Loading...
99 Saratoga Cir (vault) CITY OF j 14&asr4-c /3¢ac/%- I// Office of Building ON lel REQUEST FOR INSPECTION /� D e HNNo. —< zo 9 T1. ! A.M. p ryy WHO No. Jae TttHlry Owe'e BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Frivol, ❑ FooOne ❑ ue bine ❑ Po gh ❑ Air,Cone.B ❑ fie NouOne ❑ Slee ❑ Tamp We ❑ TWOuf ❑ Meelmg UMN ❑ Fire R. ❑ Re Fee READY FOR I148PECT ON A.M. Tuu. WW. TN Frltley P.M. / M. Inepecllan MWO Inelfaalor Flnl lmpeHlon CMlflgtaof pYupnWy OHP CITY OF / Office of Building Official REQUEST FOR INSPECTIO 4 2 Q/ PermitN . D ( L Date !I Time G /Q A.M. Racarved play we Adaresa Owner's Comraclor 74U Name ELECTRICAL MECHANICAL CONCRETE MBIN6 BUILDING Rough Wiring Routh ❑ Air Conal,1, & Framin ❑ Forcing ❑ Hartin Re Roofing ❑ Slab ❑ Temp%le TopN ❑ gas r ❑ Fire Place ❑ Insulation ❑ Coital ❑ Final — Pm Feb !, READY FOR INSPECTION A.M. Mon. Tuea. Wed. Thl. a MaY A. ��� M. Insplrclgn Maas PM. F ial inspection ❑ Inspecmr / rtilicate of Occupancy ❑ /�(Oui �itPff3stiRF� I in. sq. 8122 DEPARTMENT OF B ILDING CITY OF ATLANTIC 3EACH INFORMATION -- -- PERMIT MATION --- --- ---- ---- LOCATION INFORMATION --------- Pe mit Number : 8122 Add ess : 99 SARATOGA CIRCLE SOUTH Permit Type: PLUMBING ATLANTIC BEACH , FLORIDA 32233 21sss of Work: ALTERATION --- ------ LEGAL DESCRIPTION ---------- Cnstr . Type: WOOD FRAME Lot Block: Section: P, oposed Use : SINGLE FAMILY Township : RNG: 0 Dwellings : 1 Code: 0 Subdivision: Estimated Value : SO .00 Improv . Cost : $0 .00 Total Fees : S39 . 50 Amount Paid: 539. 50 - -------- OWNER INFORMATION -------- ---- APPLICATION FEES ----- Nafis : SANDRA DREVES PERMIT $30 , 50 A dress ' 99 SARAT"r,A CIRCLE SOUTH WATER IMPACT FEE S0 . 00 . ATLANTIC BEACH , FLORIDA 3223i SEWER IMPACT FEE $0 .00 Fhanei (9041247-1,2400 WATER METER/TAP $0 .00 RADON GAS-H .R. S . $0 .00 ----- CONTRACTOR INFORMATION ------ RADON CAB 5% S0 .00 Name: STEVEN'S PLUMBING CAPITAL IMPROVE . $0 .00 A dress'. 2292 MXYPORT ROAD , SUITE 30 SEWER TAP $0 .00 ATLANTIC BEACH , FL 32233 HYDRAULIC SHARE $0 . 00 ceps CFC053958: Type: 4 CROSS CONNECTION $0 .00 SEC .H IMPACT FEE $0 .00 CONST . SURCHARGE 50 . 00 NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT 000000000 000000000 tn.50 14 Date: 4/01/94 01 Rcpt: 0042554 DEDIS 8122 BY: - L CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT ]OB LOCATION: 9I,�1 ------------------ OWNER OF PROPERTY: S[�_(,/ Qj{(9 [y ----------------- BUILDING CONTRACTORt_______________ PLUMBING CONTRACTORAND ADDRESSx J ------------------ ------------------ TELEPHONE ----------------- _________________TELEPHONE HUMBERx STATE LICENSE NO: TYPE OF BUILDINGS ------------SINKS SHOWERS ------------LAVATORY -------------WATER HEATERS ____________BATH TUBS ------------DISHWASHERS ____________URINALS DISPOSALS ------------CLOSETS -------------WASHING MACHINE ------------FLOOR DRAINS -------------SHOWER PANS OTHER____________ _ TOTAL FIXTURE * IUNT:__:7------ x 03. 50 . $15. 00 = S_� �y S O ____________________________________ ____ _______________________ INSTALLATION OF PLUMBING AND FIXTUR S MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTH RN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECT ONS - (904) 247-5826 6530 vsA aeu - 'w DEPARTMENT OF ILDING CITY OF ATLANTIC EACH :: _ __-_-_ --- ---- LOCATION INFORMATION ------ - PERMIT INFORMATION P mit Number : 5530 F,dd ss : 99 SARATOGA CIRCLE SOUTH Permit Type : RE-ROOF ATLANTIC BEACH . FLORIDA 3C: 'lass of Work' NEW --- ------ LEGAL DESCRIPTION ------- --- nstr . Type ' WOOD FRAME Lot Block : section : Proposed U=_e : SINGLE FAMILY Township : RNG: 0 1' ellinas : 1 Code : 0 Sub ivision: ROYAL PALMS H timated Value: SO . 00 lmrrov . Cost : 50 . 00 Total. Fees: S22 . 50 Amount r, s d: $22 . 50 23/93 Date bt :3 W c rs DL' C! 'IffitACE OLD ROOF WITH 21 OOA -E SHINILE>A ------� ER 1'ORMATION -------- — - A - APPLICATION FEES ----- Name' EEVES PERMIT 522 . 50 •.., dre..er 99. SARATOCA CIRCLE SOUTH WATER IMPACT FEF: `0 .'?D ATLANTICiBEACH . FLORIDA 32135 FEWER IHPAST FEE $0_An Pt:dne : (904 )744+8888 WATER METER I RADON •IAS-H.R .F . SO .00' - ----- CONTRACTOR. INFORHATWX RADON OAS - 5% 50 . 00 . Name^ ARLING'R.pN BEACHES $OCFINC WATER TAP 50 .00 dr=ss : 1441 CEBERY TERRACE SEWER TAP $0 .00 "��ONVYLLF F1 '11 HYDRAULIC SHARE S0. 00 RE-INSPECT FEE SO . 