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Permit 440 Garden Lane 12/ 11 / 200:3 03:36 3544736 BIG D WINDOWS PAGE 07/07 Dawkins, Inc... Big D Building Center \Q� 5 • f Atlas Building & Components c / P 4, � 's`i�k,..' P.O. Box 40706, Jacksonville, Fla. 32203 vp k ) ■ e s N CliAti\ FAX COVER SHEET e o' o (1 x • Send to: ft From: I. l Amin . C. N,(`i S reix. toxic.„r , Attention; U . -r Date: Acopes ifa_8-03 Office location: Office location: kAucjiNeer,NS W i /ID oi.) - Fax number: Phone number: 90 7sq -ac: E Urgent deply ASAP Please comment p Please review El For your Information Total pages, including cover: I SC dun.) U Asrrvl I30O Cj ASS Q,eport c - 7'4.e comments: x o 11 0.0;w lv w iArD o w s. --Ai 5 tD 1 I N2 I efite PA ss an I Vii NNe Ise 49 , r;V cf'� 19 -0 1 - , W1 3 /5 7 X 'f8 /i s114 . i ;-- x"1 x as /L /3a :►- Sill )5 )/ .„ C- ' / /a )/ 1, s ' i . i .444 a 1 '/a x as 3/3a Auto ems( .0,0 . i� w ,� i 3 New /�� _ a 316- x 5q `/a, '/i 5/M w ;itn 0 I /a x 2� /32 A�.' .1 a 3' /a x '1' /a, 1 / sIN w 4 a Pia x as ' // re'l° . -- D3 '/a x 5`) IA I LT P. Lt.) ;4H c1 .' /a x 57 '/a 'Ie ' re . 1 1. -1' / x 47 '`/ I '-T P.") . a) : q5 x q5 ' / ' /di' " AAhoeA/AC, powc, yoe Dawkins, Inc. (904)...8B -3104 • Big D Building Cantor (904) 350 -6611 • Atlas (904) 350 -6626 • FAX (904) 354 -4736 ---,- --wzipgyv DIVISION (909) 350 -6631 • FAX (904) 354 -7343 Received Time Dec. 9. 3:38PM , "" 12/1Y3/ 2003 03: 36 3544736 BIG D WINDOWS PAGE 01/07 • D_O8 Dec -09 -03 06:36A Glass Load Resistance Report December 9, 203 Qiazinq Information �rnipc:t a�tails Edge Support: 4 Sides Project Name: Glazing Angle: 90° Project Location: No cgrpo.A 1-40 . Llte Dimensions: Comments: Width: 45.51n. u.)■toauv.> I L\ I r,J. Height: 45.6 in. ass an !.ion Double Glazed Insulating unit Outboard Lite: ( Annealed) Inboard Lite: ( Annealed ) Nominal Lite Thickness; 115 In. Norntnal Lite Thickness: 118 In Shop_ o -d Duration =.. - nn•• -nc Dna ri Rio . Data Load (— 3 sec.): 33.1 psf Wad Resistance: 55.1 psf Approximate center of glass deflection: 0A5 in. Conclusion Based on your design information, the load resistance is greater than or equal to the specified loading. S2t�amAn1 of r`ntndian Procedurfa followed In dotonnining Me reSitstoneo er this window glees are in accordance with ASTM':130002. 01RehUner. Ina sateen can be uMd p dwNn.dne the lead resistance et specified Orris types 1: b erica, *NMI leech d ahem er lone &teeth wbiecr b Rre follvwinp to r100", • The pleas Is hoed edge and Sweet *MAW and tie been artaely ahead in the opening in confamance wm1 the nranrAeel rem reeommanderan. • Procadurel east m delsontne lo.d resistance rep reoanOular 4 enasrnbll.e tlrel ne a. °unanfouely seppmse0 se mar eq�ee, h, taorMYwouelr suapordd olonp lona.bass- o, coo nueuety Impeded on tra Fondle Wee, OM e. conamioueh wppabrd.bna one eege. • The schwas user hea the raspona4Wlly of telaedng the een.et procedural for die required eppacagon Item me crornrern • The aIryMU of 'withal' wpponinO any gets WOO 11101111b e 11105$011i mat under assign loud edge be le:Pons was nee .rceed L/175, *trera L denuia RrR Went of the eappere.d edge. por ewer 6mNng common oral mey Walt', now to soden 6 or ANN E1900 w hail beheld coder. Neither GM MC eddarlt as and nom Soria Ins any responsibility far any p. tkalar ferule *awe D the Ices of are Wnrdow Olax.Oeelon -240z e n Norm% CO and POMC dledalm any aability fur any peM 0*$ Inprry of any kale damtye of AMY MRd. Indudmg all Mesa. spools s sequer0M singes end lea Drente, angina wt of Or mating Is die we of are Window Gees Deegrr2002 Software Pfe rawrk Prepared by: on 12/9/2003 Window Glass Design 2002 - Version (1.11 Copyright to 2002 SDG, Inc. Page 1 of 1 Received Time Dec. 9. 3:38PM 12/ 0 /21 3 03:36 3544736 BIG D WINDOWS PAGE 02/07 P.07 Orr_c -09 —O3 06 :36A Glass Load Resistance Report December 9, 2003 Glezinno Information Proi t Deta Edge Support: 4 Sides Project Name: K x r i a 7 - G l a z i n g Angle: 90° P r o j e c t Location: 4 / W o G" ' ' Lite Dimensions: cc mments: Width: 21.5 in. t; ,t;Akvaac.ri_e., a3 x 5/'/�. Jur . Height: 57.5 In. reA- • Dian COnstruckion Double Glazed Insulating Unit Outboard Lite: { Fully Tempered ) inboard Lite: { f=ully Tempered y Nominal Lite Thickness: 1/8 In. Nominal Lite Thickness: 1/8 In. Short •.�. • D re i • n Res'stan - • Deflec • Load (- 3 sec.): 34.7 psf Load Resistance: > 210 psf Approximate center of glass detiection: 0.2 in. Conciu - i • Based on your design information, the load resistance is greater than or equal to the specified loading. - ' u ' 1 1 •Ju , Procedures tattooed In determining the resistance of this window gteae are In eocadenoe wfh AS1M E1300-02. 1rr vollwato be yBed desanwlrre the lard n&alanoe er spec'diad gtsa.trpea =posed to uniform lseml lead• at whoa sr long dies** eub)ect to the Mowing condllone; . me plate wipe at saps sna atom Manage anti his been pommy wad in the opening in contorrnenoe wish the nutada em reeanme. dlenr. - ploeeautw arm 1a doe nine toed neseanee Ioe reetargul.r glees a eemWws thy ow a Calfmuorlcly seep•d.a elms ell tour wiper, Coridnttoesly supported alv+tp Wee sags•, a. cortruourty supported Amy two pu+Mr1 edges, and d. Continua/eV eul eased Blom one edge. • Tea *Mem ,bar Me s* Iesgn l Cf a selsnbag era comet ceecetturee forme roquinla atonaaden horn o. edhrgn .The, NMnaaa of mambas swoons any alas* Was OM be eumerent or under assign Food, sags dettaatiefle.) Mal not Bseeed 1)1 t', seem 6 donee* that length of the supported edge. Fat meet waging commons mgt may apply, rarer at Seem S d AtTM 0300 and IOW building madam Dearer sob nor PaMC guarantees and arch disclaims anyttevoncibMity bran pudenda, moues .ahai g to the use ar the Mato* OW* Design-2M Solemn Proven. 9p0 and POMC dleclelm •try l+teay lot any personal IeuJruy re airy tors or darner of any kind, MAN au location 0 *aolol, a aaas.aurdlal dermges sod IoM prom ammo; ;mat at telatlng is thaws it the Window Ohm Design.= f3sr ole% Program. Prepared by: on 12/9/2003 • Window Glass Design 2002 - Version 11.11 Copyright 2002 SD©, Inc. Page 1 of 1 Received Time Dec. 9. 3:38N 11/09/2003 03:36 3544736 BIG D WINDOWS PAGE 03/07 Dec -O9 - 03 06 :36A P.06 Glass Load Resistance Report December 9, 2003 Gla zinal Informat�4n ?roiect_Qetils ..,sass . Edge Support: 4 Sides Project Name; Km- - ' r4(- Glazing Angle: 90° Project Location: !o (4rt t - Lite Dimensions: comments: � \wpz 5; �3' /a X +F7 /A '/l sill TEA-0E . Width: 21.5 in. Height: 22.0 in. Glass C Double Glazed Insulating Unik Outboard Life: { Fully Tempered) Inboard Lite: { Fully Tempered } Nominal Lhe Thickness: 1/8 in. Nominal Lite Thickness: 1/8 in. Short Load Duration. Resistanc and Deflion Dates_ Load ( 3 sec.): 34.7 psf Load Resistance: ' 210 risf Approximate center of glass deflection: 0.08 in. COnGi llsion ------ Based on your design information, the load resistance is greater than or equal to the specified loading. Statement of Compliance Proeeduree 1*$owed In determining the reafaionter of Me window ghee are In accordance with ASTM El 900-02. asct.inxr: Tate Wavily an es wad b &Awe ,* Ins bed re a arms or sweet' pew hpe► loptood to untromr wont bads af that at kap duration subtset to the 1000000) eee00e000: 'The OW* h het of adds and MAIM dlnloos sin lase been morn owed in tiw opening in o 1M? ! with the Inonutootutwo NMnlitwodal10r16. - Pnxaddles gout to deterfnlne bed mistimes fat rocanoulat slow wsntblNs Ono ow o . Cu i iIWouelyou)per d Moog ill tow wipes, e. Continuously atom Wan son“, a, C00140001. uu $,04eed slang two ge W 'dm, and d. Calfirtuduay wopaned Nei one edOs, - The settwsn last nos Ire responsibility of solemn the maw Pteedutea lot Ills Ipultsd noplieatlotl Rom e. aolhver.. . TM wawa d members eluppemtg any peso edge shell be Iumebe1 plot undIf amigo Ipso. edge dalleoaora mad not suaend 1./Ink wbsra I. ogees* 111$ Mee d dls e14p0ersd oda& Tat ether IlmMra cordtiont "Away may hope, lelr to Section 5 of AS= E1300 Ind beet building cadet, neither SDG not PGMC gUOIMlses end sedt di al.' any reegeeelb1sy for wry p riku6. nesulle *Ong b gee was or the Window OWN Design-2002 9dtware PMptarn. ace end MAC dIeelson my liability tot any perasnst IryuIy or any lass at dames of any WIM, including all anima. week e► turesquential damages and IoR verb, 'perm q tort et a ereaeg to the pee acne window. Gaeta benign Sohn+ Program. Prepared by: on 12(9/2003 Window Glass Design 2002 - Version 11.1) Copyright 02002 SOG, Inc. Page 1 of 1 Received Time Dec. 9. 3:38PM 12/09/2003 03:36 3544736 BIG D WINDOWS PAGE 04/07 Dec - 09-03 06:36A P.05 Glass Load Resistance Report December 9, 2003 Glazing Information Proiect Details Edge Support: 4 Skies Project Name: gtt*s1 Glazing Angle: 8O° Project Location; coo ( rze.ea i-6 . Lite Dimensions: Comments: Width: 21.5 in. wllvDO •� �r�� a3 //a X 5`j' / '/i Weight: 28.0 in Glass Construction Double Glazed insulating Unit Outboard Ute: { Annealed } Inboard Llte: { Annealed } Nominal Ute Thi*Mess: 3/32 In. Nominal Lite Thickness: 3/32 in. Short Load Duration. Resistance, and Defl99, on I __ Load 3 see.): 84.7 psf Load Resistance: 108 psf Approximate center of glass deflection: 0.18 in. Conclusion Based on your design information, the load resistance Is greater than or equal to the specified loading, ..l.11-I • •H'4t %) Procedural followed In delernllydrtg the reactance or this wihde r Srlagst sM In feeerdenee vvat ASTM El 3oo.O2. Disclaimers The software an be used b d.hnerdne the loud raaletenea of rpeaTied plats hpes wefts is oaken laical bads of saner fool duration whim to the following oor a eons • as plus ra see or edge and sucrose damage and has been properly glued In ire sweep in caffor nanoe'Afro the manufacturers reoommendvdors P ooeduea adatb deeennk. reWWnce fOr wnrolgulsr gletc eleeeIb iee eve ore s. Contour** supported along all bur Woos h. Continuously supported along eves et ewrrt c Cordroueualy aufatafrad Moro two parallel edgea and d. Continuously uuppaeed alma one edge, - The software user has the reseat9abili yaf selectee the veinal pmcedur.a fun the required app4060o0 iron the Whoa • The ettfMeea or nwllhars auppeesro any sera wigs .hen be outnd■nt t under design toad edge dells:U a shall ma issoaad L/175, waste L denotes tract Wort of the suppertd Osa, Por otter Ilmndng oardlJon* ern may sgVty, odor to Sootiest 5 of ASIM ES and 10061 DUII01ag WOK Now SDO tea POW ouseenesee and saoh dl.alaams ray resporlealap tor eel pa teauler rotate Metro el dN um of the Window Mae D egro2002 Sobaue Proems eon and POW da.caahn any IjabIGlyfur any pamaal injury at any tat el domaga of any kind, *Wog an Indirect, weskit a eeeeeeeeeeel dome re and tetras* mane art or melon to the used ew Window aim Deslyn.zom a ltwsto Program. Prepared by: on 12/9/2003 Window Glass Design 2002 - Version 11.1} Copyright C> 2002 SDG, Inc. Pogo 1 of 1 Received Time Dec. 9. 3:39PM 12/09/2003 03:36 3544736 BIG D WINDOWS PAGE 05/07 Dec 06:SSA P•O Glass Load Resistance Report December 9, 2003 Glazing intorrnataon Project Details E dge Support: 4 Sides Project Name: 0.4-5-12a-.