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Permit 6 Forrestal Cir N CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 - INSPECTION PHONE LINE 247-5826 �Jff1F`y_ Application Number . . . . . 05-00030343 Date 5/13/05 Property Address . . . . . . 6 FORRESTAL CIR Tenant nbr, name . . . . . . INSTALL HEAT PUMP/HANDLER Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ SHUDA, THOMAS DONOVAN HEATING & AIR 6 FORRESTAL CIRCLE 315 SIXTH AVENUE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-3785 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc INSTALL HEAT PUMP/HANDLER Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 11t. a 1L '% IC BUILDING OFFICIAL ��'yrQ13745 DONOVAN PAGE 01 A91L CITY OF ATLANTIC BEACH zy ` ,. MECHANICAL PERMIT APPLICATION Owner of Property: r,"IMSITN J_NL40A Job Address: Contractor; o ptrawl =low thb abo-u atalatnon4 we bareby epee to Mn yr a amirdr"V ola dw rnaobed Plato rad apartQcutktw whtah 41114 pan 1140418(end is aeeerdasee with"C{ty o!AMlaado E{wdf t l M A ,,. A. T dal: �• S IS OTMSA CONVItUCTION BONG LIONS ON TFMS • ,L► —NdmW •„Ceani LURY WALOIN©OR SrrE7 O Op O Otltar-Speoiry IF Y"OI VS Numm or CONrmu crION P IV. ML►CHANICAL ZQVIPMENT TO 99 WORK INSI'ALir$D q ew ut fnd a' '{`' _ _ Ce•ntnare�t 1 (Provide eomplba tlat QCl orearopopeR otugs femto)n qp luil Aa oaY oe Cee� —R = ioniar: Roam C q w iwW I.tlor(lro ryetero prowia>.aty{aeewedj a Mom Xyrtem: Matarir,•- Q Paneaalen or add-*"to efttausa system M&UMuro cavadcy _ -- ofsf O Othsr.speslh L2 Miebieetatio. a Coo4as towel! Ceoaaily a File"doiLkn: Number efts i Tull SrAC%FOR oMCZ USX ONLY 0 0 EMeveta; _ r,4eaua�ENW&AW ) Int..w.dj 0�wmpa (Fiwt�ber) RcUufr w Ci U"red prYaUPe vaaad P<ratlf Appnvctl rY qet• a otluete (3 OUW-3PNWa ramwo Yet_ LIST AL IPM N AIR G AND i Nutstbe Vohs M3tirratlptiae Madel N., Manulaew w CaOWd An-Vkg cr me -Rd �C Y -FMACS-OU LAC 14avabrr(/sha Dsemlptba ModalNwmbw Wwou6tclury Ca Approvlai T TANKS Now Meuy Noutival CAPaeily Type liquid Na sso or Sarw App"ing AW j?lr*4Wi*Q$ No. A eco i009eaa4aok Road•Adaetic Sixch,Florida 32233.3445 pMeast(►04)241-69" Pass(904)241.5545• htlutllttwg, allaege.h�eath 0.u3 I1I410� {- CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD y ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 �Js�l� Application Number . . . . . 05-00029869 Date 3/22/05 Property Address . . . . . . 6 FORRESTAL CIR Tenant nbr, name . . . . . . REPL (9) WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 5655 Owner Contractor ------------------------ ------------------------ SHUDA, THOMAS AMERICAN WINDOW PRODUCTS 6 FORRESTAL CIRCLE 2633 POWERS AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 731-2247 -------------------------------------------------- -------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 60 . 00 Plan Check Fee 30 . 00 Issue Date . . . . Valuation . . . . 5655 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 60 . 00 60 . 00 . 00 . 00 Plan Check Total 30 . 00 30 . 00 . 00 . 00 Grand Total 90 . 00 90 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 41�k BUILDING ICIAL CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT woerr 1 r) 800 Seminole Road S Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us t � PLAN REVIEW COMMENTS ' Permit Application # CS- Zf8(04 C4 Property Address: 7,5•T-A C_. a 1Z Applicant: eTz-f G.�22 f� 2F3� Project: -PC pl— 1 q h 12n-uSS Th' permit application has been: T1 Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: Doc # 2005063214, OR BK 12345 Page 1306, 1 of 1 Filed & Recorded 03/11/2005 at 12:35 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 1 ,on uw. wvtcu Fotvr wv rsnru lV oVbc el of C (I'repwc tit Uupliculc), To whom i(may conca�n: .r The undersigned hereby informs all concented tlwt improvements will be ntade to certain real property, amd it,accordance with section 713.13 of the Florida Sutures,the following information is stated in this NOTICE OF COMMENCEMENT. /�{/� / Dgsc,rip�Iof propcny 30- 05Iv. 38'2 S-ZW E �..V l h& 1 . 46-f I ...... .1�..t..... ,..., � Z'2.�............ /.J.... ....... ..... ..ill?(�UcOS ..(� ..OS46 .. Gencol description of improvcrosents.RT/ae�rn ......................l... ... .. ?,� �Address ` 1 In. fL+2La ? ,G�% ..1`!c....,...,.., .,.. 37;2..3. Owner's interest in site or Qsc ituprovematt..................................................... Fee Siulpic Titleholder(ir other than owner) Name ,tit(' ....................................................... ��/}!\ Address . .... .......... ......................................... Contactor Arn 1n(1 t()� Pc qo4 ..... Address .2W33 f�C?.iJP S.. e,...... CL.IG.... .....3....... .. . Surety(if any) ..... ......................... AdNcss . ............ ...................... A mown of Bond S....... Any person making a loan for the construction improvements: Nanic . ! ... .. ..................................... .................... . .. Addre5s .................. ........................................ Persmt mthin the�or Florida designated by owner upon whom notices or other documents may be served: Ncmc ........... ..... ..................... I....I....I............. . . Address ............................................... ... . In Adtuom to hrmsekf,owmcr designates the following person to receive a copy of the Lienor's Notice as provided in Section 711.13(1)(h),Florida Statues, (Fill in ut Owner's option). Nome ... ........................................................ .. ...... Address .... ........................................I.......... .. Tlus sp3cc for recorder's use only i ' L.a"4� .. i ` U Owner / Sworn to and u/bs1cribed.beforc me(Itis/61didaa�y''or ... ..20 Lam. ..... .......I... ... .. .. BETTY FELDER MY COMMISSION A DD 239510 EXPIRES:December 7,20D7 IOF r. emdW tlw Budpt Noy?SinirAl I t I I f` CITY OF ATLANTIC BEACH 6Ailiw �KYLIGHTS, GARAGE DOORS,HURRICANE SHUTTERS . ,r 3) 1C C' Date: Job Address: Owner: Address: rL t l�l�- Phone: Legal Description: Block Number: 2- Lot Number: Zoning District: Contractor: V#WQState License Number: C P.?O,12 t'1tt 2 C-1 Address: PRODUCTS,INC. Phone: 2633 POWERS,AVE 2` City: iAC'KSONVILLE,Fl,322A7 State: Zip: Fax: Describe proposed use and work to be done: 0-c e P W i n d u )s W 6—D AI )iijk�r 3hLc Present use of land or building(s): ' Valuation of proposed construction: ����= Is approval of Homeowner's Association or other private entity required?IG If yes, please submit with this application. Required Building Data: Mean Roof Height (ft) Building Width (ft) Building Length ` (ft) a Roof Slope Window Height (ft) Window Width (ft) Window Elevation from Grade (ft) Measurement from corner of building to window (ft) Number of windows being installed 9 — Mean Roof Height ----ACV�\ 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 - http://www.ci.stlantic-beach.fl.us Page 1 Revised 1/27/03 -Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data,the following information is required: 1. Manufacturer's Test Report with Uniform Structural Load(psf) 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all information provided with this application is correct. Signature of Owner: Date: 7, I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of constriction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and�,Iect and that the plans and supporting data have been or shall be provided as required. Date: Signature of Contractor �Lm4. &L,_tA Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this of �� ,20 015. State of Florida,County of Duval BETTY FEEDER Notary's Signature: * * MY COMMISSION#DD 239510 EXPIRES:NCMt,,er 7,2007 personally known ���rFOFVOIF� Borded Thiu Erioet fiotary Seryices El Produced identification Type of identification produced AS TO CONTRACTOR: it Sworn to and subscribed before me this �C:� day of 20� State of Florida,County of Duval RV P Notary's Signature: +°sP ' U�% BETTY FEEDER * * MY COMMISSION#DD 239510 Personally known s, EXPIRES December 7,2007Produced identification 9fFOF OvBonded'Thru budget Nol:�ry Services Type of identification produced 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/27/03 90ox � .4 J tv Oj d Ayt}1 iit•NM w,-TVA, GODE5 G EAp gg 2125• C'OMpFy0R1t7A oq- OF 0 A� PV 21 PP 315 iM G (TER1A OF 5 .