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Pemits 51 Dudley St i DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH,FLORIDA PERMIT No.-9214 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date OCt. 22, 19 87 50*1,10 T1 SUPP/9 Valuation$ Fee$ nn 9P 14 *00CAIr 641?3 i A, 0/pa/9 i This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that MR HENRY JAMES DUDDLEY STREET has permission to bu+ta` nom, j jS1j TOO SINGLE FAMILY HONES (frametstructures) Classification Residential Zone RC,? Owned by Hgmz* James LotPt Of GVt #3, Sesc.17, Thshp 2&c4c Range 29 F t House No. 49 Dudley Street and SO Church Road According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE /-----� O Building material,rubbish and debris I from this work must not be placed in public space, and must be cleared Z up aud hauled away by either con- r or owner. III ilding 0frdal. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER 'Amok CITY OF ATLANTIC BEACH APPLICATION TO MAKE ADDITIONS OR ALTERATIONS '�rr� .yam Owner d. �-R �-� Address Phone o?T JJ'sl:� Architect Address Phone Contractor Address Phone Contractors License/Certification Numbers Expiration Date Property Address _ Zoning Lot # Blcok or Unit # Subdivision Valuation of Construction $ Type of Construction Describe Work to be Performed �, ,;" Materials to be Used . , Present Use of Building Proposed Use of Building Flood Zone Dimensions of New Area: HEATED GARAGE OR STORAGE CARPORT OR PORCH DECK PATIO YES NO NUMBER Will there be an increase in number .of units? Will there be a decrease in number of units? Any additional plumbing fixtures? Any new fireplaces? SUEMIT M COMPLETE SETS OF PLANS INCLUDING SITE PLAN Signature OWNER - -- Date 141- _Z5 Signature CONTMcm Date CITY OF SIC BEACH APPLICATION TO MAKE ADDITIONS OR ALTERATIONS Owner Address Phone lam'.'_ Architect Address Phone Contractor Address Phone Contractors License/Certification Numbers � Expiration Date * � . Property Address Zoning Lot # B1cok or Unit # Subdivision Valuation of Construction $ Type of Construction Describe Work to be Performed Materials to be Used Present Use of Building Proposed Use of Building Flood Zone Dimensions of New Area: HEATED GARAGE OR STORAGE CARPORT OR PORCH ICK PATIO YES NO NUMBER Will there be an increase in number ,of units? Will there be a decrease in number of units? Any additional plunbing fixtures? Any new fireplaces? SUBMIT TWO COMPLETE SETS OF PLANS; NCLUDING SITE PLAN f Signature OWNER S -- Date 04,o 0q— ! Signature CONTRACTOR Date =voL3415 Fc 854 THE FINANCIAL NEWS CORP.-120 STATUTORY WARRANTY DEED OFFICIA RECMOMS. barria -y--- .__Beed THIS INDENTURE, Made this ?'/ -?-r day of August A.D. 1972 BETWEEN Henry James as Administrator C. T. A. of the Estate of Jesse Wilson, deceased. of the County of Duval , State of Florida , party of the first part, and Henry James , whose addressiis 49 Dudley Street, Atlantic Beach, Florida, as Administrator C . T,, A. of the Estate of Jesse Wilson, deceased . of the County of Duval , State of Florida ' party of the second part, WITNESSETH: That the said party of the first part, for and in consideration of the sum of -----------------------------Ten---------------------- Dollars, to him in hand paid by the said party of the second part, the receipt whereof is hereby acknow- ledged, has granted, bargained and sold to the said party of the second part, his heirs and assigns forever, the following described land, situate, lying and being in the County of Duval , State of Florida, to wit: 1 , A part of Government Lot 3, Section 17, Township 2 South, >-x Range 29 East and fully described as follows: rll¢ to ¢F-- • L� CM Commencing at the intersection of the East line of George Street and ZED o the North line of Dudley Street, as shown on a plat known as Donner's CD I r r Replat recorded in Plat Book 19, page 16 of the current public records of Duval County, Florida and thence running East on the North line of said Q Dudley Street, a distance of 575.4 feet for the point of beginning of the land hereby conveyed; or O -j " From said point of beginning thence running North 210 feet to Church Road; U U thence East 50 feet; thence South 210 feet to the North line of Dudley .;. Street; thence running on and along the North line of said Dudley Street, West for a distance of 50 feet, to the point of beginning; and being shown on the said Plat as Lot 4, Block 1 thereof. 0z S 3 0 atflnoo And the said party of the first part do hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the said party of the first part has hereunto set his hand and seal the day and year first above written. SIGNED AND SEALED IN OUR PRESENCE: 1 L"� ZS_ ---------- - ----�-- --- - - -------- --------- -- -- - --/ministrator Henry ja as C. T. A. of the --- ------ E-state-of-.J- sse-'-\6Li1s.on-r-d.ecsas_ed4SEAL) -- --- --- -------------------- To I ---------------------' (SEAL) ! AE IDAI STAMP__7Ax I -T t-. DOCUMENTE�R1/�•= — >j DEPT.OF REVENUE// \ II .v 1 ----------------------------- �^ �j (� --------------------- (SEAL) o ca = — ,. !� O 0. 3 0 I 00 - P.B. — OCT 17'72 ` STATE OF FLORIDA . , = 1 029 /4 COUNTY OF ----DUVAL,---------------------- Thls In-0rurnent Was Prepared 13y0 JOHN H. P. HELMS, Atfornay 1127 N. 3r4. St., .IecLcr•,vill.. S�•+,r_Il, Fla. � t CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD �r ATLANTIC BEACH,FL 32233 .� INSPECTION PHONE LINE 247-5826 F Application Number . . . . . 08-00001291 Date 9/18/08 Property Address . . . . . . 51 DUDLEY ST Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 4700 ---------------------------------------------------------------------------- Application desc reroof fl 183 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WILSON, HENRY JAMES MARTIN HOME EXTERIORS 51 DUDLEY STREET 5749 HAVEN ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 737-5009 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 53 . 50 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 4700 Expiration Date . . 3/17/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 53 . 50 53 . 50 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 53 . 