Meeting Rail Pressure Average Maximum Deflection I Permanent Set Range No. of Cycle Indicators Cycles Time Left Middle Right Left Middle Right (psi) (seconds) #1 #2 #3 #1 #2 #3 13.0 to 32.5 3500 2.13 0.14" 0.36" 0.18" 0.0 to 39.0 300 2.26 0.16" 0.42" 0.21" 32.5 to 52.0 600 2.06 0.20" 0.54" 0.25" 19.5 to 65.0 100 2.17 0.25" 0.67" 0.32" 0.05" 0.1011T-008- Pass .10" 008"Pass NEGATIVE ACTING Meetin Rail Average Maximum Deflection Permanent Set Pressure No. of Cycle Indicators Range Cycles Time (ps fl Y Left Middle Ri ht Left Middle Right (seconds) #1 #2 #3 #1 #2 #3 19.5 to 65.0 50 2.33 0.30" 0.65" 0.35" 32.5 to 52.0 1050 2.04 0.26" 0.57" 0.31" 0.0 to 39.0 50 2.51 0.23" 0.47" 0.26" 13.0 to 32.5 3350 1.89 0.22" 0.41" 0.23" 0.13" 0.18" Pass i 01-42201.03 Page 8 of 9 Test Results: (Continued) ASTM E 1886 Air Pressure Cycling Design Load: 65.0 psf Test Unit: #3 Table 1 "Cyclic Pressure Differential Loading", Section H. Paragraph IL 4.2 POSITIVE ACTING Meeting Rail Pressure Average Maximum Deflection Permanent Set Range No. of Cycle Indicators Cycles Time Left Middle Right Left Middle Right (Psi (seconds) #1 #2 #3 #1 #2 #3 13.0 to 32.5 3500 2.01 0.21" 0.61" 0.22" 0.0 to 39.0 300 2.29 0.22" 0.43" 0.24" 32.5 to 52.0 600 2.25 0.30" 0.60" 0.31" 19.5 to 65.0 100 2.00 0.37" 0.72" 0.37" 0.08" 0.11" T-07078-] Pass NEGATIVE ACTING Meeting Rail Average Maximum Deflection Permanent Set Pressure No. of Cycle Indicators Range Cycles Time Left Middle Right Left Middle Right (Psi (seconds) #1 #2 #3 #1 #2 #3. 19.5 to 65.0 50 1.94 0.37" 0.68" 0.42" 32.5 to 52.0 1050 2.15 0.35" 0.60" 0.38" 0.0 to 39.0 50 2.23 0.29" 0.50" 0.32" 13.0 to 32.5 3350 2.03 0.27" 0.44" 0.31" 0.15" 0.19" 0.18" Pass 01-42201.03 Page 9 of 9 General Note: Upon completion of testing, the specimens met the requirements of Chapter 7 of ASTM E 1996. Note #1: A I nail plastic fihn was used on the interior of specimens to seal against air leakage for the negative loading portion of testing. In our judgment the film used did not influence the results of the testing. Witnesses: The following representatives witnessed all or part of the testing. Ed Grey Simonton Windows Jeramie Grabosch Architectural Testing, hic. Allen N. Reeves, P.E. Architectural Testing, Inc. Adam Fodor Architectural Testing, Inc. Representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. This report is the exclusive property of the client so named herein and is applicable to the sample tested. Results obtained are tested values and do not constitute an opinion or endorsement by this laboratory. This report may not be reproduced, except in full, without the approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC: Adam Fodor Allen N. Reeves, P.E. Senior Technician Director- Engineering Services ,z c 'q U G Z/.5 7- ,z do 2• AF:nlb 01-42201.03 DOCUMENT CONTROL ADDENDUM #01-42201.00 Current Issue Date: 08/15/02 Report No.: 01-42201.01 Requested by: Cindy Dodson, Simonton Windows Purpose: SBCCI SSTD 12-99 testing of three Series/Model 07-09, PVC double hung windows. Issued Date: 08/15/02 Comments: Florida P.E. seal required on report. Report No.: 01-42201.02 Requested by: Cindy Dodson, Simonton Windows Purpose: SBCCI SSTD 12-99 testing of three Series/Model 07-09, PVC double hung windows. Issued Date: 08/15/02 Comments: Texas P.E. seal required on report. Report No.: 01-42201.03 Requested by: Cindy Dodson, Simonton Windows Purpose: ASTM E 1886-97 and ASTM E 1996-01 testing of three Series/Model 07-09, PVC double hung windows. Issued Date: 08/15/02 Comments: Florida P.E. seal required on report. MODEL MA's -rove ,d ASTM E 1886-97 AND ASTM E 1996-01 TEST 1tEPORT Rendered to: SIMONTON WINDOWS SERIES/MODEL: 07-09 TYPE: PVC Twin Mulled Double Hung Window Report No.: 01-42202.03 Report Date: 08/22/02 Expiration Date: 07/26/06 Architectural Testing ASTM E 1886-97 AND ASTM E 1996-01 TEST REPORT Rendered to: SIMONTON WINDOWS One Cochrane Avenue Pennsboro, West Virginia 26415 Report No: 01-42202.03 Test Dates: 07/16/02 Through: 07/26/02 Report Date: 08/22/02 Expiration Date: 07/26/06 Project Summary: Architectural Testing, Inc. (ATI) was contracted to perform tests on three Series/Model 07-09, PVC twin