$•GST 6E 23 2125° DESIGN CR A5 TIO1J � 1c GN GP,L 1NR�"\ 38�. y1tNF y F�R� 1 P 0 R S�t1G pP�S OR-M�ND�11.F\N6 2125. n P� pOR y 15°�p�J\LDING n 15 5GT1 yIIDTM' GAN \�05JA,oN A5 AjO ee ALyo� bp63 \5" 6" F� HALF PANE" �'°�T 0 14M e 4 kA 1N�Tw L�°L MUM 5?o tku PANeyS Mph�� TNS FETA 4.415. ALUM RM PAS A �IIAI,GE TO 15" O 24RO" TME 5TO TPj 1 1N GONGF 4 k13" yt1FTN 3 QOO" ON SNR T5R M \ R \1Olz-L GT1 M- 1.5° 12"EfFS RpC��OT OF: 1/4Toe °p20 MpG�50tiPR�SGNG UM S�DRM pANE�' 2.410 N 5Np1 R Rr nNy /4a"�095 o��� PPL tw TM x °!°yR° �L o>� fl�oN w°�•r++jtt 20 y�� OR OR MBNA V4, _ P ,oll 015" �+ L�ny�p ANG �Cl �1Q 9� 0./iD ' 125 O T{p, SNOT L15� 20 P,NF 139 -2 p Tt P 2 470" by m W1�5 tH0y5FP \ T R To L 6e ON TH15 T INTI Mp-C /A TION 5µT1", v, N FA R5 y GONyTR pel4e N OT�TP to 2}`11" TSP5". J Sp�G1AL2B5`.Ut 1iILD•I H�pQ°�µ piN6O5P TO pV GOH-OMN GO5C A 250 ""Goo? \ µ1R° P "FAyS o T fl 5. oR � o�QToT R PNO5P ° OTO�i 5 ONAyyRo a �{ F o ,%, \NbP \Izev G C11J 00 R� ° 23at" ,HEADER' in PP ZPb PRS BTW LSF" ANTS, 1°114 4 ^H � p HUR�'pROPERy GOM�r�.\154D5N.�A1.11N A`� NT FP5 MS��ON,60 ^U"HEADER' Q Pew F G0te�' G° 2000" PA-� y 155 o N �� M� CKE-( DDED ANG�E o U�gRA g-(U � 5.000. 3" ANG -E gU1l.D D Q e 2^X 5 � �� "F^CRACK• 1 l� �M NSpUR 11955 " 3!8„B p."F IRA SURERp,YiNG'` a14 9 Oq3" 11 DEg�GN pftESP SF.,N��AT� \a5o" ��TRACK P051T1`� 2 000" REVERSED F NATIONAL CERTIFIED TESTING LABORATORIES 1464 GEMINI BOULEVARD•ORLANDO, FLORIDA 32837 C - PHONE 407 240-1356•FAX 407 240-8882 www.nctlinc.com STRUCTURAL PERFORMANCE TEST REPORT Report No: NCTL-210-2883-6 APPROVED Test Date: 11/27102 CITY OF ATLANTIC BEACH Report Date: 04114103 BUILDING OFFICE Expiration Date: 11127/06 Client: Bell-View, Incorporated MAR 14 2005 P.O. Box 208 Wrightsville, GA 31096 By: Test Specimen: Bell-View Incorporated Series "Blue Chip" Single Hung Aluminum Prime Window (H-R70 52x72). Test Specification: ANSI/AAMA/NWWDA 101/I.S.2-97, "Voluntary Specifications for Aluminum, Vinyl(PVC), and Wood Windows and Glass Doors." TEST SPECIMEN DESCRIPTION General: The test specimen was a one-over-one single hung aluminum prime window measuring. 47'wide by 6'0"high overall. The active sash measured 47"wide by 3'0-7/8"high. The active sash was removable via a single balance system with locking tilt shoes at each interior jamb track. Frame and sash members were not thermally broken. One(1)metal cam-type sweep lock was located at 13- 1/2"from each end of the active meeting rail. A sweep lock keeper was extruded onto the fixed meeting rail. One(1)metal slide bar limit/security lock was located at each end of the active meeting rail with the keepers punched into the jambs. One(1)plastic tilt latch was used at each end of the active meeting rail. An extruded aluminum sash stop was located at the top of each interior jamb track. One (1) metal pivot bar was located at each end of the active bottom rail. The fixed meeting rail was fastened to each jamb with two (2)(#8 x 314"pan head) screws. The frame and sash were of double screw (#8 x 3/4"pan head)coped corner construction. The frame was mounted to the test buck using fourteen (14)(#10 x 1-1/4"flat head)screws. Glazing: The active sash and fixed lite were,interior glazed using sealed insulating glass with an adhesive back-bedding and a snap-in extruded aluminum glazing bead. The overall insulating glass thickness was %"consisting of two (2)lites of double strength annealed glass and one(1)air space created by a desiccant-filled aluminum spacer system. Weatherseals: One (1)strip of center fin weatherstrip (0.200"high) was located at each active sash stile. One(1)strip of center fin weatherstrip (0.250"high) was located at each active sash stile and the sill. One (1)strip of single leaf vinyl weatherstrip was located at the fixed and active meeting rails. One(1)strip of bulb-vinyl weatherstrip was located at the sill. Weeps: One (1) weep hole measuring 3/4"x 3116"was located at each end of the center vertical sill leg. One(1)weep notch measuring 114"x leg height was located at each end of the exterior vertical sill screen retainer leg. PROFESSIONALS IN THE SCIENCE OF TESTING Bell-View Incorporated -2- NCTL-210-2883-6 Interior&Exterior Surface Finish: Mill finish aluminum. Sealant: The frame and active sash corners were sealed with a small joint sealant. Screen: An insect screen measuring 3'11-112"wide by 46-112"high was of mitered type corner construction with staked-in-place nylon corner keys. The screen employed fiberglass mesh cloth with a hollow vinyl spline, two (2)pull tabs and two(2)jam retainer springs. TEST RESULTS Par. No. Title of Test &Method Measured Allowed 2.2.1.6.1 Operating Force 36 lbf 30 lbf 2.1.2 Air Infiltration -ASTM E283 0.57psf(15 mph) 0.03 cfm/ftp -- ---- 1.57psf(25 mph) 0.08 cfm/ftp 0.30 cfm/ftp 2.1.3 * Water Resistance -ASTM E547 5.0 gph/ftp WTP=4.50 psf No Leakage No Leakage 2.1.4.2 ** Uniform Load Structural -ASTME330 30.0 psf Exterior 0.020" 0.193" 30.0 psf Interior 0.060" 0.193" 2.2.1.6.2 Deglazing-ASTM E987 Active Sash Meeting Rail (70 lbf) 5.6 % (0.028') <100% Bottom Rail (70 lbf) 3.4 % (0.017') <100% Left Hand Stile (50 lbf) 2.6 % (0.013') <100% Right Hand Stile (50 lbf) 3.0 % (0.015') <100% 2.1.8 Forced Entry Resistance -ASTM F588 Grade 10 (See Appendix A for test results) Meets As Stated OPTIONAL PERFORMANCE 4.3 * Water Resistance -ASTM E547&ASTM E331 5.0 gph/ftp WTP= 10.50 psf No Leakage No Leakage 4.4.2 ** Uniform Load Structural -ASTME330 105.Opsf Exterior 0.051" 0.193" 105.0 psf Interior 0.061" 0.193" * Tested with and without screen ** No glass breakage or permanent damage causing the unit to be inoperable Bell-View Incorporated -3- NCTL-210-2883-6 TEST COMPLETED 1112 7/02 The tested specimen meets (or exceeds)the performance levels specified in Table 2.1 of ANSI/AAMA/ NWWDA 101ILS.2-97 for air infiltration. The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the H-R70 52x72 product designation. Detailed drawings were available for laboratory records and comparison to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four(4)years. The results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn from this test. This