- Glaring Angle: 90° Project Location: o (pate" -" Lite Dimensions: Comments: width: 21.5 in. t s )ze_ �3l6 x'�ti i1a t 44P Height: 22.0 in. Mass Construction Double Glazed Insulating Unit Outboard Llte: ( Annealed ) Inboard Lite; { Annealed ) Nominal Lite Thickness: 3/32 in. Nominal Llte Thickness: 3/32 in ,short Load puration. Resistance, and De "o Data _ Load (- 3 sac): 34.1 lost Load Resistance: 132 pet Approximate center of glass deflection: 0.131n. Conclusion ,,.._, Rased on your design information, the Toad resistance is greater than or equal to the specified loading. Statement of Com:1I811W - Procedures followed M determining Ma nmletence 01 this winches glass are Si accordance te1th ASTM E1300-e2. Disclaimer: Teri. neve t con be wee to determine the l...d residence dsoedried atop loves moose* to vnnorm Ieretal Ioade et abort or Sono duration subject to the Vollosing wndbonw; . The ;leer >. bee d rrdpe and sudeoe damage And hss been prepnlY glued In !Meowing in contamuner *1 the etarnAaolurvv ivecentnende1one. • Procedures odd to detennirra iced esmNnce ter rectarodif 9N+ae.sem611511 and are: a. ConSnvovatysuppartod along sN kV ado% b. rxeinuouNyeupppb slew One edges, o. Corelnuously supported alone 1* parallel .does, and a. Cenanuouely auppodad along win Woe - me wows oast has the teapaesibl1Ny et eeiec5ry 5* mi pnxedegea foe the matte* appsesiert flan t Icons. • The "Moen of member, aupporinp wily pies ado• shwa be eullfdern e under deep Ic®, odes 0.1le.lMegrs 00II riot Mooed what° L denotes their tenet d the ouppo led soya, Fes artier timibnp annditlons the may sooty, later to 8ecnoe 5 el P 5TM Et 1503 one beet tui *N 0 codes. Neither 8170 nor PGMG gueraraess end each totalJNna any reeoorenenny for any peloaner mule tetaanp to the ese d eta Wroclaw Glow Dee gn,2002 Aen..wra Prepgrtr. ma and PGMC dbddm any eat*, try dew Pataence injury of any lose of mss deny Mod. Include* as Mass, eosaal, or consequent* ea1nagee one lest profile .d•ing out of pi nle0 g b the UOe 01 104 WMldow Olees Oeeroo-2o02 9ertnsre ptorem. Prepay by: _ on 1219/2003 Window Mass Design 2002 - Version 11.1] Copyright 0 2002 SDG, inc. Page 1 of 1 Received Time Dec. 9. 3:38PM PERMIT WORKSHEET Certificate of Occupancy) Job Address: Type Work: Property Owner: Phone # 45s t L. OLLDP 4 SS - 538 Contractor: Phone # 1 u "cx*P. - 721 - LO8 B Permit #: Date Issued: i 1 _, - 0 3 3— a'1 I I Z Building Inspections: Footing Slab Tie Beam Lintel Nailing / Sheathing "'' `z-- i2(' o3 Framing / Cover Up Insulation Final Building )24'2_) Tree Permit # YES NO Electrical Permit # Date / Copy to JEA Temp, Pole Permit # Date / Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA — Mechanical Permit # Inspections: Rough Final Plumbing Permit # Inspections: Rough / Underslab Topout Water / Sewer Final Drainage Inspection: Pool Permit # Inspections: Steel Final Grounding Final Roofing Permit # Inspections: Nailing / Sheathing Final Fire Inspection: Failed Inspections: Date Paid: Date Paid: - yAi, + , t r` CITY OF ATLANTIC BEACH 1 ‘&.) s�� 800 SEMINOLE ROAD f' `} ATLANTIC BEACH, FL 32233 v INSPECTION PHONE LINE 247 -5826 INSPECTION EMAIL REQUEST: DM c Buildin de tna coab.us �- P w. Application Number 08- 00000098 Date 1/23/08 Property Address 440 GARDEN LN Application type. description ROOF PERMIT Property Zoning TO BE UPDATED Application valuation . . . 1800 Application desc REROOF DECK AREA TORCH DOWN Owner Contractor KEENAN ALL JAX ROOFING 440 GARDEN LANE 5533 OLIVER STREET N. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 219 -2818 Permit ROOF PERMIT Additional desc . Permit Fee . . 40.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 1800 Expiration Date . 7/21/08 Fee summary Charged Paid Credited Due Permit Fee Total 40.00 40.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 40.00 40.00 .00 .00 • PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �*r�' CITY OF ATLANTIC BEACH 07 I I I I I Weing\---1 / +� d 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 `�I OFFICE: (904)247 -5826 FAX NO.:(904)247 -5 BUILDING- DEPT@COAB. US „will 1 BUILDING PERMIT APPLICATION DUVAL COUNTY .., , 1 2. VAWA` 1 CP S. sa Pt UNDER ROOF 4 1 1 '10 G p AM-Ai L i Atlantic Beach, FL 32233 806 6.a WO STRUCTURE;, ! . 4 LE O CR ; 5 CLASS cif Y ' . ' ❑ NEW BUI ❑ D EMOLITIO N ❑ RESIDENTIAL LOT BLOCK SUB DIVISION ❑ ADDITION ❑ CONVERTING USE ❑ COMMERCIAL 7 R WOOK ❑ ALTERATION ❑ ACCESSORY BLDG. 8. RAE SPRINKLER ❑ REPAIR ❑ POOL / SPA ❑ YES ❑ WA kI v 00A ID MOVE ❑ OTHER ❑ NO , ;PROPERTY «. . . C ON' tCT4 : AR CT JENt31 *: , C 1 PA '7 NY NAME: Q t 23. COMPANY NAME: 9. NAME � y, �Q )6 ,��^� LL 5fo� 1\oo • r) .5 e 4 / 4 % . 7 - 1 7 , , t Coy � r 16. N E: 24. LICENSEE NAME: ""� QWee,L 1. Kv►.so 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: /f 5 ' / r7/rxz,/A 1 ADDRESS: 26. ADDRESS: -,•-) X53 01-i v�.r 5 �' /JLdp7 Or-I), ° ; j .3 to - Sk-A p.r 3 zz.t 1 11. Of FICE pHONE 94 g53 -6 I 12. FAX i - J33 / 19. c211-21 ` 8 IZ c:3 -Jug/ 27. OFFICE PHONE: 128. FAX NO.: 1 3 . CELL PHONE: � 1 /J � I � 'mot! , 21. CELL PHONE: 0� 29. CELL PHONE: 9 04 16V - � C1 1 14. EMIL ADDRESS: . EMAIL AD ESS: 30. EMAIL ADDRESS: 9i ''i° - r 'il�J 3 o f c $ ,J Lee. 3 (+➢ /4 .► o =mow"' . ,� e R T ' ' main , ; w "!� Lallott 31. NAME: 33. NAME: 35. NAME: ?Writ fck. K.01'r .r1 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: e 4-133 e. 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, Wells, 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. 222 WARNING TO OWNER: 222 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. W YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. -. " ►RAGE'" ,..,...--.4 i. a' -",�, , CR «f t wstof rar, . R .. / R ' ? , '" r� Date: / ' i grad: Signed:- v Date: Before me s / g .day of �lle)Liaf•Li , 2006n the county of Before me this 7 . slav�f 2,Q0 tf}g •• my of Duval, State of II, , , . J Duval, State of " rid - - . rsonally ap �a_q - AT ME SUMNEN • ,� saw Pula NU d FIRM herin by hlmsel R a v '' :' !I f: ements ra ons are herin by him - 1 4. * s 19 1 1.I, - -k = • Ii' •■ . ' . s are true and accu = a' ba brW . SsMo EXPIRES December 17, 0011 true and accura ' • _ .. e. 54 tary Public - •- - • mi. • • 1 ' • 1 • • 0 .'1 Notary Public a r , , Personally Known tl 4ersonally Known ❑ Produced Identifica ❑ Produced Identification - Notary Signatu Notary Signature: reiG�„L._ COAB FORM BLDG01: REVISED: 1/17/2008 }t, w, -e • STATE OF FLORIDA . ' 4 1Tr f Y DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION • . * `' (850) 487 -1395 - `,* ,' CONSTRUCTION INDUSTRY LICENSING BOARD • Y TALLAHASSEE NgOE ST FL 32399 -0783 • IRVIN DANIEL L ALL JAE ROOFING INC • JACKSONV'ILLSST N FL 3211 STATE OF A aeaA ACt •S+ 'Ii. • • • • ' D*P *Tl t: ;0? • •$USI$TE89 - AND '' . , ` . PROPSSSICtIAL. R$aULATIoN • CCC1327909' - :•: - .0 4 /01/,19 . . •, 060516971 CBRTIItigoTs 3OV* T' • • . ALL 7AX I G -'.I • r . IS- : CERTIIe.IEP ,. t?".ronis ! of ins ;489 rL ..' it.paitice erne, AUG . :11, •.2009 •:1074iot* $1 :. DETACH HERE AC# 306$ 2 6 2 . . STATE OF FLORIDA . .. "DEPART. OT AND PRQFSSSXONAL• RzatitATION . CONSTRIIC N XND TRY• ZICBNSINQ .BOARD S Et#LQ'10Z 0 90R08 1 r , LA ';ur;,f , XCENS: ,R ▪ - - L02/09/2007 060516971 CC1'32 »»•09 -,•= . -: • ..,+y - <. • The ROOFING `� .. Netted below I8 MORTIFIED "• • Under the provisions • of ChapptiiFr? 44.9% ▪ •• . . '• f• " . Expiration data: AUG 31, ZOD @- ,.:=:. . . .: a;• _ ALL J ; ROOFING -• INC 5533 OLIVER' $i N FL 3221"a JACICSONVZLLL IE CRIST HOLLY .BEN8ON - • SSCRI'3TARY ' ..._ • OATS{Y11D1YEIYI • Acola 'CERTIFICATE .OF LIABILITY INSURANCE 10/22/07 PRt4DUCEle TWS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS N 0•RIOHTS UPON THE CERTIFICATE Brooke Insurance Agentry HOLDER THIS CERTIFCATE DOES NOT AMEND, BXTENO OR 8021 Philips Highway, Suite *1 ALTER THE COVERAGE ORDED BY THE POUCEES BELOW. Jacksonville TL 32256 I Phone:904- 731-7922 Fax:904- 739 -0723 I_NNISURERS AFFORDING COVERAGE NMC • Y I Msuelar INSURER • Evanston RAPIER St i All Jan Roofing Inc AMA NOMA& — TAastar tit Oliver 8t !Y . JarsiNeaonvslla L INSURER - -j INSURER E 1 COVERAGES . • THE POLICIES OP INSURANCE U8TE0 BELOW HAVE SEAN ISSUF9 TO THE MIMED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERROR CONDITION OF ANY CONTRACT OR OTTER DOCUMENT WITH RESPECT TO wHICH THRS CERTS):)CATE•MAY BE ISSUED OR MAY PERTAIN. RE INSURANCE AfPORDED DT THE POLiCIE $ OESCRJ8ED HEREIN El $u JECT TO ALL THE TERME EXCLUSION! AND.CONIkTa4$ OE SUCH . POLICIES. AGGREGATE LENTO SHORN IMAM HAVE SLEM REDUCED EY PAID CLANS. - LTR ... . TYPE OP IIOIRIMIGT POLICY TIMM K4; 71 i' tf' 11d Laws • BENERALLAWRY EACH OCCLI RERCE : 1000000 • A l a aoscou.GE! ERAL. UAbLTTY =904 01785 04/23/07 04/23/08 , Y• ;Ewa ,ae) IS 50000 41J4{Yk{ MAD! I il OCCUR ' ) MEG E:0 We ono wpm) i 1 1000 - • i PERSONAL +NW WARY f 100000 oweaximalweATE i 2000006 GEML AGGREGATE OAST AYPUES PER: PRODUCTS - COMP/OP AGG 1 1000000 POLICY LOC AUTOMOBILE MI NOT I I ANY AUTO t SYN6O1e UMMT 1 f • II ALL OWN D AUTOS I BOOIL Y INJURY !SCHEDULED AUTOS t (par O�naa) _ HIRED AUTOS { *AIRY f NON-OWNED AUTOS I I PROPERTY DA MAGE 1 (Per �CdAWM) I GGARAGE L1AaMJTY AUTO ONLY - EA ACCIDENT $ I ^ ANY AUTO , OTC THAR EA ACC 1 $ AUTO ONLY AGG 1 f SxrsSSa,MERELLA UAa ITY . EACH OCCURR $ICE f J OCCVA a CLARKS MADE 1 AGGREGATE • f i DEDUCTIBLE • . • 01.1111111111111111 ■ RETENTION $ I . - 8 women CORPIDNSATTWN AND I T s 1 10 - EMPLOYERS* LSAOI ITV I EA- TJ1Ci ACCIDENT : • • ANY OFFICERAAEM BER EXCLUDED, •E.L. OISEASE - EA UVLO'v f Da • saw NSMk* • E.L. DISEASE -POLICY LIMIT $ • OTNEIe 1 OLIO PTIDN 0 0000M10NS 1 L0 n0Nl ? W*UCas3 J T ' • • , OY T+ _ / • , • . roofing ins talation Tax #287 -6363• . - • i CERTIFICATE HOLDER ' ' CANCELLATION cum= SHOULD ANY OP THE ABOVE DESCIUBED POLIORS RNECANCF.LLlb SWORE THE EXPIRATION WE THEREOF. me mums INSURER MALL saurAYON TO MAIL ' DAYS WRRTEN •OTUC! TO THE CERTR4GATE i{OLDER NAMEA TO THE LEPT, BUT FAtusig m 00 SO SMALL Clay County Building Dept - wow NO maims oft LailLITYof AMY IMO NH4TN THE MisuREE, !TS mans OR P.O. Box 7 R E 7J►TRA►f.E. Green Cove Springs PL 32663 A - _- 4 i' • AGGRO 18 (2001108] • 9 ACORD CORPORATION 1988 • • • . . • . . . . . . • • --17 •. - . STATE OF FLORIDA . . . . . 4 ' r t ' # . . . • • • , A- - 4 . kit .4 I II ... -' V'- IT , ° DEPARTMENT OF BUSINESS AND. PROFESSIONAL REGULATION . • . -:-., • . • - , , ' ' i iv CONSTRUCTION INDUSTRY LICENSING BOARD • (050) 487-1395 c,,,,_, , .,_•, 1940 .NORTH MONROE STREET , ` ,-- A 7, - 1 ■ ,. '" TALLAHASSEE FL 32399-0783 . • . . . . • • . . . - . . • . . • . . • . . • • • . • . • • . • . . • . . . . • • - ALL JAX ROOFING INC . • , • • • • 5533 OLIVER ST N • • . . • • JACKSONVILLE FL 32211 . • . • . . . . • • . • • • . . . . • • . • . • . . . . • . . . . • . • • . • . . • . s •• • • •••- • . . - • • ' - • •:- .....-- .•:::::-. ... . . , • , l $ "Mei ' , it . - . . . . . I - • ' ' 1 ' . 0 . f - ! ',,, 2 .1 . . . . , ..• ' ! -- - Alla i . . . •'• . . . • ; k • .0-. %,..-4 ....; , ... . . i ;11 et f, . ••■ ..., A ' 0', t , • i ' , ' r • r 3 0i lii • ' '' ‘;',,,. • • • . . . . • .':';::::...' ••• .. ...; •" • ••■ .* •• • " IVil Or . ;:....:, 053001 ...::". • • . 4 ;;:,...-..".:, . . ,,. ...-;.:;.;:!;4401. : " ..,... '........L. . . t .. . • . t 2 ;;Iif _. ".:`,4s ri. .0". ' . • ' ',.. ::-:... •:`. • • • • 'I . • . •• . . 1 . tw;. " .".:;.; , .■:. e V ...:. .,:::., ,:-... .........,' . . . ...1 ottivair ALL- • • 1:01.1 • • • • - ••• • ' . T.'. •-• ^ ' ' '" • e.': . . I • • . . 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" - ..-......-•:.- • '',.. ... • cr."' , -t ./..• ..•.-- ..;,'. .1 • • fAl ; t ' ii. .e i • ..;',...',.,:•• •.: : ; .'. .-:!tiot ttsioni • .,fi.t.!• -• •-•••': - • • Rxelt ---,••••-::: •:. ••-, , ••••:'•e.". • •-:•.,:;L•h1401 . . • ' SECRET AR • _ - --. . • -..... A r "`L. • �• . ` " 02.23 -2007 ' ALEX OF FLORIDA apricot ` D EPARTMENT OF FINANCIAL SERVICES • . DIVISION OF wORICERS' COMPENSATION • * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COWENBATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This' that the individual listed below Ins elected to be exempt from Florida Workers' Compensation Taw. EFFECTIVE DATE: 02/23/2007 EXPIRATION DATE: 02122/2009 PERSOI►t • IRVIN DANIEL • FEIN: . • . 208197053 - . BUSINESS NAME AND ADDRESS: . ALL JAX ROOFING INC ' . 5533 OLIVER DT NORTH FL 32'11 ONVILLE . • SCOPES OF BUSINESS OR TRADE: • 1- CERTIFIED ROOFING CONTRACTOR . 