mulled double hung windows. The samples tested successfully met the performance requirements set forth in the referenced specification listed below for a design pressure rating of 50.0 psf. Specimens utilized replacement construction. Test Specification: The test specimens were evaluated in accordance with the following: ASTM E 1886-97, Standard Test Method for Pei formance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Irnpacted by Missile(s) and Exposed to Cyclic Pressure Differentials. ASTM E 1996-01, Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Inipacted by Wind Borne Debris in Hurricanes. Test Specimen Description: Series/Model: 07-09 Type: PVC Twin Mulled Double Hung Window Overall Size: 62-7/8" wide by 6' 4-3/8" high Interior Sash Size (2): 2' 10" wide by 3' 1-1/2" high Exterior Sash Size (2): 2' 9" wide by 3' 0-1/2" high Finish: All PVC was white. 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com 01-42202.03 Page 2 of 9 Test Specimen Description: (Continued) Glazing Details: The sash utilized a 1" thick insulating glass unit fabricated from a sheet of 1/8" thick, tempered glass on the exterior and two sheets of 1/8" thick, clear annealed glass with a 0.090" thick interlayer on the interior. The insulating glass unit utilized a foam spacer system. The sash were exterior glazed against a glazing compound and secured with dual durometer snap-fit glazing beads. Weatherstripping: Descriptio Quantit Location 0.330" high by 0.187" 1 Row Interior sash stiles backed polypile with center fin 0.250" high by 0.187" 2 Rows Exterior sash stiles backed polypile with center fin 0.250" high by 0.187" 1 Row Sill, interior and exterior meeting backed polypile with rails, interior sash stiles center fin 7/16" foam-filled vinyl 1 Row Bottom rail bulb gasket 1/2" long "C-fold" vinyl 1 Row Bottom rail bulb gasket 1/4" foam-filled vinyl 1 Row Top rail bulb gasket Frame Construction: The frame was constructed of extruded PVC members with mitered and welded corners. The head and sill utilized snap-fit pocket covers. Sash Construction: The sash was constructed of extruded PVC members with mitered and welded corners. 01-42202.03 Page 3 of 9 Test Specimen Description: (Continued) Mullion Construction: The windows were joined together with an aluminum reinforced extruded PVC member. Each window frame was secured to the mullion with#8 x 1" screws 7" from each end and 14" on center. The head and sill of the units were further secured together with a 17-1/2" long, 0.060" thick galvanized steel strap. The strap was fastened to the frames with three#8 x 1/2" screws per frame, per end. Two 2-1/4" long steel angles with 0.060" thick legs were riveted together through the mullion with two 1/4" diameter rivets at each end. A base plate connected to the slots in the angle, and was anchored to the test buck with four #8 x 1-1/2" screws per plate. The window frames were bedded in sealant to the exterior leg of the mullion. Hardware: Descriptio Quantit Location Metal lock assembly 4 One 8" from each end of the interior/exterior meeting rail fastened with two #8 x 1" screws through each lock and two #6 x 1-1/4" screws through each keeper Balance assembly 8 Two in each jamb fastened with three#6 x 1-3/8" screws each Plastic impact tilt 4 One on each end of interior meeting latch assembly rail fastened with three#8 x 7/8" screws each U-Channel 4 One an J raids of each jamb in the p interior jamb track, adjacent to the tilt latch fastened with one#8 x 2-1/2" screw each into the buck, and one#8 x 1-5/8" screw into the mullion Plastic tilt latch 4 One in each end of the top rail Metal pivot bar 8 One in each end of the exterior meeting and bottom rails fastened with one #8 x 1/2" screw each 01-42202.03 Page 4 of 9 Test Specimen Description: (Continued) Drainage: Descriptio Quantity Location 3/16" diameter 8 1" from ends exterior meeting and weephole bottom rails draining the glazing channel 3/16" wide by 1" 4 One at each end of the sill draining deep weepslot the sill into the interior sill hollow 1" wide by 1/8" high 4 3" from each end of the sill draining weepslot with cover the exterior sill hollow Reinforcement: Extruded