50 53 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION r CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach FL 32233 Office: (904)247-5826 • Fax: (904)247-5845 Job Address: 51 DUDLEY ST Permit Number: Legal Description 17-2S-29E PT LOT 3 RECD O/R BK 3415-854 u Valuation of Work(Replacement Cost) $ -1 700 , OL) ■ Class of Work(Circle one): New Addition Alteration Repair Move ■ Use of existing/proposed structure(s) Circle one): Commercial Residential ■ If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N/A ■ Is approval of homeowner's association or other private entity required? (Circle one): Yes No tfn detail the type of work to be performed: Reroof. L 1 g Property Owner Information Name: Henry James Address: 51 Dudley St. City Atlantic Beach State FL Zip 32233 Phone 241-1367 Contractor Information: Name of Company: Martin Home Exteriors Qualifying Agent: Kenneth Martin Address:5749 Haven Road City Jacksonville State FL Zip 32216 Office Phone 7375009 Job Site/Contact Number 7375009 State Certification/Registration# ccc1328235 Office Fax #7375029 Architect Name &Phone# Engineer's Name & Phone# 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 erformed 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 and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. f hereby certify that I have read and examined this application and know the same to be true and correct. All provisions oy laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting o�f a permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local law regulating construction or the perfofmance o onstruction. Signature of Property Owner: Signature of Contractor: ti Sworn to and subscribed before me SW o to and subs Yibed before e this It Day of Si�* 016 this ay of MAGGIE MARTIN State of Florift Notary Public: ry }' rr Commission#pp 484222 1-:Mkodnmission Expires Feb 14,2010 • "' ' 80ixbd By National Notary Assn.. '^ Commission#DO 518533 REVISED 03. '''„;'P Bonded By National Notary Assn. 10/14/2008 14:12 9047375029 MARTIN HOME PAGE 01/01 NO'T'ICE OF COMMENCEMENT (PREPARE IN DUPLICATE) { Permit No. 0�- vi I Tax Folio No. Blattur rlorad' I uountyor ""e' 1 1 To whom It may concwrn: Tee unMrsigned wow Int�m�you that Improwfiants will be made to certain real property,and acaordanq w"3ocNon 713 of lne FtoNda tuataras,the following lIftmation is stabd In this NOTICEtI�F COMMENCEMENT Legal description of property beinii imprrnred: PT LOT 3 RECD 0/R BK 3415-854 1: Address of property being Improved: 51 DUDLEY ST Atlantic Beach FL 32333 � L General destxiption of improvertaedt9: siding or rryof ina l` Owner Henry James 1 51 DUDLEY ST Adder Atlantic Beach FL 32233 t� Owner's Interest in site of the improvement I Fee Simple Till"cler(If other thah Saner) Name s �i Address �+ CanbVeAor Mex'tin Home EXtLe:a:iui� Vl Adoms - T2 Rfljbil .Tjftnk rills Wr. "4271& ' Phone No, 904_-737-5d09 Fax No. 904-737-5029 Su"0 am) Address Amount of bond$ Phone No. Fax No. Name and address of any person rhaking a loan for the construction of the improvements. r Name ' Address Phone No. I Fax No. I ' Name of person within the State oWlorlda,other than himself,designated by Owner upon whom notion or other documents may be served: Name I Addrr<oa i Phone No. i Fax No. �I In addMon to himself,owner deslgriates ft fbilowing person to receive a copy of the Lienors Notice as provfdj ih Section 713,06(2)(b),Fk> s swi lies.(Fill in at Owner's option). . NArt� Address i ! Phone No. Fax No. I ' Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unlesi i a different date N Specified): �mfjj� -sit"C1 THIS SPACE F RDIWO U ONLY S . i DATE R? b cqeeru.,. r, i Doc S 2008239320,OR SK 14542 Page 415, I FIeA n. A.�a herein try i hi a1N end dedetallone I1lMlN Ret pp09"p 13r1AW1 at 1 o:23 AM. ( are Sue Wo arswrne JIM FULLER CLERK CIRCUIT COURT DUVAL do COUNTYMm"%*ARnN Pubk-Bob of Flolhta RECORUING$10.00 ' NoEnyPuWc — — — L — MY ONMYrOSCII �1 CITY OF ATLANTIC BEACH, FLORIDA CDBG UTILITY TAP-IN AGREEMENT PROPERTY DESCRIPTION: OWNER: Henry James Atlantic Beach, Florida 32233 RE#: 172092 0000 LEGAL DESCRIPTION: 17-2S-29E Donners PT Lot 3 Recd O/R Bk 3415- 854 Willie L O/R Bk 6564-2290 This document shall serve as a Community Development Block Grant septic tank abandonment and sewer connection agreement between you and the City of Atlantic Beach, Florida for the above listed property. This agreement acknowledges your understanding that the costs of the connection of your home to the City sewer system are: CHARGES: Sewer Impact Fee $1,250.00 Contractor 1.178.00 TOTAL $2,428.00 TERMS: All costs related to the septic tank abandonment and sewer connection will be paid through CDBG funds by the City of Atlantic Beach, Florida. The undersigned property owner understands and agrees that they will be responsible for any monthly sewer service charges provided by the City. Your signature acknowledges your agreement to accept the funding of the above connection under the Community Development Block Grant program. PROPERTY OWNER: By: Date: : " s l Henry James City of Atlantic Beach: By. Date: Don Ford, CDBG Administrator By: Date: GI_slni Jim Ha son, City Manager - } CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT —PERMIT 11�11�f�R�t��O ` -- Permit Number: 22398 Address: 51 DUDLEY STREET 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: Est. Value: Parcel Number: Improv. Cost: Name: HENRY JAMES Date Issued: 712512001 25 00 Address: 51 DUDLEY STREET Total Fees: ATLANTIC BEACH, FL 32233 Amount Paid: 25.00 Date Paid: 7/25/2001 Phone: 904 241-1367 Work Desc: SEWER REVERSAL _ _ i41PL.ICA"1'O F —- ,- fi. RER, IT 25.00 j DAVID GRAY PLUMBING, INC. y. Y 1P „ t &rvh�S �,••' .b ?j s j . ,. ww 74 k i 4 0. a t. NOTICE- 1NSPECTiO f BE RI €M. TED-AT.:LEAST 24 HOU12SIOR TO iWSPECTION -- , BUILDING MATERIA[;RUBBISH` .� D DEBRIS FROM THIS WORK MUST <OT BE'P ED IN PUBLIC SPACE, AND MUST B1*CLEARED>. AND HAULEb?AWAY BY EITH ONTRR C R OR OWNER "FAILURE TO COMPLY ' NS � f" ULT IN THE PROPERTY OWNER PA- TWIC FFO L 1. P O E ISSUED ACCORDING TO APPROVED PL1�S:.11I�1 ARS C PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS O " I $MN 14 ATLANTIC , EACH BUILDING DEPT. ht�ees� 7/25/91 91 Receipt: 997617 --�---- 99199993221999 """" s AF CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: J �L OWNER OF PROPERTY: TELEPHONE NO. I'f �7 PLUMBING CONTRACTOR DAVID GRAY PLUMBING. INC . CONTRACTOR' S ADDRESS: 8850 CORPORATE SQUARE CT. JACKSONVILLE, FL. 32216 STATE LICENSE NUMBER: CFC 022586/436 TELEPHONE: 724-7211 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED. SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE ACL OTHER Sew=►Q TOTAL FIXTURES: x $3.50 + $15.00 MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: lleme c ' David Gray ----------------------------------------------------------------- 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 Y� wrtiftratr of Orrupaury CITY OF t & kwk•Rai& 1hpartwitt of ButlMitp Ataprrtton This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. 