1MP TMNT: /WPM t. CMOs sae . thief, r,t„ as decay N s.ca peraNS wee elects eseMtiss free tits easlut by Min s certificate M oleos o.br Ws mesa say Sat recover Sosdire it cosecesense ender *Ns doper. rem N titer 44e.e11171. F.S., ConUIcst s el eiectbs te •..Rat,µ• -. s iv .sly wins Ma {45AUts►, F.S.. (Imes of slates to W meet ser ceetekMa of H a iti et tbe Wilma • s be tempt i Y ( e 9 reVeat*S 11 9 N doe afar tee lilies 9, nano sr .die Imam IN dm arNNcea. !Me Parse* invent as Me ssuc. Of • certificate as oin a 1ao r sets et *S N d l is Ce of e wtihcate. The tiM teen mete i certificate et say ties for fame OM 413 -1609 OWC -252 CERTIFICATE OF ELECTION TO SE EXEMPT REVISED 09-06 • • . PLEASE, CUT OUT 'THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE . STATE OF FLORIDA , . ITAKf ' C MTNINT OF FINrINCY►L stytvsC� 1 F P wsatent to C ,40.05E t4), F.S . at Officer of s corporatism who MOON CONSTRUCTION YPOIe(!R 1 p J S T F ATION ' , 0 meets e , a gl from this chow W WIN/ a certifta mi ts of en ernrc I1O11�RY T rLOWDA a v L under this section may not recover benefits or eumRenss5an btu WORKURW TIONLAW ' :�. D chapter. EFFECTIVE: 02/23/2007 EXPIRATION DATE: 02/22/2009 pursuent so Chloe 440.0511a F.3., Certificates of election to M • pERSON. DANIEL IRVIN H exempt._ only within the scope of the business er trade listed on E the notice of sketien is b exempt • FEIN =Ofd 1li7l�t9 R • BUSINESS NAME AND ADDRESS a Ferment to Chatter 440.06I12i. 5.5., Notices o f *textile to be eneceet • ALL SW noor to Pic and eertifiplles of election to be exempt shot be wiliest to remotion efibb ousel' . it, at any time after ate thing of the notice or tM issuance of tae JAcr ecoans, E. n 32 21 1 E S Certificate, the person nonmed on the notice er certificate no Wear meets • ACa nxL the requirements of this section for issti.nce of 1 certificate. e • ~M�t�1Oe�sn the certificate to � e� reglArolneRts of the SCOPE OF BUSWESS (1R TRADE: semMisn. r• crtxtrWNO ROOFING CONTRACTOR f1UESiftMdS 0160! 613-1009 CUT MERE . w Cary bottom portion on . the job, kowp topper pylon for your retards. • OWC-2b2 CERTIFICATE OF ELECTION TO DE EXEMPT REVISED 011`0 ° .. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD --x ATLANTIC BEACH, FL 32233 ° INSPECTION PHONE LINE 247 -5826 Application Number 09- 00001063 Date 7/23/09 Property Address 440 GARDEN LN Application type description MECHANICAL HVAC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc 1 cu 1 ahu Owner Contractor WATSON HEATING & AIR CONDITION 4456 SUNBEAM RD SUITE 300 JACKSONVILLE FL 32257 (904) 899 -6830 Permit MECHANICAL HVAC PERMIT Additional desc . Permit Fee . . . 71.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 1/19/10 Fee summary Charged Paid Credited Due Permit Fee Total 71.00 71.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 71.00 71.00 .00 .00 PERMIT 1S APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. e , CITY OF ATLANTIC BEACH 09- I I I 1 I 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 r A 1 OFFICE (904)2475826 • FAX NO.:(904)247 -5845 BUILDINGDEPT COAB.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY 1.,N ;, LWIMIIIASINIFINIMM 4.0M18 it'No L/&j A -e-J LAI E 7 —a 3 DYES PERMIT #: 4 NAME 5. ADDRESS IF FROM JOB ADDRESS 6. PHONE: PASS:_r_ Et) \NI 6 co iil Icitit kg Og)% 6 7 NAME OF COMPANY: . .: �AL e•d tr. I �d.. C J .L S W A +.S QL/ X ta41e ) Ae.� A " < 8 ADDRESS yti cc, s� ieliM Rd 9. STATE OF IC SE NO: 10. CELL PHON70 7 tro �y q ti 0 11 � : p 1ci (1� CAS- FLORI L 11t�y "� 0 12. EMAI DDR SS: 13. CE PH E: 14. p c v ilfrA �bJA4s fe! 1Corp. Xy- 9y_ 6 g30 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 commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months a time after work is commenced. ARI# /LY3 9 7 i y /; ' //C CONTRACTORS SIGNATURE . . ■ .. 4 15. w - R a m r .. i r s .T . , . » - ❑ NEW INSTALLATION ❑ NEW 7 ' ESIDENTIAL . '07 FLORIDA BUILDING CODE - REPLACEMENT OF EXISTING SYSTEM 'EXISTING ❑ COMMERCIAL MECHANICAL ❑ ALTERATION / ADDITION TO EXIST SYSTEM ❑ REPAIR ❑ OTHER 19. HEAT: 0 SPACE ❑ RECESSED IIK CENTRAL ❑ FLOOR BURNERS: 20. AIR CONDITIONING: ❑ ROOM )B( CENTRAL 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: AUTOLIFT: 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. EgJPIOITr AIR CONEXTIONING. €t ►GERATI NE tUIPMI IT CONDENSORS. ETC: NUMBER APPROVING OF UNITS DESCRIPTION MODEL # MANUFACTURER TONS AGENCY i l 444- r r 2130 60.,_(),,,,„,./ P, 1440171 40171 ,rAAIrrrrl OF UNITS DESCRIPTION MODEL # MANUFACTURER BTU AGENCY PI r /(./14 AiZo F 6 .0,dm4 a‘i ) O 397/ TYPE L101jlb APPROVING I NUMBER GALLONS CONTAINED MANUFACTURER SERIAL # AGENCY r ' BLDG04 PermiAppecaton Mech: REVISED: 12/18/2008 1 ) ,Ali -fit s �' ` . , CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD v ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 03- 00027112 Date 11/07/03 Property Address 440 GARDEN LN Tenant nbr, name SIDING,WINDOWS,DOORS, Application description . . RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning TO BE UPDATED Application valuation . . . 30000 Owner Contractor HASSI, EDWARD KUR -STAR CONSTRUCTION INC. 440 GARDEN LANE 8150 LONE STAR ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL (212) 455 -3382 JACKSONVILLE FL 32211 (904) 721 -6088 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 180.00 Plan Check Fee . . 90.00 Issue Date . . . Valuation . . . . 30000 Fee summary Charged Paid Credited Due Permit Fee Total 180.00 180.00 .00 .00 Plan Check Total 90.00 90.00 .00 .00 Grand Total 270.00 270.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT 1N 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. BUILDING OFFICIAL 4 } y . c , f .1 ' CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) Date: q- 1 - 1 - 03 Job Address: y 1 4 (`') (. La y \ Owner of Property: F . nk. v,) rl c> e, S \ O-la I Address: • f L • ' A , . I a s i _ r� T _ e ephone: a Icy -455- 33g,;. Legal Description: Block Number: ,/ Lot Number: Zoning District: C o n t r a c t o r : � d � � Y\ LA r A.----2— Ku ± Y - c j - i C r $ State License Number: c,C - ( `/ 9 O Contractor's Address: ( Z 1 6 0 l _Or e-.. s .. a • Za x , l_ 3 - \\ Telephone: C) 0 4 -\, (.p 0A` / / Fax: CI () �-{ �- . - 0046 Describe proposed use and work to be done: /�P_ / r ce, / • . ,1 i i _ 1, -,- A« — M c-' pc "' /CJ } i ZI I a�i Present use of land or building(s): S'l &,.ter y-a �! Valuation of proposed construction: O ,O��) What are the dimensions of the added space: A fi feet x feet Will the added area be heated and cooled? /ti New electrical or increase in service? PO New plumbing fixtures? A/ New fireplace? ,1jo New heating /air conditioning? Alo Is approval of Homeowner's Association or other private entity required? plic If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees? im 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. 41 NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 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 -5826. 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 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, 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 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Revised 1/14/03 Page 1 s 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. If required by the Department of Public Works, a pre- construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as m.y be appropriate for individual applications. I hereby certify that all in ation +rovi',ed ith this application is correct. Signature of owner: k \ Date: 0 l 1 C1 - t 1 2 U I hereby certify that I hay: ad and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this ty . - 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 t le performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true •` d co ec and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Ill , 1‘ Date: J l , j(1 03. . Address and contact inform. t on of person to receive all correspondence regarding this application (please print). Name: 1U- - r. - 6 Co(tc(G +r p A ' I nc . e j To Gin k.Lcy to kc d I e :75c vtil9 P 5:901) Mailing Address: J Telephone: Rokt 17.1 • CP OSS" Fax: 909 784G E -Mail: j KVAZ. KLUrSkeireOnS'luC IOrr -CO r AS TO OWNER: n Sworn to and subscribed before me this 1 - 1 day of , 20 CO State of Florida, County of Duval Notary's Signature: cacthfcl-hmae i .4,. ; e ; ; SARAH BETH MOORE = ' + .._ MY COMMISSION # DD 141401 Personally known tt,;% -,: EXPIRES: August 12, 2006 Produced identification 4,8r, Bonded Thru Notary Punk Underwriters - Type of identification produced AS TO CONTRACTOR: 1 npi lu ► p �� p 2 Sworn to and subscribed before me this f 1 — day of �1e t+e-I , 20(: 3 State of Florida, County of Duval n �� Notary's Signature: W ` Lixoetc r ,. 1^q�'px�. SARAH B ETH MOORE `" an = MY COMMISSION It DD 141401 Personally known . , ia gl " , 2 EXPIRES: August 12, 2006 Produced identification Pf C Bonded ThruNoteryPubttaundernrfters Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 2 Revised 1/14/03 09/22/03 15:10 FAX 904 573 2928 BFS- ATL- GRP -JAX -CON -SALE 0 002 ipliiir eis LAP SDING - INSTALLATION INSTRUCTIONS HARDIPLANK® MAY 1999 ill SELECT CEDARMILL© • SMOOTH • COLONIAL SMOOTH® • COLONIAL ROUGHSAWN®' BEADED CEDARMILL • BEADED SMOOTH IMPORTANT: FAILURE TO INSTALL AND FINISH HARDIPLANK PER JAMES HARDIE'S WRITTEN INSTRUCTIONS WILL VOID THE PRODUCT WARRANTY, LOCAL BUI BUILDING CODE REQUIREMENTS APPLY. HANDLING & STORAGE: CUTTING OPTIONS: i g Store flat and keep dry prior to in- }� , • e stallation. Installing siding wet or �, ,� "'' saturated may result in shrinkage at butt joints. `�� % ! Cory plank* I Wit► '1��a�.� 011/1Pt'CR OTCCL 1 IChD " " ' "Cr1 ".r'r'Cr1 Cl ICJ�riT�" Cnrbedo -0aoso on edge. �-- '� Circular saw with Electric Hand Shear Pneumatic Shear and snap knife � ‘ 1 . ..4. carbide tipped blade Call 800 - 297 -7487 for shear tool information. Always wear safety glasses and dust protection when operating power tools, For more information on avoiding inha- lation refer to the MATERIAL SAFETY DATA SHEET available wherever James Hardie fiber- cement products are sold. FRAMING REQUIREMENTS: figure 1 Double Wall Single Wall Hardiplank lap siding can be installed Construction Construction over braced wood or steel studs spaced g Hardiplank ili d Blind nan a maximum of 24" o.c. or directly to p weather - resistive barrier * 16" or 24" let -in bracing minimum 7/16" thick OSB sheathing. stud 1" from plywood or on center Hardiplank lap siding can also be weather- resistive plank top OSB sheathing installed over foam insulation up to 1" barrier * thick. Irregularities in framing, sheathing, , /;; _ �' i \r �` and/or foam insulation can mirror through y . • 1-. the finished application. A weather- �'�' 1 ,I resistive barrier is required *. Install ■ 1 \ 3/8" from ` ! • Hardiplank siding with joints butted in x, moderate contact. Optionally, install the y I, plank edge lap siding with a maximum 1/8" gap and :. c . 111 %11114 44 1 1 • caulk the joint *' (see detail at right). i The first course of any wall should be ;, :) inctallari rw, r a 1/4" lath ctrin to ansiWA -►'' a consistent plank angle (see figure 1). t : I/ ** moderate contact, or 1/8" gap i �' * Use a weather - resistive barrier in accordance with: BOCA Building Code Section 1403.3; SBCCI Standard Building :::: a • weather Code Section 2303.3; ICBO Uniform Building Code Section 1402.1; or ° ° °° resistive CABO One-and-Two Family Dwelling Code Section 703.2,1, g ° ° barrier * NOTE: Some Building Codes exempt the use of weather - resistive barriers over ° . ° ° I , ° ° 114" thick fastener "water - repellent panel sheathing" or exterior panels classified as "weather- resistive ° ° 3 lath strip barriers ". James Hardie recommends the use of "building paper type" weather - resistive �_ leave 1/8" gap between barriers with all siding products. James Hardie will assume no responsibility for moisture plank and trim, then caulk within the wall. GRADE CLEARANCE figure 2 ROOF CLEARANCE figure 3 � CONCRETE CONSTRUCTION figure 4 Install HardipanellHardiplank such that At the juncture of the roof and vertical sur- Hardiplank siding can be installed directly to masonry they are not in ground contact and not faces, flashing and counterflashing shall be ! block. Hardiplank siding can also be installed to concrete subjected to standing water. provided per the roofing manufacturer's construction, when the wall is furred out with wood fra- instructions. Provide a 1 " -2" clearance ming or minimum No. 20 gauge steel framing anchored weather- resistive stud between the roofing and bottom edge of to the wall. Framing can be spaced up to 24" OC. Consult barrier * 7 ` �, siding or as recommended by the roofing National Evaluation Service report NER -405 for recog- +.F manufacturer. nized applications to masonry block and wood or metal actures 1 „ - 2 „ PP framing. Aweather- resistive barrier* is recommended concrete l between the framing and the siding. — —� — --- foundation (--1 NB , 7 ` % �� fli \ . MI ' , weather- low ow"" ' resistive ' I° �+'• loo barrier' , H ardiplank i '� �' ' � ' T nominal 2" x 2" 114 " menISe 22. 