report does not constitute certification of the product which may only be granted by a certification program validator. NATIONAL CERTIFIED TESTING LABORATORIES MICHAEL E. LANE Division Manager 3 Bell-View Incorporated 4- NCTL-210-2883-6 APPENDIX A Forced Entry Resistance Test Results Test Method: ASTM F588-97, "Standard Test Method for Measuring the Forced Entry Resistance of Window Assemblies, Excluding Glazing Impact". TEST RESULTS Para,eraph No. Loads Duration Measured Allowed 10.1-Lock Manipulation 5 Minutes No Entry No Entry 10.2.1.1-Test Al L1=200 lbf 1 Minute No Entry No Entry 10.2.1.2-Test A2 L1=200 lbf I Minute No Entry No Entry L2=100 lbf interior 10.2.1.3-Test A3 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf exterior 10.2.1.4-Test A4 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf interior 10.2.1.5-Test A5 L1=200 lbf I Minute No Entry No Entry L2=100 lbf exterior 10.2.1.7-Test A7 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf interior L3=35 lbf interior 10.2.1.8 Lock Manipulation 5 Minutes No Entry No Entry 10.2.4.2 Fixed Lite 5 Minutes No Entry No Entry Glazing/Panel Manipulation eaD -- v +..COO Y �1 O)l lA �l VOOR N0 •� -�1 06/30/2004 11:14 4788642492 BELL-VIEW,INC =AGE 13 jr_ ffi� CRTMED ESTING ABORATORIES i.K `1 T I Architectural Division + 7252 Nareoossee Rd. + Orlando,FL 32822 (407)384-7744 + Fax(407)384-7751 �� Web Site: t.www.ctlarch.com � E-mail: ctlarch.com Report Number: CTIA-479W-1 E Report Date: February 4,200 ;g— STRUCTURAL PERFORMANCE TEST REPORT Client: Bell-View,Inc- P.O. Bos,208 Wrightsville, GA 31096 Product Typo and Series: Series PA 9 Aluminum Sliding Glass Door S DG-C60( 19.E"x 96,") Test Specifications: .A.AMA/NWWDA 101/1.S. 2-97"Voluntary Specification, for Mumitlum, tfiny, (PVC. and Wood Windows and Glass Doors" Frame: The e7muded aluminum main frame measured 192"x 96"overall .Coped and butted coxner tM8'+:ru+:ti0,4 secured with two(2)# 8 x V P.P., S.M.S fasteners . Configuration: As viewed from exterior lett to right OXXO . Panels: Bath fixed panels measured 48.5"x 95"overall. The astragal panel meastared 48.75":c 95" oveall,anc. the active panel measured 48.5"x 95"overall Al panels were coped and butted corner con,itruvion secured with one(1)#8 x .875" roberts head S.M.S fastener in caa corder. Weather Stripping: SILL: None Head: Nage Fran Jambs: Four(4)snips of vinyl flap seal .395"long in each jamb . A-v agal stile: One(1)strip of vinyl Bap seal .395"lung and cat(1)strr p of bulb vb r1 .2:;0"d a. Interlock stiles: Oue(1)strip of vinyl flap seal .395" long. To rails: Two(2)strips of woolpile.220"high in each rail . Bodom rails: Two(2)strips of vinyl flap seat .750"long in each tail Four(4)aluminum with vinyl .675"long sweeps at the b(,AWm of emelt iotc lock stile, secured with assembly fasteners with four(4)closed call :ioor sweep}tads. Four (4) 1.25"x 1.25"x 1.5"open cell foam pads located at the top(if enc inti.rlc•ck: stile. Two(2) 1"x 1.5"x .500"open cell foam pads located t0?:)and botton..of at tzW I salt: . FUrdware&Location: One(1)flush metallic lock located 41.5"up from sill on a etive panel f ockst:.e,h..*king into keeper in astragal stile. One(1)metallic single roller housbig lowtod a' each erd of bath"X"panel bottom rails. 06/30/2004 11:14 4788642492 BELL-VIEW,INC AGE a4 page 2 of 4 Bell-View,Inc. ERCrt# C'1'3�.,A-479W-1 Glazing: .1875'"1'empered glass,marine glazed with Hyl wrap around glazing st'el`e' Sealant: Adbesive caulk was used on the main ftame interior and exterior.Narrow joint sealant was ised<m mai n frayne corners. Silicone type adhesive was used to secure the al„minuin sill adapter to )utsicc Of"he sill water dam leg. 'Weep System: The sill had three(3)natcl=in each end==ring 2"long.Ten(10)veep nc tcbes;. m"ur A8 1.25" x .3125" in all three(3)legs of Sill. Reinforcement: One(1)piece of 1.5"x 1.5"x .125"steel tube located in astragal stile ineasur.ing A-U len90 of astragal. one(1)piece of steel bar stock.375"x 1.5" located in interlo lc stiles me""'fir g full length of interlock.. One(1)piece of,aluminum"U'channel 1"x .906" x .90,6"x 115" located in operable panel bottom,rails .Four(4)aluminum angle brackets 2" x 1"x .1875" x ,5" located at top and bottom of interlock stiles exterior,anchored to the head and silt with two(4"-)# 1 J x 2" phillips flat bread S.M.S fasteners,and atmehed to panel witb assembly screw. One(1)asttaga- angle clip .750"x 2"x 2.5"x .188" located at the bottom of astragal stile, anr:hom i to 5%11 wit.• three(3)# lox 2" phillips flat bead S.M.S fasteners.The fixed panels were t ndU rd tc&,mnab; frame with three(3)aluminum fixed panel retainer anchor and at*.achai to pa~tel With t%I(2)# E x .375"Tex screws in each clip. Additional Description: Unit tested with aluminum sill adapter 2.875"high adhered to outside:-of sit war er darn m leg,waking water dam leg interior 2.580"high. Screen: Two(2)extruded alp:minm screw musuring 48"x 94.875"overall .Cuped and but`.ed eerier construction secured with two(2)# 10 x 1.250" P.H.P.H. S.M.S fasteners in etch corner. x ibcr,l"rater h with vinyl spline,two(2) spring roller assemblies located 6"from each end of top ane boar in rats. Oloa (1)interior and one(1)exterior harmdle. Installation: Sixty(60)fhanmrs were used to secure the specimen to the wooden test buck. F.ightee n(18)# 10 x 1.5"pballips sat head S.M.S fasteners in the head in nine(9)parallel row:' of two(2)locate i 6"_.29",5 l",74",92",116",139"162"and 184"measuring from left jamb to right j amb. l:ighte-m(1 3)112 a: 2"phillips flat head S.M.S f Wmws in the sill in nine(9)parallel rows of two(2)located 6";2911,5111,74"792",116",139",162"and 184"measuring from left jamb to right,jamb. rwen'7fi xT(24)# 10 x 1.5"phillips flat head S.M.S Wtcners,twelve(12)in taeb jamb in six(6) paralN rov-..3 of`woC,) located 6",22",44",54",67",and 90"measuring£root bead to sill. surface Finish: White Comment: Nominal 2 mil polyethylene film was used to seal agamt air leakage during smactural load,.. The f ni was used in a manner that did not influence the test results. 06/30/2004 11:14 4788642492 BELL-VIEW,INC 'AGI: 05 Page 3 of 4 Sell-View, Inc. Rqvit No C"I9_,A479W-1 -- -- performance'feat Results Paragraph No itle of LT—A Meth-Qd Mewnred AL+owes *2.1.2 Air infIMation ASTM E283-91 .26 cfm/ft2 .3 *n/f @ `.57 psf The tested specimen meets the perforumce levels speeifted in A 101/1.S.2-9 . Measured air recorded in two(2)decimals 4t clients request. *2.1.3/4.3 Water Resistance ASTM E547-93 No Entry Nc Entrti @ 5.0 gpb/lt2 Four(4)five(5)minute cycles WTP=9 psf ASTM E331,-93 No Entry Nc Ems r' Fifteen(15)minute duration Tested with and without insect screen 2.1.4.2/4.4.2 Uniform Load Structural ASTM E330-97 Permanent Deformation Ten(10) second duration Masurarma taken at mid%papa of panel interlock stile @ 90 psf Positive .156" .3f- @ 90 psf Negative .148" .30" Also held for Thirty(30)second duration @ 90 psf Positive .178" .380" @ 90 psf Negative .245" 3f,0" Force Entry Resistance HAMA 1303.5-76 Test A Test B 0" lr'" Test C 0" Test D,E and F 0" Test G on 2.2.19.5.1 Operating Force AAMA/NWWDA 101/L.S.2-97. To Open Active panel 25 lbs 30 lbs To keep in motion 15 lbs 20 lbs