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Permits 1885 Beach Ave f� i k i 4* j .. APPRO CITY OF160 � E3 u 11- JUL 15 'M3 4 ,* ��ls�✓�J-hl •: ._ue mta.,aa..ds'atia..ti""Y�.;_ti:-�',Yi:A'oStieS'.:a.#� ai9RiY WY•d.t.`s:;F:L*H:Lw.q;.aWW9u:vdGA^:rfiuJw.S�Ya.•S.i,'ff:AirffifENCdK1L&Yb,.XatW.,;f•.'3eti:�Y1"�[" � SHOWING BOUNDARY SURVEY OF THE NORTH 1/2 OF 1.01 .4':5, NORTH ATLANTIC BEACH UNIT NO 2, AS RECORDED IN PLAT BOOK 15, PAGE 57 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. r" .rxL7/'r/�/�Lf .,.w1..1/r. .Ar^11..•.^. iJ 7-7 U � a eo A/7;4!oIA '`ate%�o�" �,���1�" G35, f�s'�"9-• 598. 64,E3.4'F V.y64 ' l raoaa yoo( ES .1�zev 12.a5 G�ya<f.4L �'.:`v SfnC�f'��`�i � � � OJ ��'S• f�0 • BEARINGS ARE BASED ON THE NORTH LINE OF LOT 45 AS BEING N89°46'52"E BY P.B. 15, PG. 57. •THIS PROPERTY APPEARS TO LIE' IN L: ,FLOOD ZON "VE";(L'LEV 14,15&17) BY FLOOD: MAPS REVISED APRIL 17, ,1989, COMMUNITY PANEL NO. 120077 0001D. *NO BUILDING RESTRICTION FGr.6t/D���/ 8 �t e�.l;'• �•••'•' t CG.B.�/°.e.8� ez LINE BY PLAT. tet/ 030,01 ' O8 1.. - x OAIC � c3E�C� AI"'�vV� �F�rti,.r�x..y �,,,a,�rq�- .•+o,�.Gs�'f+' ,r�lvw�Y� , �5 ,6, W7 All I HEREBY CER•rlvv r^. . -• — OWNER BUILDER PERMIT AFFIDAVIT "-':' Stbter of Florida ) City of Atlantic Beach ) EAOR HE, the undersigned authority, personally ippv&rvd %AtP�s.._.,____________, Who Uponfirst t«rin dui &worn, deposom and salya l V y ----- and� and the legal owner of the gollaw property t Subdivision Get Block _ _ - Lots , EE I mm applying for w building permit pursuant Lo the Ovner Builder exemption not forth in Florida Statute, Section 489. 103. Florida law requires that I have been provided Witt, ttl& following DISCLOSURE STATEMEIITs DISCLOSURE STATEMENT State low requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, ah the owner of your propertyo to ,act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - or two family residence c•r w farm outbuilding. You may also build or imprc,ve a. commercial building at a cost of $25,000. 00 or less: The building must be for your use and occupancy. It may not be built for sale or lease. If you sell or leabe more than one building you have built yourself within one year atter the construction in complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. Your construction must be done according to building codes and zoning regulations. It is your responsibility to make aur& that people employed by you have license* required by state law and by county or municipal licensing ordinances. I hereby acknowledge that I hove read the above DISCLOSURE STATEMENT and that I comply with All the requirements for the issuance of an Owner-Builder permit. Further, affiant sayeth not. Property Own•t Sworn to and subscr;kbrd v • his y _. i . . 7070 a DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH . , .. PERMIT INFORMATION -„--.... _ -, � :WPATIOtf INPOR14ATION - - _- mi t, NulAber: 7070 , Address: 1085:' BEACH AVEN `V Permit Type. MECTRTCAL ATLAN'TTC BEACH FLORTDA 32233 C Of Work. ADDITION ---------- Constr. TYPe`*, WOOD FR"F Lot: Bok c Section* Proposed Use: STNCLE FAMIrLT `I'awnahiTi@ RRC> b D,el1'ingt.. 1 Code* O Subdivi6iori:. f Estimated Value: {1£1 Improv. Cost: ' ,$0 .00 Tote it-8o Amau-n s16.so r w »« TION -- -w 4- CA's'Tt?ON 1`ELS: .. .... N w PMTT $ 8 :VENUS ��fr x " l�tA ; IEEE SCI N r4 E �N rLORTC M F Phi T'. so � � 4 � . A R LATER ' WR It, tAD014AS HiR.S. C ,QG# BS Ie, CN � R ATI RAl3CTi 4A . 5* $0 .00 a e..Fr AT A. TA . o Voss s 7 w 8TR Av EN13E SOUTH SEI �R �' �' sfl .E?(3 r ;TACKSLL EACH, FL 32254 HY6RAUL C STIARE $0e;00 ' Ty CAPITAL,T"AL ` MT+ROVE r � so OTHER NOTES: NOtlC6—ALL CONCRETI~ FORMS AND FobTINGS MUST SE!N$PECTE©BBFC3RE POURlNEi PERMIT 1/010 61X MONTHS AFTER DATE OF Il E 13U LIKING MATERIAL,ROSSISH AND DES-RIS FROM THIS WORIC.MUS'f NL1T BE PLACE©IK PUSLIC SPACE,AND MUST BE ;G 4*4UP AND HAULED`AWAY B>r EaTF ERCQNTRACTOR OR OWNER � A 1. AE TO GOUAPLY 11VITH THE WIECHANICS' LIEN LAW,CAN RESULT IN " N�'<I R RERTY QWRIER'PAYlN—G TWICE F6 ,8U L1?ING INTI I J 1 N1 #Vi`S." La vilcu a #�U Q ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT.A►Nb SUB TO RE1�A� R ' �T N OFAPPLICABLE PRC)�/fSIONS,OF LAW. ,717' A �ITICSEAnow G14 3UILI (kG.OE;PAFtTmENT' r 1 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 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. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAMES�' C G a`. f' c S ADDRESS: ' `` RFD-BOX- BLDG. FDBOXBLDG.SIZE BETWEEN: ' RES.1; APT.( 1 COMM.( 1 PUBLIC ( ) INDUS. ( 1 NEW( ! OLD k':? REW. ADDITION (>'I TRAILER ( 1 TEMP.( 1 SIGNS ( 1 SQ.FT. SERVICE: NEW( ► INCREASE ( 1 REPAIR ( ► FEE CONDUCTOR SIZE AMPS COPPER ) ALUM. ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES !� CONCEALED OPEN TOTAL 0.90 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS 4:" r + 70089 ` DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH i l PERMIT INFORMATION LOCAT 101; ' INFORMAT ION ... ..._� . Permit Number:: Address; 1885 ,,BlAdH AVENUE ;" Permit T'yg : PLUMBING ' ATLANTIC HEACFIFLORIDA 3223 Class- of ;Werk: ALTERATION ' Dt44 DESCRIPTION WOOD FRAME L�t� BIack: ectiar�. P> nosed fileSINGLE 'FAMILY Tblki�hip� RNC"; 0 Dear l Ing :: 1 Cade., O Subdiviin L t ted Value. MOO Imotov . Cost ." X17.00 'A too 1919 0 143, i APPLICATION FS "Addie `; " , ''AVENUE F WAIF IMPACT FEE *yPLOR I D `E Ph, r f tri a�''m i „"0�'r��`�`�'` Fit RADON 'GAS »...---__ FOTI� RADON CAS 14, Nam B. NATER TAI? ..... �. �`.tl0, _. SRWE t P $0 .0p ACK S, LLL BEACHFL 32250 HYDRAULIC SNARE. $0 .00 O Type: 0 CAPITAL 'IMPROVE.: CN MP QT FES � ? .00_ ', I i NOTICE—:ALL CONCRETE :010018 AND FOOTINQB MUST BE"1`NSPECi�D BEFORE POURING PIMR.'MlT VOIR SIX MONTHS AFTER DIS%E SEJII®ING"MA1'ERIAl,RUBSISH AND DEBRIS FROM THIS WORK MUST NOT SE"PLACEI5 INPUBLIC SPACE,AND'MUST SE, C;LEA.,,E a;UP;ANC HAULED AWAY16' EITHER CpNTRACTOR OR OWNER". l=A Lt RE TO COMPLY V�lTH THE MECHANICS','LIEi�I. LAIN CAN 'RESI�LT ' [ 'T .PROPERTY QWN.ER PAYING TWICE 1=C1Fi.Bt�1LG '1m VEMT3 "V" r6w uv@ ACCORDING. TO APPROUEa.PLANS WHICH ARE PART OF THISMNDSU O',RE V T14N OF'APPLICABL .PROVISIONS OF LAW. f11.5$ REMWT ti ll: I AtI ANrtC SEACH e"UILCING.DEPART"MENT CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION OWNER OF PROPERTY:---- ��=____L/` � �j� BUILDING CONTRACTOR: PLUMBING CONTRACTOR �Z'}elii`.1 �l.c Z) AND ADDRESS: -------------------------------------------- -------------------------------------------- TELEPHONE NUMBER: - ,22 7 r -------------------- STATE LICENSE NO: TYPE OF BUILDING: z —G L -------------------------------------------- SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE ' -)UNT: x $3. 50 * $15. 00 = $ ----------------------------------------- ----------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233- Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23892 Address: 1885 BEACH AVENUE Permit.Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):" Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 4/19/2002 Name: WADDEN, DALE Total Fees: 78.00 Address: 1885 BEACH AVENUE Amount Paid: 78.00 ATLANTIC BEACH, FL 32233 Date Paid: 4/19/2002 Phone: (000)000-0000 . Work Desc: REPIPE CONTRACTOR(S) APPLICATION FEES SANVILLE, MIKE PLUMBING 78.00 . ;, 111. 131: sr ; NOTICE IN PECTION `- :,r-^- �^v',..>•"".a-'"'•-`z=':��� :.:. ...et.,'mss:. _ -i_=iv�=f,,!