aluminum reinforcement was utilized in all exterior sash stiles (Die #56111), interior sash stiles (Die #561090), top rail (Die #16107), exterior meeting rail (Die #56110), interior meeting rail (Die #60911) and bottom rail (Die #56109). The mullion utilized an extruded aluminum reinforcement (Die#16991). Installation: The replacement window was installed into a nominal 2 x 10 Spruce-Pine-Fir #2 wood test buck. The head was secured with one #10 x 2-1/2" screw 6" from each end. The jambs were fastened with one #10 x 2-1/2" screw 6" from each end of the jambs, one #10 x 2" screw 3" above and below the midspan of the jambs, and one #8 x 2-1/2" screw through the tilt latch U-channel reinforcement. The interior and exterior perimeters were sealed with silicone. 01-42202.03 Page 5 of 9 Test Results: The results are tabulated as follows: Lab Temperature at Time of Test: 79°F ASTM E 1886, Missile Impact, Section 11. Test Procedure Missile Weight: 9.0 lbs Muzzle Distance from Test Specimen: 14.5 ft. Test Unit#1 Impact#1: Missile Velocity: 49.87 fps Impact Area: Interior sash, center of glass, left hand window Observations: Large missile shattered exterior lite of glass and fractured interior lite of glass, no penetration. Results: Pass Impact#2: Missile Velocity: 50.25 fps Impact Area: Interior sash, upper right corner-left hand window Observations: Large missile fractured interior lite of glass, no penetration. Results: Pass Test Unit#2 Impact#1: Missile Velocity: 49.63 fps Impact Area: Interior sash, center of glass, left hand window Observations: Large missile shattered exterior lite of glass and fractured interior lite of glass, no penetration. Results: Pass Impact#2: Missile Velocity: 50.12 fps Impact Area: Interior sash, lower right corner, left hand window Observations: Large missile fractured interior lite of glass, no penetration. Results: Pass Lab Temperature at Time of Test: 80°F Test Unit#3 Impact#1: Missile Velocity: 49.87 fps Impact Area: Interior sash, center of glass-right hand window Observations: Large missile shattered exterior lite of glass and fractured interior lite of glass, no penetration. Results: Pass Impact#2: Missile Velocity: 50.25 fps Impact Area: Interior sash, lower left corner, right hand window Observations: Large missile fractured interior lite of glass, no penetration. Results: Pass 01-42202.03 Page 6 of 9 Test Results: (Continued) ASTM E 1886 Air Pressure Cycling Design Load: 50.0 psf Test Unit#1 Table 1 "Cyclic Pressure Differential Loading", Section H. Paragraph 11.4.2 POSITIVE ACTING Meeting Rail Pressure Average Maximum Deflection Permanent Set Range No. of Cycle Indicators (psi) Cycles Time Left Center Right Left Center Right (seconds) #1 #2 #3 #1 #2 #3 10.0 to 25.0 3500 2.28 0.16" 0.36" 0.29" 0.0 to 30.0 300 2.60 0.19" 0.44" 0.34" 25.0 to 40.0 600 2.33 0.25" 0.55" 0.42" 15.0 to 50.0 100 2.48 0.28" 0.70" 0.51" 0.03" 0.11" 0.05" Pass NEGATIVE ACTING Meeting Rail Pressure Average Maximum Deflection Permanent Set Range No. of Cycle Indicators (psi) Cycles Time Left Center Right Left Center Right (seconds) #1 #2 #3 #1 #2 #3 15.0 to 50.0 50 2.07 0.29" 0.74" 0.65" 25.0 to 40.0 1050 2.33 0.21" 0.57" 0.50" 0.0 to 30.0 50 2.78 0.17" 0.45" 0.41" 10.0 to 25.0 3350 2.35 0.16" 0.42" 0.39" 0.08" 0.17" 0.17" Pass 01-42202.03 Page 7 of 9 Test Results: (Continued) ASTM E 1886 Air Pressure Cycling Design Load: 50.0 psf Test Unit#2 Table 1 "Cyclic Pressure Differential Loading", Section H. Paragraph 11.4.2 POSITIVE ACTING Meeting Rail Average Maximum Deflection Permanent Set Pressure No. of Cycle Indicators Range Cycles Time Left Center Ri ht Left Center Right (psf) (seconds) #1 #2 #3 #1 #2 #3 10.0 to 25.0 3500 1.96 0.15" 0.35" 0.25" 0.0 to 30.0 300 2.42 0.16" 0.37" 0.27" 25.0 to 40.0 600 2.03 0.21" 0.48" 0.35" 0.60" 0.42" 0.06" 0.09" 0.08 15.0 to 50.0 100 2.58 0.25" Pass NEGATIVE ACTING Meeting Rail Average Maximum Deflection Permanent Set Pressure No. of Cycle Indicators Range Cycles Time Left Center Right Left Center Right (psf) (seconds) #1 #2 #3 #1 #2 #3 15.0 to 50.0 50 2.62 0.24" 0.64" 0.57" 25.0 to 40.0 1050 2.46 0.23" 0.56" 0.44" 0.0 to 30.0 50 2.79 0.20" 0.43" 0.35" 10.0 to 