To Open Astragal panel 14 lbs 30 lbs To keep in motion l0 lbs 20 lbs *2.2.19.5.2 D%Azi% ASTM E987-88 Top Rail 50 lbs .018 3.6 % <100% Bottom Rail 501bs .013 2.6% <100% Left Stile 70 lbs .054 10,8 % <100% Right Stile 70 lbs .031 — 6.2% <100% *Rebrence CTLA 479W 06/30/2004 11:14 4788642492 BELL-VIEW,INC 'AGE 06 I''ap 4 of 4 Hell-View,Inc. Report No CrLA479W--1 Testing conductCd at American Test Labs, 6795 NW l7'h Ave,Ft. Lauderdale, Florida'3309 Test Date: November 9, 1999 Test Completions Dote: November 9, 1999 Remarks: Detailed drawings were available for laboratory records and comparison to the ttst specimen at to tame o,' this report. A copy of this report along with representative sections of the test sjxmim+e o wit be mwncd by CTL for a period of four(4)years. The results obtained apply only to the specilm,twud. This test report does not constitute certication of dus product,but only that tbst above test:esult3 were obtained using the designated test methods and they iodinate compliance witb tbo pu fotman e mquirements(paragraphs as listed)of the above referenced specifications. Certified Testing Laboratories assumes shat all informations provided by the client is accurav and ftit die physical and chemical properties of the components aro as stated by the manuhcwrer. Certified Testing I..aboratorites, Inc. Cbristopher Bennsutt Lab Managtr Architectural Division cc: Bell-View, inc. (2) ALI (2) A.T.Lab (1) Ramesh Patel (l) File } - 37 d r� uj C-4 O¢0 _ ,Q r� m t, CI t�� - C4 �—o a As �d o_ y Y s ° yZC j v- - y y fS- a Q-1 s � CA •dy' � '� o. 4 �N 4. A NATIONAL CERTIFIED TESTING LABORATORIES 1464 GEMINI BOULEVARD-ORLANDO, FLORIDA 32837 C - PHONE 407 240-1356-FAX 407 240-8882 www.nctlinc.com STRUCTURAL PERFORMANCE TEST REPORT Report No: NCTL-210-2883-6 Test Date: 11127102 Report Date: 04/14103 Expiration Date: 11127/06 Client. Bell-View, Incorporated P.O. Box 208 Wrightsville, GA 31096 Test Specimen: Bell-View Incorporated Series "Blue Chip" Single Hung Aluminum Prime Window (H-R70 52x72). , Test Specification: ANSI/AAMA/NWWDA 101/I.S.2-97, "Voluntary Specifications for Aluminum, Vinyl(PVC), and Wood Windows and Glass Doors." TEST SPECIMEN DESCRIPTION General: The test specimen was a one-over-one single hung aluminum prime window measuring. 4'3"wide by 610"high overall. The active sash measured 47'wide by 3'0-7/8"high. The active sash was removable via a single balance system with locking tilt shoes at each interior jamb track. Frame and sash members were not thermally broken. One(1) metal cam-type sweep lock was located at 13- 112"from each end of the active meeting rail.A sweep lock keeper was extruded onto the fixed meeting rail. One(1) metal slide bar limit/security lock was located at each end of the active meeting rail with the keepers punched into the jambs. One (1)plastic tilt latch was used at each end of the active meeting rail.An extruded aluminum sash stop was located at the top of each interior jamb track. One (1) metal pivot bar was located at each end of the active bottom rail. The fixed meeting rail was fastened to each jamb with two (2) (#8 x 3/4"pan head)screws. The frame and sash were of double screw (#8 x 3/4"pan head)coped corner construction. The frame was mounted to the test buck using fourteen (14) (#10 x 1-1/4"flat head)screws. Glazing: The active sash and fixed lite were,interior glazed using sealed insulating glass with an adhesive back-bedding and a snap-in extruded aluminum glazing bead. The overall insulating glass thickness was %"consisting of two (2)lites of double strength annealed glass and one(1)air space created by a desiccant-filled aluminum spacer system. Weatherseals: One (1)strip of center fin weatherstrip (0.200"high) was located at each active sash stile. One(1)strip of center fin weatherstrip (0.250"high)was located at each active sash stile and the sill. One(1)strip of single leaf vinyl weatherstrip was located at the fixed and active meeting rails. One(1)strip of bulb-vinyl weatherstrip was located at the sill. Weeps: One (1) weep hole measuring 3/4"x 3116"was located at each end of the center vertical sill leg. One(1)weep notch measuring 114"x leg height was located at each end of the exterior vertical sill screen retainer leg. PROFESSIONALS IN THE SCIENCE OF TESTING Bell-View Incorporated -2- NCTL-210-2883-6 Interior&Exterior Surface Finish: Mill finish aluminum. Sealant. The frame and active sash corners were sealed with a small joint sealant. Screen: An insect screen measuring 3'11-112"wide by 46-112"high was of mitered type corner construction with staked-in-place nylon corner keys. The screen employed fiberglass mesh cloth with a hollow vinyl spline, two (2)pull tabs and two (2)jam retainer springs. TEST RESULTS Par. No. Title of Test &Method Measured Allowed 2.2.1.6.1 Operating Force 36 lbf 30 lbf 2.1.2 Air Infiltration -ASTM E283 0.57psf(15 mph) 0.03 cfm/ft' ------- 1.57psf(25 mph) 0.08 cfm/ft' 0.30 cfm/ft' 2.1.3 * Water Resistance -ASTM E547 5.0 gph/ft' WTP=4.50 psf No Leakage No Leakage 2.1.4.2 ** Uniform Load Structural -ASTME330 30.0 psf Exterior 0.020" 0.193" 30.0 psf Interior 0.060" 0.193" 2.2.1.6.2 Deglazing-ASTM E987 Active Sash Meeting Rail (70 lbf) 5.6 % (0.028') <100% Bottom Rail (70 lbf) 3.4 % (0.01 T) <100% Left Hand Stile (50 lbf) 2.6 % (0.013') <100% Right Hand Stile (50 lbl) 3.0 % (0.015') <100% 2.1.8 Forced Entry Resistance -ASTM F588 Grade 10 (See Appendix A for test results) Meets As Stated OPTIONAL PERFORMANCE 4.3 Water Resistance -ASTM E547&ASTM E331 5.0 gph/ft' WTP= 10.50 psf No Leakage No Leakage 4.4.2 ** Uniform Load Structural -ASTM E330 105.0 psf Exterior 0.051" 0.193" 105.0 psf Interior 0.061" 0.193" * Tested with and without screen ** No glass breakage or permanent damage causing the unit to be inoperable Bell-View Incorporated -3- NCTL-210-2883-6 TEST COMPLETED 1112 7/02 The tested specimen meets (or exceeds)the performance levels specified in Table 2.1 of ANSI/AAMA/ NWWDA 101ILS.2-97 for air infiltration. The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the H-R70 52x72 product designation. Detailed drawings were available for laboratory records and comparison to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four(4)years. The results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn from this test. This report does not constitute certification of the product which may only be granted by a certification program validator. NATIONAL CERTIFIED TESTING LABORATORIES MICHAEL E. LANE Division Manager Bell-View Incorporated -4- NCTL-210-2883-6 APPENDIX A Forced Entry Resistance Test Results Test Method: ASTM F588-97, "Standard Test Method for Measuring the Forced Entry Resistance of Window Assemblies, Excluding Glazing Impact". TEST RESULTS Paragraph No. Loads Duration Measured Allowed 10.1-Lock Manipulation 5 Minutes No Entry No Entry 10.2.1.1-Test AI L1=200 lbf 1 Minute No Entry No Entry 10.2.1.2-Test A2 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf interior 10.2.1.3-Test A3 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf exterior 10.2.1.4-Test A4 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf interior 10.2.1.5-Test A5 L1=200 lbf I Minute