3:51N ng wood furring lath strip flashin _ _ 09/22/03 15:11 FAX 904 573 2928 BFS— ATL— GRP —JAX —CON —SALE 0] 003 t . ei) ® L AP SIDING — INSTALLATION INSTRUCTIONS HARDIPLANK® MAY 1999 FACE NAIL: (All Lap Products) figure 5 BLIND NAIL: figures o .c. Corrosion Resistant Nails (galvanized or stainless steel) Hardiplank siding cannot siding b be c alled d 24" nailed. S be • 6d (0.118" shank x ank" x 2" long) When blind nailing 9 114" or 9 1/2" Hardiplank, use • Siding ng nail (0.089" shank 0.221" x 0.221" HD x 2" long)** • Siding nail (0.091" shank x 0.221" HD x 1 1/2" long) t 11 ga. roofing nail x 1 1/4" long. Corrosion Resistant Screws Corrosion Resistant Nails (galvanized or stainless • Ribbed Bugle -head or equivalent (No. 8 -18 x 0.323" HD x steel) 1 5/8" long) Screws must penetrate 1/4" or 3 threads into • 6d ( (0.089" shank s x O HD long) 2" long)** metal framing. _.--------" • 11ga. roofing nail (0.121" shank x 0.371" HD x 1 1/4" L) • stud I � - 16 "o.c � `vim Corrosion Resistant Screws • Ribbed Bugle -head or equivalent (No. 8 -18 x 0.323" 1 1/4 m HD x 1 5/8" long) Screws must penetrate 1/4" or 3 'V overlap threads into metal framing. n,. _�___. stud 16" o.c. ' �� face nail max. — A _ _ weather resist _ _ - barrier * 11111 , _ _ ° a , *,x 314 "1 gat " - -- , 1 , ¢ , , ; ; 7 °, o blind nail _ '' ''r 1 I o Minimum overlap y K t , ° �� I for Both Face :�0 ;,,: ,.dam and Blind Nailing .!(5 _ � strati I wea ther- resistive I ? 1'1 I I ) q T, barrier * I I I min.1 114" r space plank according to overlap , , 1 weather- resistive point treatment with a 118" f 1 v I 1 114 min I barrier maximum gap overlap i space plank according to II t For face nail application of 9 1/2" wide or less I joint t treatment with a 1/8" maximum gap siding to OSB, fasteners are spaced a maximum of 12" o.c. ** The use of a siding nail or roofing nail may not be applicable to all installations where greater windloads or higher exposure categories of wind resistance is required by the Local Building Code. Consult Report No. NER -405 for specific details. FASTENER REQUIREMENTS: PNEUMATIC FASTENING: � • Drive fasteners perpendicular to siding and framing. Hardiplank can be hand nailed or fastened with the • Fastener heads should fit snug against siding (no air space). (Fig. A & B) use of a pneumatic tool. Set your air pressure so tha t , • Do not over drive nail heads or drive nails at an angle. the fastener is driven snug with the shingle surface. STA PLE • If nail is countersunk, caulk nail hole and add a nail. (Fig. C) RECOMMENDED: Countersunk Use a flush mount attachment on pneumatic tool, This will help control 1 Snug • Flush Ca & the b especially t ' l d e depth that the nail is driven. This will e p eciall y hel p ful when do not under more than one pneumatic tool is driven off the same compressor. figure A figure B figure C drive nails NAIL TYPE: Fasteners must be corrosion resistant, galvanized or stainless steel. Electro- galvanized nails are acceptable for use with James Hardie Siding Products, but may exhibit premature corrosion. James Hardie recommends the use of quality, hot - dipped galvanized nails. (James Hardie is not responsible for the corrosion resistance of fasteners.) FINISHING HARDIPLANK: Caulking: Painting: A high quality, paintabie caulk is recom- James Hardie products must be painted. For best results Patching: mended. For best results use a caulk that install Hardlplank siding with our exclusive Prime Plus TM Dents, chips and cracks can be filled with complies either ASTM C 834 or ASTM factory priming system and a 100% acrylic topcoat (s). * If patching compound. C920. Caulking should be applied in our Prime Plus factory priming is not being used, Hardie a cementitious P 9 accordance with caulking manufacturers recommends the application of an alkali- reslstent primer written instructions. (Leave 1/8" gap at trim along with 100% acrylic topcoat (s). for caulk. Caulking at butt joints is optional.) (For paint manufacturer's paint specifi, `- CEMENT Technical Bulletin No. \ 100.. 0 PATCH CAULK (- -/� -� *Note: Please cations refer refer to to paint JH AC manufactures specifications S -100.) for PAI -- application rates. APPROVALS: HARDIPLANK lap siding is recognized as an exterior wall cladding in National Evaluation Report No. NER405 (BOCA, ICBO, SBCC): City of Los Angeles, Research Report No. 24862; Dade County, Florida, Acceptance No. 99- 0223.07, US Dept. of HUD Materials Release 1263a, California DSA PS -019 and City of New York MEA 223 -93 -M. These documents should also be consulted for additional information concerning the suitability of this product for specific applica- tions. For Technical peekranro ran 1 - 13nn 9 - HARDIE n 1999 James Hardie Building Products FAILURE TO ADHERE TO WARI "GS, MSDS, AND INSTALLATION InR e c e I v e d T ime' IS e p. 2 2. iE 3: 5 1 P VI RSONAL INJURY. 09/22/03 15:22 FAX 904 573 2928 BFS ATL GRP JAX CON SALE C1004 /005 k ' WIND LOAD TABLE HARDIPLAN MAY 1999 FRAME i 6 PRODUCT PRODUCT I FASTENER FASTENER SPAC NG TYPES I SPACING 1 BUILDING MAXIMUM WIND SPEED BASIC WIDTH THICKNESS I (INCHES) (FEET) FOR EXPOSURE (INCHES) (INCHES) CATE.ORY B C 100 3,11 9,15 0.089 in. shank Through 2x4 wood I 16 i 0 -25 100 3' 12 9' 15 - Hardiplank 5/16" 6, 13 - 9, 16 9 -1/2" wide x 0.221 in Overlap - or less HD x 2 in. 40 90 e, 14 10,1 60 long galvanized j 160 85 15 - 1e siding nail 1 2 Hardiplank 5/16" 6d common Through 2x4 wood 16 40 130 2 2 1 90 2 9 -1/2" wide 2 in. long Overlap 60 1 90 or less 1 00 100 2 90 2 i 200 1 90 2 80 2 24 20 100 70 40 90 2 70 2 60 100 80 2 - 2 � 2 00 i 70 - Hardiplank 5/16" 6d common Through 2x4 wood i 16 & 24 20 80 12 in. 2 in. long Overlap 40 ! 70 Hardiplank 5/16" Min. No. 8 -18 x 0.323 in. Through Min. No 16 ga. 16 & 24 20 80 2 - or less Hi -Lo S or S- x HD x 1 -5 /8 in. long Overlap x 3 -5/8 in. 12" wide 100 70 - 1-3/8 in. 12 ribbed bugle metal screws C -stud 12,19 16,25 Hardiplank 5/16" Minimum 0.093 in. Through 2x4 wood i 16 i 0 -15 100 12 20 _ 17 7 -1/2" wide shank x 0.222 top edge 20 90 12 21 18 or less In HD x 2 in. long of plank 40 85 15 - 18 galvanized siding nail I 60 100 75 1e - Hardiplank 8-1/4" wide 5116" Minimum 0.093 in. Through 2x4 wood 16 0 -15 92 13, 20 - 17 21 shank x 0.222 In top edge 20 90 15, 21 18 or less HD x 2 in. long of plank 60 40 8 21 - 18 galvanized siding nail i 0 90 Hardiplank 5/16" No. 11 ga. Through 2x4 wood 16 40 1 80 9 -1/2" wide i 1 -1/4 in. long top edge 100 90 70 or less galvanized roofing of plank 200 80 70 w /os /splice nail 1 Hardiplank 5/16" Min. No. 8 -18 x 0.375 in. Through Min. No 20 ga. 16 20 120 90 9 -1/2" wide HD x 1 -1/4 in. long top edge x 3 -5/8 in. x 60 40 110 22 100 90 0 90 or less HI -Lo S or S- of plank 1 -3/8 In. metal 100 90 80 12 ribbed phillips C -stud 150 90 70 l Waferhead screws 200 80 70 19, 29 Hardiplank 5/16" 0.091 in. shank, Face nailed 7/16 in. thick 16 0 -15 90 15, 23 _20, 30 9 -1/2 in. 0.221 In. HD, 1.5 in. through the APA rated OSB 20 85 16 27 20, 30 long corrosion overlap @ 12 sheathing or 40 60 19, ze resistant nail in. o.c. equivalent solid 60 75 21'31 - - sheathing i - WIND LOAD TABLE FOOT NOTES: may be increased to 120 mph in areas regulated by the 1997 Uniform Building Code. 1. Values are for species of wood having a specific gravity of 0.42 or greater. 2. Values are 12. The Maximum Basic Wind Speed may be increased to 110 mph in areas regulated by the 1997 reduced by 10 mph when Hardiplank Lap Siding is installed with off-stud splice. 3. The Uniform Building Code. 13. The Maximum Basic Wind Speed may be increased to 100 mph in Maximum Basic Wind Speed may be increased to 120 mph in areas regulated by the 1997 areas regulated by the 1997 Uniform Building Code. 14. The Maximum Basic Wind Speed may be Standard Building Code. 4. The Maximum Basic Wind Speed may be Increased to 110 mph increased to 95 mph In areas regulated by be 1997 Uniform Building Code. 15. The Maximum Basic in areas regulated by the 1997 Standard Building Code. 5. The Maximum Basic Wind Speed Wind Speed may be increased to 90 mph in areas regulated by the 1997 Uniform Building Code. 16, may be increased to 105 mph in areas regulated by the 1997 Standard Building Code. 6. The The Maximum Basic Wind Speed may be increased to 85 mph in areas regulated by the 1997 Maximum Basic Wind Speed may be Increased to 100 mph in areas regulated by the 1994 Uniform Building Code. 17.The Maximum Basic Wind Speed may be increased to 80 mph in areas Standard Building Code. 7. The Maximum Basic Wind Speed may be increased to 95 mph regulated by the 1996 BOCANational Building Code, 18. The Maximum Basic Wind Speed may be ir- In areas regulated by the 1997 Standard Building Code. 8. The Maximum Basic Wind Speed creased to 70 mph In areas regulated by the 1996 National Building Code. 19. The Maximum Basic may be increased to 90 mph in areas regulated by the 1997 Standard Building Code. 9. The Wind Speed may be Increased to 120 mph in areas regulated by the 1996 BOCA National Building Maximum Basic Wind Speed may be increased to 80 mph in areas regulated by the 1997 Code. 20. The Maximum Basic Wind Speed may be increased to 105 mph in areas regulated by the Standard Building Code. 10. The Maximum Basic Wind Speed may be increased 10 70 mph 1996 BOCA National Building Code. 21. The Maximum Basic Wind Speed may be increased to 80 in areas regulated by the 1997 Standard Building Code. 11. The Maximum Basic Wind Speed mph in areas regulated by the 1996 BOCA National Building Code. l`, No No. PROVALS: 2 4862; Metro -Dade County, lor �Accepttance 99 -0223 07, US Dept. of In Evaluation 1263a, Cali om a PS-0019, City ) of New of Los York MEA 223 Report ? 93 -M. These *ic. ° documents should also be consulted for addtional information concerning the suitability of this product for specific applications. For Technical assistance Cali 1- 800- 9•HARDI . © 1999 James Hardie Building Products Corporate Headquarters For Technical Assistance 26300 La Alameda, Suite 250 Call 1- 800- 9- HARDIE James Hardie Mission Viejo, CA 92691 (1 -800- 942 -7343) 1999 James Hardie Building Products WWW.]aifleshardle.COm Printeainus Time Sep,22. 4:02PM 09/22/03 15:22 FAX 904 573 2928 BFS ATL GRP JAX CON SALE N 005/005 SHARDIPLANK® COVERAGE CHART MAY 1999 COVERAGE CHART /ESTIMATING GUIDE IIII 1. Figures shown are in pieces - all 12' long 2. 5% cutting and fitting waste factor included 3. Computations based on minimum overlap of 1 -1/4" 4. Actual usage subject to variables such as building design and installers COVERAGE AREA LESS HARDIPLANK® WIDTH OPENINGS 5 -1/4" 6 -1/4" 7 -1/4" 7 -1/2" 8" 8 -1/4" 9 -1/4" 9 -1/2" 12" (exposure) (4 ") ( 5 ") (6 ") (6 -1/4 ") (6 -3/4 ") (7 ") (8 ") (8 -1/4 ") (10 -3/4 ") 100 sf 1 SQ 26 21 18 17 16 15 13 13 10 200 sf 2 SQ 53 42 35 34 31 30 26 25 20 300 sf 3 SQ 79 63 53 50 47 45 39 38 29 400 sf 4 SQ 105 84 70 67 62 60 53 51 39 500 sf 5 SQ 131 105 88 84 78 75 66 64 49 600 sf 6 SQ 158 126 105 101 93 90 79 76 59 700 sf 7 SQ 184 147 123 118 109 108 92 89 68 800 sf . 