00 SEr..N....TMFA^1' FFF i::c0 .:00 nn NOTES'. NOTICE —ALL CONCRETE FORMS AND FOOTINGS N UST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK IAUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJEctifc) REVOCATIOI� VIOLATION OF APPLICABLE PROVISIONS OF LAW. IHRIEm 'i22•50 RECEIPT NIBER: G&IM ATLANTIC BEACH BUILDING DEPARTMENT By: AJC G/ 'T<• CITY OF ATLANTIC BEACH PERMIT APPLICATION ROOFING Owner(s) : ( -AN-C� �� ( S Address: l 1 SOY Q- `O O< ( 1' J P ( hone: aL4 I y0 Lot # �/ABllock or Unit #;1� Subdivisii000no� Contractor: 1`t(_L ` ( Yi C)n `-'e � & II,,I/II C y eqy 'je✓rc c..9_ Address:t � - STT/ Phnne: 74W 'g�&Y State License No. 17C c) a3c]to 02 179 Describe work to be done: cD Materials to be used: 21 S t� l t-� ( lZ, Signature OWNER: Date: Signature CONTRACTOR: CITY OF ATLANTIC BEACH, FLORIDA "^P1O1^""+' APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: — If /7( 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 TH ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. FLECTRICALFI ER ELECTRICIAN NAME— n/'.F-✓ G ADDRESS: 09S lw G:-e. S. RFU____BOX___ BLDG.SIZE ETWEEN: RES. ("7 APT. 1 1 comm. ( I PUBLIC( 1 INDUS.( 1 NEW( 1 OLD b4 NEW. ( i ADDITION ( ) TRAILER ( 1 TEMP. ( 1 SIGNS ( 1 SG.FT SERVICE: NEW( I INCREASE (,) REPAIR ) FEE CONDUCTOR SIZE AMPS COPP R ALUM. _ SWITCH OR BREAKER -�`-oC PH W 3 'V T c . 4 EXIST.SERV.SIZE /0 L' AMPS / PH W - VOLT $F RA E AY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED PEN TOTAL _ RECEPTACLES CONCEALED OPEN TOTAL O.]O AMPY. i .100 AMPS, SWITCHES INCANDESCENT FLUORESCENT IL M.V. FIXED 0.100 M. APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING M.P. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT L . 7 U.1 0 PER MOTORS H.P. VOLTAGE PHS NO. 1 ILF. VOLTAGE PHS MISCELLANEOUS 0002721 DEPARTMENT OF BIL ILDING CITY OF ATLANTIC I EACH ----- PERMIT INFORMATION - - - - ---- LOCATION INFORMATION -- - - - - - - rait Number : 2721 Ad rasa: 99 SARATOGA CIRCLE SOUTH Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 3223:j son of Work: REPAIR -- -------- LEGAL DESCRIPTION ------ -- onstr. Type% Lo ' 91..k: Section: roposed Use: SINGLE FAMILY Township: RHO, O ellings: 1 Code: 0 Su division: timeted Value: $0. 00 Improv. Cost : $0.00 Total Fee.: 342. 00 Amount Paid: $42. 00 - - - - - OWNER INFORMATION -- - - -- -- - - -- APPLICATION FEES -- --- Name% SANDRA GRIEVES PERMIT 942. 00 Addre..: 99 SARATOGA CIRCLE SOUTf WATER IMPACT FEE 30.00 ATLANTIC BEACH, FLORIDA 32 33 SEWER IMPACT FEE $0. 00 Pho.e, ( > - WATER METER 90.00 RADON GAS-H. R. S. 40. 00 - - - -- CONTRACTOR INFORMATION -- -- -- RADON GAS - 5% $0.00 Name: OCEAN STATE HEAT & AIR WATER TAP $0. 00 Address: 1476 ATLANTIC BLVD. SEWER TAP 50.00 NEPTUNE BEACH, FLORIDA 12: 3 HYDRAULIC SHARE $0.00 41cense: NHAR-766 Type: 3 RE-INSPECT FEE $0. 00 ENGINEERING $0.00 OTHER 50. 00 NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFT ER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK M UST NOT BE PLACED IN PUBLIC SPACE.AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR O NNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART C F THIS PERMIT AND SUBJECT TO REVOCATIQ_N FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. AIL RTM FiNT Y � v BUILDING AND ZONING INS PECTION DIVISION CITY OF ATLANTIC 3EACH ATLANTIC BEACH. FLORIDA aaaaa APPLICATION FOR MEC ANICAL PERMIT CALLINNUMBER IMPORTANT — Applicant to complete all tems in sections I, II, III, and W. I• LOCATION Straef Address: OF Infenecfing strcela: Go e..n And BUILDING Seb-divialen II. IDENTIFICATION —To be completed by all applicants. In consideration of fermu given for doing the work es described in the abo,r statement we hereby agree to perform said work in accordance with the attacked plans end specifications which are a pert hereof and In ac ordance with the City of Jacksonville ordinances and standards of goodpractice listed therein. Name of Manalb icel Mo. otters GA / Conh.ctor (Pllnf) Nome of Aeparly Owner Si hr. of O sign lura of AuMei 1 And Itecl ar Enginor a9ye III. BEN A' Type of Mating fu 9 IS OTHER CONSTRUCTION BEING pONFyON EMcM THIS BUILDING OR SITET n ❑ Ga.—❑ V ❑ Netural ❑ Centexl UNIiry IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — spirally IV, MECHANICAL BOUIPMINT TO BE INSTALLED NATURE OF WORK (pea,do cemple,lift of oampenenN ea Md of this farm) Residential or ❑ Commercial Neat ❑ space ❑ Recesase d ly Context O Raer ❑ New Building EXISting ' Air Ce,dd'anine: ❑ Roam Central Replace Building of Replacement of ealatln9 system ❑ Wct SyaMn: Mk adee Thic Mnimvum opacity rice. ❑ New Installation(No system previously Installed) ❑ Extension Or add-on to existing system ❑ Refrigeration Cl Other — Specify ❑ Coaling ace*,: Capacity 9•M'• ❑ Rn yntliers: Numbs of hand ❑ Elevator ❑ Mai ❑ EroNtor I.wMed THIS SPACE EOR OFFICE USE ONLY ❑ Geaoties pampa —InYmbell (Roaae.dl ❑ Tank (...W Re1ceAa ❑ LPG contoine (number) ❑ Uafmld pressura veWl P.mrit Appm•ed by Dol- ❑ sail. p ah.. — sp«ify Pemlit p.• LIST ALL EQUIPMENT AIX CONDITIONING AND REFRIGERATION EQUIPMENT L Aim 11 Ca Appinkelbi Lly 0 NumMr UWh IkecrlDUaN Model NIunMr YBBu[BDdkwY ( Y 1 CITI r OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 r OR Application Number . . . . . 