3 Use CIMI&stion Bldg.Permit No Group Type Construction Fire District.. —A Owner of Building Address Building Address ¢, Loc atity �., $uildittg Official Date: /WT IN A CONSFICUOU6 MACK ADDRESS- --------------- CONTRACTOR OWNER______________ BUILDINGf_ MECHANICAL__------ PLUMBING_-_--__ ELECTRICALTEMP POLE_________ MISC___________ ELECTRICIAN________________ DATE FAILED DATE PASSED TEMP POLE SEA__________ FOOTING ----------- ----------- ROUGH PLUMBING ----------- ----------- SLAB FRAMING L()J I Q--- MECHANICAL/FIREPLACE ___ko IID-- __lb L I-1___ TOP OUT PLUMBING ROUGH ELECTRIC p FINAL ELECTRIC " 0 v FINAL BUILDING ELEVATION SUBMITTED CERTIFICATE OF 'OCCUPANCY DATE ORDERED DATE ISSUED SN tAGfrBS PEpI SPEC t5A FEL..T PLY WOOD DLr.KIP1<. ?ITCV► APPKoVEV TRV•SS6S G� 24 ©.C. cl.1 PS CC E+►•. rRasS E.bEV.) P.T. %l Z F►L►.ER ` 11.1. FASC•I� IK 15%16 PT ION �B" LiT. t'�olW 0. SOFFIT 2-'Lxy 1?LATL O'H W& CsE� 2xV •'SZ�4S ELEV») •�i IV 0•C.. � Slp►MG PER SPtc 1N S►�`AT►ON �lZ; SH�,T H►NC• PSR SPS APPROVED CITY OF ATLANTIC BFMI BUILDING OFr--irE TrIN•F4► 'TO 6Pi.0 . tl..�ST� C� E FDN•A►.i►N) '��I• 2 al B W/ hM A.g. � ���GJC�C• e9"k b" CoNC. 8�K. FON, WAA.6 • _ � FIN. C-1lA'DE (VAfI►Es) -•_ _ 111 '(„ONT. Cg"C. FT& 2J r IT JaA o � — J Lo uV , I `I r _ i i 1 j i J I 37' W-2 �d r !A—<1 Jj q + I Y� .zyY LF if N Z . c JOB:, 1$814 PENNYWORTH THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR 'fOP CHORD 4X2 SO. PINE #2 19X NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. [=7 qOT CHORD 4X2 SO. PINE #2 19% IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS C WEBS 4X2 SO. PINE *3 19% MUST BE MARKED BY TRUSS FABRICATOR. U) REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. ** LOCATE VERTICALS FLUSH WITH THE EDGES OF THE INTERIOR N Cx] BEARING AS SHOWN TO ALLOW AN OPEN GAP . TOP CHORD OVER Ul SHIM ALL SUPPORTS TO SOLID BEARING. THE INTERIOR BEARING MUST BE CUT AFTER TRUSS ERECTION, m V IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR W FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO TO INSURE PROPER ERECTION. p VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM � TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S * ODD WEB. TRUSS LAYOUT. 8-1-10 h 22-0-8 TO CENTER OF 22.5- MRX. OPEN CHRSE W=3X4 30.0"' TYP. 1X3 4X4 3X3 1X3 3X4 3X3 3X3 3X3 3X3 33 3X4 3X3 3X3 3X3 3X4 4X4 3X5 1X3 3X3 3X4 4X5 3X4 IX3 3X3 3X4 2x4 — 1.5x3 2X4 W- 3.51" 3X3 1X3 W- 3.51- 3X3 1X3 1.5 (R�X8591# 41- 3.51R=620# W-3X4 R=1532# 16-5-0 27-11-0 SUPPORTS TYPE--ALPINE SEON--153087 FURNISH R COPY OF THISDESGNORECTION CONTRACTOR REV 13.1.5 SCALE - D.25DO ILPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE [EGN CRIT TP - REF -- O **IMPORTANT** SHRLL NOT BE RESPONSIBLE FOR ANY' w RRN I N G IN HANDLING, ERECTION AND O O o O DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM BRACING.SEE -BWT-76-,(BRACING MOOD TRUSSES, = 6`ON D. Off'•, 40.O PSF DATE JO/ D 7 S 7 O [� o O THIS DESIGN DR RNY FAILURE TO BUILD THE TRUSS 1N CONFORMANCE COMMENTARY FIND RECDMMENDRTIONS--TPI). SEE N •''�'FI �•,' O O o o WITH THE 'QUALITY CONTROL MANUAL" BY Tp1. REPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- :4;: S .�f•:-A 1O.D PSF DRUG HCUSR235 87280001PRE MANUFRCTUREO FROM 2D GAUGE GALVANIZED STEEL UNLESS NENT BRACING REQUIREMENTS. UNLESS OTHERWISE :4 1INp OTHERWISE SHOWN, MEETING REQUIREMENTS OF ASTM R446 GRADE R. SHOWN, TOP CHORD SHALL BE LRTERFLLY BRACED4 ' S.O PSF HC-ENG +i� APPLY CONNECTORS TO BOTH FACES RT EACH JOINT RAD LOCATE RS WITH PROPERLY RTTRCHED PLYWOOD SHEATHING, D. 55.D PSF 0/R LEN. Z7-11 -D O [� SHOWN. SEBRING WIDTHS ARE 4'NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING , pRI �TRUSS DESIGN STANDARDS COWDRM WITH APPLICABLE PROVISIONS OF RS SPECIFIED ON DESIGN. DO NOT USE THIS fC ''•••to•'' \a ; RC. 1 .D D DEPTH 14.DNDS AND •TPI IAM:T). DESIGN WITH FIRE RETARDANT TREATED LUMBER. SffR EN�'•'� NG 24.0" TYPE SY2-- O t--TPI - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ••'�""""'", JOB: 10816 PENNYWORTH THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR TPP CHORD 4X2 SO. PINE *2 19% NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. C=7 BOT CRORD 4X2 SO. PINE *2 19X IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS C WEBS 4X2 SO. PINE *3 19%, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. cn :W1-(2)4X2 SO. PINE *3 19X BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR W TO INSURE PROPER ERECTION. UI REFER TO DRAWING A159 FOR TYPICAL PLATE LOCATIONS. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS � + NO CONCENTRATED LOAD IS TO BE SUPPORTED BY CANTILEVER. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO N VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM co * ODD WEB. TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S CDD TRUSS LAYOUT. CD 7-2-B — al TO CENTER OF 22.5" MRX. 1 OPEN CHASE 30.0•• TYP. 1X3 1X3 3X4 3X3 3X3 3X3 3X3 3X7 2X4 T 1-2-0 1-2-0 Fl 3X5 IX3 IX3 3X3 3XI — � 2X4 2x4 + 3X3 R-7DB9 Y- 3.51- 3X3 1 5.. R-706# W- 3.51- 1 12-11-8 PLATE TYPE--ALPINE SEON--153088 FURNISH R COPY OF THIS DES GN TOTERECTION CONTRRCTOR REV 13.1.5 SCALE - 0.50010 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE DESIGN CRIT -P REF -- O i O o Q Q **IMPORTANT** SHALL NDT BE RESPONSIBLE FDR ANY ••"RTS W RRN I N G IN HANDLING, ERECTION FND > C�ATRUSS 2067 DEVIATION FROM THESE SPECIFICATIONS OR Po1Y DEVIRTION FROM BRPCING.SEE "BWT-75",(BRACING WOOD TRUSSES ,,`��1TON ,, TC LL 4O.O P5F DATE 10/07/ 7 THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECOMMENDAT[DNS-•TPI). SEE J 4,,:'c>.1IF/PITH TFE 'OURLITY CONTROL MANUAL" BY iP1. ALPINE CONNECTORS THIS DESIGN FOR FGDITIGNI�)L SPECTRL PERMR- TC DL 1O.O PSF DRUG HCUSR235 67280002 C ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRRCING REQUIREMENTS. UNLESS OTHERWISE • T b .,y 0.: 794 ; . 8C DL 5.O PSF HC-ENG o OTHERWISE SHOWN, MEETING REWIREMENTS OF ASTM R446 GRACE R. SHOWN, TOP CHORD SHALL BE LATERALLY BRACED �(• APPLY CONNECTORS TO BDTH FACES AT EACH JOINT AND LOCATE RS WITH PROPERLY RTTPCHED PLYWOOD SHEATHING, -;A ..� •`^�"'�'�-� TOT.LD. 55.0 PSF 0/R LEN. 12-11 -8 SHOWN. BEARING WIDTHS ARE 4"NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRRCING fC�' OR(O!.'�,DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF RS SPECIFIED ON DESIGN. DO NOT USE THIS •'.`r! �HOUR.FRC. 1 .D D DEPTH 14.0��� .NOS AND •TPI (PCT). DESIGN WITH FIRE RETARDANT TREATED LUMBER. ''FRED•EN►�' O O O 0 O D :--TPI - TRUSS PLATE INSTITUTE, NDS - NrRTIDNAL DESIGN SPECIFICPTION FOR WOOD CONSTRUCTION .��, SPRCING 24.0" TYPE SY42-- JOB: 10817 PENNYWORTH THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR TOP CHORD 4X2 SO. PINE #F2 19X NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. � BOT CHORD 4X2 SO. PINE *2 19% IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS C WEBS 4X2 SO. PINE #F3 19%. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. U) :W1-(2)4X2 SO. PINE #A3 19% BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR W TO INSURE PROPER ERECTION. r-n REFER TO DRAWING A159 FOR TYPICAL PLATE LOCATIONS. pp IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS "14 + NO CONCENTRATED LOAD IS TO BE SUPPORTED BY CANTILEVER. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO N VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM co * ODD WEB. TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S CD TRUSS LAYOUT. 0 im 8-2-B -' TO CENTER OF � 22.5" MAX. � OPEN CHASE 1X3 1X3 3X4 3X3 3X3 3X3 3X3 3X8 3X5 1-2-0 1-2-0 L_j Lwt 3X4 1X3 3X3 3X5 3X3 1X3 2X4 2X4 R-593# Y- 3.51- 3X3 1X3R-929# 11- 3.51- + _ — 1.5" 2-4-4 13-11-8 PLATE TYPE--ALPINE SEQN--153089 FURNISH R CDPY OF THIS DESIGN TO TERECTION CONTRACTOR REY 13.1.5 SCALE - D.50D0 p O O p p dALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT TPI-PCT REF 175--2068 •**I MPORT RN T*a SHALL NOT BE RESPONSIBLE FOR ANY w RRN I N G IN HANDLING, ERECTION AND 40. f 0 o p o DEVIATION FROM THESE SPECIFICATIONS DR ANY DEYIATIDN FROM BRACING.SEE 'BVT-75-,IBRKING MOOD TRUSSES `ON �• Q TC LL 4 0,O PSF DATE 10107187 THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECDMMENORTIONS-*TPI). SEE ,'��G.•"t i...' '0,,'1 p p p O WITH THE 'OURLITY CONTROL MANUAL- BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- � 11' C•�i,'h't TC DL 10.0 PSF DRUG HCUSR235 87280003 O C= p p ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REQUIREMENTS. UNLESS OTHERWISE PIN OTHERWISE SHOWN, MEETING REDUIREMENTS OF RSTM R44G GRADE R. SHOWN, TOP CHORD SHALL BE LATERALLY BRACED 0.g3 � BC DLS.O PSF HC-ENGAPPLY CONNECTORS TO BOTH FACES RT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, ' ' TOT.LD. 55.0 PSF 0/R LEN. 13TRUSS d SHOWN. BEARING WIDTHS ARE 4' NOMINFL UNLESS OTHERVISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACINGF Of '�R. DES*NDSPM TANDARDSTPI k; WITH APPLICABLE PROP IS IONS DF DESI GNEYITH�IRENRETRRDRNT TREATED LUMBER NOT USE IS x."01.ER..cs�� ,. OUR.FRC. 1 .00 DEPTH y111r] .0" TRUSS PLATE INSTITUTE NOS - NATIONAL DESIGN SPEC IF[CATION FOR WOOD CONSTRUCTION '�����.���"�" SPACING 24.0" TYPE S 1 `YG-- J0B:, 10818 PENNYWORTH THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR SOP CHORD 4X2 SO. PINE *'2 19% NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. _ SOT CHORD 4X2 SO. PINE *2 19% IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS C WEBS 4X2 SO. PINE *'3 19% MUST BE MARKED BY TRUSS FABRICATOR . � REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS N W FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO ul VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM cc TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S V TRUSS LAYOUT. N m 0 CD CD 8-3-6 -' TO CENTER OF 9,7" MAX. OPEN CHRSE f�—"1 30.0" TYP. 1X3 1X3 4X4 3X4 3X3 3X3 3X3 3X3 3X4 4X4 1-2-0 1 -2-0 4X5 3X4 3X3 IX3 3X3 3X4 4X5 2X4 ____ — — — 2X4 R-8974 W- 3.51" 1X3 1 5•• R-B97� W- 3.51" CAMBER TOP CHORD AND BOTTOM CHORD 1/8" AT MIDSPAN BETWEEN BEARINGS. 16-6-12 PLATE TYPE--RLPINE SEAN--153090 FURNISH R COPY OF THIS DES GN TOTERECTION CONTRRCTOR REY 13.1.5 SCALE - 0.3750 O O O O p O ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REdJIRE EXTREME CARE t .,.,., DESIGN CRIT T - REF R215 -2069 I MP ORT RNT* SNAIL NOT BE RESPONSIBLE FOR ANY W RRN I N G IN HRNDLINC, ERECTION AND 0ATRUS DE9IBTIDN FROM THESE SPECIFICR?IONS OR ANY OEVIATIDN FROM BRRCING.SEE "BWT-75",(BRRr_ING WDdJ TRUSSES. " ��N .ps, TC LL 4D,D PSF ORTE 10/D7/B7 THIS DESIGN DR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY PND RECDMMENDRT[DNS-•TPD. SEE ,4••.0/y -- WITH THE -DUALITY CONTROL MANUAL" BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- :4-: •g�n•ty: TC DL 10.D PSF DRUG HCUSR235 87260004 RRE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UFLE55 NENT BRACING REQUIREMENTS. UNLESS OTHERWISE • : 0 3794 . = BC DL 5.D PSF HC-ENGp OTHERWISE SHOYN, MEETING REWIREMENTS OF ASTM R446 GARDE R. SHOVN, TOP CHORD SHALL BE LRTERRLLY BRACED • ! Zp APPLY CONNECTORS TD BOTH FACES RT EACH JOINT RPD LOCATE RS PITH PROPERLY ATTACHED PLYYD00SHEATHING, A , TOT.LD. 5S.D PSF 0/R LEN. 16-6-12 CING OESI CN BEARING RANDPROS TCONFDRMHS ARE 4 WITH NFAPLICRBLE AL UNLESS OTHERWISE WOF RSN. TTSPECIOM FIEDWION DESIGNTH RIGID . DD IDONNOTORUSEATHIS I�(O R.... �b EREU p Ems'.••' OUR.FRC. 1 .00 DEPTH Lm C= 14.0" *NDS AND •TPI IPCTI. DESIGN WITH FIRE RETRROANT TRERTED LUMBER. •aruuu•"" SPACING 24.0" TYPE C� O p p ---TP1 - TRUSS PLATE INSTITUTE NDS - NATIONAL DESIGN SPECIFICRTION FOR WOOD CONSTRUCTION /A fes.f`�f'1-� 71I4 rl I 1 `t t t >A 10822 PENNYWORTH THIS DESIGN HAS BEEN PREPARED FROM COMPUTc^: INPUT. SUBMITTED BY TRUSS FABRICATOR i :.00 CHORD 2X4 SO. PINE *2 19% TC X-LOC L-R: 0.29 4.33 8.81 13.71 = BOT CHORD 2X4 SO. PINE #2 19% n C WEBS 2X4 SO. PINE *3 19X BC X-LOC L-R: 0.29 4.45 13.71 cn LT. BLOCK 2X4 SO. PINE *2 19% N IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS co ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO Cit TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM co SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S N TRUSS LAYOUT. REFER TO DRAWINGS A183 AND A184R FOR OVERHANG DETAILS. O O O 4X4 3x4 7.99 1X3 2X4 12 Q4.DD T 2X4 0-B�I3 �0-4-7 3x6 2.5X4 T R-6319 W- 3.51" R-63111 W- 3.51" 4-3-11 9-8-5 14-0-0 PLATE TYPE--RLPINE SEON--153091 FURNISH R COPY OFETHISSDESIGNSTO ERECTION CONTRRCTOR REV 13.1.5 SCALE - D.SDD� fLPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EKTREME CARE DESIGN CRIT REF 5- O O O O O .rl�c••� �� ��I MPORT RN T�� SHALL NOT BE RESPONSIBLE FOR ANY �lRR N I N G IN HANDLING, ERECTION FIND `�H �• oATR DEYIPTION FRDn THESE SPECIFICS?10M6 DR RNY DEVJAT[DN FRDM BRRCING.SEE 'BY?-T6",[BRACING YODD TRUSSES: +�1 .