No Entry No Entry L2=100 lbf exterior 10.2.1.7-Test A7 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf interior L3= 35 lbf interior 10.2.1.8 Lock Manipulation 5 Minutes No Entry No Entry 10.2.4.2 Fixed Lite 5 Minutes No Entry No Entry Glazing/Panel Manipulation %L �y Lo�'3A0N F � . C d tLt C9 dWM (XGsullac —,-'' zoo*,* Mpg`''°COMPO t -MST DA-T- Buck YPe � �� No.of f T�f 06/30/2004 11:14 4788642492 BELL-VIEW,INC =AGE 33 ERTIFIEI?TESTING ABORATO RIES fes[] ICS Architectural 17ivisior► • 7252 Nareoossee Rd. • Orlando,F1.32822 (407)384-7744 • Fax(407)384-7751 Web Site: -.www.ctlarch.coin E-mail: ctlarch.com Report Number. C'O'LA-479W-1. . Report Date: February 4,2000 dQ0. STRUCTURAL PERFORMANCE TEST REP'OR'T' Client: Bell-View,Jnr— P.O. Box 208 Wrightsville, GA 31096 Product Type and Series: Series PA 9 Aluminum Sliding Glass Door S DG-C60( 192"x 96") Test Specifications: A.A.MA/NWWDA 101/1.S. 2-97"VoIUWwy Specifications for rklumiuium, Amy., (PV C; and Wood Windows and Glass Doors" Frame: 1fie extruded aluminum main frame measured 192"x 96"overall .Coped and burned corner c onvxw:dw, secured with two(2)# 8 x 1" P.P., S.M.S fasteners . Configuration: As viewed from exterior left to right OXXO. Panels: Both fixed panels measured 48.5"x 95"overall. The astragal panel measiAred 48,75":c 95" over,11,anc, the active panel measured 48.5"x 95"overall.All panels were coped and butted corner con itruc1ori secured with one(1)# 8 x .875" roberts head S.M.S fastener in each comer. Weather Stripping: SILL: Now Head: None Frame Jambs: Four(4)strips of vinyl flap seal .395"long in each jamb Astragal stile: One(1)strip of vinyl flap seal .395"long and one(1)strip of bulb valyl 2:'0"&A Interlock stiles: Cue(1)strip of vinyl flap seal .395" long. To? rails: Two(2)strips of woolpile.220"high in each rail . Bodotn rails: Two(2)strips of vinyl flap smi .750"long in each rail Four(4)alwrdnum with viayl .675"long sweeps at the br')ttorn of earl t iativiock stile, secured with assembly fasteners with four(4)closed cell door sweep pads. Four (4) 1,25"x 1.25"x 1.5"open cell foam pads locate:)at the top of eac''r,inn.-dock: stile. Two(2) V x 1,5"x ,500-open cell foam pads located tole and bottou.of ar TragE.l ilc, . Hardware&Location: One(1)flush metallic lock located 41.5"up from sill on e.etive panel lockst e,b.Joking into keeper in astragal stile. One(1)metallic single roller housing located w each erd o f both"X"panel bottom rails. 06/30/2004 11:14 4788642492 BELL-VIEW,INC =AGE 04 page 3 of 4 Bell-Vxew,Inc. Report# CY'Y A-479W-1 Glazing: .18757rempered glass,marine/glazed with vinyl wrap around glazing gasket. Sealant: Adhesive caulk was used on the main frame i:a=or and cxterior.Narrow joint;sealant.was•ised on main £rave corners. Silicone type adhesive was used to secure the aluminum sill adapter to .iutsico of+:he sill water dam leg. Weep System: The sill had three(3)notches in each end measuring 2"long.Ten(10)v.recp nc tches ueae.ur 48 1.25"x .3125" in all three(3)legs of sill. Reinforcement: One(1)piece of 1.5"x 1.5" x.125" steel tube located in astragal stile measuring fvll lwgds of astragal. One(1)piece of steel bar stock.375"x 1.5"located in,interlock stile's mer;=3urir g full length of interlock.. One(1)piece of aluminum"U"channel 1"x .906" x .906"x 1.15" lc► 101 in operable panel bottom rails Your(4)aluminum angle brackets 2" x 1"x .1875"x .5"lesczted ar top and bottom of interlock stiles exterior,anchored to the head and silt with two(2)# 10 x 2" phillips flat head S.M.S fasteners,and attached to panel with assembly screw. One(1)as<raga: angle clip .750"x 2"x 2.5"x .188" located at the bottom of astragal stile,anckomi to sill wifr,. three(3) # 10 x 2" phillips flat head S.M.S fasteners.The fixed panels were anchoa ed tc,&-,inn.; frame with three(3)aluminum fixed panel retainer anchor and attached to pa~tcl with two(2)# f x .375"Tex screws in each clip. Additional Description: Unit tested with aluminum sill adapter 2.875"high adhered to outside-of si':wax-er den t leg,snaking water dam leg interior 2.580"high. Screen: Two(2)extruded aluminum screens measuring 48"x 94.875"overall .Cupe d and buttd ccxuer construction secured with two(2)# 10 x 1.250" P.RP.I- S.M.S fa' stenes-s in each corner. Fibcr,-ilam n=Iih with vinyl spline, two (2) spring roller assemblies located 6"from each aid of top and boacm rads. 0joe (1)interior and one (1)exterior handle. IAstallation: Sixty(60)fas cwn were used to secure the specimen to the woolen test buck. Eighteva(181# lo x 1.5"pWWps Sat head S.M.S fasteners in the head in nine(9)parallel rows of two(2)locate:i. 6",29",51",74",92",116",139"162"anus 184"measuring from left jamb to right jamb. Lightem(13)4 112 a. 2"Phillips flat head S.M,S fasteners in the sill in nine(9)parallel rows of two(2)located 6";29113.51"174",92",I16",139",162"and 184"measuring from left jamb to right jamb. TwenzY fbtz(24)# 10 x 1.5"Phillips flat hexad S.M.S fasteners,twelve(12)in each jamb in six(6)parall.,l rov�,i of awKo ') located 6",22",44",54",67",and 90"measuring frotn bead to sill. Surface Finish: White Comment: Nominal 2 aril polyethylene film was used to seal against air leakage durixxg stnsctural load,. Thee flm was used in a manner that did not influence the test results. 06/30/2004 11:14 4788642492 BELL-VIEW,INC 'DAGF: 05 Page 3 of 4 )Bell-Ylcw, loc. Report No CrLA479W-1 Performance Teat Results Paragraph No 'Title of Test Method Measured AUower{ *2,1.2 Air infiltration ASTM E283-91 .26 cfm/ft' .3 <;fm/f" @ .57psf The tested specimen raeets the perfonmcc levels speci_ ied in AAMA/NWWDA 101/1.S.2-9,, Measured air recorded in two(2)decimals at clients request. *2.1.3/4.3 Water Resistance ASTM E547-93 No Entry Nc Entr Y- @ @ 5.0 gpb/ft2 Four(4)five(5)minute cycles WTP=9 psf ASTM E.331-93 No Entry Nt Entr Fifteen(15)minute duration 'X'ested with and without insect screen 2.1.4.2/4.4.2 Uniform Load Structural ASTM E330-97 Permanent Deformation Ten(10) second duration Measurement taken at mid span of panel interlock stile @ 90 psf Positive .156" .30" @ 90 psf Negative .148" 3€.O" Also held for Thirty(30)second duration @ 90 psf Positive .178" .380" @ 90 psf Negative .245" 30" *2.1.8 Force Entry Resistance AAMA 1303.5-76 Test A 0" 11:." Test B 0" lr" Tcst C 0" Test D,E and F 0" Test G 0" 2.2.19.5.1 Operating Force AAMA/NWWDA 101/li.S.2-97. To Open Active paxW 25 lbs 30 lbs To keep in motion 15 lbs 2013 To Open Astragal panel 14 lbs 30 lbs To keep in motion l0 lbs 20 lbs *2.2.19.5,2 Deg�lazing ASTM E98743 Top Rail 50 lbs .018 = 3.6 % <100% Bottom Rail 50 lbs .013 2.6% <100% Left Stile 70 lbs .054 — 10.8 % <100% R4-at Stile 70 lbs .031 6.2% <130% *Reference CTLA 479W 06/30/2004 11:14 4788642492 BELL—VIEW,INC WAGE 06 Edge 4 of 4 Bell-View,Ina. Report No MA479W 1 Testing conducted at American Test Labs,6795 NW 17%h Ave,Ft. Lauderdale,Florida X3309 Test Date: November 9, 1999 Test Completion Date: November 9, 1999 Remarks: Detailed drawings were available for laboratory records and comparison tO the test specimer at tx{e tame or' this report. A copy of this report along with representative sections of the test spocim e:a will be ntai ned by CTL for a ptriod of four(4)years. T1re results obtained apply o:aly to the specir=testtd. This test report does not constitute certification of this product,but only that the above-test results were obtained uszwg the designated test methods and they indicate compliance with tlr:porferttaarto-t xtT*ements(paragraphs as listed)of the above referenced specifications. Certified Testing Labovatorim assumes that all kdbrmatioa provided by the client is atcnrat;and that du physical and chemical properties of the components are as stated by the manufacturer. Certified Testizig Laboratories,Inc. Christopher Bennett Lab Manager Architectural Division cc: i3ell-View, Lnc. (2) ALI (2) A.T.Lab (1) Ramesh Patti (1) I;il¢ h CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 � . U. INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026756 Date 9/02/03 Property Address . . . . . . 