08-( 0000766 Date 6/06/08 Property Address 99 SARATOGA CIR Application type description RESIDENTIAL OTHER Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 4877 ------------------------------------ ------------------------—--------- Application desc REPLACEMENT WINDOWS W/STRORM PANEIS ______________________________________ ____________________________________ Owner Contractor ________________________ ________________________ SCHEIDERER, FRED AMERICAN WINDOW PRODUCTS 99 SARATOGA 2633 POWERS AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 731-2247 ___________________________________________________________________________ Permit . . . BUILDING PERMI Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee 27. 50 Issue Date Valuation . . . . 4877 Expiration Date . . 12/03/08 _______________________________________ ___________________________________ Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS. 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL D GE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS * PLEASE HAVE AT LEAST ONE SHUTTER SYSTEM INSTALLED AT THE • TIME OF FINAL AND ALL OTHER SHUTTEZ MATERIAL ON SITE * _______________________________________ ___________________________________ Fee summary Charged P id Credited Due ----------------- ---------- --- ----- ---------- ---------- Permit Fee Total 55.00 55 .00 . 00 . 00 Plan Check Total 27. 50 27. 50 . 00 .00 Grand Total 82 .50 82 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OFA C BEACH ORDMANCES AND THE FLORIDA BUILDING CODES. RLp FFN NO. :9047338824 M&V. BB 2098 09137AM PI ra3eaaMawwwnxkC a.avxi J daGPaWIiW•IAa ac_Pe, •We eaaoiwavirmnaw BUILDINGPERMIT APPLICATION DUVAL cOONYY evxlxnox r . x IhL. LCN•brrr.daClrQLa• owud4c �In aS GIKG'MrR m OoJbmG[1a'iGaJleIqn,6,,Yr d• Km uuMTQ /{ � ID. �� DImIIMM 3 nC: U. 6pl• a xx•:: .s.dx^wWIP )OW xicwcxa,.ae M�� �IdPdeal� 2S 20 +e..•b•Pw ,..nw ,.. ,. C. •r or rand w. S" ?3223.5 �3aACKSONVILLE, 3220 e«dfi 2 fFA<IO: t 4anp,IC • MO.: syr m.a•cee«o,l: J4 rJ1(M., •.e GunE.F. r.w n,dE aWJxae: uetatamprmHort erdeKY: ; I• n•wnt Y: -- g10Mp 1 eIOIIICYlllH108,b ff.n Y: .IOTe•: I ApOkma m ro MrobJ mW b ablan • "MR W ba M apre•M a mall d I W* MI d wa8 a InrtNlbn Ms mmmamaa par mNa IJ•Jrdi •p•mi•1tl 6+aac is YYhD•Aona•immee(ur av4rdea•p lora rpJelbq aaaln,ctpn InIMJ ANea ono& MJ dnnit&dome)mo M, t K 4me it rd(dnanmdtl rAllln Jd(t)morlw d M e me ae R varh t OIep:Em o elM triol b •PHid M eh(fi) ,Wo�s el •Ir71Im•eller,{ax Y Wm",T i, itk C M k ••pr•1•dtmJa n«n[be eecnvep fn Elatrbal Wer Pum ,w Walt Pani Pumawa Flafan,lYWrt Tent, A4 Canalbnn •Jc OWNPJi'6 APMDAvir.-1 Pe"M,W"krW4 X mwlm I•arav J,khat Y Walt aiii M OJn•In dwmaW+oa Yle M appbaa• laws leeirnlrp mnaburAon•nD mrinq. nlc npl duvpY a up N•IaMedY buKlnp r rq pM Pent.,uIM Y IroPattb3a w%nW rW poor b bblalNnq a drtldMa ara1ppry a mmpla�an l•wed M M aJlDine aFtlY,•a e�utM by Yv. ' +*k WARNING TO OWNER: #Irk 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:PDSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. oWN ar � Nfi" �' 'G MQTbR aaaa Ibwri' Iw•- d A-f • t4M GY: r1�6 Mt " •n' ' ! • a� M�nPlmrlla Blit •qa Mes,nryal d• I i+e s.e.w ' � I r aPP n3 PerbPNKYI r:/aT:,a M,YJYIerrYa,tllcaeetr•w bPeU■IeeaYM•fleeMYraMrrraain4eM rrM•RW,rtIi IJ 4. «alr(r Mlaecea.ewa f�� DrlJa yc^^�++' rlrT.era �Z' .eeeya�� PPllwa.ww,D... i•a� xelwy Sbiwar MsY g BEM FaW I` P� r`�. BETTYFEM BV CIMNAMION t DD 7021$6 w + coY w3•awmw:mnuxJnrsv*a d« E%PIRES:;Begmba{7.2g11 g Fj(PICPES:pggpDr7p ,¢ Pa4i 7 1 MW 9.011 T zd sues iaz paB ' `Y FOR G( j� 11QRL7AN ;"Io is uo CITY F ATLANTIC BEACH Ul FILE 0 REVIEµ+gp HYOR ADD177ONAL REQUIt ¢NTS AND CONDITIONS. 1 DATE:;6-;s n 8 � W � P� t�. Y \W �w b \w � w w r CThornton•Tomaseird Group Evaluation Re ort TTG PaoaacT No.: KK5329.00,KK5350.00 Deu May 5, 2005 PAGE: 1 01 31 FBC EVALUATION REPORT Ill FL2250- RI CODE: Florida Building C Dde 2004 PRODUCT CATEGORY: Shutters PRODUCT SUBCATEGORY Storm Panels 0.040",0.050",and .060" Aluminum Storm Panels PRODUCT NAME: 0.0232" and 0.0285 Galvanized Steel Storm Panels Town and Country I ndustries,Inc. A Division of ABC Supply Co.,Inc. MANUFACTURER: 400 West MCNab R ad Fort Lauderdale,Fl. 33309 PURPOSE1. OF • REPORT This is an Evaluation Report issued by . John Knezevich, P.E. (System m No. 1801), to Town and Country Industries, Inc., base I on Rule Chapter No. 9B-72.070, Method I(d) Product Approval, Florida Building Cossion, Department of Community Affairs. These Storm Panels have been evaluated and If and to be in Compliance with the Code and that products are,for the purpose intended,at le St equivalent to that required by the Code. Re-evaluation of this Evaluation Report is I Nuimil,following any code changes,to maintain its validity. Eysl`yatr1�R�t ••` dby: _F T • I GROUP,INC rr :;7lt ' N ; •' i' MAt .Ibn' is 'P.�.ty ,rrge y�),t�.. �aV Ftprida Llt .