�^ BUILDING MATERI t AL n IZ`I�ft3T�� Y DIN PUBLIC SPACE,AND MUST B - V . '' _ -El�'HE - OR OWNER ~`'� •�'_�., y �' -,..h ewe"_ „w,,, �.a. "FAILURE TO CO rye.. . • � MPLY TIN THE PROPERTY OWNER PAYIN -iu ISSUED ACCORDING TO APPROVED PLA MIT AND SUBJECT TOREVOCATIONFOR VIOLATION OF APPLICABLE PROVISIONS Opens CIERYLE Types OC -DraMA < Dates 4/19/82 81 - Receipt no: ATLA TIC BEA B_UILDING-DEPT. am 1 FEE-ATT-K. 1 f76.86 CK DECKS 2W t7b.8B Trans date: 4/19/89' Ti is 15: CITY OF ATLANTIC BEACH APPLICATION FOR PLU14BING PERMIT JOB LOCATION: 1&375Qras,( ^ OWNER OF PROPERTY: ��� �(� t2O 6/1-) TELEPHONE NO. PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS: p?CJ/<:� STATE LICENSE NUMBER: G—�CQ('7ScZ0 TELEPHONE: IF/I HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER (� RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: ir x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE — $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ;r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000734 Date 5/27/09 Property Address . . . . . . 1885 BEACH AVE Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 10000 ---------------------------------------------------------------------------- Application desc REROOF 1481 . 2 1251 . 3 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WAPPES, DALE ROMANO ROOFING SERVICES 1885 BEACH AVENUE P.O. BOX 33037 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-5649 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 10000 Expiration Date . . 11/23/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE NN71TH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 09- 4 ' 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPTGCOAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY JOB ADDRESS:` 2:VALUATION OF WORK" B.50.Fr.'UNDER ROOF. 4,'LEGAL DESCRIPTION:, 5:CLASS OF-WORKCLUSE OF STRUCTURE: ❑NEW BUILDING ❑DEMOLITION ESIDENTIAL LOT_BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE OMMERCIAL 7s'DESCRIPT1ON OF WORK TERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER: - ,/ �'/ ;REPAIR ❑POOL/SPA El YES [I NIA �/1/ t GLV (�•✓" ❑MOVE ❑OTHER ❑NO PROPERTY OWNER. . "' ' �:"CONTRACTOR: ARCHITECT/ENGINEER: 9.NAME: 'q [\ CK 15. PANY NAME: t 23.COMPANY NAME rS w( t 16.NAME: 24.LICENSEE NAME: 1. A Y h 0 10.ADDRESS: `� 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: ` 18.ADDRESS: 4 QY4 j1k O.ADDRESS: k•�f7L(( f3C L zz. 11.OFFICE PHONE: 12.FAX NO.: 19.OFFIC PHONE: 0.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: z 6 '6,0 13.C PHO E y 21.CELL PHONE: 29.CELL PHONE: ADDRES 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: E SfMPLER H2OTITLE. LDER BONDING COMPANY=' MORTGAGE LENDER: 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction- This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning.I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER; YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WIT YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTIC OF O ENCEMENT. WNE `or AGENT NT OR If A er of eygr Agency Letter Required) Qu nly) c� Signed: Signed: Date: Z O Be me is 20 day oT 2009 in the c my of Before me this 2009 in the county of Duval,State of Florida,has perso appea d Duval,State of Florida,h i ersonally appeared herin by himself/hers I 'o r herin hip {}'1'iWself and iili6A'a1 aIC AWis and larations are true and accurate. true a '° : Notary Public-State of Florida ory Public State of Florida =_•. ;.e Notary Public at LargeNr ap , �man Nota ompission Expires F W910mI$3l0m 00832935 °�rtsslon 1 D❑Personally Knownirsaw 10/21/ tl12 ❑P r � ' Bon ed By Nation Nota, s ❑Produced Identificatio ❑Pr ry Notary Signature: Notary Signa BLDG01 Permit Application Bldg:REVISED:12/18/2008 ti NOTICE OF COMMENCEMENT State of Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Address of property being improved: General description of improvements: Owner: "� („_i �S Address: Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor: c Address: Telephone No.: Z 4:::aG �/2 Fax No: Surety(if any) Address: Amount of Bond S Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): TMS SPACE FOR RECORDER'S USE ONLY OWNER / Signed: ( 2l d Before s uval,State Of Florida,has personally ap Doc#2009124516,OR BK 14886 Page 1205, on a 9 Notary Public at Large, St o ori FA ph Jude Romano Recorded Pages: 1 2 My commission expires: M Commissio RecordedESiCLER9CIRCat UI C Personally Known: *76 xplres10/21/2012 or JIM FULLEP.CLERK CIRCUIT COURT DUVAL COUNTY Produced Identification: RECORDING$10.00 CITY OAF ATLANTIC BEACH i 8' O SEMINOLE ROAD j A'TLANTW BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 03-00026709 Date 9/03/03 Property Address . . . . . . 1885 BEACH AVE Tenant nbr, name . . . . . . #1 CEDAR SHAKE SHINGLE Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 16000 Owner Contractor ------------------------ ------------------------ WAPPES, DALE COPPEN ENTERPRISES 1885 BEACH AVENUE 562 KING STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32204 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 330 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 16000 ---------------------------------------------------------------------------- Special Notes and Comments NEED COPY OF WARRANTY PLUS 10 TAGS ARE REQUIRED FOR FINAL. LH Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 330 . 00 330 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 330 . 00 330 . 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 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. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PERMIT ..CALCUL.ATION SHEET Address � C ' } ' Heated Square Footage $ '� er sq ft Garage/Shed @ er .sq ft = $ Carport/Porch @ � per sq ft .= $ Decky @ $ per sq ft = $ .Patio @ $ per sq ft = $ TOTAL VALUATION: S LOG ,,.Total Valuation 1st ou, 1E1 L $ J Remaining Value $tj. per thousand or :portion thereof TOTAL BUILDING FEE $ 1/2 Filing , Fee (: ) F.ir.eplaces .@ . $15 .00. ..BUILDING PERMIT FEE $ .2 WATER IMPACT :FEE S SEWER IMPACT FEE $ j WATER METER/TAP $ 1L CAPITAL .IMPROVEMENT, $ SEWER TAP : $ -RADON (HRS) .0050 $ SECTION H PAVING ( ) $ / HYDRAULIC SHARES $ "t CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER :$ GRAND .TOTAL DUE :$ ADDITIONAL PERMITS OR .FEES : .:Mechanical ..Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : Cc: CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT S Higgins s 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 FaxVJ � 1 �v PLAN REVIEW COMMENTS Permit Application # 03 ` ?-u ri©g Property Address: )8c?S lq v, Applicant: -�h�n Ert'-1 e-rPy►S r C Project: re -ran � / f' �L��c.r LShakP C7'�rhr C This per it application has been: Approved Reviewed and the following items need attention: l� AM Please re-submit your application when these items have been completed. Reviewed By: �,(� Date: Hug 11 03 09: 19a Gates Empire 2473920 p' j h" CITY OF A'T'LANTIC BEACH ° `""" V ROOFING PERMIT APPLICATION Date: 1. yo r Jab Address: Owner of Property: (� Address- e.,1 %q5Com, ��✓ Telephone: 3 3 Conwactor: 41)2tA :.�' /` State License Number:C C C. Contractor's Address: -k, Telephone:_ %7 �r Fax- Scope of Work: fzn --- __-- ---- --- _ GccJ/-,I- S C SS i5 'Cr °7 .Deck Slope: Greater than 2:12 *! _--Less than 2:12 Valuation of work: C;4 e-,0.9�0 Product Name(Example:Timberline): q4- Ce-cPrc� Manufacturer(Example:GAF): C v 5 1� d'-S+ tL i to¢I� �.. i 'C.