25.0 3350 2.19 0.19" 0.41" 0.34" 0.11" 0.17" 0.15" Pass 01-42202.03 Page 8 of 9 Test Results: (Continued) ASTM E 1886 Air Pressure Cycling Design Load: 50.0 psf Test Unit#3 Table 1 "Cyclic Pressure Differential Loading", Section IL Paragraph 11.4.2 POSITIVE ACTING Meeting Rail Average Maximum Deflection Permanent Set Pressure No. of Cycle Indicators Range Cycles Time Left Center Right Left Center —Right (Psf (seconds) #1 #2 #3 #1 #2 #3 10.0 to 25.0 3500 2.23 0.26" 0.31" 0.13" 0.0 to 30.0 300 2.59 0.28" 0.36" 0.16" 25.0 to 40.0 600 2.20 0.41 0.52" 0.22" 15.0 to 50.0 100 2.06 0.49" 0.66" 0.26" 0.10" 0.13" 0.10" Pass NEGATIVE ACTING MeetingRail Average Maximum Deflection Permanent Set Pressure No. of Cycle Indicators Range Cycles Time Left Center Right Left Ceuter Ri ht (Psi (seconds) #1 #2 #3 #1 #2 #3 15.0 to 50.0 50 2.24 0.53" 0.61 0.28" 25.0 to 40.0 1050 2.29 0.46" 0.55" 0.24" 0.0 to 30.0 50 2.60 0.37" 0.43" 0.19" F_ 10.0 to 25.0 3350 2.22 0.34" 0.39" 0.17" 0.13" 0.10" 0.08" Pass 01-42202.03 Page 9 of 9 General Note: Upon completion of testing, the specimens met the requirements of Chapter 7 of ASTM E 1996. Note #1: A I mil plastic film was used on the interior of specimens to seal against air leakage for the negative loading portion of testing. In our judgment the film used did not influence the results of the testing. Witnesses: The following representatives witnessed all or part of the testing. Ed Grey Simonton Windows Allen N. Reeves, P.E. Architectural Testing, Inc. Adam Fodor Architectural Testing, Inc. Representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. This report is the exclusive property of the client so named herein and is applicable to the sample tested. Results obtained are tested values and do not constitute an opinion or endorsement by this laboratory. This report may not be reproduced, except in full, without the approval of Architectural Testing. For ARCHITECTURAL TESTING, INC: 41cl— Adam Fodor Allen N. Reeves, P.E. Senior Technician Director- Engineering Services �3 U G SSI" ,7,Oo Z. AF:nlb 01-42202.03 DOCUMENT CONTROL ADDENDUM #01-42202.00 Current Issue Date: 08/22/02 Report No.: 01-42202.01 Requested by: Chuck Anderson, Simonton Windows Purpose: SBCCI SSTD 12-99 testing of three Series/Model 07-09, PVC twin mulled double hung windows. Issued Date: 08/22/02 Comments: Florida P.E. seal required on report. Report No.: 01-42202.02 Requested by: Chuck Anderson, Simonton Windows Purpose: SBCCI SSTD 12-99 testing of three Series/Model 07-09, PVC twin mulled double hung windows. Issued Date: 08/22/02 Comments: Texas P.E. seal required on report. Report No.: 01-42202.03 Requested by: Chuck Anderson, Simonton Windows Purpose: ASTM E 1886-97 and ASTM E 1996-01 testing of three Series/Model 07-09, PVC twin mulled double hung windows. Issued Date: 08/22/02 Comments: Florida P.E. seal required on report. PSR-3844 12305 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH pE501T INFORMATION -- ----- LOCATION INFORMATION -- Permit Number : 12305 'address : 1839 SEMINOLE ROAD Permit Type•PLUMBING ATLANTIC BEACH , FLORIDA 3223_ "lass of Work: ALTERATION --------- LEGAL DESCRIPTION ---------- Constr . Type:WOOD FRAME Block: Lot : Twp: Proposed Use: Section: 0 Subd: O Rng; Dwellings : 1 Subdivision:ATLANTIC BACH Est . Value: 0 .00 Improv . Cost : 0 .00 Total _F- 25 .00 AmP- 25 .00 �NER INFORMATION - --- -- - APPLICATION FEES ---------- Name , rr , ,".F F_ENN'7F; PERMIT 25 nn Addr - i 3 3'9 SZMINO ROAD LnITISQA " FLORIDA 322' e ------ COTRA R FORMATION N ame Addr :" 1103 PA ACKSO!V _ F BEACH , FL 32250 LCF" Exp : 8/3111c. 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" $25.00 14 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT ANIRUUBZeW6fe1REV00 #TIR§4ftP192 VIOLATION OF APPLICABLE PROVISIONS OF LAW. CHECKS ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH APPLICCATION FOR PLUMBING PERMIT�� JOB LOCATION: OWNER OF PROPERTY: PLUMBING CONTRACTOR: �'r( _ / ✓� CONTRACTOR'S ADDRESS: STATE LICENSE NUMBER: Cie c��y'a� TELEPHONE: HOW MAVY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS _ WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHERc TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ` len ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. m ? 