�io,;_PB 10983 Florida Cbxw.t. 7519 330 North Andrews Avenue,suite 450 R R.lauderdalq M 333 1•954.522.36911 R 954.522.3691 fax•www.ne=roup.com Offices Worldwide Thornton•Tomasetti Group Evaluation Report no PROJECT NO.: KK5329.00,K5350.00 OAT : May 5, 2005 vee:2 of 3 2. SUBSTANTIATING DATAI 2.1 PRODUCT EVALUATION DOCUME • Town and Country Industries, Inc. 044 ", .050", and .060" Storm Panel Drawing No. 05- 350, with a zero revision,dated April ,2005,Sheets 1 through 6,prepared by Thomton- Tomasetti Group Inc. (TTG, Inc), sign d, dated and sealed by V. John Knezevich, P.E. is an integral part of this Evaluation Repo t. • Town and Country Industries, Inc. 32" and .0285" Galvanized Steel Storm Panel, Drawing No. 05-329, with a zero n vision, dated May 5, 2005, Sheets 1 through 6, prepared by TTG, Inc., signed, dated a d sealed by V. John Knezevich,P.E. is an integral part of this Evaluation Report. 2.2 TEST REPORTS • Test report for Uniform Static Air Pres re in accordance with ASTM E330-02 and successful testing of impact resistance i i conformance with SSTD 12-99. Reports were prepared by Construction Testing Corporation(CTC),and are listed in the referenced drawings. • Tensile Capacity of aluminum alloy exi rusions was determined in accordance with ASTM E8-03/A370-03. 2.3 STRUCTURAL ENGINEERING CALC LATIONS Prepared Rational and Comparative Analy es of Storm Panel performance, as well as anchor calculations. From these analyses, Maxin um Panel Span vs. Design Load (PSF) Schedules were prepared for the Aluminum Storm Panels (Tables 1 & 3 in Drawing No. 05-350) and Steel Storm Panel Maximum Span Sched iles (Tables 1 & 3 in Drawing No. 05-329). An anchor spacing vs. design load (PSF) schec ule was also prepared, indicating maximum anchor spacing for given span conditions at specii ic design loads (PSF) for each type of anchor used during testing,for both metals. No increase in allowable stress has been us d in the design of this product. 3. IMPACT RESISTANCE The Storm Panel satisfactorily passed thl large missile impact testing, in accordance with SSTD 12-99. This Storm Panel may be usqd to protect glazed openings from windbome debris when installed in accordance with the limi tions indicated in the referenced drawing,prepared by Thornton-Tomasetti Group,Inc. 4. WIND LOAD RESISTANCE These Storm Panels have been designed o resist wind pressures as indicated by the Span Schedules of their respective referenced dra wings. Thornton •Tomasetti Group Evaluation Report Wo nnwanr No.: KK5329.00,K5350.00 0• May 5, 2005 •w••,3 of 3 ANCHORSJ 5. The maximum anchor spacing for'e-w-Fivr of anchor, shutter span and design wind load is found in the Anchor Schedule of their res I tive referenced drawings. 6. INSTALLATION These Storm Panels are to be installed inecordance with the typical details, general notes, schedules and material specifications found in each respective referenced drawing. 7. MATERIAL SPECIFICATIONS See General Notes of the referenced rawings, unless otherwise noted, for material specifications. All dimensions of wmpo ents are indicated in their respective referenced drawings. Anchor specifications iruudin acceptable substrate, minimum embedment, edge distance and manufacturer are indicated in t eir respective drawings. 8. LIMITATIONS AND CONDITIONS OF USE • Use of these product shall be in strict nformance with the requirements of the reference drawing prepared by TTG, Inc. and comply with chapter 61G15-23 of the Florida Administrative Code. • These products we NOT suitable for installation in the ffigh Velocity Hurricane Zone (HVHZ). • This product may only be installed on oncrete,hollow concrete block or wood substrates. For all other conditions site specific design shall be by this office or our delegated engineer. • Panel spans less than those noted in tht Minimum Panel Length Schedule of the reference drawings are not acceptable per the pro I inions of SSTD 12-99. 9. CERTIFICATE OF 1 • This Florida Professional Engineer doe not have, nor does he intend to acquire or will he acquire, a financial interest in any corr pany manufacturing or distributing products tested or labeled by the agency. This Florida Professional Engineer is i of owned, operated or controlled by any company manufacturing or distributing products I te tests or labels. This Florida Professional Engineer rforming an evaluation does not have nor will acquire, a financial interest in any co npany manufacturing or distributing products for which the reports are being issued. • This Florida Professional Engineer p.,rfomiing an evaluation does not have, nor will acquire, a financial interest in any of er entity involved in the approval process of the product. - 9:vt�w,eM�.Wvw.mW..n9.wo-.e�oo-3so-oi.a9 ucew re/o>/ a:xe.wrm o9/xf/as iem mF. a moM. .M : Nn MES Sm.,. m==qr m CA 2M. c = -;z ;;C■ n�°N n zq R mm--n i RC.zn omN < o ia�v _ vSO2 <i ni aif^-z mm z nMr. m r=a = SO _ mOr $ F �� zn n _ SO 0 Was Ir - ; _: O _ _0. ' _<T. a oR . R n wavr. •afrss. J p O mg.09' nY n0 � < _ < Z 0� aFiYP.DIU. > SOW O >Rf,„ Ops O papa lA' x © " %�� m9Fp J � SEE ir SCHEDULE OR _ &F ' Y N e SCHEDULE _NFPgp RVµEL LENGTHS ✓e' " "Y' SPAN URI nN e ; q G1� v' O ; ,.oy9 "�z ay ��" 6 ' � Fe- ems`. g =3 v.IN- fie " L=am =y 1 0S iso` A ESE A. m X,o NN O€ =G a T. DO N '=®m 01 r"" K P$ _ b- r xT - -r YLv mo- Z>>n FLORI"JEU/LO/RO CODE. •t- F I o.oaD•, 'ORM oELos.oe - o!