`� ASTM Desipation(s). Required Inspections: S �nd 1±' Signatures of Owner: Date: Signature of Contractor: Date: f e3 AS TO OWNER: l Sworn to and subscribed before nye this day of 2U State of Florida,County of Duval �r) Notary`s Signature• i �O�pryV Pie(/c LYNN BRILL MY COMMISSION 4 DD 189492 4�pl ersonally known EXPIRES:March 28,2007 roduced identification Nr''Fov FuoaG~ Bonded Thru Budget Notary service, Type of identification produced AS TO CONTRACTOPU Sworn to and subscribed before me this day of "--.20 - ,20 State of Florida,County of Duval f� f N, otary''s Signature: Pus LYNN 3R4LL Personally ka0WU P4V COMMISSION h D�18949_ Produced identification :rj * EXPIRES.March 28,2007 Type of identification produced Bonded 1 hru 3udget"21 Seswces 800 Seminole Road •Atlantic Beacb,Florida 32233-5445 Telephone: (904)247.5800• -Fax: 0041247.5-944, •tir+..•ir........._: .,_---• - 5 MiN. RETURN 3 J PHONE 3 g' 3 �:�t i �24�1 Tax Folio numberD��e: 2148 Permit number __ Filed $ Recorded OMMENCEMEN NOTICE OF CT 08/20/2003 49:09:49 M JIM FULLER co CLERK CIRCUIT COURT It V4 STATE OF FLORIDA DRECO COUNTY N 1 COUNTY OF DUVAL RECORDING f .00 TRUST FUND f 1.00 01 TIIE UNDERSIGNED hereby gives notice that improvement will be made to certain re 01 to property,and in accordance with Chapter 713,Florida Statutes,the following information is CL provided in this Notice of Commencement. O 1. Description of property: ` 5 f3P C.C M � 2. General description of improvementsn<� G 3. Owner information: 1� p a. Name and Ad ress: pq �. it1� II�QS IK85 ( acG, i d9+�n}f.l?t9��+l= 13�a�3 b. Interest in property: �^ c. Name and address of fee simple titleholder(other than owner): 4. .Contractor's name and address: �f�1:) C �►'' '� ( a. Phone number: 15 ?�` 2 _b.Fax number: �j 5. Surety information: 7 a. Name and address: b. Phone number: c.Fax number: d.Amount of bond: 6. Lender's name and address: a. Phone number: b.Fax number: 7. Person within the State of Florida designed by owner upon whom notices or other documents maybe served as provided by 713.12(1)(a),Florida Statues. Name and Address: a.Phone number: b.Fax number: 8. In addition to himseWherself,owner designates Of to receive a coFy of the Lienor's Notice as provided in Section 713.12(l)(b),Florida Statutes. 9. Expiration date of Notice of Comm ent (the expiration date is one(1) year from the date of Recording unless a di nt t is sp ed) Signature of Owner: % Sworn to and. bsctrebed before a this ��¢kr-- 8flilt 20 NoTary * MY COMMISSION M DD 149492 aa, EXPIRES.Iftfuh 28,20M ,�rECt�.Pll Bonded Thru Budget Notary Services (opomnal shown: My cammiss�on expires: l 6831 Highway Avenue Jacksonville,Florida 32210 A Weyerhaeuser 904-783-2007 Fax 904-783-3854 The future is growing- August 27, 2003 Mathew S. Gates Gates Empire Construction 455 Atlantic Blvd Atlantic Beach, FL 322233 Dear Mr. Gates: Subject: #1 -1/4" Heavy Shakes 2411 On August the 17th 2003, ABC Supply Co purchased 95 bundles of Heavy Shakes. Their purchase order number was#05044166. Regards, I Cu" (-J Susan Shaw Weyerhaeuser Sales be (I W, (904) 783-2007 Sales Order SO Number: 616' 34754 Page 1 of 1 Warehouse Corp Customer#: 35030066 Remit To: Customer PO#: 05044166 L, Weyerhaeuser Weyerhaeuser Order Date: 07/17/03 7591 Collections Center Drive Entered By: Susan Shaw 6831 Highway Ave Chicago, IL 60693 Sales rep: Susan Shaw Jacksonville, FL 32254 USA Scott Aslinger Cust. Contact: Richard Currency: USD Ship To: Bill To: Phone No.: (800) 786-1210 Sold To: Phone No.: (800) 786-1210 Same As Sold To Abc Supply Co Inc Abc Supply Co Inc 5130 Phillips Hwy 5130 Phillips Hwy Jacksonville, FL 32207-7933 Jacksonville, FL 32207-7933 Shipment# 616134754-1 Terms:Net 30 ADI Planned Delivery Date: 07/22/03 FOB Delivered., Ship Via: Truck EXPEDITE WiL;ZALL LN Item Description Quantity Price Set# Ordered UOM Extended $ UOM Extended 1 194 513 299 24113/4"WRC#1 HS&RS Hvy Shakes (513dl/Sq) heavy 95 EA 95 a• r, Shipment 616134754-1 Subtotal: Tax Shipment 616134754-1 Total: r All gales are subject to our general terms of sale found at Total Invoice Amount: ` http://www.weyerhaeuser.com/ourproducts/buildingproducts/buildingmaterials/aboutbuildingmateri This Is Not An Invoice-- Do Not Pay als/terms_default.asp F_228 B1.11 R20 Date Printed: 08/27/03 7:55AM . �.`a .,._, s „�1r=a.,�.l:".�r.'a- .rr• __+a-f. _iytt.�;, 'tr7•'-s'•'e (904)/.90 783-2007 r,1�Y:_�=:t�:a:s::-,_,• t.:.�;,._+•;rt` a'k� •� . .��:�e x i+•S. ,-...... _, :a: ,'. . �.^ Wit:."`.t ,.f;���et To: Casiomw POO: •06044166 AWeyerhaeuser Weyerhaeuser Order Date. 07117/0'3 L W 7591 CollecWns Center Drive Enter"BY: Susan Shaw 6831 Highway Ave Chicago, L 60693 gotes rep: Susan Show Jacksonville,FL 32264 USA Scott AsihW CusL Contact: Richard CupMtay: USD Ship Ta: ONTO: Phone No.:(600)7W1210 Sold To: Phone No.:(800)M-1210 Same As Sold To X, Abc Supply Co Inc Abe Supply E0,.1nc 5130 Phillips HW 5130 Phillips Hwy JacksorMle.FL 32207-7933 JwJ=t vb.FL 32207-7933 .! -. �,. .. .sit r. Lq. 'l "a t:.i;:r. y...'- •` z.:7ld - i:[t� t;.:...- :�• iSi?:.�•'Y.7ti�.. �'c} (n �i m h..�� ! �_ s` �.; _ itch,.. .�-'""�s� -. +-, a{, .T•r'.!�a'F.=• ' _-. bt ttam DowAption Guandly PNce 4N sN6 eretwrd uUON E1tftrttfed t utxM "«+detJl t lee513las 24"3114'WRC 91 HS&RS HvyShakes(58dVSq)heavy 95 FA 95 j� I Shiptneft 6161347541 Subtotah Tax Shipment 516134754-1 Total: All sales are su*ct to our general terms of sale found at Total Invoice Amamt: http:/Iwww.weprhasuser.mmlourproducb tildingproductarbuNdkVmaterials/4bwRb ngmeterl This is Not An invoice--Do Nat Pay alsAetms_detwAasp F—M 81.11 RM L,"� ` '') We Pfted: 08113108 11 S AW 13 2003 15:18 FR WEYERHAEUSER 904 783 3854 TO 2473920 P.02/15 CB m 97 Grading and Packing Rules for Western Red Cedar* Shakes and Western Red Cedar* Shingles of the Cedar Shake and Shingle Bureau TM cww:mbg www.codarbureau.org *Also applies to Alaskan Yellow Cedar Copyright 1997—2001 Cedar Shake&Shingle Bureau, All Rights Reserved. S:Mav;dI0mding RWeOCS813-97 2001 cmuted and formatted AUG 13 2003 15-18 FR WEYERHAEUSER 904 783 3854 TO 2473920 P.03i15 C$3B-97 SHAKES SECTION 15.301—SCOPE Wood shakes regulated under this part shall be of an approved durable wood and shall be manufactured and graded No.l shakes or No_1 or 2 taper-sawn shakes in accordance with this standard,and their use shall be governed by the provisions of Chapter 15 of this code. SECTION 15.302—DEFINITIONS 15.302.1 General. For the purposes of this part,certain words and phrases are defined as follows: BEST FACE is the side of a shake or shingle which is graded and contains the least amount of defects as described within this Standard. BREAKAGE is damage caused after manufacture and subsequent to packing BUNDLE is a unit or package comprising sufficient material of the same grade and length to cover a specified area at recommended exposures. BUTT is the thicker end of the shake. BUTT CHECK(SUN CHECK)is a condition caused by heat or excessively dry temperature and usually occurs while the raw material is in block form. It is considered a defect when it extends more that 3/8-inch(9mm)upward from the butt of the shake. CHECK is any separation of the wood. A check that causes an obvious,readily identifiable section that is easily separated during the grading process shall not be considered defective unless the separated sections are less than the minimum required width. CLEAR LINE is an imaginary line across the width of a shake which marks the"clear zone. CLEAR ZONE is that portion of the shake between the butt and the"clear line,"involving both the face and the reverse. COURSE is a horizontal layer forming one of a series of layers on a roof or wall or in the packed bundle. CRIMPS is a breaking down or collapse of wood cells during drying,characterized by a caved-in or corrugated appearance. DECAY(ROT)is the decomposition of wood substance caused by action of wood- destroying fungi,resulting in softening,loss or strength and weight and change of texture and color. EDGE is the long side of a shake. 