3 C 3 l w m wow o moi. r (D mm ('Do o p �. a 0 N a 11208 ❑c a UILDING � BEACH I r T T . y Q-C n O 0 I ---- " \ z ------- LOCATION INFORMATION - m ddress : 1839 SEMINOLE ROAD m -ATLANTIC BEACH . FLORIDA-32. - _ - LEGAL DESCRIPTION °�D D A - Block : Section: m O ,Ot. : O n C = Township: RNG: 3g m Cn Subdivision: ATLANTIC BACH -o ? n o `` o 9 n -n � W n z � " 0 O C -i D o Q - z 3 0 o ❑a❑ 0 �D z I m CD CD o c r z °7 HANDLER I o CD z Z _ ---- APPLICATION FEES o I PERMIT 547 .00 $0 .00 WATER IMPACT EEESO .O^ ❑❑r I SEt IMPACT FEE 0 3 "� \ 1A r CTAP- AI ' CD W m \ -SO . 6' 0 -RADON GAS-H•R - S . z RADON CAB 5� 50 .40 � oc CAPITAL IMPROVE. 50 . 00 n "O ,..-�. ' A0 . CROSS CONNECTION SO 0 SEC H IMPACT FEE 50 .00 CONST . SURCHARGE 00 BCH .s SO.w,.. , 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 T 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 REMENTSSULT IN 53 THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPRO ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. gate: 12/20/95 Cit Rcat: 002118 CHECKS ATLANTIC BEACH BUILDING DEPARTMENT 04100100003221000--- - ---------------- BUILDING AND ZONING INSPECTION DIVISION CITY Of ATLANTIC BUCH A%AWIC ■"C". r"WIOA o:talo APPLICATION FOR MECHANICAL PERMIT CALWN NUMBER IMPORTANT — Applicant to complete all items in sections I, il, III, and IV. Sc'Q�i/�Dl� /C c/ LOCATION Street Address: Of Intenactinq StreNs: Between � j�lf� Aad �� J/Y/ ../ WILDING 3y`•ef iritien II. IDENTIFICATION — To be completed by all applicants, In cons;deratloa of perm;t 9iv4n lot doing the work as describd in the above statement we hereby ogres to perform Said work in accordance with M• •tt child plans and sp•cifiution% which an 4 11404 hereof and en accordance with the City of Jacksonvifle ordinances and standards of good erect ce luted therein. Had" of hlethankcl C"freaft" L coeir"ter Wat) 4�1 Meow C Home *f 7— p"pe04y owner tJk�tcz 1CC�n C s a*%re of Owner -- Si�netwo of w Aaswiuid Agent A►tlslbci w fFtt9it►eer Ill. 6040 AL INFORMATION— A. NFORMATIONA• T"W of basting W. e' Is OT"9111 CO*9TWJcTION ul"ON" I Tins BUILDING Oft SRE if�l2 O G«--O L► O Nehsrel O Cwh►ei U*Wb IF yes. OIVIL NWMR Of CONSTIOtMON O p,� 1109AMIT ® 0*— — spoc,'fy tV. k�FIANICAL 9"ff'ttooW TO W NOTAUND 1111TkN0E w0ekit (►.wrid.66000s lees of awweeeeh em Mak of 46 SN"ta, fANldontlal w ❑ ConKSWCW e--14001O Spoto O Reweese/ ® C« W ® Ro« Air ctStidrii..kn't O Room QJ�6aeird Et1�f3f"� *Busing ® oec! Syeiew: Mete+kal ^eY'toilllotlt of"M "W1914M �A ❑ flew W499NOUM Mo WWWR PtWeMVWYMtstallby h4eaiteStet•upetNy ® EX1106 an Or 8060010*"WV ogebiti O Other—8W.Ify O cooiep mer d11ssay_+ s ® Foespoinklem: News►er of weeL Q Eieweter O irkpf:f4 O bseletw— TM WAS IBR ORICII II US OWY ® fieaofsee f%",r` - ISI � � ® Tet" . �o.leitllliterl ReRINs{ O l!G o.nis.w� Ien4aisw) ® Usf d Pon-o•cera Pwte10 /1ppweed ft!µ calm._..�.._._. ® Iofi.re Q 0*W UNT ALL EQUIPMZNT Alin COM"ONIM AND REFRI CAUTION 1QUlWff BUILDING AND ZONING INSPECTION ?IVISION CITY OF ATLANTIC BEACH ATLANTIC: DFACH, FLORIDA 32233 _ APPLICATION FOR MECHANICAL PERMiT CAI-L-IN NUM-BER IMPORTANT -- Applicant to camp ate all items in se ins I, II, Ill, and IV. LOCATION ( Street Address: • ____�—____._ OF f Intersecting Streets: :Between And __ BUILDING 1 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 attached plans and specif taboos which ave a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Nems of t:echanicalCon+rectors �___�__ Contractor =Frint) 'A&Ifar Name of /1 Property Owner i I `�, C} Signature of Owner signature of or Authorised Agent yy Architect or Engineer III. GENERAL INFORMATION A' Type of(seating fuel: E3• " IS OTHER CONSTRUCTION BEING Q0�6E THIS BUILDING OR SITE I L ! 