8 SQ 210 168 140 134 124 120 105 102 78 900 sf 9 SQ 236 189 158 151 140 135 118 115 88 1000 sf 10 SQ 263 210 175 168 156 150 131 127 98 1100 sf 11 SQ 289 231 193 185 171 165 144 140 107 1200 sf 12 SQ 315 252 210 202 187 180 158 153 117 1300 sf 13 SQ 341 273 228 218 202 195 171 165 127 1400 sf 14 SQ 368 294 245 235 218 210 184 178 137 1500 sf 15 SQ 394 315 263 252 233 225 197 191 147 1600 sf 16 SQ 420 336 280 269 249 240 210 204 156 1700 sf 17 SQ 446 357 298 286 264 255 223 216 166 1800 sf 18 SQ 473 378 315 302 280 270 236 229 176 1900 sf 19 SQ 499 399 333 319 296 285 249 242 186 2000 sf 20 SQ 525 420 350 336 311 300 263 255 195 2100 sf 21 SQ 551 441 368 353 327 315 276 267 205 2200 sf 22 SQ 578 462 385 370 342 330 289 280 215 2300 sf 23 SQ 604 483 403 386 358 345 302 293 225 2400 sf 24 SQ 630 504 420 403 373 360 315 305 234 2500 sf 25 SQ 656 525 438 420 389 375 328 318 244 2600 sf 26 SQ 683 546 455 437 404 390 341 331 254 2700 sf 27 SQ 709 567 473 454 420 405 354 344 264 2800 sf 28 SQ I 735 588 490 470 436 420 368 356 273 2900 sf 29 SQ 761 609 508 487 451 435 381 369 283 3000 sf 30 SQ 788 630 525 504 467 450 394 382 293 NOTES AND CALCULATIONS: ((sqft _ exposure) x 1.05 = number of boards) WARNING: AVOID BREATHING SILICA DUST Product contains Silica. Inhalation of respirable silica dust can cause silicosis a potentially disabling lung disease, and is known to the State of California to cause lung cancer. When drilling, cutting, or abrading product during installation or handling. (1) Work outdoors where feasible, otherwise use mechanical ventilation, (2) Wear a dust mask or, if dust may exceed PEL, use NIOSH /MSHA approved respirator, (3) Warn others in area. For further information, refer to material safety data sheet or consult employer. FAILURE TO ADHERE TO WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY. 0 Corporate Headquarters For Technical Assistance, MSDS, 26300 La Alameda, Suite 250 and Product Information Mission Viejo, CA 92691 Call 1- 800- 9- HARDIE James Hardie �' ©1999 James FR ece ved T medSep 22 4 02Pv1 (1-800-942-7343) S Printed in USA www.jameshardie.com JH91513SL FLORIDA BUILDING CODE, 2001 DESIGN PRESSURES FOR OPENINGS Wind Velocity (mph) 120 Prepared By L.Higgins Importance Factor 1.00 Client Name KUR -STAR Exposure Category C Z STRUCTURES Job Description 440 Garden Ln. Internal Pressure Coefficient +/ -0.18 Interior Remodel Mean Roof Height (ft) 26 INTERNATIONAL, LLC Building Width (ft) 51 Building Length (ft) 62.5 Roof Slope (x:12) 5 Job Number 03- 27112 OPENING OPENING LOCATION OPENING OPENING EFFECTIVE MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEV. (ft) HEIGHT (ftt WIDTH (ft) AREA (sf) PRESSURE (psf) PRESSURE (psf) A 1st Floor 5 5 4 4 16.0 34.2 - 45.0 A 2nd Floor 5 12.5 4 4 16.0 34.2 - 45.0 ' Width of Edge Strip (a) in feet = 5.1 © h 0 0 00 FBC_Openings-440 Garden Ln Kur- Star.xls Copyright 2002, Structures International, LLC 10/31/2003 , ro--V e- cl 10'2-1 Cc: �s"'',,'c, CITY OF ATLANTIC BEACH Higgins BUILDING / ZONING DEPARTMENT L . OeR u� 800 Seminole Road rl Atlantic Beach, Florida 32233 - ---- -- °..„, .L ; 4 (904) 247 -5800 (904) 247 -5845 Fax k- t "� PLAN REVIEW COMMENTS Permit Application # O`) - (.9 /7/ / .2_. Property Address: '/ENO (^,C rc/ r r, L Applicant: I< Li r - . `5-I- r < r 0 c + 1 s f uC I, o n Project: in - 4 r.rir) r /N m f.),. e l / This permit application has been: CV—Approved evie ed a followi • s need attention: NI 4i1;...\, ,t,1i� Lt ki. tt `Ir` 1. I). - c2+.-t,it— it 4.-1. 'C 44 tO;k: t�S �"',. .4 0, k 4 ( F t f 14 ec 0 w- ttj (q i\ (k) t ok.. dpt::;' (e,.�. c t. t4 t 1 g.a 0 ED K,..2 . J T- - i . CCCT et Cy V ti ((: h..il (5 C' ((4 Cry etk. S - -;CAD Please re- submit your application when these items have been completed. Reviewed By: Date: t 0 ° :<.,- " °C. 27 / ( t` /3 / 7C,* —7" C Gi V( 10 CITY 00 OFATLANTIC SEMINOLE ROAD BEACH (( y � . 8 ` ! ATLANTIC BEACH, FLORIDA 32233 -5445 c , tF TELEPHONE: (904) 247 -5800 .+ -'' 1 FAX (904) 247 -5805 7,7-1.S''14.''-:-',-;'":. . -0 SUNCOM: 852 -5800 4 7' . „ ' - taffy http: / /ci.atlantic- beach.fl.us %� , &vim �' i'V, ic -' " tmen L / �'l� ' 1 r n. m�tai/ • L/ a e • 4 0 . 44 . a ! a- CO re: _1 +,a- rrilcz--. f A/c:. 17.1- 4..Ezi`S RE _ ?egW1 TT A (53 - ¥ 1 I Z 1 i r",:}2) vw�ri eP(141rE. c . k ■ g v., t mot. au-) ff, Le ki rte Zvi) w4 eF4 -0E,.... kkka, .--09-4A-A\ 6 0 Q.L.LR-2_ 0 p GLOc.--.7 . UAs -4- ` 1 AIE ? \II G,VJ St4E're-ki AT' c cL/e C='-(.0-a4-7--teki- /5 0 C. Q.& Oct.29. 2003 5:02PM Kurstar Construction Inc. _ No.2498 P. 2 0 Grz. -i 1 4- 4, T,$ 4 -4, q g z c O 0 i-3 a i 8 ® -- c:rt-i ._ -_____ 5 *-Z /1 5 (I) — 4 ! i p • H 'fr..... * 0:1 tt N I alb o �1 I:\ r 1 g Cn Lt , - 2 ;11 t4) N-f _ 0 *•. tZ 70 0 q w m 7.1 A 0 00oa0oo0 --1 m 0 aD O1 O) co N N -A 4 0 z - a o r w m z Z � co rn � � � � � �� co 0 a 5- 5• 5 . 5. -5. M ••k. a a \_c_ o a a a a a r 1 o o� b r lit_ i°1 0 At tot ol G ,A) — --.------ , gl 0 a i t � , I. O Q �` L z N � - _ 00 0 • O a o JH® O� z w 1 i O w 4 O O w U Q 0 " ° co Q — —_ a w 0 0 0 0 0 0 `o o ? 2 cc = c _ 2 c c -p 4 -8 s o `4` , Z 2 3 3 3 - - 0 6 d Lu �r ih in ZR ;� v, V) z x x x x x � V Q N N M in in o0 w COOOOUOCQ 0 0 ar w ,:` Cr4 c). 4. &, u_ 0 - k, co 2 i .-} o • - 1.1 sz .: % i i 1 I( 0 Z 4 t !IC) c � 4 _ - 0) z i� t C Z � N °u LL 1 8 r�' ____-4, @ Y —— r . C.1 .S) f 44. 0 Z 'd E9EZ'oN . out uoipnalsuoD leoao)l Wd8Z:Zl — £OOZ '81.i°O 10/21/2003 20:37 3544736 BIG D WINDOWS PAGE 01/14 CM3Le AnDREss "DALAB" ELF.PHONE (AREA CODE_ 21 565.0503 5G5.0;A4 DALLAS LABORATORIES, INC. 421.1400 CONSULTANTS AND TECHNOLOGISTS ANALYTICAL AND RESEARCH CHEMIST:. — MEMBERS CHEMICAL ENGINEERS — PETROLEUM ENGINEERS MEMBER: AMERICAN INSTITUTE OF CHEMICAL ENGINEERS AMERICAN CHEMICAL R TESTING f , ( �, BOX 15287 AMERICAN 80CIETY FOR TESTING MATERIAL NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS I3P3 WALL ST TEXAS SOCIETY OF PROFESSIONAL ENGINEERS AMERICAN NATIONAL FOR INSTITUTE AMERICAN SOCIETY KOR QUALITY COTTRf)I. ASM INTERNATIONAL DALLAS. TEXAS 75315 SOCETY OF PETROLEUM ENGINEERS OF AIME APPROVED CTTY OF ATLANTIC BEACH Submitted by: General Aluminum CorpBUILDING OFFICE Date:November 27, 2001 P.O. Box 819022 (Reissue Date: 03- 06 -02) Dallas, Tx 75381 -9022 OCT 3 0 2003 • Attn: Ivan Paredes i 1 _ Report No.: 31415 REPORT Product _Type: Aluminum True Divided Lite Single Hung Window with FlarigIglEnittai PLANS EXAM(NSS REVIEWED FOR Specification: AAMA/NVITWDA 101/1.5.2 -97; H -R40 -53x72 CODE COMPLIANCE Series Model: 1440 KEEP THIS PLAN ON J03 Frame Size: 4'5 -1/8" x 6'0" APR 2 3 2002 Sash Size: 4' 3 -5/16" x 2' 11 -5 /16" .. Building & Zoning Ins con Div -Jax., FL. Configuration: O/X 5xa min er Signature License No. Manufactures . Model Variations: Series 1940 (Dual Glazed .Fin Frame); 1140 (Single Glazed Fin Frame); 1540 (Dual Glazed Flange Frame) PRODUCT DESCRIPTION Weatherstripping: Pilo weatherstrip (0 -.170" thickness) at exterior face of sash interlock rail. Pile weatherstrip with integral plastic fine (0.170" thickness) at exterior face of sash stile. Vinyl bulb seal was located along sash bottom rail. Hardware: Metallic sweep lock approximately 9%" from each end of sash meeting rail (32" max. spacing). Spring latch at midpoint of operable sash bottom rail. Spiral type balance in each frame jamb. Glass; Single strength annealed. • Glazine: Exterior glazed with backbedding compound and vinyl snap -in glazing bead. Weep arrangement: Screen retaining leg of sill notched 2 -5/8" from end of member_ Sealant: Narrow joint sealant at frame jamb to fixed interlock connection. Frame sill to jamb corners sealed with narrow joint sealant. Matins: 12 5/16" x 16 divided lite assembly in fixed and operable sash. One horizontal T -bar secured by metal finger at jambs and stiles. Three vertical T -bar float at head and rails. TER e c e i v e d T i m e.o0 c t. 2 2 op 8:4 4 AMI Nor IMPLY AN ENDORSEMENT. TNIS REPORT, OR ANY PART THEREOF MAY N(1T RF RFFFnl111(1Fn cm 1 iSPri FnR AnVFRTISINri PL INPORAR WITHOUT rii in FXPRFRA WI7iTTPN (IONSINT :4)/21/2003 20:37 3544736 BIG D WINDOWS PAGE 07/14 THE DALLAS LABORATORIES, INC. Page 2 - Report # 31415 • Installation: Test unit secured to 2x4 SPF lumber test buck, by twelve (12) # 8 x 1" screws through the countersunk pre- punched holes, in each jamb and head. The sill was anchored in place with silicon. Other Features: Nylon spacer button at mid -point (interior face) of sash stiles. Nylon sash guide with spacer button at each end of sash stile (interior face). Frame corner construction by two (2) #6x3/4" "hex head" screws.. Sash corner construction by one (1) #6x3/4" square -head screw at meeting rail and one (1) #6x314" square -head screw at bottom rail. The frame and sash were constructed of aluminum alloy #6063, temper #T -5. Date Testing Started: November 27, 2001 Date Testing Completed; November 27, 2001 Test Performed at: General Aluminum Corp. testing facility in Carrollton, Texas. PERFORMANCE TEST RESULTS SPECIFICATION PARAGRAPH NO, TITLE OF TEST TEST METHOD MEASURED ALLOWED 4,4.2 Uniform Load Structural ASTM E 330 - 96 - Exterior 60.0 PSF'* 60.0 PS1* - Interior 60.0 PSF* 60.0 PSF* - Permanent Set 0.093" 0.213" *No glass breakage, permanent deformation, or other damage causing the unit to be inoperable. For all other paragraph 2 test results see Dallas Laboratories, Inc. report # 30987/31239 Detailed extrusion and assembly drawings indicating measured wall thickness, corner construction, and hardware application are on file and have been compared to the test sample submitted. Test sample will be retained at the testing laboratory. A copy of this report has been forwarded to ALI. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specifications. This report does not constitute certification of this product, which may only be granted by ALL DALLAS LABORATORIES, INC. TESTING LABORATORY KN: kn Received Time Oct.22. 8:40AM 10/21/2003 20:37 3544736 BIG D WINDOWS PAGE 04/14 YOOSEF LAVI, P.E. BUILDING PLANS EXAMINER CONSULTING ENGINEER REVIEWED FOR 9550 FOREST LANE, SUITE 108 CODE COMPLIANCE DALLAS, TEXAS 75243 KEEP THIS PLAN ON JOB TEL: (214) 340 -0049 APR 2 3 2002 March 6, 2002 Building& Zoning Ins c 'on Div FL. To whom it may concern: tit) Exemin Signature The following test reports for General Aluminum Company of Temee issued by Dallas Laboratories, Inc. have been reviewed for completeness and authenticity. Dallas Laboratories, Inc. is accredited by the American Architectural Manufacturers Association (AAMA) to perform window and door structural Toad testing. Calibration reports for the test equipment used in performing the test have been reviewed and determined to be within the tolerances allowed. Detailed window assembly drawings representative of the test specimens indicating wall thicknesses of all members, corner constructions, and hardware applications are on file and have been compared to the actual test specimen. Corner sections of each window tested are being retained at Dallas Laboratories, Inc.. The results reported 101 /l S 2 97 'Voluntary Spec f cationsf or test methods as specified in AAMA/ NWWDA Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors ". Dallas Laboratories Report Numbers: 31239 & 31415 Date of Report: September 28, 2001 & November 27, 2001 Product Type: Aluminum True Divided Lite Single Hung Window with Flange Frame Series Model: 1440 • Frame Size: 4'- 5 -1/8" x 6' -0" Sash Size: 4' -3- 5116" x 2'-11-5/16" Configuration: O/X Manufactures Model Variations: Series 1940 (Dual Glazed Fin Frame); Series 1140 (Single Glazed Flange Frame); Series 1540 (Dual Glazed Flange Frame) Please do not hesitate to contact me should you have any questions. Sincerely, Yoosef Lavi, P.E. YL /jb Attachment: Test Reports (5 Pages total) , "' 2_v CAJOB \02- 074 \31239 +3 3 .1e: -,7 a_ Received Time Oct,22. 8:40AM /3.0/21/2003 20:37 3544736 BIG D WINDOWS PAGE 05/14 gsKilgeriatteM0b and Anchor Chard :.