2 Copyright 1997-1001 Cedar Shake&Shingle Bureau.All Rights kcsmmcd. AUG 13 2003 15:18 FR WEYERHAEUSER 904 783 3854 TO 2473920 P.04i15 CUB - 97 EXPOSURE is the portion which,when applied,is exposed to the weather. EXPOSURE LINE is an imaginary line drawn across the shake at the same distance above the butt that is equal to the weather exposure. FEATHER TIP or shim is a condition of manufacture found on the thin ends(tip)of some shakes where the saw came out of the piece prematurely,producing a thin,flimsy,feather-like tip that is uneven or has corners sawn off. GRAIN is the direction,size,arrangement,appearance or quality of the fibers in wood. To have a specific meaning,the term must be qualified: Cross Grain is a condition that should not be confused with the terms"flat grain'or"edge gain,"and that might better be termed"cross fiber,"since it is a deviation of the wood fibers from the true parallel of the face of the taper-sawn shake. It is a defect when it runs from one face of the taper-sawn shake to the other within a longitudinal distance of 3 inches(75mm)or less in that portion measured 5 1/2(140mm)7 112 inches(190mm)and 10 inches(255mm)from the butt on 15-inch(380mm), 18-inch(455mm)and 24- inch(610mm)shakes. There is to be no excessive cross grain in the remainder of the shake. Diagonal Grain is a condition where the grain of the wood does not run parallel to the edges of the shake. It is considered a defect when the grain diverges of slants 2 inches(50mm)or more in width in 12 inches(305mm)of length measured from the butt. Edge Grain or Vertical Grain is wood cut in a plane approximately at right angles to the annual rings.A condition in which the rings form an angle of 45 degrees or more with the face of the piece. Flat Grain is wood cut in a plane approximately tangential to the annual rings and means a condition in which the rings form an angle of less than 45 degrees with the face of the piece. Mixed grain is the condition in which edge and flat-grain are present in the same piece of wood. Torn Grain(Torn Fiber)is a fuzzy or whiskered appearance in the face of the shake_ Usually caused by a dull saw or grain deviations. 3 Copyright 1097—2001 Cedar shake A Shingle Buren.All Rights Reserved. RUG 13 2003 15:20 FR WEYERHAEUSER 904 763 3654 TO 2473920 P.09/15 0688-97 Shake hip and ridge are two shakes that have one edge,each sawn on a bevel and.fastened together to produce the cap for the hip or ridge of the roof. SECTION 15.309--QUALITY STANDARDS No. 1 hip and ridge units shall be produced from material that meets the standard for No. 1 shakes;No.2 units shall be produced from material that meets the standard for No. 2 taper-sawn shakes. Lower grade material is not permitted. SECTION 15.31"IZE At the time of manufacture,the shake hip and ridge assembly width shall be 9 inches(230mm), measured on the underneath side of the assembly at the butt end. A minus tolerance of 118 inch (3mm)is allowed. Butt misalignment of assemblies in excess of 1/4 inch (6mm)is not permitted. The narrow component shall have a minimum width of 4 1/2 inches(I 15mm)at the bun end. For taper-sawn ridge,top comers at the outer edge of the units shall not be more than a 90-degree angle. SECTION 15.311--PACKING Individual shake hip and ridge units are made up of one wide and one narrow component. They shall be packed 20 units per bundle with an equal number of right-hand and left-hand units(for alternating laps). Units shall be manufactured to a 4 units vertical in 12 units horizontal(33.3% slope)pitch or steeper. Units shall be joined with not less than two fasteners applied between 1 inch and 8 inches(25mm and 200mm)from the butt. Either staples or nails are acceptable. Fasteners shall be corrosion resistant, spaced approximately 4 inches(I OOmm)apart. SECTION 1.5.312--INSPECTION Each off-grade unit counts as 5 percent of the grade;more than two off-grade units per bundle shall preclude a passing grade. 8 Copyright 1997-2001 Cedar Shake k Shingle Bureau.All Rights Reserved. AUG 13 2003 15:20 FR WEYERHAEUSER 904 763 3854 TO 2473920 P.08i15 CSM- 97 15.304.3.1 No. 1 grade shake. Shakes shall be of random widths,none narrower than 4 inches (100mm). Minimum width for taper-sawn shakes shall be 3 1/2 inches(90mm). Taper-sawn shakes less than flinches(100mm)in width shall not constitute more than five percent(5%)of the running inches(mm)of each bundle. 15.304.3.2 No.2 grade taper-sawn shake.No.2 grade taper-sawn shakes shall have a minimum width of 3 inches(75mm). Taper-sawn shakes less than 4 inches(100mm)in width shall not constitute more than 10 percent of the running inches of each bundle. Edges shall be parallel within 1/2 inch(l3mm). 15.304.3.3 Standard Grade Shakes. Standard Grade shakes shall be of random widths,no narrower than 4 inches(I00mm);and none wider than 8 inches(200mm). 15.304.4 Edges. Edges of shakes shall be parallel within l inch(25mm). Edges of taper-sawn shakes shall be parallel within 5/8 inch(16mm). SECTION 15.305-PACKING 15305.1 General. Shakes shall be packed in straight courses in regular frames 18 to 20 inches (457mm to 508mm)wide. See Tables 15-3-A and 15-3-B. 15.305.2 Identification. Each bundle of wood shakes graded under this standard shall bear the label of an approved inspection bureau or agency. The label shall be white base stock printed with predominately blue ink and shall clearly indicate No. 1 grade. For No.2 grade taper-sawn shakes,the label shall be white base stock printed with predominately red ink and shall clearly indicate the No.2 grade. For standard grade shakes,the label shall be white base stock printed with predominately brown ink and shall clearly indicate standard grade. SECTION 15.306--INSPECTION Shakes packed in a five-bundle square shall be off grade if the total lineal inches of on-grade shakes is less than 268 inches(6807mm)per bundle. SECTION 15.307--REINSPECTION In case of reinspection, 10 or more bundles selected at random shall constitute a fair sampling of the shipment. The criteria for inspection of shakes specified in Section 15.306 shall also apply for reinspection. PART I1--Grading Rules for Shake Hip and Ridge SECTION 15.308--DEFINITION 7 CMngM IM—2001 CMM shake A Shhoe Rum%t An Righm Rawrim. AUG 13 2003 15:19 FR WEYERPEUSER 904 763 3854 TO 2473920 P.07i15 CUB.97 15.304.1 Length. 15.304.1.1 No 1 grade shakes. Nominal shake lengths shall be 15 inches, 18 inches or 24 inches (380mm,455mm or 610mm),with a minus tolerance of I inch(25mm)and a plus tolerance of 2 inches(50mm)for 18-inch(455mm)shakes . A variation,including shims or feather tips,of I inch(25mm)from these nominal lengths of 18-inch(455mm)shakes shall be permitted in any bundle. A variation of 2 inches(50mm)below the nominal length shall be permitted in 24-inch (610mm)shakes and may contain,but is not limited to,shims or feather tips within the specified variation and shall have a plus tolerance of 3-inches(75mm). See Table 15-3-A. The 15-inch (380mm)starter-finish course grade shall permit a tolerance of I inch(25mm)over and under the nominal 15-inch(380mm)length. 15.304.1.2 No.2 Taper-Sawn Grade Shakes.. For No.2 grade taper-sawn shakes,minimum lengths of 15-inch, 18-inch and 24-inch(380mm,455mm and 610mm)shakes shall be 14, 16 and 22 inches(355,405 and 560mm),respectively. 