0 Gas—❑ LP [] Natural 0 Contral Utility IF YES, GINE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify I IV. M/CHANICAL EQUIPMENT TO SE INSTALLED NATURE OF WORK (Provide complete list of components on beck of this form) Residential or l.1 Commercial Q• Hut ❑ Space ❑ Recessed 0 Control O Floor � ❑ Now Building 11ir Conditioning: ❑ Room `❑ Control �J Existing Building i (] Duct System: Material ._ Thickness Replacement of existing system Maximum capacity cleft. �01 New installation(No system previously Installed) 0 Extension or add-on to existing system ❑ Refrigeration L� 01her — Specity-- — — Q Cooling tower: Capacity q.p.m. ❑ Fire sprinklers: Number of heeds. -- ❑ Elevator 11 Ma"011' 0 Escalator (Ruro I I THIS SPACE PAR OffICE USE ONLY ` (� Gasoline pum — (number) (Rocs'") Q Tank. (number) Rsmerks ❑ LPG container (number) r W Urtfirod prouero v6sw Parrnii Approved by Doh Ij,j AuiOuri i 7 Q Other -- specify, i Pormit .� LIST ALL EQUIPMENT I AIR CONDITIONING AND REFRIGERATION EQUIPMENT �ty AAS NwgDer UnttA f r9>:t.s r E[a:►uf.qtssrer > DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH.FLORIDA PERMIT NO. 9 4 6 3 PERMIT TO BUILD 11 THIS PERMIT MUST BE POSTED ON JOB 200013 T � Date January 28 19 88 460120.00CRT Valuation$ Fee$ 20.130 9463 1 A 1/28/8 900CAC 4601 1 1/28/8 This permit not valid until above fee has been paid to City Treasurer,and is subject to revoation for violation of applicable provisions of law. 1 R00 This is to certify that Williams and Sons Heat Air RA0018227 i has permission to #1t install re lacement s stem Classification Re t i dent i al Owned by Zone Lot Block ��S� House No. 18313 Seminole Road According to approved plans which are part of this permit = NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- I SPECTED BEFORE POURING. I i PERMIT VOID SIX MONTHS �—--� AFTER DATE OF ISSUE Z Building material, rubbish and debris A from this work must not be placed in public space, and must be cleared up and hauled away by either con- It cor owner. i ,. Buil g Official. FOR OFFICE PERMIT USE ONLY NUMBER DATE CONTRACTOR I PLUMBING ELECTRICAL SEWER WATER I 1 , S J is CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000632 Date 5/07/09 Property Address . . . . . . 1839 SEMINOLE RD Application type description MECHANICAL HVAC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 cu lahu ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ RENNIE, JR. , JANICE B. A/C MASTERS HVAC INC 1839 SEMINOLE ROAD 11243 ST JOHNS PKWY #3 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/03/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 I PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 05/06/2009 10:53 9046455999 AC MASTERS HVAC INC PAGE 02/02 CITY OF ATLANTIC BEACH 08�i ace WMINOLE ROAD,ATIANTIO BEACH,FL 92233 I 1 OFFICE:(904)247.4828•FAA N0.3e00247.660 BUILDING-WrOCOA9,US MECHANICAL PERMIT APPLICATION DUVAL COUNTY �� I � 1YW'`try ❑NO O YE3 PERMIT s: o .. _ ,'.-'::.:;' ..PROP •...'.':*,1f:',,"J':r ......,„.�Y, . _ :: �'...' " :`., 4. ., E... 8.ADME.49 IF DIFFERENT FROM JOS AODRE98 8.PHONE: "•'w't'-;;: . .•��'. :...;�. �,.....•. .. M N OONTAACTOR:.'I:. •. ._. :y.,... . ,. . rZ Ai� 1 C / L 3 4- lin`t 1103.CF 7F�ALVLQPEH�pO�NpE e.So AUC( 11e1.. 11q VQC ,n �7 V Applkatlon is hereby made to obtain a permit to do the work and Insta11311k s as indketecl, i cer"that all work viii be performed to meet the Mandards of all laws rsguleting conaftWlon In this)urladkWn. This permit becomes nul and void 11 work Is rot him six(a) months.or if constnutlon or work is suspended or abandoned fora period of six(6)months at any 8 e eller wo t oe I CONTRACTORS a GNATURE CODE: ^1S:rtAs9 OF'a9011K: -^'",.._;..:�.: 1a:e1JIL0IN6C 5`'.` ...::. 17 iCE:•,:r.a. > 1a:. O NEW INSTALLATION ❑NEW RESIDENTIAL [1'08 FLORIDA BUILDING CODE- (III&PLACEMENT OF EXISTING SYSTEM 11f EXISTING ❑COMMERCIAL MECHANICAL O ALTERATION/ADDITION TO EXIST SYSTEM 0 OTHER O REPAIRk.. „r ;.r:.'..:.. : NICALEVIL TOB a9aTALCEp F?.c: ..r V 19.HEAT: 0 SPACE' O RECESSED CENTRAL ❑FLOOR BURNERS: 20.AIR CONDITIONING: 13 ROOM CENTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: elm 22.REFRIGERATION: MAX CAPACITY: cfm 23.COOUNG TOWER: CAPACITY: 9Pn't 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28,IRRIGATION: O PUMP ❑WELL ❑PIPING 29.GAS PIPING' E OF OUTLETS: O GAS AHU: O GAS WATER HEATER: 30.OTHER-SPECIFY: SMAR HEAnNo,t!OiLERs,UNRRED PRMURe VESM MEAT EXCi,IANOER FOR 1 T HER ITI?MS: ORiCOIL Nt1UC StE10. .r,-•-;'R..S• ::]I.000LMIO . W ,::`�Y;, E-.