•� r Series: General Aluminum 1140/1040 511: Aluminum Fin Single Hung Window WOOD FRAME Size: 53-1/0" x 77' E 42"x64 "; Test Report: OL1- 31415, 32415 OPENING OP: Pos. & Neg. 40.0 psf Glazing: 3/32" 6 3/18" Thk Ann,a►ed Glass vYindw 332 Armeeled Glass Design 3/18' Mneocd Ghee Design Ouanty or ail Sa Quantity Of 0,089 Ola. Narl' Size (Inches) Pressure Capsdty In PSF Pressure CapadI' In PSF Anchors In Frame Mtas In frame Weill/height Keener healer Heed 4 Sig _ Jambs Heed & 510 James Head b S01 • James ■ 18x36 40 -94 40 -209 2 2 3 8 18X 40 -63 40 -189 2 3 3 10 18X60 40 -48 40 -140 2 3 2 • 10 18X72 40 -40 40 - 131 2 3 7 11 16x84 40 -119 2 3 2 12 24X36 40 -64 40 - 131 2 2 3 6 24X46 40 -53 40 -123 2 2 3 11 24x 40 -43 40 -104 2 2 3 6 24 X 72 40 -40 40 -85 2 • 2 2 9 24x84 40 -74 2 2 2 10 36X36 40 - 40 40 - 2 2 4 4 28X48 40 - 40 40 -61 2 2 3 5 3e•x 00 40 -40 40 .56 2 2 3 8 38 X 72 40 -40 40 -54 2 2 3 11 36X94 40 -54 2 2 3 10 42X36 40 -40 40 -59 2 2 4 4 42 X 48 40 -40 40 -49 2 2 4 4 42X60 40 -40 40 - 2 2 3 6 • - 42 X 72 40 .40 40 - 41 2 2 3 7 4, 42X84 40 a0 2 2 3 8 NOTE: 1) Where water lasislance lest requirement of 159E of design load applies, positive design loads will be limited to 40.0 psf, due 10 a 6.0 psf water test pressure achieved in test. 2) Installation: Fin frame window in wood frame opening, Window 1s attached to structure, through window In using 108 screws of sufficient length to provide min. 1" embedment Into wood kerning. 0.099 dia. Nails may also be used. 3) Max. allowable spacing to be 24 inches 0.0,E 6 Inches from each corner. 4) If exact window size Is not listed in anchor chart, U88 anchor quanllty listed with next larger sits, for Ile appropriate design pressure req'd. 5) General Aluminum's 1140 series Single Hung Window Is shown. TMs print also applies to the 1940 series Single Hung Window. PREPARED BY: rn IN�I PLAN® CXAMIMCR PRODUCT 50 OU TECHNOLOGY S RE PRODUCTS DUCTS CORP. RE PO 6 -Od•02 WINTER PARK FLORIDA 32789 CODE COMPLIANCE CA020405 PHONE 407822.8334 FAX 4078228335 KEEP THIS PLAN ON JOB 02.0901 Nov 1 9 2002 Buildinpon' nspcction •Jax., FL. Examiner Signature License No. ` //i D 'o r t Received Time Octi22i 8:40AM 06t 21 03 11:18a Information S 247 -5845 p.3 / yt1'7 f J' ! '.: i a. •.100Fw Vr ` 'i :;:/- '9`. CITY OF ATLANTIC BEACH eia'1...a`. PERMIT APPLICATION FOR REPLACEMENT OF F MIL GARAGE DOORS OF SINGLE —FAMILY Y (DUPLEX) CONSTRUCTION Date: /0/02.eZ Job Address: 2 / 1 -10 G-A2oe-•N ' ig �e.." Owner's Name: Ed ►,U r R,d PI A SS I Address:50 POO, ST. . mONTC. ill 12 , /• . J 0701-13 Phone: District: Zoning Legal Description: Block Number: Lot Number: CSC 04:17M Contractor: KU 2 i2 - STAR, State License Number: Address: 3050 J—cwv e, !IMP, P R Phone: U City: k OM State: FM . Zip: ?old / f Fax: 7 / — 7 2`/ 5 Describe proposed use and work to be done: RepI ACe, W I PCIO WS Present use of land or building(s): <Z (e ERm I I y Valuation of proposed construction: li 71 )00 Is approval of Homeowner's Association or other private entity required? A)0 If yes, please submit with this application. Building Data: See R7TAched Mean Roof Height 2-4, ` (ft) Building Width 1> ( (ft) Building Length e-2 ' -- (ft) Roof Slope 6 r i `2 *Window Elevation from Grade (ft) Window Height (ft) Window Width (ft) Measurement from corner of building to window (ft) ® a ©© Y 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.11.us Revised 1/27/03 Page 1 Received Time Oct.21. 12 :23N Oot 24 03 08:47a Information S 247 -5845 p.2 Oct 21 03 11:16a Information S 247 -5845 p.3 ,, ;I sl.!. 'll . J �t� w ; U; r CITY OF ATLANTIC BEACH SINGLE el � p GARAGE S DOORS OF PEGO APPLICATION FOR REPLACEMENT OR TWO-FAMILY Y (DUPLEX) CO STR C11ON D Date: /C3 — Job Address: =� 2 . PN F► NPR Owner's Name: Li - ^ ,_ A S r~ • .. � • 0" Phone: _ Addr 0 1e Zoning Di Legal Description: Block Number: � — Lot Number. : , — — State License Number: . Contractor_ KU �- � � � �� Address: I '�'r v a r' a Phone: City; .._- _. c ksoM V, i P State: FIR . Zip: ?Arta__ Fax: V,/ 7i- Describe proposed use and work to be done: 1 i — Present use of land or building(s): Valuation of proposed construction: •o, P es, If Icnsc submit with this Is approval of Homeowner's Association or other private entity required. 111 Y application. Building Data: Sep Milaciled 1 1 # Mead hoot Haight _� ( ft ) Building Width 5f (ft) Building Length 6 _(ft) — Roof Slope -__5fir24,____ "'Window Elevation from Grade _(ft) Window Height (ft) Window Width (ft) Measurement from coraer of building to wiindow • 7111 11111 6 ©© 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 241-5845 • http :liwww.cl.adantic- beach•n.us Reva.ee 1/2:7/03 Page t RoNgivzd Tine Oct• ?I• I2:23PM Received Time Oct-24. 9:53AM l/l 'd.._...6QO1'oN _ .oul uoipflatsuo0 )E0PIN AVIZ :OI —£OOl 'bl' 100 Oct 21 03 11:18a Information S 247 -5845 p. 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 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description /Type 5. Skylights Description/Type 6. Elevation View of Window Locations I hereby certify that all information provided with this application is correct. Date: Signature of Owner: 1 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 oorre and that the plans and supporting data have been or shall be provided as required. 4 lb Signature of Contractor: Date: /0.421'03 Address and contact infor ion of person to receive all correspondence regarding this application (please print). Name: � j i n \ l V\p A y I ° f _ ll 1, ' r O'(— Lot-. 't', lig .A EP Mailing Address: 4 • - s r ■ • Telephone: (00'f,SC Fax: `10a- \ _ � �-} J E- Mail: ;rQ I ke."@ 0,005, -\ f Cart . (-Or AS TO OWNER: Sworn to and subscribed before me this day of , 20 State of Florida, County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this 9 \ day of OCt , 200 3 . State of Florida, County of Duval Notary's Signaturto ap. ` r { KEW RHEA SAMONTE ►: ' ersonally known NyCamm 1/17I0S II Produced identification IS 1 No. 00046672 Type of identification produced turn* n other ID. 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800. Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Revised 127!03 Page 2 Received Time Oct,21. 12:23PM 5 MIN. RETURN PHONE# ia 1--- -7 Kur -Star Constrwtioa#. Ira sits GENERAL CONTRACTOR • ARCHITECTURAL DESIGN / BUILD Book 11421 Page 1154 Return to: KurStar Construction, Inc. 8150 Lone Star Road Jacksonville, Florida 32211 This instrument Prepared by: John H. Kurtz Notice of Commencement To whom it may concern: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property (include Street Address, if available): 440 Garden Lane, Atlantic Beach, FL 32233 General description of improvements: Alterations and repairs Docif 2 003341272 Owner: Edward Hassi Book: 11421 Address: 503 Grove Street page: 1154 Filed & Recorded Montclair, NJ 07043 JIMIFULLER003 10:56:36 API CLERK CIRCUIT COURT C ontractor: KurStar Construction, Inc. DUVAL COUNTY p n T TRUST -` Address: 8150 Lone Star Road RUST FUND d 1.00 Jacksonville, Florida 32211 Any person making a loan for the construction of the improvement: Name: Address: Person within the State of Florida designated by Owner upon whom notice or other documents may be served: Name: Edward Hassi Address: 503 Grove Street Montclair, NJ 07043 In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (h), Florida Statutes. (Fill in at Owner's option). •- Name: Address: ) . Owner - Agent / . Sworn to and subscribed before me this 1 0 - day of er f o h9 e r 2003. / C:ipi TC!'H -R K DILLON Notary Public NOl m< t= u3? Sr cf P:ew York Qual■ned ,n New York rC' Certificate tried in Ku,C;s ::%r Comm,ssron Lxriref Decernber 30 2006 General Contractor CGCO27980 • Architect AR9583 8150 Lone Star Road • Jacksonville, Florida 32211 • (904) 721 -6088 / Fax (904) 721 -7845 OWNER'S AUTHORIZATION FOR AGENT 6 ` - 2 O - ,, is hereby authorized to act on behalf of FA ) 30,x- A t-4 S� , the owner(s) of those lands described within the attached application, and as described in the attached deed or other such proof of ownership as may be required, in applying to the City of Atlantic Beach, Florida, for an application related to a Development Permit or other action pursuant to a: n Zoning Variance n Appeal _ Use -by- Exception IT Fence or Pool Permit Rezoning n Sign Permit 1 Plat or Replat — Other BY: Signature of Owner Print Name Signature of Owner Print Name Q 3 94G 0470 Telephone Number G E CtifiFFErtrval- e. 4 A Signed and orn before me on 's /D day of, 20Q14. B Y Identification verified: — ci/ t t Oath swom: Yes No CHRISTOPHER K DILLON Notary ignature NOTARY P AMO State of New VG* Na irfi)rWis 34 Qualifioct in New York County My Commission expires: 1744- 3 j 2do L Certificate Eded in XIngt County Commission Expires December 30 2006 1 BIG D WINDOWS PAGE 10/14 0/21/2003 20:37 3544736 0 0 [ 10 •2,' NATIONAL CERTIFIED TESTING LABORATORIES 0 1464 GEMINI BOULEVARD • ORLANDO, FLORIDA 32837 ® • PHONE (407) 240-1356 • FAX (407) 240 -8882 • STRUCTURAL PERFORMANCE TEST REPORT • BUILDING PLANS EXAMINER REVIEWED FOR Report No: NCTL•210- 2065 -1 . CODE COMPLIANCE Test Date: 06-21-00 (SEEP THIS PLAN ON JOB Report Date: 09 - 25 - 00 Expiration Date: 09 -25 -04 Client: General Aluminum APR 2 3 2002 Revision Date: 01/31/02 1001 West Crosby Road Building & Zoning Insj c n Div FL. Carrollton, TX 75006 ' Examiner Sig ure Test Specimen: Better Bilt Alum.McaritePtbdlireg SPrin,_420" TVs OXX Aluminum Sliding Glass Door. (SGD- C35)(Single Glazed)(Steel Reinforced)(with and without sill riser). AP ?ROVED Test Method: AAMA /NWWDA 101 /I.S.2.97, "Voluntary Specifieditiatts.foottEgovn, Vinyl (.PVC), and Wood Windows and Glass Doors." in DING OFFICE Revision Note: SW leg extension was revised from. 1-1/8" to 1-1/ 4" OCT d 0 2003 • 1.-# TEST SPECIMEN DE 13y. DESCRIPTION General: The sample tested was a three (3) panel type OXX aluminum .sliding glass door measuring 15- 1 -3/4" wide x 8'0-1/ 8" high overall. The active panel measured 5'0-1/ 2" wide, by. 7'11-1/8" high; the fixed parcel measured 5'O.7/8" wide by 7'11-.1/ 8" high. Frame and pastel member s were not thermally broken. A plastic spacer /guide was used at each panel head /stile corner. The fixed panel was secured to the jamb wrath, two (2) 3" long aluminum angle retainers each fastened to the jamb stile with two (2) ( #8 x 3/4 ") pan head screws. One (1) claw type door lock assembly was located at 40" from the bottom. of each active panel lock stile each with two (2) screws. One (1) adjustable rnetal roller assembly was used at each end of the active bottom rails. The frame was of double screw coped corner construction. Panel corners were of single screw at bottom. rail and double screw at the top rail. The interior vertical sill leg employed an extruded aluminum. 1-1/ 4" high extension; an overall, height of 2.031. One (1) alurnin.urn panel retainer was fastened at 2" from each of the active panel bottom rail. One (1) extruded aluminum female pa.r.el adapter was fastened to the fixed panel but stile with five (5) ( #8 x 1/ 2'9 screws. O7►-elcir►.ided aluminum. screen. adapter was fastened to the butt stile using five ( 5 ) ( # 8 x 1 / 2 3 s • • .. �� . Installation: The main frame was fastened to the wood f f ood. test buck using forty;erg7�t?�"48)� #. fax :1�= I/ 2") FHS. (See fastener diagram.) A PROFESSIONALS IN THE SCI 'r �J (f J ENCE OF TESTING 1 !,S, t r • Received Time Oct•22• 8:40AM 10/21/2003 20:37 3544736 EIG D WINDOWS PAGE 14/14 MI Horne Products .2 NCTL- 210 - 2065 -1 Reinforcement: One (1) U- shaped glavanized steel reinforcing channel. measuring 1 -3 /4 "x 3 /4 "x 1/ 16" thick filled the length of the panel adapter stile. One (1) U- shaped galvanized steel reinforcing channel measuring 3/4 "x 7 /8 "x 1 /16" thick filled the length of each interlock stile. Glazing: All panels were channel glazed using 3/16' thick clear tempered glass with a flexible vinyl glazing bead. Weatherseal: Double strips of centerfin weatherstrip (0.270" high) were located at each jamb, stile • and lock stile. A double strip of centerfin weatherstrip (0.180" high) was located at each interlock stile. A double strip of centerfin weatherstrip (0.250" high) was located at each parcel top rail. A double strip of side fin weathrstrip (0.430" high) was located at each panel bottom rail. An adhesive back polypile dust plug measuring 1- 3/16 "x 13/16 "x 0.420" was located on the head and sill at each end of the vertical stile exterior track. Weeps: One (1) weep notch measuring 1-1/ 2" x leg height was located at' each end of the interior sill roller leg, exterior sill roller leg and screen sill roller leg. Interior & Exterior Surface .Finish: Non - painted aluminum. Sealant: Frame and panel bottom. rail corners were sealed with a small joint sealant. Insect Screen: Two (2) insect screens, one (1) center insect screen measuring 5'0.1/4" wide by 7'11" high; Both were of coped corner construction. The screen employed fiberglass mesh cloth with a hollow vinyl spline. One (1) roller assembly was located at each end of the bottom rails. One (I) claw type lock assembly. TEST RESULTS Par. No. Title of Test & Method Measured Allowed 2.2.1..61 Operating Force Center Active Panel To open 20 lbf 30 lbf In Motion 5 lbf 30 lbf Right Active Panel To open 18 lbf 30 lbf In Motion 3 lbf 30 lbf 2.2.1.6.2 Deglazing - ASTM E,987 Center Active Panel Top Rail (50 lbf) 10.2 % (0.051') ,,<,100'Yo Bottom. Rail (.50 l bf) 7.8 % (0.039') ,.' ,,V."00(3/4=. • Left Stile (70lbf) 6.0 % 0.030" ` _ e • ,I . ti • Right Stile (70 lbf) 5.4 % (0.027 "):' 4 -' T00% '- ' :- t.