15.304.1.3 Standard Grade Shakes. For Standard Grade shakes the minimum length of 18-inch (455mm)and 24-inch(610mm)shakes shall be 17-inches(430mm)and 22-inches(560mm) respectively. 15.304.2 Thickness. 15.304.2.1 No. l grade shakes. Shake thickness shall be determined by measurement of the butt within 1/2 inch(13mm)from each edge. If corrugations or valleys exceed 1/2 inch(13mm)in depth,a minus tolerance of 1/8 inch(3mm)is pemutted in the minimum specified thickness. (Providing the required minimum shake thickness is maintained within 1/2-inch(13mm)of each edge at the butt,a minus tolerance of 1/16-inch(1.5mm)less than the nominal thickness shall be permitted on the remaining width of the shake.) No minus tolerance shall be permitted. The thickness at the exposure line shall be a minimum of one half the butt thickness,except that 3/8- inch(9mm)shakes shall have a minimum thickness of 1/4 inch(6mm)at the exposure line. 15.304.2.2 No. 1 and No.2 grade taper-sawn shakes. No 1 and No.2 grade taper-sawn shakes shall have one of two thicknesses at the butt, 5/8 inch(16mm)or 3/4 inch(19mm)with a minus tolerance of 1/16 inch(1.5mm)in 10 percent of a bundle. 15.304.2.3 Standard grade shakes. Standard Grade shakes shall have one thickness. Eighteen inch(455mm)and 24-inch(610mm)shakes shall have a minimum butt thickness of 3/4-inch (19mm). Thickness at the exposure line shall be a minimum of one-half(1/2)the minimum specified butt thickness. 15.304.3 Width. 6 Copyright 1907—2001 Ccdar shake!Walt Bumv.All Rithts Reumod. AUG 13 2003 15:19 FR WEYERHAEUSER 964 783 3854 TO 2473920 P.06i15 CSM -97 SECTION I5.303--QUALITY STANDARDS 15.303.1 No. 1 Grade Shake. Shakes shall be 100 percent clear,graded from the split face in the case of handsplit-and-resawn shakes and from the best face in the case of taper-split,taper- sawn and straight split shakes. Shakes shall be 100 percent heartwood,free of bark and sapwood,except that up to 1/8 inch (3mm)of sapwood is permitted on one edge from the butt to the maximum recommended exposure line on the graded face. Additional sapwood shall be permitted above the exposure line providing the sapwood is contained within a diagonally drawn line from the outside edge at the butt to a point I inch(25mm)inward from the tip edge on handsplit and resawn shakes and 5/8 inch on tapersawn shakes. Taper-split shakes and straight-split shakes shall be 100 percent edge-grain-Handsplit-and- resawn shakes and taper-sawn shakes may average up to 20 percent of flat-grain in the lineal inches(mm)of any bundle. Curvature in the sawed face of handsplit-and-resawn shakes shall not exceed 1 inch(25mm) from a level plane in the length of the shake. Excessive groin sweep on the face shall not be permitted. Knots,wormholes,decay,checks,crimps,waves and torn fiber are not permitted. 15.303.2 No.2 Grade-Taper-Sawn Shakes. No.2 grade taper-sawn shakes shall be of sound and serviceable material,graded from the best face. flat grain is allowed in the No.2; sapwood is restricted to 1 inch(25mm)in width in the first 10 inches(255mm)above the butt. Defects such as knots,wormholes, decay,crimps,cross grain,waves or torn fiber are not allowed in the first 7 1/2 inches,9 inches and 12 inches(190mm,230mm,and 305mm)from the butt in the 15- inch, 18-inch and 24-inch(380mm,455mm and 610mm)lengths, respectively,of the No. 2 grade taper-sawn shakes. In the same product, grain characteristics,other than excessive cross grain, are not considered defects;defects may be up to 1 1/2(38mm)inches in diameter,but aggregate defects must not exceed one half the width of the shakes. 15303.3 Standard grade shakes. Shakes shall be handsplit-and resawn taper-sawn. Shakes shall be edge grain or flat grain or any combination of edge and flat grain. Shakes shall be graded from the split or best face.Grain characteristics other than excessive cross grain are not considered defects. Curvature shall not exceed 1 inch(25mm)from a level plane in the length of the shake. SECTION 15.304-SIZE 5 Copyright 3997—20D I Calor Shako k Shingle Bureau.All Righu Reserved. AUG 13 2003 15:19 FR WEYERHAEUSER 904 ?83 3854 TO 2473920 P.05i15 CM - 97 HEARTWOOD(HEART)is the inner layer of a woody stem wholly composed of nonliving cells and usually differentiated from the outer enveloping layer(sapwood)by its darker color. KNOT is that portion of a branch or limb which has been surrounded by subsequent growth of wood of the tree. KNOT DIAMETER shall be measured by average facial dimensions. LINEAL INCHES is the total width of any given number of shakes when laid edge to edge. PLY is the minimum number of thicknesses,when applied,of shakes or at any point on the covered surface. This term is relative to exposure. REVERSE FACE refers to the entire reverse side of a shake or shingle,which would be expected to be installed down. SAPWOOD is wood containing some living cells and forming the initial wood layer beneath the bark of the log. Sapwood may be lighter in color than heartwood. SHIM. See"feather tip." SQUARE PACK is a unit providing sufficient shakes for the coverage of a given area when the shakes are laid at the required exposure to the weather. (See Tables 15-3-A and 15-3-B.) TIP is the thinner end of the shake. TIP ZONE refers to that area 22(560mm)or more inches from the butt in 24-inch(610mm) shakes, 17(430mm)or more inches from the butt in 18-inch(455mm)shakes and 14(355mm)or more inches from the butt in 15-inch(380mm)shakes. WARPAGE refers to facial curvature(bow),or twist,or both. Warpage is measured from a level plane,with the shake convex to the highest point at the butt. The shake is held firmly inches down from the tip 4-inches(102mm). WAVES are the washboard-like irregularities on the face of a shake. WORMHOLE is a hole or passage burrowed by a worm or insect. 15.302.2 Shake Types. Shake types shall be one of the following types: L Handsplit-and-resawn have split faces and sawn backs,and are produced by running split wood blanks or boards of proper thickness diagonally through a bandsaw to produce two tapered shakes from each blank. 2. Straight-split are manufactured by splitting from only one end of a block of wood, producing shakes which are the same thickness throughout. 3. Taper-sawn are tapered pieces sawn both sides. 4. Taper-split are split both sides. A natural taper,from butt to tip,is achieved by reversing the block,end for end,with each split. 