••:•••. TD; TC LL 30.0 PSF DATE 10/07/B7 THIS DESIGN OR RNY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMTENTRRY RHD RECDHMENORTIDNS--TPI). SEE �!WITH THE 'OURLITT CONTROL MANUAL- BY TPI. ALPINE CONNECTORS THIS DESIGN FDR RDOITIDNRL SPECIAL PERM- ,�7 : TC DL 7.O PSF DRIfG HCUSR235 67260005O RRE f]RIYUFRCTLREO FR011 2D GAUGE GRLYANfZEO STEEL UFLESS HENT BRpC1NG REDUIREOENiS. UNLESS DTHERVISE 0.3 194 BC DL 1 O.O PSF HC-ENG POTHERWISE SHOWN, MEETING REDUIREMENTS OF RSTM A446 GRACE A. SHOWN, TOP CHORD SHALL BE LATERALLY BRACED ,APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AID LOCATE RS WITH PROPERLY ATTACHED N-YWDOD SHERTHINO. TOT.LD. 47.O PSF 0/R LEN. 14-D-O SHDVN. BEARING WIDTHS ARE 4'NOMIINR, UNLESS OTHERWISE SHOWN. BDiiQ1 CHORD WITH RIGID CEILING OR BARGING '%'pE•'•F�QII1�•.:•t�; DESIGNSTANDARDSwTPI IPCT)CLIFDRM PITH APPLICABLE PROVISIONS OF DAS ESIGN DESIGN. T00 NOT LIMBETH R IS . ��fRFO'EN�;\ �. DUR.FRC. 1 .33 PITCH B.0/ 4.0/12 0 0 0 0 0 0 """" SPACING 24.0- TYPE DUEL-- •--TPI - TRUSS PLAT_ INSTITUTE. NOS - NATIONAL DESIGN SPECIF[CRTIDN FOR YOGD CONST RL'C1ION BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: 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 attacked plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good-.practice listed therein. Contractor of r (Print) of y� n 5 Master A4 O 3 5'„2 ` Ceniraator Print �K.. L(J W 7 y'Si Name of Property Owner Lgm,l1YWPIZrI4 Signature of Owner Signature of er Authorised Agent Architect or Engineer l MI RAL.IN FORMA A, Typo heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON EIoCMc THIS BUILDING OR SITE? y ❑ Cm—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OFCONSTRUCTION❑ OB PERMIT ❑ Other - Spoedty PV, MCKWIM WUIPMjW TO RE INSTALLS 7sesidential E OF WORK (Pre"eemplotalist of components on beek of t/h'1y forms) or ❑ Commercial Neat ❑ Spay ❑ Raeossed of O Floor �J Now Building :�e&rCondrfiooiftq: ❑ Roore ;Centni ' ❑ Existing Building �� : Material Niel' Ill I w Tk ❑ splacement of existing system Maximum capacity e.fm. l�� Vew installation(No system previously installed) 13C] Extension or add-on to existing system Cl Cooling towerr Capacity 9 ❑ Other-Specify ❑" Pin sprinklers: Number of hoar Q Efevoteir ❑ Manuff ❑ Esybto (.number) THIS SPACE POR OFFICPe USE ONLY p 6esoane pumps. (number) (Roaaiwd) ❑ Tom (numbor) Remarks ❑ LPG comteirre (number) Q Unfired p"ovire Ve" Q Milers Permit Approved © OIMer Specify Permit 1J9r ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Vnit sDMCdpt et Modell Number !Manufacturer Gerota A" i i DEPARTMENT OF BUILDING 09970 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 9-26- 19 $8 1411#111 T 0.00 4(14 0VCKT f Valuation$ Fee$ 4 666b ! a 9I26/13. This permit not valid until above fee has been paid to City Treasurer,and is �•s 0 0 C A Ct subject to revocation for violation of applicable provisions of law. 712 610 i This is to certify that Air Control Systems I has permission to 110* i33CtaII ll"t Bann air Classification Residential Zone RG1 Owned by Henry otaeS Lot 3 Block 17 S/D 51 Dudley Streei House No. According to approved plans which ate part of this permit I t NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4 10 4 10 O Building material,rubbish and debris i from this work must not be placed in public space, and must be cleared = up and hauled away by either con- tractor or owner. 1, ua cial. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER MAP SHOWING BOUNDARY SURVEY O1= A PARI` OF (Xm-wimr if)I' 3, 511,1711 17, 71,1Nnlfi' 2 gUlll, RAWT% 29 I'ASI', AND F111,Y 1A"(R1117) &S K410iro: CUMMING AT 111E W1111STAIoN (A' 'IIID EASTLTNY (r. Gimp, SIRST:I' AND'IIIF tAXIII11 LINE (A' 111111.7 ,, Imzr 1' AS 111M ON A PIAT MUN Alz IYTNIRS R1.11AT RIMR19-1) 114 11A1 ii(x)K 19, PA(T 16, (F'11W 0PPRIM' P1031,IC KIIIAtTC) OF IMAL (T11N1Y, 110RIDA 'AND'1111-Y1 RIMING EASTON '1111; N(lRlll LINE (A' SAID JJ11n- SIVI7 1' A DISI'At T' (IF' 575.4 I1.17.I I'M 'Illi?'ll)INT(A' 101ANNING 01' '111E LAID IUMI- Y (T r1 T,YI-]): 1R(TI SAID MINI, (A' IMINNING 110110? RIMNING IXV111 210 IT7'1"IT) OUR(II RQAD '11111)(F rNI' -1) 1177'1111N(F. 9(]1111 210 11-TT 1U TIr NIMI'll I.1NE (A' 1191]"1 SIYI17.t', 11081.1, RIMitt', ON AND AIM; '110; N(97111 LIN177W SAID UAAFY SI1117 WWI' IL)R A DISIAPK];OF 50 1`111-10 711E MINI' (A' 1'41INN11% 11UN9) N.,JN(; 4KINN (11 SAID IIA'1' AS 101' 4, lil[X_X 1, AI FIIA'. DUDLEY ( 50 ' R / W _ F>o.c. 4—?F8-4' ! TO Q OF MAYPORT ROAD SET Y ENO 7 _ ���,�•� 5.13:%• TO It OF GEORGE ST- -,75.4- T..S75.4' r / 9/(0'00'• d c �a0'00'00" 7G' 25.3' p.• I STORY RRIOK {'�..,. '*.... L Cyt M � 2'3:3' O.R.V. 1907 PG.22P t O.R.V. 1378 PG.49 0 ) 1 _O ,) N I N is 9' 228' I STORY WOW N hl rJ t0 (Q N N � 0.(2.`?. 4917 PG. 2?_5 n z ' d k a 21.?'.. 14.4' I S".')'?'Y WOOL � m N N a.4' ,�IIXFK" C14AIN LINK PENCE 22.4' 11 • .n k O Y 90'00'00" _ 9000'00" -� 50.00' 4' SET SET CHURCH ( 60 ' R/ W ) F� 0 AD NOTES.«��..e �.,�.. . r.r�� .. �I /�• �• �, 90' DEPARTMENT OF BUILDING n(�(�7 CITY OF ATLANTIC BEACH,FLORIDA PERMIT N00y V 1 4 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date July 29, 19 88 I Valuation$ Fee$ 50.00 i This permit not valid until above fee has been paid to City Treasurer,and is t, MI subject to revocation for violation of applicable provisions of law. 530.0r.',rKY This is to certify that Pennyworth Hoyms CRCO25350 4306 1 A 0/12/8 oncm P.O. Box 14478 _ 8 has permission to YftlliDHX diamnl i c11 ci ng1 A Fami 1Y 110110 i Ono Classification Residential Zone Owned by Henry jamaa Lot Block S/D r House No. 51 Dudley Street According to approved plans which ate part of this permit t NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE I 4 0 4 O Building material,rubbish and debris 31 from this work must not be placed in public space, and must be cleared up and hauled away by either con- tractor o-- wnerr i dig Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER i PLUMBING ELECTRICAL SEWER WATER PENNYti11-&RTH 5640 Timuquana Road HOMES, INC. Telephone Suite #1 (904) 771-7558 P.O. Box 14478 Jacksonville, Florida 32238-0478 August 12, 1988 City of Atlantic Beach Rene ' Angers 716 Ocean Boulevard Atlantic Beach, FL 32233 Dear Rene ' : Pennyworth Homes , Inc. , requests that Henry James be allowed to live in his residence at 51 Dudley St . , during construction of his new home. We understand that his existing residence is to be removed before a Certificate of Occupancy is issued. Sincerely, Fred D 'Antonio FD/kc CITY OF ATLANTIC BEACH AppLICa= TO MWE ADDITIONS OR ALTERATIONS Address ✓ C ►� ,' S phone 2 Address r Phone Address Phare at,0 C7 CITY OF ATLANTIC BEACH APPLICATION TO MAKE ADDITIONS OR ALTERATIONS Owner -1,��t��i I A �.5 Address L !� S� Pie 2-�Z/-/56 7 Architect Address Phone Contractor �rr,,°yj,,,r,, , MS Address F-D. 713 k I ` ' `�Vim' Phone 2S7S- r Contractors License/Certification Numbers � /ZC.a z5 3 SCD Expiration Date Property Address ( Zoning Lot it B1cok or Unit # Subdivision Valuation of Construction $ Type of Construction Describe Work to be Performed 'Z)4E!