6 FORRESTAL CIR Tenant nbr, name . . . . . . 10X12 STORAGE SHED Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 1846 Owner Contractor -- - ------ -- -- -- --------- -- ----- - ---------------- SHUDA, THOMAS HEARTLAND INDUSTRIES 6 FORRESTAL CIRCLE 6203 ROOSEVELT BLVD. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32244 (904.) 777-4042 ------- -- ------------ ---------------- --------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 .00 Issue Date . . . . Valuation . . . . 1846 Fee summary Charged Paid Credited Due -- ------- -------- ---------- ---------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 Y 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 RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. J BUILDING OFFICIAL cc.. CITY OF ATLANTIC BEACH a-F� , BUILDING / ZONING DEPARTMENT -p e zo J 800 Seminole Road "} Atlantic Beach,Florida 32233 r ,«, ..•;- (904)347-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application# OZ3- 2(07 5(o C')C w,L, Property Address: (, Ec2gpmsTpcL �R Applicant: AE-AICEL-A K1.DI�y�R\�`J Project: [ DX I ZR +�D This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: L Date: �6 zc9 -? 1 City of Atlantic Beach 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • FAX (904)247-5805 http:/Iwww/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION,REMODEL-, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) ATE JOE ADDRESS APPLICANT ADDRESS Uj —c >c ( /�_ y�� PHONE: YO `� � ;- �'4 / LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER t' ZONING DISTRICT CONTRACTOR AA linsa STATE LICENSE NUMBER (_.1e U6(09(P 4 ADDRESS Ck PHONE 9014 3-? 7 01C)y3 CITY STATE r ZIP ' agq7 FAX 90Y 56(0/ DESCRIBE PROPOSED USE AND WORK TO BE DONE PRESENT USE OF LAND OR BUILDING(S) ' I VALUATION OF PROPOSED CONSTRUCTION Is this an addition? If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? _ New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OV FILL MARIAL� NO.,applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available... STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 + STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent, including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE._ Z fit✓ -'ri� I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND. CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTORaAw DATE ADDRESS AND CONTACT INFOINIATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME MAILING ADDRESS 3 as 3 3 PHONE o�tI(p a h'y FAX E MA ICL SWORN AND SUBSCRIBED BEFORE ME THIS I DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE � � - ��cla_(� AS TO OWNER; Y'P' Diane 3.Randall `... �•. Personally known s�.•••••��: Produced identification *. ;*: MY CCMM!SSl0N# CC930160 EXPIRES '• oil 2Q 2004 Type of identification pro `�.+' _I L�A-prTROY FAIN INSURANCE,INC `'UipStes Diane 1.Randall AS TO CONTRACTOR; r� ter • MYCOMMISSION# CC930160 EXPIRES Personally known April 20,2004 Produced identification ?R .'� BONDED TNTROY FAIN INSURANCE INC Type of identification produced 6/18/02 Lot /4 B/o k aAt/ai rz` c 1 ter.tz._VjZ1, llm t N-'/ --=-- 49 AS"RECORDED IN PLAT BOOK 3o PAGE__56_..___....._.._OF PUBLIC RECORDS OF DUVAL CO., Fo�R sr,��. cigcc E NORTH 0 �"- 85 to3`tate Roa�i9-/-A75f t v /3.4' /3.4' /�T�s/d�'r7Ce ry Q qD eaves) 7.3` /4 N s,a Stdvp r XJ 1 C N.69 031W 5"WY. TM., Cc: CITY OF ATLANTIC BEACH D. Ford S r. BUILDING / ZONING DEPARTMENT L Hi99ins 800 Seminole Road S. oern Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # OZ3- Z(,c,-7 56c, c�arJ2c1 Property Address: _(p Ec R'Rc5 t-rtl_. �i R Applicant: 44 E-ATCEL-8 r•1b =Dt)nTl::Zu6 Project: I C:) X I Z �R S4FD This permit application has been: a ---Approved Reviewed and the following items need attention: Please re-submit your app tion when thes 'terns have been completed. Reviewed By: ate: [it /4, e&ekL� f_. `�/anfic Beach Lljl d11aii Ml AS"RECORDED IN PLAT BOOK-5Q_�-PAGE-_56 OF PUBLIC RECORDS OF DUVAL CO., FLA. FORS...E�EL7_fth(�E�At_--------- _ !c'Of�'Fr'ESTi9�. C/RCL,-A- _ NORrH o '.25 E 65 to✓tom Ro,,,,, 7,5 ; b Off. N ,a� tti£ 30'B.S.4. rev ! Story .4 0 � 9.i S1t�op /• t c^ x cft Of mom mom a hlam" an/ ZonNy C X3 C q, � This approval verde 00111QNMa1 tlr� �' ` h'• zoning, subdivision and 011101 100a1 10111141 development regulations, W deft 11M ftnaMhl1b onrova' for the issuence ofP111" N 69 3 P W. 41117. -ionda Building Code and MI ofMr foco�. State and Federal pernNttill� )v,st he verified by signature of tfls CW ofAirh+t A act yuiinmq offs 'al prior to to iefWnft of a .,,6inc F-ermit. .5.,, ' Irpt ea EI-11 e a p FLY PAI 7-r ,E' I^�oo� t�EGK l3 2x9 FL.00P J0157 12"OC 05A K'oof Deck ftt3oVE Zx9 R T�K'S 4X4 o.c. U--o" FLOOR PLAID FLOOR FRAMING ROOF FRAMING SOLI -S �LIN6 IGS ��0 StJfNC�L�S --Z-liar i�_€3'fiorr bfr� ,/� Zp 96 over hon4 1x4 /��Rrr rrir7 �zx<t rOP Ptde OIG 5tdllk� G�t(C�ioRlll�l�g � S�- /ltf117%lKll?.�tIkJC 2X9 PcHom PI d o 4X9 treated Zx4 f'>oX 5111 lC'unr r� 2,r6 odor 7-,in LEFT SIDE ELEVA'T'ION , FRONT ELEVATION FRONT WALL SECTION IOr x 12`x IP ofl-WE E57-ATS S 1995 Heartland lndustrlos, inc. ° g��f7 Alt Rights Reserved A A T E R N A T; S US E C 1-5 X 15 A 3 S P A D 5, A IM A N U F A C TI J R E D 3 Y 17,40 F 'C` `—!;0 7-i S 1_N'G F:--,,N 55"S—E 1141 A r3, 1 -01 IF -�ALLEDrtlS—C!3:;--�-A--r',OR:)"ti'--t:-71�,! -1: � - -- .1- �, i, OLIVER TECHNOLOGIES IN"U, 1-810C=284-71—,�Ie.17, PROVIOED SAMEE IS 1,115 ANUFACTURER'—`;:5 RECOMMENC)AT,I-ONS, AT ABOVE SP, 4' CENTER TO CENTER UNDER EACI�H SKID 15 1-10K�,*Y 518"ODX TREATED PLYWOOD SHEATHING GRADE 3M'058 BOARD NAILED N`OTE.- FLOOR DECKING AS REQ'D. > of FI-a��-DECKING 73 ',418d NAILS S 33"'O.C.TOP&BOTTOM=-CGE L: FLOIDR JOIST W! NAILS.:;" (T OP&BOTTOM OPENINGS!&6-O.C. 1,124HEN MONOD-!-HiC S LAB i&USED,-1 hi!'S;LOOP. T, C. 00- 8d NAII O.C.@;z EDGES&12 1'r-ERMFDIATE SUPPOP TST�CP SHEAR v ALU Ej;- FRAMING.S NC 7EQUIRED iNTERMEDIATE SUPPORTS 2X4 STUD @24-O.C. SEE FLOORING DETAIL DVPn.NO.104 1 2 TU 0 @,6 X4 S -O.C. SEE GENERAL NOTES ON DING,udOJW I r7 15 BARNS ONLY : ;� < 9.7�XISTS Z-0 C rTy- 2;4 aOTT01V PL1-1- ALL MATERALS AND LABOR SHALL ME-- OR EXCEED APPLICABLE LOCAL CODES. SERE JOTS-TO BOX 3 iLL WIT16d NAILS,2 EACH J0I57 3. ALL LUMBER To BE No.2 GRADE z "12"X3-ii2l LAG SCRFI.