•: e: —NUMBER N MODEL MANUFACTURER TONS AGENCY OF UNITS DESCRIPTION o Tl,+lt�ll) 1A r- UIL i 91 Att'M1VIW OF 4ikr,r�. ::^�`.Y..G•:• ";,jTe: .+f'-.di.?,sw.;-��::>-:i.•. Q (P'ME .��:sar..��. ..'�"f..>:_:, :M`c. .!''�:' .�� UN D59CRLPTION MODELS MANUFACTURER BTU /t / r>< c_ Q Q t� Ol. S3.TA NUMBER GALLONS MANUFACTURER "ALF COAG FORM BLOW:REMlSE7T.1111NAPM IT, jor 114�11'.' 1 /' CITY OF ATLANTIC BEACH 08- -1 I I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE(904)2475826•FAX NO.(904)247-5845 BUILDING-DEPT@COAB.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY JOB ADDRE93: \ rISIS A SUB PERMIT: .DONO Mg, 1 n� C1 u PERMIT#: ]-JI610 PROPERTY OWNER: 4.NAME: ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: I CC.. MECHANICAL CONTRACTOR: 7. 7E OF C(�(PANY: �� 8.ADDRESS.: l 11 i,3-II��3 Tur C l/, V _� S� �j :Ti, J,�+ ;a� 1 Y�l✓ �p �r�� 9.ST OF FLOIDA LIC 10.CELL PHONE 1 ,3(M: 12.EMAIL ADDRESS: a� I I 13. FIFE PHON n O 14. a C LA-1r'rl V CC C Q �Q�'Sc k Jt� n 1� U q— y (�`y ('j Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not n thin six (6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after wor ce CONTRACTORS SIGNATURE: 15.CLASS OF WORK: 16.BUILDING: 17. ERVICE: 18.CURRENT CODE: ❑NEW INSTALLATION ,❑J/NEW RESIDENTIAL 11'06 FLORIDA BUILDING CODE- �EPLACEMENT OF EXISTING SYSTEM YEXISTING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑REPAIR ❑OTHER MECHANICAL EQUIPMENT TO BE INSTALLED: 19. HEAT: ❑ SPACE ❑ RECESSED CENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM WCENTRAL 21. DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: Cfm 22. REFRIGERATION: MAX CAPACITY: Cfm 23.COOLING TOWER: CAPACITY: gpm 24. FIRE SPRINKLER: NUMBER OF HEADS: 25. LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFf: 26.COMMERCIAL HOOD NUMBER: 27. FIREPLACE: PREFABRICATED: MASONRY: 28. IRRIGATION: ❑ PUMP ❑ WELL ❑ PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER , OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: 31.COOLING EQUIPMENT: I CONDITIONING, F G A EQUIPMENTN NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY 32.HEATING EQUIPMENT: FUR ACES BOI RS FIRFPLACES AIR HANDLERS ETC. APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY 33.TANKS: NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY COAB FORM BLDG04:REVISED:1/102008 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 >f- Application Number . . . . . 09-00000611 Date 5/01/09 Property Address . . . . . . 1909 SEMINOLE RD Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 6325 ----------------------------------------------------------------------- Application desc REROOF -------------------------------------------------------------------------- Owner Contractor PARDEE, RUSSELL R.L. HAINES CONSTRUCTION, INC. 1909 SEMINOLE ROAD 130 UNIVERSITY PARK DR. ATLANTIC BEACH FL 32233 SUITE 125 WINTER PARK FL 32792 (407) 384-1908 ---------------------------------------------------------------------------- Permit ROOF PERMIT Additional desc . . Permit Fee . . . . 65 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 6325 -----Expiration-Date10/28/09 -_-_---- - --------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 65 . 00 65 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 65 . 00 65 . 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 �9� 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 (�! OFFICE:(904)247-5826•FAX NO.:(904)247-5845 Y , BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY F(94P- � :! ,. o Se r+.ti k 61 BLOCK y SUBDIVISION .1(,(.,(Y�GG�"G ❑NEW BUILDING ❑DEMOLITION E RESIDENTIAL ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL - '=' ALTERATION ❑ACCESSORY BLDG. 8,FIRE SPRI7U `Y l / J ❑REPAIR ❑POOL/SPA 11 YES 11 N/A/Le ❑MOVE ❑OTHER ❑NO ;,^,TAR 1yl .l NGINEER 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: 26ai �s 16.NAME: 24.LICENSEE NAME: 10.ADDRESS. 0 -.)L�'to 4 kA_ 17.STATE OF FLORIDA LI ENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: (9 R CCC 0! l 6Sti 78.ADDRESS: 26.ADDRESS: �t,144� �ZIX 32233 22 .5 /nt0,CV%An OOA. 04,(,,,ao , IGC. I LYO 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICEYL �/EHI�ONE:( 2ie 0.FAX N0.:3!tet!T�� (• -11 27.OFFICE PHONE. 