�a uunn. vnnThomton•Tomasettl Gxoup U ��. 0 1. - � ra.nvinw i.MLi nn� oz 3 LgyF.it<,fi .,.x�9 ��r� .Ml ll, nAlnmcmt, o.ne/ RA ,,:JC:,N, ./X/Cts ,,:SE xErs ono" �� a - :opi^° E� oNo 0�0" M : DID y M sYY °E^ DIST. iiI. 1^ S.C. 01. e Oyz AM - i $RO 'z i in 5 n O' n1 n 8L^ p y _ O ' SEE STORM PANEL MAX. f S p{{ 21. lnm^ni EP.x zwz°ulE-r.elC, te=e I.x O IS= _t HE ec n z €=€ S o nu n °g y gLM.. y =a O ° ga mMR OEy ^N p1N 5ENmSEESTMlIL[NETABLC] ^ ina0% °On g5g5q5 PCNfiRATION a ; B FOiO� m o PENETRATI° nia =N ON fMLCO. IX �{ 3 nEn N C 00.ENBEO.N ai v pp O• n°g m �Ez i' 96 Ag^ o n _ MAZ 555 ^ € �$o^ cng DID nOOO O E11 EOOf X Rlsr. 0 msr. = A AS n n OEM WSTOWRM PANEL MAX, X _ i SP BELE BLE I' nn0 w 5 C D 3 Z %isRyOT >ai o 0 C Eo3X2,., .F ' I, a f °°S y E ° 4: OT _ _ _ l. " 8L^.. 8 e=O AN IS IN P.- g SEE PAN STORM MAX, $Zyy£ O y O n ° - z c %giF Z �9 $ Et ans O ^ ° mOl net' 1.g 5^^E° O ° i 0l oliTAID . AS OAA$: F g= t F :_ DID w c $R gm W = ER e y ° y o o0 r ITS 8 €€ Z a SEE `.MEL M.X O O n'1 y sPESE A Ns EOY I y i"aX i' Erie IS CA�pdd FLOMOABW[O/NO CODE.2000:�:>, a z��'•. 0.040•. OSO•. 0.060• S p g uum. onm rnneE.s Thomton•Tomasetti Group HE PVMaHamNtl C_GouAll'z. �_ \ \ ) m ; \ / ) & A - e _ A. _ A. - toi \ . A.- w ? - ff.It XE \ ! < ( \ _ / . | � S _ _ \ \ \ _ / > � j ; � / ($Dig 130 2 . ; E a - _ _ F j - _ ' , ems\ j yr * 2 , , & � m; 4 . \ . 11 . . . . e - - lHa i \ \ � | � . . ) ) . :/ . \ 3 f ) \ \I DO \} / « ( 2 ^ 2 § A ED : . | | ( ¢ / . � I �! '"@ I ______ `. " , ` � , £M .M_� : » . __ . . � . . q: q &� ! ) /x \ �� � � �� , }\, ` � - - - - _ - - - - � - _ - ° | \ \ } \ \ \ j§\\k A - - { . \ . ._ ._ } ._ \ . . . � . . . . . \ j , . . . j . . ._ ` : § . | a � - - - - | . als - - - - - - - - a a 4 g g g a a a a a a a a a a - - - - - - : : : ] : s a - - _ - - - - - : - : - - - : - - - _ : : }!I ; ; ; : : : : 0 4 _ 0 ` . j . � , , . , . . . , . , j . . . . . . . . . . . . j . . } } . . :�! �; ° - - � . . . . . . . . . . . . . . . . . . . . . . . . . . :,l.�;§ (\) ;( ORI VAB; RE �"" ~ ��; ���__ _, ! . s M �� Jul ® . . 5 _ �,_ __._ � ceeae ses oas�e�seaeei�aeeeeeaeeaoan Dooomceaeesel�oseeesmeeoos M000m cum noona 0000eooesal�MaaeoaeeaMnnan Banca MMeneoosealanceenmsaeM©Doo Macon MMa0000nomnnaosMMoeenMocM amooa MMMMnaMnBM17MMnMMBOMM\\Baa aaooM aaaaa0000al�oaooa000eoaaoo _ ocaoa MCMBaBMMOMMUMBcnmmcaMMama MMMME MMMMMMMOMmacMMMMMMcanaaMM aMMMM MMMMMoaaaailooncoMacoMMOEMMEMO c - acoa MMMMBBBMMeI�000amneeeMMMMM Macon a a a a a a a a a aIIaaooaoanoI:MMM Macon aaaaaamommilmaccommaMnMMao MMMMM a as MMMMMMnI%MMMMnMnnomo: nR eases eeaeaseeaelaeeeeaeeeanMcea ooeme neaceaeeael�ceeeseaeeMM Mcaae BaeasameeelooansoeeeeME aME - 00MBmMOOManaaeeIICM13ee0e91390MOM \@NDN W=NoO@a.o'SRsWIINNSS&SM300SoN comae eeaeeeeeeei3neaeeeeeaccMaa MnaoM ooaocnoemei�000soosseMMooB MacoB MM000Mooaoi�Moa00000m��aaa Macon OUMMOUCCOMIICMMMUMMeaMMOMO f�sM1 ; SON\oSN:RNN0wo9k\NNMSN:essWINRNaOISN:ISM Baaaa .00aenaaBB013aenaasaa9Ba0CM aMMMn aaononnooei�onn00000eMM000 amaMM oMon0000anilacon0000MMMMM : . aSaaa ncccMnMMaBioBcnoaaMMsaacaM Done Bcooe eeaaeaeeec��eeacacseaaMMBa MMMMn ooaMMMnnooi�000a0000aMMMM0 MaMMa MMMMMMMOMai�MMMnccMMo �o�M Man MM McoMMMMnM013MMn000000aMMMM 0 ��„ri §kms+ / WOOD MST.STRUC, ¢# , av !# kƒ - - - e ) @ b & . k � 2 ° - - OAS - / § ` _ : - . _ oa#- QK \ azh \ \ ~ asmy ) . \ 2 141. \\§( / ) m ) - 2 : - y ; \ K 9 4 6 j§\ A IA \ ^ POD - a 4 4 D s - -( , & / - „ / . j } ) \ j§\\ § "3 20® , 2 Q2. MOSA || ! !| . , . . 17 , ) ( - M[ _ ! [ ]| . , . . . . - ƒ () . . . \ p\ � } - - \ zl 5 \ ±| | / l 2 . z � v WHO Z, \ + \ \ Z.w - _ .E \ ({ 4 \ e ___ � / !Ac �o/ Florida Building Code Online Page I of 4 cc);-mm' u'hityAffair acts Home I Lo9 In I Hot Topics 1 Submit Surcharge I Stats & Facts I PublicationsI MC Staff Product Approval STI: Public User Product Approval Menu > Product or AppliCa ton Search > Applicatlon Ust > Application Detail FL # FL747-R1 Application Type Revision Code Version 2004 Application Status Approved Comments Archived C.a Product Manufacturer Gorell Enterprises Inc. Address/Phone/Email 1380 Wayne Ave. Indiana, PA 15701 (724) 465-1839 rgibson@gorell.com Authorized Signature Richard Gibson rgibson@goreIl.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By ittp://www.floridabWlding,org/pr/pr�_app_dtl.aspx?param r VXQwtDqt8Bwwt9vllPmc... 