-Ai-HRU SOUTHERN"YEELLO'PINE OR NO.2 SPF—U HLESS OTH E RMSE 4X4 f-..RUNNERS SEE-'%HEDULE BELOW 30"SINGLE HELIX ANCHOR MODEL SPECIFIED OR SUPERSEDED BY T05 rOX FLOOR APPLICABLE SEE PAGE 7 JOIS770 RUNNERS VITE-30 AS MFD.BY TIEDOWN r. W12-il NAILS @ aACHIII k--,E.NGINEER,ATLANTA,GA-ON 4. 7 IS FLOOR FRAMING PLAJ1 IS FOR JOISTRUNNER IN T ERSECT SIDEWALLS ONLY WIIN 24'+1- 'HE HEARTLAND INDUSTRIES,INC. lift—=1111 fill OF CORNERS SEE ANCHOR DETAIL DELUXE ESTATE YARD EARN.ANY DEVIA-NON 8"N'xis-SOLID BLOCK, 10 DEGREES TO VERTICAL IN THIS PLANE F,-P' ISSTR(CTLY PROHIBITED VVITHOUT THE < I HEARTLAND O-m(Ty-)@ EACH SKIDFOP,EXTERIOR WALLS GREATER THAN 8'FL-A.T-vTSF PRIOR APPROVAL OF U) BLOCKING REWD IT PANEL JOINTS.SECURE BLOCKING INDUSTRIES,INC.AND/OR ENGINEER p 0 P-T-BOX SILL V412-1 Gd NAILS EACH END.PANEL JOINT IN CENTER z SEE SCHEDULE BE;.OW 113 OF WALL 6. IN THE EVENT OF A DIMENSIONAL OR MATERIAL DISCREPANCY,NOTIFY SHFAniwc-Gp-ADE 318"csE BOARD- FLOOR FRAMING DETAIL HEARTLAND INDUSTRIES,INC.FOR I T NAILEDW/Sd NAILS @ 3-O.C.TOP&B0770m -PiE CONFLICT. rl-� 'I R SOLUTION OF �%E'T.F,.&BOTTOM CIFEMNGS)a 6-D.C.@ SEE NOTE No.1 1�5 ROD 3"FROM 8070M . 'E, TF SUPPORTS. T Umi 'JU .OR SHEARVIALL VALUE) S.END WALLS DO NOT REQUIRE SHEAR MAXIMUM ANCHOR TIE DOWIN LOCATION 2�,4 STUD @24"O-C. I 2X4 STUD @16-'O.C. CUPS Of NIAST RAFTER SIDING IS \1 i < 16 BARNS ONLY US ED FOR UPLIFT ul I"- 110MPI'{ 61+/-OCMAX 4"CONCRETE SLAB 2500 PSL W/FIBERMESH 12"X8"J-BOLTS-32-O.C. LU 120 MPH 5'+/-OC MAX F.T.2Y4 BOTTOM PLATE 130 MPH 4-+/-OC MAX NOTE:130 MPH WILL REQUIRE AN LSTA 12 E"70 GRACE STRAP TIE FASTENED%.4'1100 NA!LS AT EACH SINGLE HELIX ANCHORMOOE5 La WALL STUD WHERE ANCHORS ARE iNSTALLED M7E-36 AS MFD.BY7iEDOWN I —J ENGINEER,ATLANTA,Gk OIN SIDEWALLS ONLY WAN 11V OF CORNERS&6'+!-O.C,VAX DELUXE ESTATE YARN EARN ALTERNATE FOR FLOORS q LESS THAN 400 SQ= FT SEE NOTE NO.4 BARK EARN LENG7H 14X4 P.T. P.T.JOISTS REMARKS YBD7A. a, RUNNERS < REG T ZX4 0 3 REQ111% 4- ul F t 2 s D-7 i CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PE .MIT 1 ? ! N ATI I pRMATION 7 Address: 5 FORRESTAL CIRCLE Permit Number: 2190NORTH ATLANTIC BEACH, FLORIDA 32233 Permit Type: BUILDING Class of Work: REPAIR Township: 0 Range: 0 Book: Proposed Use: Lot(s): 14 Block: Section:0 Square Feet: Subdivision: AB Est. Value: Parcel Number. i FORON Improv. Cost: 500.00 +I3WNER INIA�'I Name: THOMAS SHUDA Date Issued: 5107/2001 6 FORRESTAL CIRCLE NORTH Total Fees: 25.00 Address: Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Phone: (904)246-2841 Date Paid: 5/07/2001 —(-- _Work Desc: REPAlR W D AROUND FRONTIO OR` D,FOYER ij LIGATION=IFS POPE RRTY OWNER ,, � � FRI4AIT , 3 � 25.00 ti F T �vM .' " FINAL z NOTICE=,INSPECTI 4 ST BE REQVESTEp A7,LEAST 24 HOURSRR `t T�NSR CTION BUILDING MATERIAL�RUBBISH+ " W iS FROM THIS WORK MUST NOT BE CED INP BLIC SPACE,AND MUST BE CLEARED 60 AND HAUL , WAY BY EITHER CONTRACTOR OR O ER "FAILURE TO COMPL;�NWITH'T "RUCTION LIEN N RES T IN THE PROPERTY OWNER PA84NG A E OR S" ISSUED ACCORDING TO APPROVE HH EaPPtT tF P AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO U W � it �`. a f 425.00 14 Date: 5/07101 lil to eipt: flfl548do ATNTIC BEACH BUILDING DEPT. CASA y � v CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS, MOVING, DEMOLITIONS Owner(s)_ Job Address 0-C' LIE Phone 21 41,� —Z r Y I Lot#_ i Block or Unit# Subdivision 07`t-` Nam t� 1/1 L&rd Contractor 57.E K-a-f State License# A4 Address .�/3y2� Phone City State Zip Describe work to be done p goagic— o A) Q c4-,r-sy —c 0/—" f=e o-✓T Present use of building 0&VA7lz- Mom is Valuation of Proposed Construction -q 6-00,, 122 Proposed use pkiyn--M ApM1s- Is this an addition? K/p If yes, what are the dimensions of the added space: ft.x ft. Will the added area be heated and cooled? VI1 D New electrical (or increase) A 0 New plumbing fixtures? 00 New fireplace? 00 New Heat/AC? 00 SUBMIT THREE (COMMERCIAL)TWO(RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. f Signature of OWNER_ kof - _--___ Date: Signature of CONTRACTOR Date STATE OF FLOR A COUNTY OF Gll� Sworn to (or affirmed)and subscribed before me this day of . 200/ AS TO OWNER: Notary's Signatur r ❑4roduced ersonally known sc°7T Identification % 'Ay Comm Exp.5/26/05 No.DD 00667 Type of identification producedc�- t I F«son+1N !"(dwM 10 US A/ V—�- 01— Swom to(or affirmed)and subscribed before me this day of 0200 AS TO CONTRACTOR: Notary's Signature 0 Personally known ❑ Produced Identification Type of identification produced } CITY OF Afcta4z be4d - hada 800 MUNOLEu ROAD ATLADMC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 CHAPTER 489, FLORIDA STATUTes, PART i 'CONSTRUCTION CONTRACTING' REQUIRES OwNER/Bu1LDER To ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTIoN 489. 103(7). FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURMELF. YOU MAY BUILD OR IMPROVE A ONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL.BUILDING AT A COST OF $28,000.00 OR IESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR L.FASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT R FOR SALE OR L e Asa, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSF=D PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST Be DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBIUTY TO MAKE SURE THAT P£OPtE�MPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THc R Qwf4 p190PERTY WHEN T NS FOR PERSONAL OR FAMILY USE. AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER $2,000) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HIRE UNLICENSED WORKERS PROVID60 SUCH WORKERS Be UNDER 'DIRECT SUPERVISION OP THE OWNER, WMO MUST BE ON THE JOB AT ALL TT}IES WHILE WORK 15 IN PROGRESS BY UNLICENSED TRADES PEOPLE.' TNLS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY MIRE, THE BUILDING DEPARTMENT SUGGESTS WORKERS COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS THE OWNER. OWNERS HIRING v5mmRS BECOME w4in"wYERS AND SHOul-D ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1 099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES, UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NQ, 455-228(1). AN, 'QccupATIONAL LICENSE' IS NOT ADEOUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY 'CERTIFICATE OF COMPETENCY'S OR THE FLORIDA 'CONTRACTORS CERTIFICATE' TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247- 5826) IF IN DOUBT. I HEREBY AGIWOWLw=THAT I HAVE READ THE A90VE DISCLOSURE STATEMENT AND THAT I cOMPLY WITH AL1. THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERINIT. PRO ERTY OWNERMUILDER d Z&�� , - ADDRESS TELEPHONE SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF /'( �� -�j — — 'fL%C�GUL.c,P NOTARY PUBLIC �' ` LAURA SCOTT NOTE: PHRASES UNDERLINED ABOVE MY COMMISSION EXPIRES: ;. '\MY Comm Exp.5/26415 ARE EMPHASIZED BY THE BUILDING No.DD 006676 DEPARTMENT. I I P&,WWIY K-MM 11011M I.Q PSR-3B44 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH I PERMIT INFORHATr�6N - --_-_-- LOCA'TION INFORMATION. ----- __- Permit Number: 13551 Address : 6 F'CRRESTAL CIRCLE NORTH 1 Permit Type:KUMBINo A'TLXNTIC BEACHs FLORIDA 32233 I Claaa of Work:ALTERATION, __„ .. __� » LZOAL D SCRIPTTON 'onstr.. Type:WOOD FRAME Block:, Lot Twp: Cf Proposed Use:SINGLE `F'AMZL,Y Section. 0 Bubd: Rnq: 0 Dwell ince: 0 svbdiv. aeon: Est . Value: 0400 Improv. Cost: Total Fe ' 25.00 NR Amount I5 f t # i 6 � � s IoM .