28.FAX NO.. 13.CELL PHONE: I n - 6 �/� 21.CELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: l _ 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: a 31.NAME: � 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. *** WARNING TO OWNER: k YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR {1('„ n4Fo-.(af"Atto-yor. Letter.Required) (Qualifier Only) Signed: / Date: Signed: `-tee Date: 3 cc) Before me th _ day of n 2009 in the county of Before me this 1�30L day of 2009 In the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared A (�ic s herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. r/I1 true and accurate. ,. Notary Public at Large,State of County of��(,l _ Notary Public at Large,State of County of ❑y6rsonally Known aPersonally Known Produced Identification- -73 10-' "O 13 Produced Identification- Notary Signature: (- Notary Signature: (� .aeuueoeeczeeee.vu�,.-,:e aee aeeaeeex�uemeee ANGELA VESCOVI-SRIT0 KATHLEEN ANN CASEY """ Comm#DD0676201 MY COMMISSION#DD834501 a 0 W� j�+L�AY qq�� o/�_� Expires 9113/2011 BLDG01 P. on BI�PF�etl7�1��321�/�fJ$Q p {t"3>iC;fc w 6?nded;hrnl,nn 1siState Insurance Florida Notary Assn.,Inc -.. ann„ - ""� Meseeeuuuneeuueeneueeeeeeeeeneeueeex NOTICE OF COMMENCEMENT State of )'76 02C Tax Folio No. County of Q(,,U o,L To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF C MMENCEMENT. Legal Description of property being improved: Y?- - (u( of - 2W 2 11 "k. c. Address of property being improved: 707/ IC/h �.e a(< /Ldp Gf?�w.r-n L d Gh l-L 3 2 2 3J General description of improvements: . C h t A,5 f c. /j L-/L coo(z Owner: A(-if-< LC {'4.".a(-c t Address: Owner's interest in site of the improvement: 7 2 233 Fee Simple Titleholder(if other than owner): Name: ontractor: /2 6 of rit5 l L C Address: 2ZI,( A-C,&640b-- A*t. Telephone No.: y",- 3 Y`T-I god' Fax No: 2 L(- ,L j 7-/7-? 3 Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: 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 ��11 - Signed: �Date:T Doc#2009103442,OR BK 14860 Page 2231, Before me this day of h DCounty o Duval,State Number Pages:1 Of Florida,h personally appeared Recorded 05/01/2009 at 02:35 PM, Notary Public at Large,State of Florida,County 9_Duval. JIM FULLER CLERK CIRCUIT COURT DUVAL My commission expires: OC D fes' -70 LU�2 COUNTY Personally Known: or -RECORDING$10.00 Produced Identification: ILI ANGELA VESCOVI I.O 2°- -7�j KV COMMISSION#DD834501 EXPIRES:OCT 27,2012 OF Bonded through 1 st State Insurance ✓ , 'ri�L��rJ y3 CITY OF ATLANTIC BEACH i J 800 SEMINOLE ROAD r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 r�Ji31�r Application Number . . . 05-00029938 Date 3/23/05 Property Address . . . . . . 1839 SEMINOLE RD Tenant nbr, name . . . . . . REPL MAIN PANEL Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ RENNIE, JR. , JANICE B. BILL THOMPSON ELECTRIC CO, INC 1839 SEMINOLE ROAD P.O. BOX 330150 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-5601 --------------- ----- --------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 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. BUILDING OFFICIAL CITY OF ATLANTIC BEACH ' ELECTRICAL PERMIT APPLICATION e Date: 2 Z 2 Property Address: Owner: ��y<rG /'� eh�� Telephone#: Zy� BILL YHOMPSON El. Telephone#: Contractor: — _ Contractor Address: PILWIC REACH EL 32233 Fax#: ZTdzS 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 City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Buil 'ng Type: C) Trailer I Service: If other construction is ❑ New being done on this building (3 New Residence ❑ Temp. Or site,list the building o', Old ❑ Commercial ❑ Signs ❑ jAcrease Permit number: ❑ Re-wire ❑ Addition Sq. Ft_ Repair Conductor Size: AMPS: COPPER I ALUMINUM Switch or RACE Breaker AMPS PH _ W VOLT WAY Existing Service Zr �/� RACE Size AMPS /Zr PH / -- I W VOLT WAY Feeders: NO. SIZE ! NO SIZI-_ NO SIZE I Lighting Outlets I CONCEALED i OPEN —; Receptacles CONCEALED ; OPEN 0 10 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT I ConditioningCOMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UrIDER600V I 0VER600V � Transformers NO. KVA KVA No.Neon_Transf. Ea. Si rI Miscellaneous / GP G�iG/�/'1 e ' 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.cLatlantic-beac A