3/4/2008 Flonda Building Code Vnune rage a ui Referenced Standard and Year ( f Standard) Standard ANSI/AAMA/WDMA 101/1.5.2-9 Equivalence of Product Standard Certified By Sections from the Code 1703.5*1714.5.2.1*17 Product Approval Method Method 1 Option A Date Submitted 10/14/2005 . Date Validated 11/16/2005 Date Pending FBC Approval 11/28/2005 Date Approved 12/06/2005 Summary of Products FL # Model, Nu ber or Name Description 747.1 G5115 Double hung replacement Limits of Use (See Other) Certification Agency Ce Approved for use In HVHZ: Quality Assurance Cont Approved for use outside H HZ: Impact Resistant: Installation Instruction Design Pressure: +/- PTID_747_111_1_G5155 ! Other: G5115 R40@44x60 RS @32x54w/Mod Pl7ID_747_Rl_I_G5155 sill PTID_747_Rl_I_G5305 PTID_747_R1 I_GS305 ! PTID_747_R1 I_GSVDH- PTID_747_R1_I_GSVDH- PTID_747_R1 I_GSVDH- PTID_747_R1 I_P5100f PTID_747 R1_1_P5305 h Verified By: Created by Independent Evaluation Reports 11 Created by Independent 747.2 G5155 Double hung replacement Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Quality Assurance Cont Approved for use outside H Z: Impact Resistant: Installation Instruction ttp://www.floridabuilding.org/pr/pr_app_dti.aspx?param t GEVXQwtDgt8Bwwt9vllPme... 3/4/2008 Florida Building Uncle Umme Design Pressure: +/- Verified By: Other: G5155-R4.0@44x60 RS @32x54w/Mod Created by Independent sill ' Evaluation Reports "'- Created by Independent 747.3 - G5195 Double hung replacement Limits of Use (See Other) Certification Agency Ce Approved for use In HVHZ: Quality Assurance Cont Approved for use outside HI FHZ: Impact Resistant: Installation Instruction Design Pressure: +/- Verified By: Other: G5195 R40@44x60 R5 @32x54w/Mod Created by Independent sill Evaluation Reports Created by Independent 747.4 JIG5265 Double hung replacement Limits of Use (See Other) Certification Agency Ce Approved for use In HVHZ: Quality Assurance Cont Approved for use outside H HZ: Impact Resistant: Installation Instruction Design Pressure: +/- Verified By: Other: G5265 R40044x60 RS @32x54w/Mod Created by Independent sill Evaluation Reports Created by Independent 747.5 G5275 Double hung re lacement Limits of Use (See Other) Certif[cation Agency Ce Approved for use In HVHZ: Quality Assurance Cont Approved for use outside H HZ: Impact Resistant: Installation Instruction Design Pressure: +/- Verified By: Other: G5275 R40@44x60 RSC 032x54w/Mod Created by Independent sill Evaluation Reports Created by Independent 747.6 IGS305 Double hung replacement Limits of Use (See Other) Certification Agency Ce Approved for use In HVHZ: Quality Assurance Cont Approved for use outside HVHZ: Impact Resistant: Installation Instruction Design Pressure: +/- Verified By: Other: G5305 R55@44 x60 R3 @54x77 Created by Independent ASTM1887 Impact level C 44 x 60 Evaluation Reports Created by Independent 747.7 GSVDH Vinyl Double hung new Co Limits of Use (See Other) Certification Agency Ce Approved for use In HVHZ: Quality Assurance Cont Approved for use outside HV Z: Impact Resistant: Installation Instruction Design Pressure: +/- Verified By: , Other: GSVDH R20044x60 RS @32x54Mod SIII Created by Independent Evaluation Reports Created b Independent ttp://www.Floridabuilding.org/pr/pr_app_dtl.aspx?param= EVXQwtDgtgBwwt9vllPmc... 3/4/2006 Florida Building Code Online rage 4 of 4 747.8 GSVDH-2 Vin I Twin Double hung n• Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Quality Assurance Cont Approved for use outside HI FHZ: Impact Resistant: Installation Instruction Design Pressure: +/- Verified By: Other: GSVDH-2 R20@44x60 Created by Independent Evaluation Reports Created by Independent BackF Nest DCA Administration Department of Community Affairs Florida Building Code Online Codas and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 `85C 487-1824, Suncom 277-1824, Fax(850)414-8436 ®2000-2005 T e State of Florida. All rights reserved. Copyright and Discl. Product Approval Accepts: e.car.4 ttp://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param OEVXQwtDgt8Bwwt9vIlPmc... 3/4/2008 I Project No. T106-01 Report Date: January 22, 2001 Pagel of 4 ' PERFORMANCE T EST REPORT ' Manufacturer. GORELL ENTERPRISES INC 1380 WAYNE AVE INDIANA, PA 15701 Product identification ' Product Type: Double Hung Window Series/Model k: G5155 Specification: AAVIA/NWWDA 101/I.S. -97 Designation: H-RSO DOWNSIZE (32" < 54") AANA/NWVrDA IOTA,5.2.97 GRADE 50 Test Reference: See Test Report No. ETC- 8-155.6330-0 (dated: 1/13/99) by ETC Laboratories for full size to report. Product Description: Attached Test Results: Attached Test Equipment: FET Testing Date: 11/27/00 - Detailed assembly drawings showing wall thicknes of all members, corner construction and hardware application are on file and have been compared to the sample submitted. A copy of this report and test sample will be retained at FET Jor