-M T/ 0,L/ Materials to be Used Present Use of Building ....2 Proposed Use of Building Flood Zone Dimensions of New Area: HEATED GARAGE OR STORAGE CARPORT OR PORCH LECK PATIO -YES NO NSR Will there be an increase in number-of-units? Will there be a decrease in number of units? Any additional plumbing fixtures? ✓ Any new fireplaces? SUBMIT TWO COMPLETE SETS OF PLANS INCLUDING SITE PLAN Signature OWNER Date Signature OONTRACTOR �+�(u Date 7-22-Pe MAP SHOWING BOUNDARY SURVEY .O A F'Af71' tM' (><M]?frIINr 1177 3, SI7C:1'I(:N 17, 'll><MI1P 29011111, ItntlCt; 29 rASr, AP1U R01.Y IA`J(R111FD AS ICM]OIJS: (>;1•P1FN(:INC AT 111E, 11411-MI ;HM (M 111P EASTIM41"(JF 03X:(];IMMIX AND'11117 WZ111 1AN1E,Or 119417.Y Sll),Mr AS SIM CIN A IIAT MINN A" IYUNIRS RI11,Ar PITTM A-1) IN 11A'I' RIF,, 111, IWE 16, OF 11111 ( mmur IUI11,1C R13IX211S (x RIVAL(11.N11Y, FIURIDA AND'111110, PANNING EASTON 111r, NXMZIII LINF (M' SAID 111111TS1RI77r A DISFAN(T:(X' 575.4 m71' tuR 11117 117INr(X' f11111.NN1NG (X''11(7 IAND 1[fRI13Y Q]JVF,YI]): FR TI SAID fY)INI'W It11.INNING, '1118)(]: RfIPIMU 1XV111 210 )17',f''11)(1114201 WAD 711171(7: rAtii' 50 1•117TIVIN(T•,SOJlll 210 1.117 1`011117 NO9111 L1NR (M' W4M.IY SI111171', 1111114(7: 11N1NIId� ON AND All", 1111: I Mill LIN17(A' SAID 11IIXPy SI14.1- 'M-Sr 1•UR A D1S1'AN(L•' OF SU F111'1U 1HP 101PII'01' 111:IP✓!JING AND 11:1 IG SIIJIJPI 0Pl SAID 11A•1' AS 101'4, ITUX 1, AMU. DUDLEY ( 50' R/W ) STREET <s--? o t of M 68.4' t TAYPORT ROAD SET 50,00' FND 599'/. TO it OF GEORGE ST.. 575.4• / 9040'00" 0.8. a 90'00.00" ...If.3, 7.s' •c— , e , I STORY BRICK M 23.3' r O.R.V. 1907 PG.228 vO.R.V. 1378 PG.49 0. O IN 22.2' g• 22.8' I STORY WOOD I 22.3' —22.6'7--- •= .. 4917 PG. 225 21.C''i—• 14.4' `( I IF.CRY WOOD Y �,r� f . N (/� 4.4' X CHAIN LINK FENCE rf ad _ M4 k or 90'00'00" f 90'00'00" — , 50.00' SET SET CHURCH ( 60' R /W ) ROAD q' /5' a�• r.. City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. j--BATHROOM GROUP CONSISTING OF _____SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET VALVE WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) 1 _____URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) _____FLOOR DRAIN ( 1 ) SHOWER STALL DOMESTIC (2) _____LAUNDRY TRAY (2) LAVATORY ( 1 ) _____COMBINATION SINK AND TRAY (3) --L--WASHING MACHINE (3) _____POT, SCULLERY SINK (4) DISHWASHER (2) _____WASH SINK EACH SET OF �-_-^ FAUCETS (2) j---KITCHEN SINK (2) _ DENTAL LAVATORY ( 1) KITCHEN SINK WITH WASTE _ GRINDER (3) _____DENTAL UNIT OR CUSPIDOR ( 1) BIDGET (3) _____URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) _____COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) -----URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) _____DRINKING FOUNTAIN ( 1/2) _____LAVATORY, BARBER/BEAUTY SHOP (2) _____LAVATORY, SURGEONS (2) SURGEONS SINK (3) _____ICE MAKER ( 1/2) WET BAR (2) Cl U TOTAL FIXTURE UNITS__ _____ @ $20. 00 EACH JOB INFORMATION ���'_����! � � . " 94PPR�'fVl�`D CITY OF ATLANTIC BEACH PLANNING i MIND OITIM J 2 81988 13- 0 C--KlsnKq SD IF �0 .OUP. COI JCES-M 5(-Aft -- U N464Z - 5 Gx--rso rK/ST/nl� ST/�uc'iv�trG � z2/ i . � o s RI D<-,e N O VtLo PosFD o 00 I �-onrg7/i�cTl nN y M r S-+ p" H ?2!o FKIsTINr. S i/LtK.'rvn� '0 4� 2,c- ovf_D CITY OF ATLANTIC BEACH No. 2127 FLORIDA 19 NAME Pennyworth Homes 194.59CKTD ADDRESS PP.O. BSx 14478 - 2!99 A 7/29/86 .000ACS CITY aa.cksonville FL 17 5 ' !{ Water Impact Fee 40 343 3700 _ 400.00 credit from demolished building ;. - 2200000 ; iE*?I-EXIKIiKiEi[XIKKKXXXXYAIX14LXXSXRRX 180.00 Radon Gas Surcharge 01.208.01 13.86 01.341.9001 73 Fees are for 51 Dudley 194.59 When Signed, Dated and Numbered, This Becomes an Official Receipt Received Payment, MAKE CHECKS PAYABLE ,TO R . CITY OF ATLANTIC BEACH, FLORIDA` TREASURE CITY OF 716 OCEAN BOULEVARD P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 DATE: PRE-SERVlGE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: ------------------ - - - =g-- _ _ _ -------------- ------------------------------------------------ ) ------------------------------------------------ SINCEERELY,� k(, BUILDING INSPECTION DIVISION cc: FILE CITY OF ATLANTIC BEACH, FLORIDA r App"awd by APPLICATION .FOR ELECTRICAL. PERMI T TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_2/0' Z'' 19r 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. 1 _.^r�✓t.�, 1"��I�Ja.��e ELECTRICAL FIRM: — -' MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME //2 A) j"V JQ�T1�3 ADDRESS: t / �O to d l Q:/ S_ RFD BOX BLDG.SIZE f g S-� r `1! BETWEEN: RES.06 APT.I 1 comm.( 1 PUBLIC 1 1 INDUS.( 1 NEW( 1 OLD ( 1 REW.( ► I ADDITION ( ► TRAILER ( I TEMP.( i SIGNS I 1 SQ. FT. SERVICE: NEW 0 INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE yG 2 c00 AMPS COPPER ( ALUM. SWITCH OR BREAKER 2-.&,0 AMPS PH W 2 SAO VOLT RACEWAY j EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS' NO. SIZE NO. SIZE NO. SIZE I LIGHTMG_WTLETS ,.. _. -CONCEALED OPEN _ TOTAL- RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 3t-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 CEIL HEAT: KW-HEAT a1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS CON, -rt - DAZ11 LI- I t1 ---- , 71, - - i j Fri �,..►z_ ►z �9lt-+iI � ! � STOR �Jtfj rr I i. ALL ,T $T EL 'tut ar IL. •06AS ' lido o Y �! .hwb^ i vl N YL-, ;x11 W%AKtp14 — — — — — — i M %p • �. .- 1 � • r W tA V1�1A ,� CA RPF:7 C w l'lvtt aFi A-2p,SO w 41. POW- al: t:)�Ci :�Z LP -few L r i i t j p , Eo \ ti VA) , 1 Cps E 1 '� ` � 4r t 1� 3 r tea,•.:-=� a � 4 ��0 41 coC, D t4trTS: `� t.,. ZG 1>00I 7—t 4 77 -71 is"X IC.,,cfiNc , E>Lt� Pi>rr� vJ( I(p N� a �. k v 4 _ N it e7- i r 3i- O '• ��A.t v�.NT �rr ,1� z• s - -- EXHIBIT"A" APPROVED It 41 li '11 11 11 li OWNER-BM 11 _ - PENNYWORTH HOMES,INC. C'fDAJ2 '3NI'S3WOH Hl80MA.NN3: 40 I _ LAP � i � – -- — ' ti3xne a�rvmc 10D Ii care u►r w"A woo ^I PENNYWORrH - ••�...HOMES, INC 2110 S. ADAMS STRLL'r TALLAHASSEE, FLORIDA 32301 PHONE (904)224-0614 ' ENR Y .D A M E S tom- t►J� t"� o v�T�t�J EXHIBIT .,a„ APPROVED — OWNER-BUYER;ff, P-p4v'2 OWNER-BUYERnrklLft RTH HOMES,INC. 1 I I �12 _ op s -- - Let09 ti 1 - ,1 4 X:V STOOP R�tiT11), parr rr _� ,Q --.wv►NU.JGOM AND �. .�..... � _.SE�CooMS -FOR I► .fl'.N — — �,6 wVF7 HENRY JA1'AES 7H 2110 S. ADAMS 51Kcc1 1{r1TF hT� wtnT Y1L� 'JALLAHASSSE, FLORIDA, 32301 I--41 ,v Lot, 2 :o.. t b z 111 IkLAgfk\CaNE CL\P EA. 9 END CrYP) 2 : 24" O.C.• _ fP �� 1�v 67 , P 8 D I zv J 4� a �--- - BED ( 3' 5%%W'Us Qsa. sr'r- UV LOA&) 1'6 K 3� t SPEC >� 14-"FL.tR..1� 24"d•C. INSuLAY�ot1 �� • - ,. -----.....___..- - - • SHEATNIFL zYy'Q.RFT�.Rs �,CsY P Q.G (�3i. I�ICd i Ly"d,C. iIAIL wIrl-II i x110 8M �! =a 7 X U st v 1)5 -1 LIVING i ` y v Lo POST P R N w1bxt. ia1vwwM 4 QI N I NG ���1 O C • •i _.� g•a,f.,. pVAPort EgliR16R 11f CKEN .5�� --� FsLK.fW ry � �0�11,r.r.i, F►•.1. Tb IV W+ jr� � `NA��, CANT. u EXHIBIT 'A" ,�, APPROVED �' CROSS SECTION 4 = I ' I OWNER-BUYE OWNER-BUY PENNYWORTH HOMES 1NC. I EXHIBIT "N' _ APPROVED \ OWNER-BUYER OWNER-BUYER PENNYWORTH HOMES,INC. i - --•� p, �j. -..} _4 x.3 STDG— ... _ ,., - Zx •f'Rt�p _ ��� 41► ti `O� I HENRY JAMES REV. I-68 toTE —PRO V"De 'FoN.ACA t Fon. v6 nTS geGO > �R SS 6G SEs, rn�c.•........� 2110 S. ADAMS STREET TALLAHASSEE, FLORIDA 32,301 PHONE (904) 224-0614 _NOTE : DO NOT brALE . ^ FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program--Residential Point System Method Version 1 . 