4 Copyright 1997—200I CO"r Sbeke&Shingle Barma.All Rights Rsserva, RUG 13 2003 15:20 FR 6JEYERHPEUSER 904 783 3854 TO 2473920 P.10i15 0336 -97 SHINGLES SECTION 15.401--SCOPE This standard provides a minimum specification for sawn wood shingles of No. 1 grade,No.2 grade and No. 3 grade. It covers length,,width,thickness,and grain characteristics for these requirements, plus definitions and specifications. SECTION 15.407--DEFINITIONS For the purpose of this standard,the following terms shall be construed as herein specified. BEST FACE is the side of a shingle which is graded and contains the least amount of defects. BREAKAGE is damage caused after manufacture and subsequent to packing. BUNDLE is a unit or package comprising sufficient material of the same grade and length to cover a specified area at recommended exposures. BUTT is the thicker end of the shingle. BUTT CHECK(SUN CHECK)is a condition caused by heat or excessively dry temperature and usually occurs while the raw material is in block form. It is considered a defect when it extends more than 3/8-inch(9mm)upward from the butt of the shingle. CHECK is any separation of the wood. CLEAR LINE is an imaginary line across the width of a shingle which marks the"clear zone." CLEAR ZONE is that portion of the shingle between the butt and the"clear line,"involving both the face and the reverse. COURSE is a horizontal layer forming one of a series of layers on a roof or wall or in the packed bundle. CRIMPS are a breaking down or collapse of wood cells during drying,characterized by a caved-in or corrugated appearance. DECAY(ROT)is the decomposition of wood substance caused by action of wood-destroying fungi,resulting in softening,loss of strength and weight and change of texture and color. EDGE is the long side of a shingle. EXPOSURE is the portion which,when applied,is exposed to the weather. EXPOSURE LINE is an imaginary line drawn across the shake or shingle at the same distance above the butt that is equal to the weather exposure. FEATHER TIPS(or shims)is a condition of manufacture found on the thin ends(tip)of some shingles where the saw camc out of the piece prematurely,producing a thin,flimsy,feather like tip that is uneven or has corners sawn off. GRAIN is the direction,size,arrangement,appearance or quality of the fibers in wood. To have a specific meaning,the term must be qualified: Cross Grain is a condition that should not be confused with the terms"flat"or"edge"grain, and that might better be termed"cross fiber,"since it is a deviation of the wood fibers Brom the true parallel of the face of the shingle. It is a defect when it runs from one face of the shingle to the other 9 Copyright 1997—2001 Coder Shake&Shingle Bureau.All Rights RearvaL AUG 13 2003 15:21 FR WEYERHAEUSER 904 783 3854 TO 2473920 P.11i15 CS$B-97 within a longitudinal distance of 3 inches(75mm)or less in that portion measured 6 inches (I 50mm)from the butt. Excessive cross grain must not be present in the remainder of the shingle. Diagonal Grain is a condition where the grain of the wood does not run parallel to the edges of the shingle. It is considered a defect when the grain diverges or slants 2 inches(50mm)or more in width in 12 inches(305mm)of length. Edge Grain or Vertical Grain is wood cut in a plane approximately at right angles to the annual rings. A condition in which the rings form an angle of 45 degrees or more with the face of the piece Flat Grain is a condition in shingles or lumber where the growth rings are flat or horizontal, as opposed to edge-grained or quartered material where the growth rings are on edge,or vertical to the surface. Wood cut in a plane approximately tangential to the annual rings and means a condition in which the rings form an angle of less than 45 degrees with the face of the piece. FEATHER TIPS(or shims)is a condition of manufacture found on the thin ends(tip)of some shingles where the saw came out of the piece prematurely,producing a thin, flimsy,feather like tip that is uneven or has comers sawn off. HEARTWOOD(HEART)is the inner layer of a woody stem wholly composed of nonliving cells and usually differentiated from the outer enveloping layer(sapwood)by its dancer color. KNOT is that portion of a branch or limb which has been surrounded by subsequent growth of wood of the tree. KNOT DIAMETER shall be measured by average facial dimensions. LINEAL INCHES are the total width of any given number of shingles when laid edge to edge. PLY is the minimum number of thicknesses,when applied,of shingles at any point on the covered surface. This term is related to exposure. REVERSE FACE refers to the entire reverse side of a shake or shingle,which would be expected to be installed down. SAPWOOD is wood containing some living cells and forming the initial wood layer beneath the bark of the log. Sapwood may be lighter in color than heartwood. SHIM See"feather tips." SQUARE PACK is a unit providing sufficient shingles for the coverage of a given area when the shingles are laid at the specified exposure to the weather in Tables 15-C and 23-L of this code. TIP is the thinner end of the shingle. TIP ZONE refers to that area 23 inches(585mm)or more inches from the butt in 24-inch (610mm)shingles, 17(430mm)or more inches from the butt in 18-inch(455mm)shingles and 15 inches(380mm)or more inches from the butt in 16-inch(405mm)shingles. TORN FIBER(TORN GRAIN)is a fuzzy or whiskered appearance on the face of the shingle usually caused by a dull saw or grain deviations. WAVES are the washboard-like irregularities on the face of a shingle. WORMHOLE is a hole or passage burrowed by a worm or insect. 10 Copyright 1997—2001 Cedar Shake&Shingle Borem All nights Reserved, AUG 13 2003 1521 FR WEYERHAEUSER 904 783 3854 70 2473920 P.12i15 CUR - 97 SECTION 15.403—GRADING AND LABELING Each bundle of No, 1 grade,No.2 grade and No.3 grade wood shingles graded under this standard shall bear the label of an approved inspection bureau or agency. For No. 1 grade,the label shall be of white base stock printed with predominantly blue ink and shall clearly indicate the No. 1 grade. For No.2 grade,the label shall be of white base stock printed with predominantly red ink and shall clearly indicate the No.2 grade. For No.3 grade,the label shall be of white base stock printed with predominantly black ink and shall clearly indicate the No. 3 grade, All grades shall be well manufactured and neatly packed;they shall comply with or exceed the specifications herein established for quality. All shingles shall be graded from their best face. Wormholes,decay and crimps arc not allowed on either face of No. 1 shingles and below the clear line to the butts on either face of No. 2 and No.3 grade shingles. 15.403.2 Characteristics. 15.403.2.1 General. Shingles characteristics shall be in accordance with the provisions of this section: 15.403.2.2 No. l grade. No. 1 grade shall be vertical grain or edge grain,be clear of defects on the graded face and be 100 percent heartwood. Knots,knot holes,wormholes,decay and crimps are not allowed on either face. Flat grain,cross grain and sapwood constitute natural characteristics that are not admissible. Defects in manufacturing,including shims,excessive feather tips,diagonal grain, and cross grain are likewise not admissible. Manufacturing defects such as checks,waves or torn fiber are permitted on the ungraded face. 15.403.2.3 No.2 Grade. In No.2 grade,sapwood is restricted to 1 inch(25mm)in width in the first 10 inches(255mm)above the butt. Grain characteristics,other than cross grain,are not considered defects. Defects such as knots,knotholes,wormholes,decay and crimps are not allowed on either face in the first 10 inches, l 1 inches and 16 inches(255mm, 280mm and 405mm)fTwn the butt in the 16-inch, 18-inch and 24-inch(405mm,455mm and 610mm)lengths,respectively. Manufacturing defects such as checks,waves or tom fiber are permitted on the ungraded face. Defects may be up to 3 inches(75mm)in diameter,but aggregate defects shall not exceed one half the width of the shingle, 15.403.2.4 No.3 Grade. In No. 3 grace,sapwood is permitted. Other grain deviations are not considered defects. Other defects,as listed above for No.2 grade,are not allowed in the first 6 inches(150mm)from the butt for 16-inch(405mm)and 18-inch(455mm)lengths and 10 inches (255mm)for 24-inch(610nun)lengths. Defects maybe up to 3 inches(75mm)in diameter,but aggregate defects shall not exceed two-thirds the width of the shingle. 