• •-• _., 7) I: ili . .4:1, • , . I . _! i oei J Received Time Oct.22. 8 :40AM 10/2.1/2003 20:37 3544736 BIG D WINDOWS PAGE 12/14 MI Home Products .1 NCTL•210- 2065 -1 Par. No. Title of Test & Method M gsured Allowed 2.2,1.6.2 Deglazin.g - ASTM E987 Right Active Parcel. Meeting Rail (50 lbf) 8.4 % (0.042') <100% . Bottom Rail (50 lbf) 8.4 % (0.042') <100% Left Stile (70 lbf) 8.0 % (0.040 ") <100% Right Stile (70 lbf) 6.2 % (0.031') <100% 2.1.2 • Air Infiltration Passed 0..30cfm. /ft2 • 157 psf(25mph) • 2.1.3 Water Resistance- (5.0GPH /FT /2) No entry No entry WTP=4, 50 ps f 2.1.4.2 . Uniform Load Structural - ASTM E330 45.0 psf Exterior 0.245" 0.381" 45.0 psf Interior 0.258" 0,381' , OPTIONAL PERFORMANCE Par. No. Title of Test & Method Measured Allowed 4.3 * Water Resistance • ASTM E547 & E331 5.0 gph /ft' WTP =5.25 psf No Entry No Entry • Note: At this point in. testing, an additional sill riser was attached to the existing main sill's interior vertical leg with the following results being obtained: Par. No. Title of Test & Method Measured Allowed 4.3 * Water ResistanceASTM E547 & E331 5.0gph /ft' • WTP =6.00 psf No Entry No Entry 4.4.2 Uniform Load Structural - ASTME330 , , > , 5 52.5 psf Exterior 0.379" 0.381" 52.5 ps f Interior 0.380" 0.381' * Test performed with and without screen TEST COMPLETED07 /I5/98 Note: In addition., Better Bilt Aurninurn Products' Series "430" and "440" also received q G -C35 rating being identical in panel construction and interior sill leg heights. i `''�� i,. , 0 — , .. , , iii cyy This test specimen meets the performance criteria level of (SGD-C35) o the ,/ +• � . �� 101 /LS. 2 -97 specification. Detailed drawings were available for laboratory recot' aria � 2 to the test specimen at the time of this report. A copy of this report alon g wits. s p> e a, a `'„ . c .. , "' sections of the test speCirn.en will be retained by NCTl. f or a period o f four(41yearshe e9 � . r_ �;� . w �'liedes obtained apply only to the specimen tested. `' .. x... ©. p . L-4... '•J;„, V�. it (41' 4 , � 4,�. ,� / Y p I , 1 , r � I. Received Time Oct.22. 8:40AM 10/21/2003 20:37 3544736 BIG D WINDOWS PAGE 13/14 sG - ri KGB: aa spatls� !I a � !O '4 RK `P9 . 111E iAil Alif r ii § �� m ° V e e I g T,� IR I w o y " , 3 x • ii /A(' „7/// dig li;21 WI / It LI-,:!Alttl° 1 -- 1 IA 4'011 gg A , :� . I _: is 11101 g �3 Q z a 4 .. �lCM (f ly Z. 0 3 g y 4 y �S a_ /tl 7 ?- _�i y d y irk ! A: 1 • Is .' 0:: li 4 1 E 14 1 1 ° 4 xv I • li 1. 1 i " 1 1 1 a . a A a n i 1 g g J p T n 8 g - _1: ri m. • crl o B xxA 7� € � �e S ri ■: ae X 1 < • . Re L 0 3 2- d3 .g 3g g li , • � . x o I ti m xl I 1 N111111 • A ` J l9: a . H IV_ ∎,•-�.∎ • J C P F I o . ■ A Y . 7 a tit I s' e :g gill ; OPPOPA .3 : ii i di 1§ 7 1 4 11 1 .1 1 San gnirpanlecOgill/IMMOOMI ,K, h 190 1 HIM 00PA iS' A m �' "IUR V +G� gu Sg R�$ -'I A t;ii 3 `� P J- �bR x xxx D .. x.��exxwxxx"xrsxxxxx xww x.. b' m C1 i 5 W AR2SWI aagggggt,gMOSSg$ 2 O 5 G .. a ', MJAiC ..wP JUUSVUUl vu Up JUIwPA YYA V+Y YGr �^ ,,,if ! X ,,,,.... _ O JUU�sy.",.. AYYau.Y q8�' r D nr Q > > Y, VS.,10.,Vea,..z , ..VyeaV��lTU..0 Y1i.1VwY pa R �_ � � f Y NVA�AUUU4Aww.UUUUwaA+UUNU AA S . 1 6 . •e CO � P 7 Nr. ww.� YYY ,AAAl YYVV AwA r� V F AVUYVO.Aw+uuu e O * ` • _ - �a • � �q R. � NPl.A wAP qU lA+A +G1 ♦ ♦ + AaeNlw + w+a •1 11 {✓/11 P S 4a uuuaawarwuuao aa��uunan i a Received Time Oct'22' 8:40AM 10/211/2003 20:37 3544736 BIG D WINDOWS PAGE 11/14 jUL -25-2021 15!07 P11 ENGINEERING '(3:( 404 rin4 r,c14,0c. ,.., DESIGN PRESSURE IN PSF .. ...4 Co 0 g 0 0 0 o 111/0411•11•■•••••••111010811■•••••••■•■.4,.... AINNW••••••■ ' ii • . 4:t• • ffi . t 9$11 . . ei pi 0 ; . . ■ • W I 1 1 . , , , . n X li ;1 . 11 in Li _ -- - . , •. 5E I i g . *4 rn . • r NI g ' ■ 1 i , 2 .. . . V) . - ■ .m . ' 1 6 3! 1 I 5 1§4§1 Of) 0 4 Z 1 ° .1111°41. Al . g, q l • lig V C: m 4 1 3 A • gl N --( iggi:Ft0 ! 1 P .15-9 71 yv lop 2 1 i .c41 ii2) ipi 3 .5 . ilL p, , 1 , i gvN 1 - it . x 1... II il i ; . i --,--.L_J . . ... . .. . . .. .......---0.---,p,........_. .. ..., TOTAL P.02 Received Time Oct.22. 8:40AM t j 09 10:05 3544736 BIG D WINDOWS PAGE 01/01 �■■ ■ I■ ■ t■ ■ t: p • n • 0 I 111111111 q 1 ° ..• , i? . • /7:1 O 0 �, ' D p A 0 cj Q % LU CC Cr) W O :.--el (� Q 2 (1 i • is„, ill p r . r - gig III ‘n C' 1 , CO W CC ° ! 1 iI1I1I111: . C la IIIIIIIIIIIII, o • -,i OI GPI °° _ 1 111 ¢ .., ,,,,,, , ,„ 6N , • . r w r- i °o r J� w U co Z _ 1 c , M 0: d r-, m o .- cn O �� 11111� 5 O w e © ©n�� © d ®BMc;D� 3 'Q Received Time Sev.23. 9 :52AM O ._ z oc8 m (h _ O Lt 0 ,.. o Z 0 0 0 ■ 0 F- N N Z 1 Z C O z I-1-1 < W O o a W O O o o Q a_ w - ° a -0 o -0 - a -0 0 0 0 a -a z W X ) X (0 (00 to v) v) °U Z 0 d d CV CV &) Z.0 in ao O 00000000 T-7 o cc o 0 w 0 �1 cK it o u) z 0 m 5 O U 10 ., 0 W 0 j: le I m U W O Z o� i o g m O U N Z ; s i g a O < r 1 � v 1 tO uJ N 0 W D e 3 O 0 1 Y w e < � emu„ u, ; Luuz, tr3: 14 2544735 Aug - 29 - 02 10:18A EIG D WINDOWS PAGE 02/04 P.21 a kin. ' . En9;neet■nu 04/09/02 unn Comps erTexat, Le • STRUCTURAL MULLS BRACKETS v APPLICATIONS t 1'/3 - • • 4 9/4 91/4 ! 2 2/1111 — L v1f2 1 11fi 4 1/4 2 1 /2 • I 11411/1940 Series ° Vertical Tabs Mull Brecftstt 143 1440/1540 Series Designed to am a tube Vertical Tine Moil BraOkek 1439 mullion in an opening. Designed to anchor a tube mullion in an opening. . • 4 102 r° °" - -- 4 S/e I 1 1v /g I 7 1/2 1 .3,4 °"� -.. j 1140/1940 and 1440/1540 &tier vs Vertical Tube Mull Bracket 1444 and 1440/ 10 es Designed to anchor a tube Horizontal & Vortical Tube Mutt Bracket 1449 mullion in an opening. Designed to anchor a tuba mullion h an opening. Received Time SeP.30. 9:01AM ...oa.. -...,,, c.,.“ Gr.. U'i : I 4 3544736 BIG D WINDOWS PAGE 6.111° Aug-Z9 -02 10 2 ), 7A D P 1 0 ---_____— 111 o i a T ti) (A ta cm 7 co ca Lo 3' a 13 0 14 ;1")''' vi v -0 . 2 45, en c u ,, 1. ch frio .itt. ca 14 ,.... qi le3 ( 61 . . . v g c; .p. 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I d m 0 wamasd.} , Vt yy t` tlr wuueIamO iNao,umae.alnwaamanorauu14. c liell N a3 Received Time Sep,30• 9:15AM • ' 10/21/2003 20:37 3544736 BIG D WINDOWS PAGE 09/14 • m 1 q w p AllMolt; '4 .'l. v.�. v .v 9 rx � mt m � 0 9 • g Ig F s c o s g i:gilllin; P w. 0 . .. 41 1 . 11P1350: 1 '. // R . . • 1 ' diriw 4 4444 - Ig " " . _ ' !�� ` w I \— ` w ` 3 g pu l --I ® = 1 � `; r�O v MR � P� � � • i l $ A .11 ,; E g 2 F V1 F ._ `- P o r' • m Fi i 1 ' p o m 1 1 t 1 N o ��_� _z Ili lit: ^ I� _ 4 K 0 D= 5 R il :- 7 .4:1 7 x z r ■s ---- Ai • 1 i X 9 lil P A / a y �� 1 g" yes ii 2 7 -c " 1 i- , - :,. 1i 1' I• U 1F a a U f N w V N A A4� c 08G0 'd'15� �C m6m6 vi ea___ sa �aa �� t, "' _ . ,� x.,xxs� SS6S $555" g !! ;;;k' e: EprS��a 8b75e�laa ^x ;;;;sx$I�Y�Ddxx$da;1 sa g e a n v 5 55 S5S5 „ 1.c oza i 5 \ S 3 3 $ A O HSI MS SS55 " m 1 g mg111 de 5 aim Q N ' _ � s sssSSusssS{ sSSassssssaasssuss�NL��SN�xi6�e y II P 0, q ' a � , a sasSSSSSSSassssosSS4'sLSSelaest�i °�sM�ruoa 2 � 2 3� � � • � , a b �� 1 mmmmm mmmme mmmmmmmmmmmmmmmmmmmmmmmm X Ea 11 t� ,y( �' b z !� w w w W2 !1 FFASiS��! er-�; �; ^}��;i �� - � aw ww+�.�.,w wwwwwww e � ,s_,. a ,... baeTEen0ab_ Y��i i a 04 e ioneh b bnabe % , ,J y I - Received Time Oct.22. 8:40AM 10/21/2003 20:37 3544736 BIG D WINDOWS PAGE 08/14 • 6 , :1 ' (�1. r '="7.12zr.lix. , . P. 1 R 14 d . q_ 1 1/ of li • .. • 1 .._) !�' ...L___. • • ! 1. _,, . pr } §4 .. i5 . Sc • • 1 . R '• � mN 2 I X r Gf ex 31 I 0 ! . R N � � 1p 31 • n � 1 m 1 .� � AI . • • m tr • ° P — . , Q • , 1 Rd 1 ` I I • �. —I� I< a il • i 3 eu r Co) c • r . . r a . U ... A .,... V N !G• C .. • H • li I I~ } • i iii m � r }L..,, N . aa8 ::: �hiw�'ikful OigCi pl 01:: : :: seaao 2 7 [[[��jjj ,�F �jjjj a y/ a xXXXX XX li p y XX X yy YXxXXXX ♦ 1 U , f]CXXX y f1.. KM Z J. �gQ��R'1` S $ a �u0tSS�bfYiJHSY.' 1` ►`!SS'di :NSS PTu SSIa • �� asssassssssslaasalsssslsssslsass 9 e2# '1 11 ~ Zbl � $ 1 :0 ii iaiibt3588125SSEIi1ii ,ifik �i le i v¢ � j y �yjj�I + ♦♦ ++ ♦♦ +♦ w aa ♦ u � y ` • '^ � '• I 11 I I I 1 11 I I I S p SVSOSOG�......SO , • 5 „ lq SPP I11111111II ICLi�CYTiV�G �R �$ I _ �` `� !MIT � � NNwuLNNNNN NNNNNNNNNNNNNNN NNYNUNU ` �p 5 F p ,' p YYY �rnp q ��AAA q 555 6 In N �� ro q^ •4 NNN NNNNNNNNNNw NNNNAININNNNNNNNNNNN d 1y. �p '�m L � R N N NNN n � (n v � 1 I g QE a e Nw NNNNN . 1 iircii 1III MI , i i i ; ibl I t Q s n (gyp ^ty IQ •• ?.'z "' G 10 3 C ♦AAAAAAA VN44UUI.A..i. 1.NN1AW4 { ' : . � .� AAAAA • 111111{{{ 0 i J�AA 1.1/V4444Aa4/AfAf�ANNVGIJN 000 `iti g f 1 1 F ill N , 11. •N..aAN VII AN..... ,,aPV. o +a�Bes d Received Time Oct.22. 8:40AM 1 DEPARTMENT OF BUILDING Q'1 /� CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. 8 1 4 PERMIT TO BUILD i. ?,t0U Iri THIS PERMIT MUST BE POSTED ON JOB L • UULKAI 17 '..t a 1 is 4/i2U. Date 4/20 19 83 :a \.R 1 IOUCACG Valuation $ MECHANICAL Fee $ 42.00 1 i `LJ 1, 4/20/e3 This permit not valid until above fee has been paid to City Treasurer, and is ,! U e 1J 0 C 4: T3 subject to revocation for violation of applicable provisions of law. I i LI r. 1 r L1 / / 13 'Y OCEAN STATE HEATING & AC . '' This is to certify that 17').. L.', A2L /63 1600 has permission to tail INSTALL HEAT & AIR ! Classification SINGLE FAMILY Zone PUI) Owned by G & M CONSTRUCTION CO. Selva Marina Lot 7 Block - - -- S/D Gar riang TT '' House No. 440 GARDEN LANE According to approved plans which are part of this permit NOTICE —ALL CONCRETE FORMS 2 AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS 33 AFTER DATE OF ISSUE • 4--- -■ O Building material, rubbish and debris -i from this work must not be placed in public space, and must be cleared up and hauled away by either con- t actor-or.-owner, - owner Building Official. / FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER ! 4001 4011k cuiLDING AND Z Ok IWG INSr CI1 N DIVISION CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR MECHANICAL PERMIT -__ IMNRTART- /.pptioc.nt to co,npl to *II itoms in sections I, (I, 11I, and IV. On._. Side o f ^OT kwt.asn_- - St. serf St. LOCATION (Uortts, Sufi East, W4111 (Aedrets) (Intsrsa.cfi .q Straits) OF r IUILDi` G Lot No_ Nock No Sub- 144.4:0a ( State portion of lot if Iwo tfun fug lot-Attach %lel re,surip1ion per cf.-ad in duplicate if note- s:..ry) II. _ TY c OF -T OPOS 1‘", Ea-4, WORK - Ail cxG cznfs comp. 1. Forte A - D A. tn.:: OF WILDING L CGVI} <c; iKlP i , R ESII f DENTIAL I5. Private (indi7i?wl. ccu- �rcfi�. VY One famil I I n po inst ;tvt %+c.) (. / 0 Utility id. ❑ Pub`s (F•t•dsral, State or Iocal qae- ri. 2. 0 Two or more Gamily - 12. ❑ S.c_tiool. rt:rery, . Enter rumbsr of rooms_ other e. :Lcationel C. NATUkE OF WORK 3. ❑ Transient, F.stel, morel. 17. yk Nr,r Fr "dny rooming house - 13. ❑ Store. mar..ertile Enter number of units Otfw It. 4. ❑ Other r :sidential 14. ❑ OTHER - SPECIFY ____ 19. 0 Rer- 'soen.:r+t of exit-Gel System 20. Wet initeration (too aystw -e 1 r vioa try if Ssrad) NON•t'ESIDENTIAL ❑ - -- - 21. t.. -.:cr, or Imd- -on h rsisting ty am. 5. ❑ Arr.usFment, r:crsationsl 6. 22. ❑ O:frcr - Spr-cify ❑ C.h;:rth, other religious 7. ❑ industrial 1. ❑ Garage. service station 9. ❑ Hosp ;!el, 4,0;10 :ono! E. n-; CF : uluzi? 10. ❑ Office, bank, professional 36 t�u.^bar of tfurist_ �- 4. 37. 