05 March, 1987 Department of Community Affairs Printout Submitted in lieu of Form 900A-86 _______________________________________________________________________________ PROJECT NAME: Henry James | PERMITTING OFFICE: ____________-_ ------------------ : AND ADDRESS: 51 Dudley Gt, / Atlantic Beach | CLIMATE ZONE: 1 2 3 ------------------------------ ( -------------- 8UILDER: Pennyworth Bqmeo / Inc. | PERMIT NO. : ___________ -_- OWNER: HenryJames 1 JURISDICTION NO. : __________________ ! ______________ ----------------------------------------1---------------------------------------- BUILDING OFFICIAL ` COMPONENT VALUE CHECKLIST WINDOWS Double Clear Total Area: 180. 7 _______________ WALLS 1 . Ext Wood Frame Area: 1335. 0 ----------------- R-Value: ______________R-Value: 11 . 0 _______________ CEILIN8S 1. Under Attic Area: 448. 0 _______________ R-Value: 26. 0 ---------------- 2. ______________2. Under Attic Area: 460. 0 _______________ R-Value: 22. 0 _______________ FLOORS 1 . Rsd Wood Area: 896. 0 ---------------- R-Value: ______________R-Value: 19. 0 _______________ DUCTS Uncond. Space Length: 110.0 _______________ R-Value: 4. 2 ---------------- In ______________In Cond. Space Length: 145. 0 ---------------- COOLING ______________COOLIN8 1 . Central A. C. SEER: 9. 00 _______________ Ceiling Fan: Credit _______________ HEATING 1. Heat Pump COP: 2. 70 _______________ HOT WATER Bedrooms: 3 _______________ 1 . Electric EF: 0. 88 ---------------- INFILTRATION ______________INFILTRATION Practice: 2 --------_______ Conditioned Floor Area: 1459. 0 _______________ AS BUILT POINTS / BASE POINTS * 100 = EPI 29066. 9 29634. 2 98. 1 GLASS TO FLOOR AREA RATIO = 0. 1239 PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences) COMPONENTS SECTION REQUIREMENTS WINDOWS _ 904. 1 Maximum of 0. 5 CFM per linear foot of operable sash crack. -------------------------------------------------------------------------------- EXTERIOR & 904. 1 Maximum of 0. 5 CFM per sq. ft . of door area. ADJACENT DOORS Includes sliding glass doors, solid core, wood panel , insulated, or glass doers only. EXT. JOINTS & 904. 1 To be caulked, gask:eted, weatherstripped or CRACKS otherwise sealed. ---------------------------------------------------------------------------------- WATER HEATERS 904. 2 Must bear label indicating compliance w/ASHRAE standard 90 or comply with efficiency and standby lass requirements. Switch or clearly marked circuit breaker (electric ) , or cut--off (gas) must be provided. An external or built in Bleat trap must be provided. ------------------------------------------------------------------------------- SWIMMING FOOLS 904. 3 Spas and he-}ted pools trust have covers (except & SPAS solar heated) . Non-commercial pools must have a pump timer . rias spa & pool heaters trust have minimum thermal efficiency of 75% -----------------------------------I-------------- __________.____-____--_____.._....._._..._-.._ HOT WATER 904. 4 Insulation is required only for recirculating PIPES systems. In such eases, piping heat less shall be limited to 17. 5 BTU/H/Linear Ft . of pipe. ------------------------------------------------------------------------------- SHOWED' HEADS 904. 5 Water flaw must be restricted to no more than 3 gallons per minute at 20 to 80 FSIG. --------------------------------------------------------------------------------- HVAC: DUCT 903. 2 Constructed :in accordance with industry CONSTRUCTION 904. 6 standards & local mechanical cedes. Ducts in Unconditioned space must be insulated to minimum R--4. 2 & joints trust be sealed. -------------------------------------------------------------------------------- HVAC CONTROLS 904. 7 Separate readily accessible manual or automatic thermostat f car each system. --------------------------------------------------------------------------------- CEILING INSUL. 904. 9 Minimum R--19. INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST COMPONENTS REQUIREMENTS PRAi=TICE #1 Comply with Infiltration Prescriptives in above table. .___._-_____--_--__--_-___.__.___._.___._____.__.w_.__.._._.___..___..._.._........_._._..._....._....__._._._.____________._____._.__-..-....-_-_.-..-.-._..--- PRACTICE # Exterior Walls & Floors Top plate penetrations sealed. Infiltration barrl �er instale . Sole plate/floor joint c au eci car sealed. Exterior Walls & Ceilings Penetrations, .joints and cracks on interior surface caulked, sealed, and gask:eted DuctWori% Ductwork: in unconditioned space trust be sealed. Fireplaces Equipped with outside combustion air , doors, -- - - ' Unconditioned space must be insulated to . minimum R-4. 2 & joints must be sealed. _______________________________________________________________________________ HVAC CONTROLS 904. 7 Separate readily accessible manual or automatic thermostat for each system. _______________________________________________________________________________ CEILING INSUL. 904. 9 Minimum R-19. ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** =============================================================================== COMPONENTS REQUIREMENTS - =============================================================================== PRACTICE #1 Comply with Infiltration Prescriptives in above table. _______________________________________________________________________________ PRACTICE_#2____________________ ......... Exterior Walls & Floors Top plate penetrations sealed. Infiltration bar�ieC installed. Sole plate/floor joint cau� �eu or seale�. Exterior Walls & Ceilings Penetrations, joints and cracks on interior surface caulked, sealed, and gasketed DuctWork Ductwork in unconditioned space must be sealed. Fireplaces Equipped with outside combustion air , doors, and flue dampers. Exhaust Fans Equipped with dampers. Combustion devices see 903. 2 ( f) . Combustion Appliances Provided with outside combustion air . ` _______________________________________________________________________________ In Accordance with Sec . 553. 907 F. S. , | Review of the plans and specifications I Hereby certify that the plans and | covered by this calculation indicates specifications covered by this calcu- | compliance with the Florida Energy lation are in compliance with the | Code. Before construction is completed Florida Energy Code. | this building will be inspected for | compliance in accordance withSection | 553. 