a period of 4 years. The results obtained apply only to the specimen tested. No c0liclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn form this test. The above results were secured by using the design ted test methods and they indicate compliance with the perfotmtmce requvements of d e referenced specification. This report does not constitute certification of this product, wh h may only be granted by the certification program admirtistrator. Prepared Approved by Paul G. £arab h B Patrick abau E Project No. T106-01 Page 2 of Product Description General: Test sample was comprised of GoreU Model "G 155" Tilt Double Hung vinyl Prime, one. over-one (tilt loading type) double hung windo , with an overall master Game size measuring 32" wide X 54" high X 3-1/2" wide. rhe bottom sash measured 29-7/16" wide X 26-11/16" high overall. The top sash measured 8.11/16" wide X 25-7/8" high overall. The frame comers were of welded mitered with one s rew in bottom corners construction. The sash corners were of welded mitered type comer construction. Bottom sash had an exterior screen (28-3/4" w x 26-13/16" h). A sill riser w pressure fitted and silicone was added for the attachment to the sill. A '''A spacer block wtu at the comers of the sill located near the comers of the bottom sash. Weather-strippiog: Single strips of center fin pile seal (0.187' w x C 3" h) at side face and exterior face of both sashes stile's. Single strips of center fin pile seal (1.187" w x 0.23" h) at head enclosure and at exterior face of the top rails of both sashes. S' gle strip of bulb seal (0.187" w x 0.30" dial at bottom of the bottom rail of the bottom saL h. Single strip of foam filled vinyl interlocking weatherstrip on keeper rail of the top sash. Single strip of pile seal (0.187"w x 0.35"h) at interior face of the top rail of the screer, Operators and Other Hardware: Each sash had two sets of constant force balance s ioes, one per jamb. One cam-type sweep lock was attached'to the center of the bottom sash meeting rail with keeper on top sash meeting rail. One plastic tilt latch with thumb octal tot was housed at each end of the top rail and interior meeting rail of the bottom sash. One c ie-cast pivot bar was fastened with (1) screw at each end of the bottom horizontal rails of he top and bottom sash. I Glazing System: Each sash was exterior drop glazed with 0.85" chic insulated glass using double-sided foam glazing tape. The sash utilized two (0.09") thick ck ar annealed glass Utes with a 0.67" i continuous metal spacer. An exterior snap-in sugit leaf dual durometerrigid vinyl-glazing bead secured the glass. Weep Holes: Two (3/8" x 3/32") weep slots were located on the ottom side of the bottom sash horizontal rail, one 1-1/4" from each end. Two (3/8"x 3/32" track of the bottom sash bottom rail, one 1.1/4" fro eeach ep lend. Two (1/4" xots were locatedo3/32"the)weepg slots were located on the bottom side of the top sast horizontal rail, one 2-1/4" from each end. Four (1/4" x 3/32") weep slots were located on the glazing track of the top sash bottom rad, two at 1-1/2" and two at 1-3/4" from each end. The frame sill was a sloped sill. Three (1/4"dia) weep holes were located on the bottom ra I of the screen, one 2-1/2" from each j end and one in the center. I Project No. T106-01 Page 3 of Sealant: Silicone sealant was used at exterior perimeter of frame to buck intersection jAnchorage: A 1/2" wide x 1/2" deep wood furring strip were :mafod round the perimeter of the exterior and interior side of the frame. The (finishing) nail r the interior furring strip was 6" on center (nominal) andfor the exterior furring st nail pattern was 12" on the jambs side and 6" on the header and sill. GORELL "G5155" DOUB E HUNG WINDOW Test Rest Its UUILF11NA PLAN!1 e"`F" " Paragraph Test Title / Test EM3001twT?VII011 Referenced Test Method 'CODE KEEP 1,1-R PLAN ON JOB Gateway Per ormance Re uirem rnts MAY L 8 TUU3 2.1.2 Air Infrltmtion Test (ASTM S-283-91) Building&_ ..,,,a 1,14-- " v lax.,FL @ 1.57 psf p,I The test s ecimen meets the er o anc ��neeur P P fgH4`si+specilied in _ A.4AWA'9WDA10I/1.S2-97for firInfiltration. 2,1.3 Water Resistance Test (ASTM E547-96) @ 2.86 psf(with & without No penetration No penetration screen) 2.IA.2 Uniform Load Structural Test (see optional performance results) 2.1.7 Welded Corner Test Meets As Stated 2.1.8 Forced Entry Resistance (ASTM F588-97) Performance Level 10 Type A (Section 10) Sec. 10.1 Lock Manipulation Test No Failure As Stated Sec, 10.2.1.1 Test AI No Failure As Stated Sec. 10.2.1.2 Test A2 No Failure As Stated Sec. 10.2.1.3 Test A3 No Failure As Stated Sec. 10.2. 1.4 Test A4 No Failure As Stated Sec, 10.2.1.5 Test A5 No Failure As Stated Sec. 10.2.1.6 Test A6 No Failure As Stated Sec. 10.2.1.7 Test A7 No Failure As Stated Sec. 10.2. 