4°s `,blood frame D. l,! CRANICAL EQUIPMENT TO RE INSTALLED 38. ❑ } end (Provide. comp'.te list of components on hack of this form) 39. Q Rein'9.2r} concrete 23. EQ furnace: ❑ Space ❑ Recessed Centred 0 Floor 40 0 St- uchrral stool 24. Air Conditioning: ❑ Room Central C 41. ❑ Other 25.k Duct System: Material bClLC 13G41-241 / � T1,ickR Maximum opacity ' "'R c.f.ns. TONAGE : t. 26. ❑ Refrigeration 27. ❑ Cooling touter. Capacity THIS S3ACE FOR OF-f -fCE USE O4�ILY g.plss (Zee i.eol) 21. ❑ Fire sprinklers: Number of Lands 29. 0 E!.vetoe 0 Mer.lift ❑ Exslstor (ner..ber) 30. ❑ Gesofine prmpt -_ _(nunuer) 31. ❑ Tanks (nurnbar) Rar-41 r4t 32. ❑ LPG containers (number) 33. ❑ Unfired pressure vc•uel Psrmit Acp -'d Daft 34. ❑ toilers 35. ❑ Oth v - SF- cify Parrrnit Fee 111. EE:NEReakL INFORMATION Y A. T of hcatkg fvel; E3. 15 OTHER CONSTRUCTION EEIkG DOME ON \ / 42. kE'ettric THIS t3U!LDIHG OR SITE ? E . s 43. 0 Gat - ❑ LP ❑ Nat./real ❑ Central Utility I I I 12 \ I DEPARTM OF BUILp PERMIT NO. '" CITY OF ATLANTIC BEACH, FLORIDA PERMIT TO B UILD I I THIS PERMIT MUST BE PO ON JOB 19- Date 2 23 Fee$.-3 r I Valuation $ � aid to City Treasurer, and is 1 permit not valid until above {� has bin licable provisions of law. f5,,- .� F �I This pc % subject to revocation for violation app C • . tJ � / : i +y„�.� 1 t hat KEPT E BEACIT i , K „ C+ l Th is is to certify C BLVD. ,, w a r ATLANTI `. r 241 ,. :.� , 4s /;. S ING__' F; '. `° i , has permission to build PCtD S I1�IGLE F�IILY Zone Classification I Owned by G CONSTRUCT CG Blocky —Sro Ow Gardens II Lot 440 GAI�ETI LANL art of this permit CONCRETE FORMS House No plans which are P BE IN roved p NOTICE —ALL GS MUST According to app AND FOOTINGS POURING S SPECTED BEFORE MONTHS ' VOID SIX M AFTER DATE OF ISSUE p Building material, rubbish and laced A debris from this work must not be placed 4-------4 in public space, and must be c are u p and hauled away by eft r tract' .can Z / y ,,. I f� Building Official. CONTRACT I I PERMIT F OR OFFICE NU D ATE MBER US E ONLY ' PLUMBIN i ELECTRICAL I ■ SEWER I WATER r , �1ZY D pl-1.11'1 r �q • S 1��T• U1I ING �. C pe _ $ l C, �7 -_ C �r per s4• f � '�.�+.., FOOtAGF e sq • ft• / ,, p SQUARE 1 VA \1ED V AZF.� ( per s�1 i R �� - n�ACD �1 @ q it. S -� (, vet g - -1-- -� 6 '-j C r,O ORES @ $ �, : @ S DECK.: — o, o`T AL V AI,U SI S LLS �� Al 10 : 1 p Lk;11;_� -� •.. l_ t $_ _-,'''').00_5___-..,), _ A DAT @ $ � . C� (yet ljereof 1 �; �� UA1 SON n t il , c OT A � ,rt�O • . . � �l l TION NG YER1I`T FEE t FILING FEE `� � V AI,UA ��A T;4DER p�IT FOR pLAA TOT AL 2 la YL l T11 BUILD PLU � E __- _ -_ _ +P L -- CAL TL�'p O�RY ' _ --_ , �� - �- FvEC FEE: pERF1I T J�� LL1s1 L. $ � $__________-_, FEE $ CTRLCAL RESI➢ftiTI.A 1 )U- ~ ' f rLF. ,E TIE ILR SIZE: S4�LARE FOO @ __ CC `,:;Aid �,RGE: w� � _— `� R CO �,� EC TION GF1 FIX,ILRE tiNITS = CHAR _ CO *:k,CT , f pl =r TAL ACCOUNT NO.: _ - - TOTAL v T p. � 13Y TO �p p,1 i 1 C 6 PCN T AYY' F �l E TO. �� (�� p F; -1G 3 r ,-, f ; ," ., ,-- t,A 1,2f D Date ........._._.......19 .._.. ` - g Permit # - - - -.. .....Fee 8.------- CITY OF ATLANTIC BEACH Valuation = FLORIDA Roues # __...... -- • ...�... APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner- Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrssmeut regard- ing intermediate or final inspections it is suggested that s list of sub- contractors be submitted to this office so that licenses can be verified. ..� Owner , i��.�tiy �l�I✓' t�....5.!'x �� Date. ............. ...� 1p ..._....... • Address.... *1 $ 4,4:e r� Telephone No» .; ...- ,1.•r.,? Architect. e'1 y .fir , .e..- , Addrus.. G idea . ca..b.r c. - Telephone No..J`1..� — l'.1 C Contractor Builder/ r'h X4,.,4 t'S. „ 4-A — "'- -- Address Telephone No. Lot No. 7 Block No. Sub Division S (rlid �I �h �,.. 11114 4c. . .4t.•�4 7 --^ - 1 C- .Zone 6 .A- 4.rt 4.4#2..1- f., Street. Side Between ,..- -and Sy Valuation $ For what purpose will building be used--, j ..f.1. /.0:fY, ,1 Type of construction. w "" v t.ap. --te Dimensions of Building Dimensions of Lot...,.1r< -2 4.,r., Size of Footings.. 4.' el Size of Piers Size of Sills Greatest Sill Span is it. Type Roof. 7444 How will Building .. ding be Heated?... C..4t._ck. 4.ille Will Building ddnng bs on Solid or Filled Ground! laZa._.._....._. -- Size of Ceiling Joists 2.1 , Distance on Centers , .. '` , Greatest Span. ... .Z.!Z �........._._... ._ " Size of Floor Joists....24.(1 -0 , Distance on Centers `/ " , Greatest Span..,/. y ( • She of Rafter J --G.6 �...�.� 4 a - m.4-Distance on Centers Y '• , Greatest Span. /6 r • I / . 6 A P P R O 1i E D This rectangle h to represent F,`ff - .iVTIC Locate the building or buildings i the 1_01 N N G OFF-ICE right position. Give distance in feet from • all lot-lines and existing buildings. � / EB 3 `oc43 REAR LOT LINE Two copies of plans and specifications shall be submitted with application. : ';� , ,e Inspections required. _..... 1. When steel is in place and ready to pour footing. 5/ 7 2. When steel is in place and ready to pour columns and/or lintel. g 1 8. When steel is in place and ready to pour beam. 4. When framing is completed. � j�rr 5. When rough plumbing is completed, and ready to cover up. # T✓ ` U 8. When septic tank drain field or sewer is laid but before it is covered. q """�� 7. Electrical Inspection by City of Jacksonville. § 8. Final inspection. Note: In case of any rejection, re- inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance. with the building regulations of the City of,A•�lantie Signature of Builder.._. �s..�/ .........__._......... Address f / ,ra lZ.e.,, p ". / l'� 4L. Signature of Owner Y• 5 PERIIII ND \ B UILDIN G ' OF pEPpR�I`MEN Bacr+ FLORIDA x O F AIL I CITY MIT T,.0 BU � o N jOe T HE PER MUST BE POST 19 2/ 83 Date Sc�,C10 ee $ PL5T Treasurer, and is fee has been patd to City Valuation $ o { law• p until above of anyv icable provisions of valid {or violation lam' z' Ibis P�n"t not revocation �$ t G0 subject T l�C' Li \ s o if that P AIR PLC 2 °:-.006* w2 p 16 ,) p Ll 'This is to cett y �„�:� 1 ,5 't- �. �" . e to Z one . ar G � iria hasp $ e3 V SI�GLL P ��ILY 4 1: 1 c r Classification 1 ' Blo Own by MS R _ � LOT 0 G r `? ' s' �t ALL CO? I.ICRE BE 1N e N °• plans w hich ate part of this per TIC GS P URING• House OTIN E r oved Al ANN T ED B EFOR S to app ERMIT VOI S MO UEH According � SPE TE O p ISS ?1 ER D A an d debris rubbish be plac n rnateri n ot Oz it u b l c leared � -� B " thi A fr pu bli c pace' an a by t either con- 'I a n d hauled aw y ' ap or or ow • . tract $ wilding Offic Z CONTR �� DATE PE I I CE NUM FU R OON SE of �' \ PLUMBING illi \ I EL ECTRIG AI- I SEWER W11.10V WATER WI. CI TY OF A TLl N I C B E_A CH ALP LLCA_TJ ON FOR PL_Ll•:3L_NG_)'EF •9�� DATE -1e3 _ LOCATION � %ji PLU1131 NG FI RM_ - - - -- ,;;/ �"�' ✓' - MASTER PLLt•:3ER - - - - - -- ----- ��l CITY /COUNTY OCClPATI OVAL L CENSE N0.__ 1 STATE CERT! F I CATS NO. BU! LDER OR CONTRACTOR - - `- - ��- /1%' TYPE OF BUILDING 1 -SINKS -_ SHO'r.'ERS LAVATORY / WATER HEATERS BATH T113S / DI SMASHERS URI 1ZA1 S / DISPOSALS CLOSETS .'.ASH! NG RACH1 NE FLOOR DRAINS 4 TOTAL F1XTURE COUNT I NSTALLATI ON OF PLU•;31 NG AND FI XTURES !BUST BE 1 N ACCORDANCE WI TH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLIMING CODE. N KW } 7 }'E } -- - , '-S.11)LN71AL 'CF'.1101; ------ - -- - -- - - - - ADD] 71 ON - -- - -- - - - -- - -- - - ADDRESS - ---- -- ---- - S7 }F: YLLL':EER _ APPROVED p7 ease print - - - - - -- - ._ - - - CITY G:� �_iV TIC _�EAG�I --- BUILDING OFFICE - /COUN Y UCCUPA"110;:AL LI C ESE NO ,,, 7 , AIE CERTJFI CAI E T.O. I.- 7 L_ r (. -- Z C — ? '_DER OR CONTRACTOR S1' } S - _' 3 - )_�.1'. =.7ORY BATH TUBS UR1.:.'.LS F - -- - ., • - - - -- _ -_ LOOK Lr_4 I.,S C1_ SETS - _ _ SHOPS 1 WAITER H AiEP,S ( UIS? .: s: rRS - - - -- - - -- - D1 S}''SALS '.S: ;1T;G "_�C)i7NE OTHER - -- TOTAL FIXTt' COUNT / <� �, =' : LLA7 10;; OF PIU1 AND FIXTURES I - fUST 1N ACC-(L:1`. _'.CE 1:1 TH THE ?•;OST 1 EC NT ED1TI ON . SC�L:_.. ST.:?;.� D PLL�IBIAG CODE. -- -- - - -- - -- - -- - - - -- S7 GNAT URE OF ." -STAR PL:.__?ER n z. i z s. .. .- :. .. z z z z z. z -.. * z z er. z - z z z z z x z ., z z .. z z z * 3 is x t :t is * * FIXTURE UN1 T JI'L DO1:'I; ii_ ;._ UNi Ic ARE EST_ EL'cnrD AS THE - -•� I '• _ • _. -- r. O -.C'r. i:: = P. "� F71:11 E 1 . r. _ E D -.:D CC', '.ECTED TO THE CITY Ur. T E R SYSTEM. THE 1:'A_TER SU ?'PLY C - RGE I S i=ce .F. =BY ii }. =D Al : 1)C rER ..T-" XTURE UN 1T CO';N; -CTED TO THE CITY WATER SYS EE_.1. SEC. 27 -3 (c) �A_':::vO" C -F:OUP CO';SI STING OF E_Air.TUB ( ?:JOR t:JO OVER c 5741 TER CLOSET, LA.'ATORT b BATE -- __ }, cD S'HO;;ER) (2 UNITS) T); ..ESTIC (2 t TUB OR 5HO1;ER STALL (6 UNITS) BIDC.tT (3 UNITS) LAUNDRY TRAY CO,WI NAT ION SIN }: TRAY - (3 UNITS) - DENTAL LAVATORY t "SITS) (1 UNIT) KITCHEN SINT, CO;;BINATION SINK & TRAY W/ __ -- FOOD DIS. (4 tiN1TS) - DENTAL UNIT OR CL'SPI- (2 UNITS) DOR (1 UNIT) <3 K1TCHEN SINK t: - DRINKING FOUNTAIN (1/2 UNIT) �) (24 DISHWASHER (2 UNITS) 'WASTE GRINDER _ FLOOR DRAINS (1 UNIT) I LAVATORY (1 UNIT - LAVATORY SURGEONS ) __ =- LAt'.tiTOR1',= (2 Uti1TS) _ SHOWERS CROUP PER HFAD ` -yt'� PA =LOR _ SURGEONS SINK (3 UNITS) (3 UNITS) (2 UNITS) FLUSHING RIM SITr (8 UNITS) - SrRV7CE SINK TRAP POT, SCULLERY - -- URINAL, PEDESTAL, SYPHON JET STAND (3 UNITS) UR i ' (4 1�1 TS) C:7vITS) UhI,;.AL, WALL LIP UR1N L STAT.L, BL :OUT (8 U URI';A TROUGH EACH 2' (4 L'tilTS) - WASHOUT (4 CN i SECTION (2 UNITS)_ ��- SHITaG "ACr'IT;E RES. WASH SIt; }: Fl S (3 UNITS) OF FAUCETS ' - -.i EE CLOSETS, T.=';t :- CLOSETS, CLOSETS, t'ALVE OF =RATED (4 L�1:I TS) - -- - - - -- l OP =RA (� t t ^.} TS) ZED (8 UNITS) ■ u..AL .:i. -- L .TS ...3 /L = y CITY OF ATLANTIC BEACH APPLICATION FOR WATER CUT —IN APPLICATION IS HEREBY MADE FOR / 3/4 (7 o WA TER CUT—IN CUT IN AT THE FOLLOWING ADDRESS FOR _ 2 3 UNITS (S) CUT—IN CHARGE OF STREET NO. 440 LOT 7 BLOCK SUBDIVISION k A ACCOUNT NO. Oq° / �J G; MASTER PLUMBER • DATE METER NO. DATE INSTALLED • CITY OF ATLANTIC BEACH APPLICATION FOR SEWER CONNECTIONS ACCDUNr N0 . O f ( )/ q G} DATE ' 31 S3 LOCATION 4NO )1axd.e, A--t;( r— LOT T. ` 7 BLOCK NO. SUBDIVISION }J / 1). baccie,c.� OWNER 0 / L- TYPE OF BUILDING 2' ` 54-t c lam I4ASTER PLUMBER DATE INSPECTED BY CITY OF ATLANTIC BEACH, FLORIDA Approved by 1 APPLICATION FOR ELECTRICAL PERMIT; TO THE CHIEF ELECTRICAL INSPECTOR; DATE:. i, 19 W IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, 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 ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. f - / : ::: t o ' I C C. / :. MASTER EL CTRI ►S • ■ ELECTRICAL FIRM: ;,yam,, NAME c3"` 0 DRESS: L� 7 �/ �-% £ . • RFD BOX BLDG. SIZE BETWEEN: RES. RAPT. ( 1 COMM. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW l OLD ( ) REW. ( 1 ADDITION ( 1 TRAILER I ) TEMP. ( 1 SIGNS ( ) SO. FT. SERVICE: NEW (/) ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE 4 -6 AMPS a COPPER ( ) ALUM. ( SWITCH OR BREAKER b AMPS PH LT 5 ( RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY ®ERS NO. SIZE '140,' ' . SIZE NO SIZE" LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES , COP10EALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWi7"CM INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. OVER APPLIANCES I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING CM. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT / ° /0 0-1 1 OVER MOTORS H.P. VOLTAGE PHS , NO. 1 H•P• VOLTAGE , PHS MISCELLANEOUS TQeJCPARMERSe 1 UNDER 600 V, I OVER 600 V. ...: ...... 4 ',... , :. ... 4 ill (! i rttttcatr of ®rru1anrj s . . , CITY OF .• �4 Atlant 4 Mack , Bppartmrnt of Building Jnourrtion This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the l ? various ordinances regulating building construction or use. For the following: k } l r 1((l`) l l 1 . _ ; Use Classification l +C .._. (. Bldg. Permit No , `IS G r ou .__—Type Construction 14' .' Fire District_ ( ,� �. P 1 i y 4. -.) r "� . %.)c t .r` 1 `k 4 L C .? Address ,y�� Owner of Building c �� ,y � � x zz ocali _ - � t � � ( . t (r Building Address ' 1 t.. 1\,, L --- q i4, U . Li t ' t..°' 1 . f 6 ( 3 yj ' � I Building Official llatc. __ __ 2 .' POST IN A CONSPICUOUS PLACE i yyam� / \ / t • r�cY " N 1.--, ,ar fff...... -., t- ' 3