11 Copyright 1997—2001 Ced1u 5hke&Shingle Hmuw All Rights Reecrved. RUG 13 2003 15:21 FR WEYERHAEUSER 904 763 3854 TO 2473920 P,13/15 CUB -97 SECTION 15.404—LENGTH,WIDTH,THICKNESS 15.484.1 Length. 15.404.1.1 No 1 Grade. Shingles are usually manufactured in 16-inch, 18-inch and 24-inch (405mm,455mm and 6IOmm)lengths. A minus tolerance 1-inch(25mm)below the nominal length is allowed.. 15.404.1.2 No.2 Grade. For No.2 grade the minimum lengths,including shims or feather tips for 16-inch, 18-inch and 24-inch(405mm,455mm and 61Omm)shingles,shall be 15 inches(380mm), 16 inches(405mm)and 20 inches(51Omm),respectively. 15.404.1.3 No.3 Grade. For No. 3 grade the minimum lengths,including shims or feather tips for 16-inch, 18-inch and 24-inch(405mm,455mm and 610mm)shingles,shall be 14 inches(355mm), 16 inches(405mm)and 18 inches(455mm),respectively. 15.404.2 Width 15.404.2.1 No. I Grade. Minimum width up to but not including 24-inch lengths(610mm),shall be 3 inches(75mm). Minimum width for shingles 24 inches(610mm)and longer shall be 4 inches (I00mm). In 16-inch and 18-inch(405mm and 455mm)shingles those less than 4 inches (100mm)in width;shall not constitute more than 10 percent of the running inches per bundle. Shingles shall be uniform in width;that is,with parallel sides. Edges shall be parallel within a tolerance of 1/4 inch(6mm)on .16-inch(405mm)and 18-inch(455mm)shingles and 3/8-inch (9mm)on 24-inch(455mm)shingles, 15.404.2.2 No.2 Grade. Minimum width shall be 3 inches(75mm). Not more than 20 percent of the rimming inches(mm)in each bundle shall be less than 4 inches(100mm)wide. Edges shall be parallel within a tolerance 3/8-inch(9mm)in the 16-inch, 18-inch and 24-inch(405mm,455mm and 610mm)lengths. 15.404.2.3 No.3 Grade. Minimum width shall be 3 inches(75mm)except it may be 2 1/2 inches (65mm)for the 16-inch(405mm)length. Not more than 30 percent of the running inches in each bundle shall be less than 4 inches(100mm)wide. Edges shall be parallel within a tolerance of 3/8 inch(9mm). 12 Copyright M—2001 Ceder Make&Shingle Bureau.M Ripa Relayed. AW 13 2003 15-'22 FR WEYERHAEt1SER 904 783 3854 TO 2473920 P.14r15 CUB-97 15.4043 Thickness. Shingles are measured for thickness at the butt ends and designated according to the number of pieces necessary to constitute a specific unit of thickness. At the time of manufacture, 16-inch(405mm)shingles shall be"nominally"5/2 [the thickness of five butts will be 2 inches(50rnm)], 18 inches(455mm)shall be nominally 5/2 1/4[five butts measure 21/4 inches (55mm)]and 24 inches(610mm)shall be nominally 4/2 (four butts measure 2 inches(50mm)]. Shingles shall be uniform in thickness,with a plus or minus tolerance of three percent(30/o)shalt be permitted to compensate for variations in saw movement.A further plus or minus tolerance of 3 percent is allowable to compensate for the difference in shrinkage due to seasoning or kiln drying. This tolerance is based on the total thickness of the bundle. SECTION 15A05-INSPECTION Shingles packed as a 4 bundle square shall be off grade if the total lineal inches(mm)of on grade shingles is less than 695 inches(17 653mm)635 inches(16 129mm)and 465 inches(11 811mm) per bundle for 16-inch(405mm), 18-inch(455mm)and 24-inch(61 Omm)shingles respectively. SECTION 15.406-REINSPECTION In case of reinspection, 10 or more bundles selected at random shall constitute a fair sampling of the shipment. The 4 percent tolerance for defective shingles specified in Section 15AOS shall also apply for reinspection. Part 11-Grading Rules for Shingle Hip and Ridge SECTION 1SA67•DEFIMTION Hip and Ridge Shingles are two shingles that have one edge of each sawn on a bevel and fastened together to produce the cap for the hip or ridge of the roof. Hip and ridge units are manufactured from No. 1 or No.2 grade shingles. SECTION 1SA08-QUALITY STANDARDS No. 1 hip and ridge units shall be produced from material that meets the standard for No. 1 shingles; No.2 hip and ridge units shall be produced from material that meets the standard for No. 2 shingles. Lower-grade material is not permitted. SECTION 15.489--SIZE At the time of manufactm,the shingle hip and ridge assembly width shall be 7 inches(1 SOmm), measured over the top of the assembly at the butt end. A minus tolerance of 1/8 inch(3mm)is allowed. Butt misalignment of assemblies in excess of 1/8 inch(3mm)is not permitted. On the outer edge of the units,top corners shall not be more than 90-degree angle. The narrow component shall have a minimum width of 3 5/16(85mm)inches at the butt end. 13 Copyriaht 1497—2001 Cedar SW*&Shia&Burcau.ml Rights Rtscrved. AUG 13 2803 15:22 FR WEYERHAEUSER 904 763 3854 TO 2473920 P-15/15 CSS9-8T SECTION 15-410—PACKING individual shingle and ridge units are made up of one wide and one narrow component. Sixteen- inch(405nun)shingles shall be packed 40 units per bundle; 18-inch(455mm)shingles shall be packed 36 units per bundle,with an equal number of right-hand and left-hand units(for alternating laps). Units shall be manufactured to a 4 units vertical to 12 units horizontal(33.3%)pitch or steeper. Chits shall be joined with riot less than two fasteners applied between 1/2 inch and 5 1/2 inches(13mm and 140mm)from the butt. Either staples or nails are acceptable. Fasteners shall be corrosion resistant,spaced approximately 3 inches(75mm)apart. SECTION 15.411—INSPECTION Each off-grade unit shall count for 2 1/2 percent of the grade;more than four off-grade units per bundle shall preclude a passing grade. 14 Copyri6ht 1997—2001 Cedar Shake do Shingle Bottom All Rights Revened. ** TOTAL PAGE.15 ** weft- CITY OF ATLANTIC BEACH No. 2854 FLORIDA 9-30-86 19 PELKEY BUILDIIRS NAME ADDRESS CITY WATER IMPACT FEE #40-343-3700 630.00 SEWER IMPACT FEE #41-343-5200 22 9440--41 22?0bjV0KTU 23:14 (A 10/01/86 Lot 45 ( 2154 00CAM 1883-1885 BEACH AVEHIIE 23:14 1 A 10/01/86 10001 li �r i CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT_INFORMATION _ __ LOCATION INFORMATION Permit Number: 23967 - Address. - 1885 BEACH AVENUE Permit Type: MECHANICAL I ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION { Township: 0 Range: 0 Book: Proposed Use: Lot(s): 45 Block: Section: 0 Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number Improv. Cost: _ OWNER INFORMATION O Date Issued: 4129/2002 Narne: D. WAPPES i - - - Total Fees: 41.00 i Address: 1885 BEACH AVENUE Amount Paid: 41.00 ATLANTIC BEACH, FLORIDA 32233 Phone: (904)246-2325 Qate Paid _ 4/29/2002 1 — _ --_— _ - -- Work Desc. CHANGE OUT HEAT PUIIAP AND AIR HANDLER — _ CONTRACTAIOR(S�— APPLICATION FEES_.._ A-AFFORDABLE R CONDITIONING *R+ 41.00 - -! �L Y 23 y Ogg MINI,e it FF a1e le- W" 1 ge _ .—_.._—__.._—... ��— _'_ k {u" i 1..�1 .,'a7i�.C1.A' '•.. ., c k���` ;+.E;¢,t ..a+e� •F7 -.k..'..".."-'��k TION NOTIC i C SPACE, AND BUILDING MATERI MUST BE CLEARED` r # t� —=-- ~'„- r .11 j „FAILURE TO COMNST � ' #Em-LAW Com .. THE PROPERTY OWNER ISSUED ACCORDING TO APP [ F SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABL i y” Opo: CBIr m TJX: OC Druff: 1 Data: 4/31/42 41 Reeeipt aW 54089 14 pEli1ITS-BOILDIN6 1 $41.0 ATLANTIC BEACKbUILDING D T. 01141/14221/11 - CK ClIlm 4986 141.0 True date: 4/31/02 Tine: 13:26:16 P. BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH AT1ANTrc a"O"./LORI*^aatan APPLICATION FOR MECHANICAL PERMIT CALL.iN NUMBER IMPORTANT—/Applicant to complete all items in sections 1.11, 111, and IV. '• S e C 40C�/►TION slr..l Matas: C OF Iammmill" 51.061 Rel.... /$ - S 7- WILDING WILDING �� �u� . sIg 11. IDENTIFICATION—To be completed by all applicants, IA a"al"..16a .f p..Adl yl...ow JnI•t la..w1 ea dnariMd I.OA*a`om tool~w I•w9W oqm.N pmA—rN.w\1..Qcvr&.s. w" *0 .1N.Aed pleas.ad .e.vflwli..."i.A.n• prr A..e.l..d i.acem.da.d•IIM af.Gly of J.