1.8 Lock Manipulation No Failure As Stated 0 Project No. T106-01 Page 4 of 4 ' GORELL "G5155" DOUB E HUNG WINDOW Test Results cont. ' Paragraph Test Title / Test Results Allowable Referenced Test Method 2.2.1.6.1 Operating Force Test top sash 10 Ib up, 11 Ib do 30 Ib ' bottom sash 1 I lb up, 12 Ib do 30 Ib .9 eci a Window Performance R suits ' 2.2.1.6.2 Deglazing Test (ASTM E987-88, Method B) Top sash ' left stile @ 50 Ibf 12 % <100% right stile @ 50 Ibf 12 % <100% top rail @ 70 lbf 12 % <100% ' bottom rail @ 70 Ibf 12% <100% Bottom sash ' left stile @ 50 Ibf 12 % <100% right stile @ 50 Ibf 12 % <100% top rail @ 70.lbf 12 % <I00% ' bottom rail @ 70 Ibf 12 % <100% OR6022/Performance Results 4.3 Water Resistance Test (ASTM E547-96) @ 7.50 psf(with & without No penetration No penetration screen) 4,42 Uniform Load Structural Test (ASTM E-330-97) (0.4%xL) @ 75 psf positive 0.040" * 0. 1 18" @ 75 psf negative 0.052" * 0.118" ' - Maximum Deflections. I x>'I, 'i�n,r , Irk{ 4"E' [B PLAN` ON '1Q1 MAY 1 a 2003 - .�`IIr: , .. 6u1 &.S�,ionmg Uisu�cuou �1v;1 _. 1 INEERING AND .� a O � I,h"..: .. NIIDNOR w. ,. : .; v PyK�• yr„�_,}' ' - :. w5nan( w .• . . OIUYMY •' Q 361 :::: ?i CN is S4WNM I'INN-a sn Nrs o(Sw io of pM�PPDDN I.NCIWR M 3N 1 WM TEND 00004. 4 0, Sf ANJIW u i IC 01 StlillG(Ni LENCiN TO PROVIOC I'I/.' CYS(OY(NI S. S).. I:. SWNCD R OMCp3. WIO CKN, T' OMCRS. I_ '.•1') WHpSpy Yy1�W FLUNGG k DUCK AND GULL FULL YCNYCRII f 'j; �•1 NKIWII p �M&L WT OICCCO IS' W. -. - 31 CWI MIC [SS YRLL vwt RRN OR WWOOW.VZE k DES” LOUT. AVO P14 Ylgl COu "m IFFY-CIJ00. _ PLVu(1G f/ly, 113(C N US CNyR IOR (SWN LOUT ORNl3. OONCRG( .. Sf'011Y<NFO. I SIUY i'. )••,.•• ( 0NKIWR 410NR/ OPWwO. �. e,,UEN RWC[ .. W>bO.puWSWN: : . r" RWOOIUCI( k NCNONCQ O OMCRS .•j 'SEND 5(YCKp3 k NKIWMCC, j 1� q .6 .INKS IS, O.C., ... USE Snw Pbf 0 S(CURQ1 NWNM WNOOR yµi i0 R d Su uWNOIIs u( g SUCK AWOUDR (YOCOYGF YUif SC {I.' ;. Y i Mf IGS o. FNU. I/.• ooN rIAN[s. S •• It GYUI I ITS PLUNGE IVCN PCRMGCR C LR •!"KyWNC)"w+ [%IGg11'MWINSION ,. l0 WMYI I ( GWR , Of r f 7NCRS CWy( OETxCCN " Y M`1' BVCN Y OICWNC a .1 (OL40i[5 TO MCnOa) pUY lf00L h OMW M �5 k'a • N �' 1W.. "A"', FCS, PRCsrvRC SSa IY. a < G N a DRELL ENTERPRISES R OINW GUYI BCMCGI NNOC.k M-GSr SLL ":•y rN A' [x"Ill, ELIVAI H ww-ODCL 3IS. 94lAIWM -YS k IASiCNCp OGNL Slb YO x~JZ P N G DANIEL 0.FARABgUCH, t t — P (412)9739238 A �" �'^` '� v -�' •� I � � y1eq Sr City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building DeparMent.) 800 Seminole Road ' Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 r n f,y E-mail: building-dept@wab.us Date routed: ��- ✓ •V City web-site: hhpJAvww.coab.us APPLICATION REVIEW AND TRACKING FORM qq rtment review re uired Yes No Property Address: 0 Building Planning &Zoning Applicant: PLO blic Works �. ,.. . .. Public Utilities . .. ..._.. . ..,.. Project: j Public Safety -ylf�/yyA Fire Services Oth�err1Agency rReevvierwvo6r PPermit Required Rev i or Receipt Date o}Pa k Verified B Florida DepL of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Amy Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI TION STATUS riNNICG epartment First Review: Approved. []Denied. I' one.) Comments: R1 (e2Sl- OneJW ",, {v hale S{avilhm, lh S�'n/led ING dr Jt Of - r< rPSf MQTpr I On Si�'Q.._ &ZONINGWORKS Reviewed b 1: m Date: P BLIC UTILITIES Second Review: [—]Approved as revis d. ❑Denied. Comments: PUBLIC SAFETY HIRE SERVICES Reviewed t y: Date: Third Review: []Approved as revis id. ❑Denied. Comments: i Reviewed y: Date: I oe 2008146916, OR BK 14528 Page 1811, Number Pages: 1, Filed 6 Recorded 0 /06/2008 at 12:17 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $ 0.00 Pe1mltNo. State of Fladda County of DI-w Og-908 1Wundersigned hereby gives notice thatimpmvemenls will be made W.certain realpnrperty,and In accordance with section 713,13 of the faorida StsIules,the following lnfotmaUon is provided 0 tltGs NOTICE OF COMMENCEMENT, py�rd�aa, ... . ' 13peonyftf- "L7= '29Ee8Z PV7 lr 2aala2t /!71772 0000 General descdptl,q) of Unprovern Q+mer ! Addr039 Ey, 2 , Owner`s Interest In site of the I rovemen p. N�Imple T1118 holder of other than owner). Address or it WDuCv'mC-- Address . Sure y JACK50 LL PL 33207 Address unt of bpnd j Any Person making a loan for the contra of a Improvements: . Name ,Addresa Person wllhln the State cf I:: d eslghe11,1101 ser,er upon wham noSces or other doamenb may be 881ved as provided by Seetlor1718,19(1)(a)7,l9adda Statutes. Name Addresa In addldon to himself, owmer of m meewe a Dopy o a dd44 - 9)(ta), Florida Stadr}es. NT'o'1ndateofNoBoaWtdat Ws,,M, ) "VIIondatelaone(1)yeartramthedataor rdlnp unless a dt{ferentdale IsdpasHlea) /' nmwaxoaaer ,,. I NdmrY Rubba.Sa=p Saar 1 14ri'FOW Waa'W 161I8w4+R,ipe°aEcatl°n°fes AfluQ �. ° fa Pelf E%RaF9:M-1 IM7. ,. � wµy� Boidkmrv&tlp%Mtlryenb .+; 'q • •,