� r �:...._ APPLICATION � .` ' _ Name �, 'hti PLR #I fl{? Asldr r,.a CLE NORTH � ��}} �p+Y{ 'Y m r�ry y� �y ty tjy�}� B C Tr LORR.R 3JA w,rii�}C i�� � I � � 3��p " �a� "x �`�'+ ' ,;Pya:{'9 d.S"' �I�•i tiA F a ; ` ` ya¢ d � t�r A* J, ; a.N, *` Fw §,' i icn. r4 A R ORMAT I ON Name A o A P. ' UMB ISO CO ms"A At�drl. --P C 6 a t R JACKSON FL 32245 I Lic{" CF1919 Exp. ! f � ttr`' � a�. '. a:mp'd `iw p„a>rp!'S"ed^•'1V9d'A< tRfww-. &j �'' L : a„ me Fa4m A r v f6ttix°'3KdP w M Rh �°. NOTES:' j 1 i e NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PE.FiMIT VOID SIX MONTHS AFTER DATE OF ISSUE i BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE,PLACED IN PUBLIC SPADE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO, COMPI Y 1AlITH THE MECHANICS' ,LIEN I.AW GAIL #RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILQING I RQ'1� MENT3.. `iIUEGI AGCC?RC31NG TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT d. "ll1T#QN OF APPLICABLE PROVISIONS OF LA 1W �. f e CKs 4tt..ANTIC BE BUILDING-DEPARTMENT $11�8893"c21 8 i y CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT • JOB LOCATION: %v�¢�A5 �l 7-1 OWNER OF PROPERTY: 11f CONTRACTOR'S PLUMBING CONTRACTOR: e 2 �-5' 11 CONTRACTOR'S ADDRESS: STATE LICENSE NUMBER: Cl-G' TELEPHONE -Z HOW MOY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE = $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. DEPARTMENT,OF BUILDING i CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. "J'"" PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date &'!;<.a13s% 29 1--9. 23 Valuation$ Fee 3 This permit not valid until above fee has been paid to City Treasurer, and is sabject to revocation for violation of applicable provisions of Lw. This is to certify that III No Pet" — has permission to build "N' ux1 @!?IM1111tYi1 air OIr dLtiosiug Classification Irt ii=A ak m&& —Zone Owned by john ne1yor Lot 14 Block 2 _S/D AZDZR House No 4 Fgt#astal 'C`.ilI l** "9% V*Vtb According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE x Poo ► O Building material, rubbish and debris Z from this work must not be placed in public space, and must be cleared up and hauled away by either contractor or owner. Building Official. FOR.OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER k WATER --777777777777— DEPARTMENT OF .BUILDINGFOR OFFICE USE ONLY ITY OF ATLANTIC BEACH, FLORIDA Date 19 Permit # ee $ Application for Permit for Valuation-HOUSE # '0 "�`S w Miscellaneous Alterations, and Repairs Cl+/'*+ ► DESCRIBE: (State if to repair, alter, add` to or move building, erect awnings, signs, etc. ) Building • L No. -- Blk No. Sub.Div. )kddr19n ess v �w►7rCIS" X Valuation $ �d'' ►+►* +1"' „} Owner 's Name iTOAX=. C UILDINGS AND OCCUPANCY Building Useor Business What PlumbingReside done? ..- Size of Present Bldg. Si.ge of Extension Lot Size No. of stories no �a ter 3 tered.." , Materia . of roof Material of Breaent Building Material of Exteniniop . 0CES$AA,Y: .PLANS TO 13E SUBMITTED HEPSWITH OIL BURNED'. OR GASOLINE EQUIPMENT Name of Oil Burner or Gasoline Pump Tyge or Model Name and`Address of Manufacturer In connection herewith, application is also made to install: gal. capacity tank(s) made by of ' a . ? metal ground. (Name o Manu facturer) ,U,-d--"a or. Above) (Under or Above) of building -,For- ns e or uts a ams o urc aser FURNISH DRAWING` SHCWING ENTIRE LAYOUT ON REVERSE SIDE OF THIS BLANK .SIGNS Size Classification ' (State �7het er ground, L oof, wall, projecting,banner) Material of Construction _ Illuminated? Type of illumination (State we er Lamps- or eon Will sign be over public property? ;G SUBMIT DRAWING SHOWING CONST2UCTION pF ST'GN AkM? METHOD OF HANGING WRITE ADDITIONAL INFORMATION BELOW (For_ canvas awnings provide dimensioned drawing on reverse side) IMPORTANT NOTICE: In consideration ofpermit given for doing; the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in Qccordance with the building`regulations of ttjie City of Atlantic Beach. (Souther S a d Building a)�» Signature Bui er or a '� '" " . " Addres Phone No. 0002389 DEPARTMENT 6F BUILDING CITY OF ATLANTIC BEACH' PERMIT INFORMATION - -------- LOCATION INFORMATION Permit Number I 23al Addreaa s s 6 FGtftR>EET.AL CIRCLE NORTH Permit Types BUILDING: ATLANTIC BEACH, FLORIDA 32233 Class cif Works REPAIR ---------- LEGAL DESCRIPTION Constr. 'Typal "/ Lots 14Block,: 2 Sections �- - II Proposed Usa$s SINGLE FAMILY Tc►sfnahips RNt3s O Dwellings; 0 Cedars O Subdivisions AS eativanted Valuot ear tO,0O Improv. Coats *Q.Ota Total F*op t ,407. 50 Atltc►Ltt1�C H<°� '• 50 Dates J`01*T. .Wor . 011 A �iat18 , . TIt �+ S� H ---------- AM Et!►TION APPLICATION FEES ----- me! PERMIT $7. 50 Addr4e a , TAL. IRCL> NOtTH IaFAT L15 'l4kCT E) k so a30 �Cf r '�..tC��� '� Al a„�1;; F"L.OR�:i�l1� 12a� � ��!����„� 1� T,� �F'E,F�. .�ti������ �...: , !C"I`YQ. 'L s t'"'Ia1AT �$ !s+ �`'�Td's°'� 'r., IN RADON GAS-N• R.S. *O. QO GRA R: OR lA9"IO I RADON OAS 5% �fl.C1aD Hamel f�R 'Ii RSEARS ...�. . VAT9R TAP 0_ ._00, Addy xas a 3333 H, CAtl�d►L. TRIS" SEM R CTAP $0. 00 JACK LE, FLORIDA 32209 HYDRAULIC SHARE $0. 00 L3aMasaars rCQ453 Ty,par•x 1 RP.-INSPECT FEE - 00 a a A, ENGINEERING F� #a0.C1O 3r t 'P x , a*t r m t uaAti OTN� 0 NOTES:; NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED,SEFOREPOURING PERMIT VOID SIX MONTHS AFTER DATE.OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AID MUST BE CLEARED UP AND HAULED`AWAY'BY,EITHER CONTRACTOR OR OWNER. ('FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING 11�PRt�}V N�" II IT IN : 041 I. } 4 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SU O REVOCAT .1*OR VIOLATION OF APPLICABLE PROVISIONS OF LAW. DOW ATLAI+ITIC H.BUILDING,` ARTM NT 4 CITY OF ATLANTIC BEACH APPLICATION FOR ROOFING PERMIT BUIL61NG OWNER -/�-,0177195 V PHONE JOB ADDRESS 6 k I- f e S Ci C` LOT# 1 y BLOCK OR UNIT # ca? SUBDIVISION6e,,.A CONTRACTOR z� G;47 17. PHONE T ADDRESS 3 3 3-1 rt` C.Qad/ J} LICENSE NUMBER CCC O--'5f6 3 EXPIRATION JOB VALUATION $ MATERIALS: .5- SIGNATURE OWNER DATE SIGNATURE CONTRACTORDATE L �2oz 6 CITY OF 800 SEMINOLE ROAD _ ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 August 23, 1994 Mr. Thomas Shuda 6 Forrestal Circle North Atlantic Beach, FL 32233 Dear Mr. Shuda: our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: 6 Forrestal Circle North a/k/a Lot 14, Block 2 , Atlantic Beach Villa Unit 1 RES171764-0000 Investigation of this property discloses that I have found and determined that a public nuisance exists thereon so as to constitute a violation of City of Atlantic Beach Ordinance Chapter 24, Section 24-163, parking and storage, i •e• , travel trailer parked in front of front yard setback line (trailer may be parked on side of house) . You are hereby notified that unless the condition above described is remedied within fifteen (15) days from the date of your receipt hereof, this case will be turned over to the Code Enforcement Board. Under Florida Statute 162.09, the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500.00 per day for a repeat violation. Sincerely, Karl W. runewald Code Enforcement Off ' cer RWG/pah Enclosure cc: City Manager CERTIFIED MAIL RETURN RECEIPT REQUESTED