&6. 116..d<n..c.r 114 aq.doda of 4ew. •Nle.R.l.d lA...i.. Na.ao of l"tl..l _ fFOI`(,T t+Ble /�,R `olflor ' Gawedw Rfal MaaNr ff♦aaf.re.!O.nrer SIT..M..l X-9 of hpever one. er Aa1MwMnd Acid Aw11l..f w Fret«.. tll. ODM aavVwrwr.110N 1!OTNEA CONSTIMICTT011 Btllle onnit On mm B.owi� Ville BUILDING OR 31TR T_ /V O lee.--0, LF 0 Natond 0 Cw11ld uAft l,r nn.eTv[Iaewe"or COl1?rwicim 11 0 cm FrAmlT Q odur-somm* IV. iOuMWNT to Y"ttTiluAO NATu�RE,4rwoRK ,�a / s.'I.l.Cal ad awpwwaM ae tMe►el fu ) �a'n/arld.ntw o, O Commercial 1 y.�.' 0 spa 0 Paaawed C"Iai 0 Mw► ❑ reef awle" [J �wr�Md lla.l.tll 13 Rory gAgu 10"l01ny . ❑ Oaf!*04-4 MNertl� d Aapleawewat of.aa tk g liyd. M.A amna NoM WAIMINlofl INo VmWm pmiouWy ledatloo to ❑ amommem or tlod4a to 60e1M4 amom O Cddly lows"Cop.dry 0 lttfl.r—Specify 0 PIw.p.lell.wa N...►...f�-'�- 13 [+..afar 0 Medh 0 Emnk w (awl bwl TNif RVAC!btt Ofe1Ge Wi ONIr 0.sonkiw twompL—Ift—b.r) 1111e.l.0d) 0.•T-146—( R.aaarM . 0 MPomail o IIMm`ar) 0 Va/Wd Melees w,w.a 0 ttraMm Follett,Append ry t#a�— Q Odor-> P Pena"�- uff A"EquvM>il T AM C0fCWn0f*4G ANO REPIRICA NATION EQU2430 rT . Member V1111110 Dna mm XM"N ftbw xamiltaaMner jr A= I - WA'PM•PWWAM SORAR.4r Peeve.ass. der A})ae�Rl� >INLMar VaM1a D+oe►7p{IM 104m 1111etIMr tlt,relMaauw (RfLtt" AdNee \ /Ve A-,,A 7ZEQq2-C1'V.Jce'2 /. TANK'! Blow Rrey �Dl�.eaw�ieo iktitr� Wave Of seffiffil Anmvift � ' ;✓ } UTILITY SERVICE AGREEMENT INFORMATION SHEET Date Executed __G i11 ��=------------------------------------ Developer/Users _--- ------------------------------------------------ ------------------------------------------------ ------------------------------------------------ Development Name ------------------------------------------------ ------------------------------------------------ ------------------------------------------------ ------------------------------------------------ Type Development ------------------------------------------------ ------------------------------------------------ ------------------------------------------------ Location of Development --------------- ------------------------------------------------ ------------------------------------------------------------------------- -- FEES AGREEMENT AMOUNT PAID DATE PAID RECEIPT Inspection Water Impact $ (v .3c) .0 c_> Sewer Impact S f. U 7C ,U / / / �� # S Water Meters / �7G? . �� /C:' / / / F6- Miscellaneous a TOTAL --------------- - � U=G� - ���/ # ----------------------------------------------------------------------------. Notes: Hydrolic Share: Not Applicable...../ Payment Due-----/ Refund Owed____ PSfi-98447232 DEPARTMENT OF 801 NO { CITY OF ATLANTIC BEACH PERMIT lY T'2ON - �,.�.... W..» ` 0CATION INFORMATION - - rmi �#umb6r,.` 7232 ddres 1 IS-g5 BEACH AVENUE 1'E? fi Type: . MRGNAN t SAL XT ANTIC B`EACM, FLORIDA 3 2 2 3 3 C1,asa of - orks ,ALT RATItN Cona`t Types FLOW FRAME ��� , $1� � : Section: -- r bed Use; SING FAMILY' Tho iEhip: RNC: 0 �. e rgs; 1 Co e, 0 ubdly �i0In: l Es.timated, "Value: ' + I ar'Ary. , Cast ; to 0 I?a t 2610 rk De .Y NR . "D IRA }LF i A#ptxAZAT"I QN FEES ------ Cil " », �; .�,. N ` t?ame: �° ;��`�i�� � S37 0 Tit Pari } - CSD RAS00 , to AT .� t3.f0 1 dre 3 A DTIC LVO? ► 2 +T Com ."00 7 �" { t j NtJTICE— 1LL C 3+ICI ETE`,f01M,9_AMD"F��D"C'Ih�t�i$;iV�I { PERMIT 11 I, 511 ,MONT"S AFT"=bF �a$kfiB $. j PUILDING MATERIAL RUBBISH AND DEBRIS FROM.THIS WORK MUST NOT EE.P'LAGED IN:PUBLIC SPACE,AND MUST BE ' -LEAKED UP AND HAULED AWAY'BY EITHER CONTRACTOR OR OWNE1t `FAILURE TO COMPLY WITH THE MECHANlCE►' �.#EM � CAN RESUL.T N . `'THS PROPERTY OWNER PAYING TWICE POR BUILDING IMPROVEMENTS." f6SUEE?ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND S#VC TO. FOR j -VIOLATION OP APPLICABLE PROYkS{ONB;OF,LAVH. � m� � IPT M mi 143533 ,ATLANTI EACH BUILDING DEPARTMENT t Y BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 82289 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. 1. LOCATION Street Address: fEa. OF Intersecting Streets: Between And BUILDING Sub-division II. IDENTIFICATION — To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical n Contractors Cont►aetor (Print) lV Master CA C Name of !�� Property Owner Signature of Owner Signature of or Authorized Age Archi fact or Engineer SWEP4 INFORMA A, ype of hatin ei: 6. IS OTHER CONSTRUCTION BEING OON£ N C Electric THIS BUILDING OR SITE7 4, 10 ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION C3 Oil PERMIT ❑ Other — Specify IV. MICMANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on beck of this form) Residential or ❑ Commercial Hest ❑ Space ❑ Ronassad Central O Floor ❑ New Building Air Conditioning: ❑ Roomnfrel Existing Building � ct System: Metarie ickne� Replacement of existing system `i'� ' Maximum capacity c.f.m. ❑ New installation(No system previously installed) ❑ Refrigeration ❑ Extension or add-on to existing system ❑ ❑ Cooling tower: capacity g.p.m. Other— Specify ❑ Fire sprinklers: Number of heads ❑ Elevator ❑ Menliff ❑ Escalator (number) THIS SPACE POR OFFICE USE ONLY ❑,Gasoline pumps (number) (Received) Q, Tanks (number) Remarks ❑ LPG contaim (number) ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Dote Q Other —Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer tY A 3 7 062 ,• . 'OEPARTSIENT OF 8t lLD1A1G1 CITY OF ATLANTIC S;EACH tx NFORIIN IS ```..., LC?CAT I CIN 1N PORMA'I`I C?N --------- it Nwlrtb®Ir: t7 Addr@i1885 BEACH AVENUE I'erm .t Tyea: BEiILDIi�� iTt ' IG B$PAI3 1�"Lt}RIL1A 3223 C ate o i �m o ask: ADD I T I OAF . �_ . � LRQAL DESCRIPTI41� --``--_— Cont r . Type: WOO FRA ' Lot: 45 R1 trak: 2 Section t? - opo�ed tTTILITY Tow1<3shi RNt p D»* 1ir� s: 1 Code C Subdivision: P CITY OF ATLANTIC BENCH BUILDING PERMIT CALCULATION SHEET Address Al (14uAwy 40PIT/eJ Date T S Heated Square Footage 0 @ $ 2� per sq ft = $ �� S Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ er sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ `o S O•a a �(o-ala• ® ° l�,o<.. $ Total Valuation 1st $ /&'S0'0U ` � �`� $ i /d csz� Remaining Value $5. per thousand — or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ �- . ( a) Fireplaces @ $15.00 $ –� 4 BUILDING PERMIT FEE $ J BUILDING PERMIT $ 37 5 WATER CONNECTION $_ _ SEWER CONNECTION $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ { } RADON (HRS) .0095 $ ( ) RADON (CAB) .0005 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ OTHER $ GRAND TOTAL DUE $ 0 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: J U L 71993 CTTY OF ATLANTIC BEACH Building and Zoning PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) Address :- hike— Phone : Lot #yi�KPBlock or Unit # Subdivision :AA�l Contractor : Addr 2 ess : --.—Phone lido Describe work to be done:. ) �& Ilp Present use of building: Valuation of Proposed Construction: Proposed use: .................... Is this an addition?--�— If yes , what are the dimensions of the added space: ^- _f t . x jj.' t . wi 11 the added a r,-,.i be heated and cooled*'?—&—V New electrical. (or increase) New plumbingfixt-'ur &es? New fireplace?_ New H4-­at1Z\C'?,1U0 mog,( eX IS11A) SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN , SURVEY . ENERGY CODE FORMS , NOTICE 9COMMENCEMEN`I' , AND OWNEP/C'ONTRJ;f-T'-P AFFIDAVIT, IF OWNER IS CO 7ZC 7 R. Signature OWNER:-.,. Date : 7- Signature CONTRACTOR: Date :--1,----.-----,1-- 900 ZONING OMCE ,r 1d p ri � .4 Q>m v m t I V'