908 F. S. | OWNER/A8ENT: __________________________ | BUILDING OFFICIAL:- | �~ DATE: _________________________________ 1 DATE: __________- ' ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* === BASE === | === AS-BUILT === = ===== ================================================= GLASS------------ . ORIEN AREA x BSPM = POINTS | TYPE SC ORIEN AREA x SPM x SOF = POINTS --�----�98�2---3���3----37Gl7I-T-DB[--C[R---------Pl----6070---3873--0792---2TOG15 | DBL CLR N 30.0 38. 3 0.96 1108.0 | DBL CLR N 8. 2 38. 3 0. 96 301 . 0 S 82. 5 66. 2 5461. 5 | DBL CLR S 22. 5 66. 2 0. 82 1218. 1 | DBL CLR S 60.0 66.2 0. 38 1506.9 | | | | | | | | | | | _______________________________________________________________________________ . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS | GLASS AREA AREA FACTOR POINTS POINTS | POINTS _______________________________________________________________________________ . 15 1459. 0 180. 7 1 . 211 9222. 6 11169. 7 1 6240. 4 =============================================================================== | AREA x BSPM = POINTS | TYPE R-VALUE AREA x SPM = POINTS _______________________________________________________________________________ WALLG----------- | Ext 1335. 0 0. 90 1201 . 5 | Ext Wood Frame 11 . 0 1335. 0 1 . 70 2269. 5 | DOORS----------- | Ext 38. 0 7. 70 292. 6 | Ext Wood 38. 0 7. 70 292. 6 | CEILINGS---------- | UA 896. 0 0. 60 537. 6 | Under Attic 26.0 448. 0 0. 80 358. 4 | Under Attic 22^ 0 460.0 0. 90 414.0 | FLOORS---------- | Rsd 896. 0 -3. 99 -3575. 0 | Rsd Wood 19.0 896.0 -1 . 10 -905. 6- INFILTRATION---------- | 1459. 0 8. 00 11672. 0 1 Practice #2 1459. 0 8. 00 11672. 0 =============================================================================== TOTAL SUMMER POINTS | 21298. 3 | 20261 .3 =============================================================================== | TOTAL x SYSTEM = COOLING | TOTAL x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS | COMPON MULT MULT MULT POINTS _______________________________________________________________________________ 21298. 3 0. 46 9797. 2 1 20261 . 3 1 . 043 0.380 0.860 6907.0 =============================================================================== , - ------ - - BASE _..__ _.__ AS-BUILT - GLASS_..__...._--._.._.__._.-_......- OR I EN AREA x BWPM - POINTS 1 TYPE SC f. R I EN AREA x WPM x WOF POINTS _ ._____.._.._.___.._-.__..._.._....-.... N 98. 2 7. 3 716. 9 1 DOL iw LFA: N 60. 0 7. 3 1 . 12 491 . 0 Diel._ C:LR N 30.0 7. 3 1 . 05 230. 7 f DBL C:LF:' N 8. 2 7. 3 1 . 06 63.6 S 82. 5 -28. 4 •-2343. 0 1 DBL CLF' S 22.5 -28.4 0. 91 --579.7 DDL CLR S 60. 0 -28. 4 -0. 11 181 . 2 r ------------------------------------------------------------------------------- r r r r r r r . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS - ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS i POINTS ---------------------------------------------------------------------------------- . 15 1459. 0 180. 7 1 . 211 -1626. 1 -1969. 5 5 i 386. 9 AREA x BWPM = POINTS 1 TYPE F:'.--VALUE AREA x WPM = POINTS ---------------------------------------------------------------------------------- WALLS--------------- Ext _ - -__ . _ -- .....:;t 1 :35. 0 . . w. 2937. 0 r Ext Wood Frame 11 . 0 1335. 0 3. 70 1939. . DOORS------------- Ext 38. 0 15. 40 585. :: 1 Ext Wood 38.0 15. 40 585. 2 CEILINGS------------- UA B96. 0 1 . 20 1075. 2 1 Under Attic 26. 0 448. 0 1 . 40 6 7. Under Attic 22.0 460.0 1 . 70 782.0 FLOORS.--..-••-_________..._._-._. Rsd 096. 0 0. 96 060. 2 1 Rsd Wood 19. 0 896. 0 1 . 90 1702. 4 i INFILTRATION---------- 1459. 0 ---._______-_1459. 0 7. 40 10796. 6 1 Practice #2 1459. 0 7. 40 10796. 6 TOTAL WINTER POINTS 14284. 7 f 19019. 8 TOTAL x SYSTEM - HEATING ' TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS 1 COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 14284. 7 0. 59 8428. 0 1 19819. B 1 .000 1 . 043 0.520 1 . 000 10750. 9 ` WATER HEATIN8 === BASE === | === AS—BUILT === =============================================================================== NUM OF x MULT = TOTAL 1 DESCRIPTION EF CAP x MULT x CREDIT = TOTAL BEDRMS / RATIO MULT _............._..... ...________________________________________________________________________ 3 3803. 0 11409. 0 1 Electric 0. 88 1 .000 3803. 0 1 . 00 11409. 0 SUMMARY === BASE === / === AS—BUILT === =============================================================================== COOLING HEATING HOT WATER TOTAL | COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS | POINTS + POINTS + POINTS = POINTS _______________________________________________________________________________ 9797. 2 8428. 0 11409. 0 29634. 2 1 6907. 0 10750. 9 11409. 0 29066. 9 =============================================================================== ***************** * EPI = 98. 1 * ***************** FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program--Residential Point System Method Version 1 . 05 March, 1987 Department of Community Affairs Printout Submitted in lieu of Form 900A-86 ---- -----------------------------_____________________________________..............._............. __ PROJECT NAME: Henryames | PERMITTING OFFICE: ----- - --------------- ------ | ------------- AND ADDRESS: | CLIMATE ZONE: 1 2 3 51 Dudley St . / Atlantic Beach ___________..................._________ | _-____________ BUILDER: --g-e-u-u�Pennyworth Booea / Inc. | PERMIT NO. ., --- --- OWNER: ------- �Henry James JURISDICT�ON NO. : _ _............... ..._________ _........ ___________________________ ...................... ..............._.............._______________ ........... __ BUILDING OFFICIAL COMPONENT VALUE CHECKLIST WINDOWS Double Clear Total Area: 180. 7 ----------------- 14 A L L ______________WALL 1 . Ext Wood Frame Area: 1335. 0 ------------------- R-Value: ______________R-Value: 11 . 0 CEILINGS 1 . Under Attic Area: 448. 0 R-Value: 26. 0 2. Under Attic Area: 460. 0 R-Value: 22. 0 FLOOR1`3- 1 . 1 . Rsd Wood Area: 896. 0 R-Value: 19. 0 DUCTC Uncond. Space Length: 110. 0 _______________ R-Value: 4. 2 In Cond. Space Langth: 145. 0 _______________ COOLING 1 . Central A. C. SEER: 9. 00 Ceiling Fan : Credit ---------------_- HEATING ______________HEATING 1 , Heat Pump COP: 2. 70 ------------------- HOT ______________HOT WATER Bedrooms: 3 ------------------ 1 . ______________1 . Electric EF: 0. 88 INFILTRATION Practice: Conditioned Floor Area: 1459. 0 AS BUILT POINTS / BASE POINTS * 100 = EPI ' 29066. 9 29634. 2 98. 1 GLASS TO FLOOR AREA RATIO = 0. 1239 ** PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences) ** =============================================================================== COMPONENTS SECTION REQUIREMENTS =============================================================================== WINDOWS 904. 1 Maximum of 0. 5 CFM per linear foot of operable sash crack. ______________ EXTERIOR & 904. 1 Maximum of 0. 5 CFM per sq. ft . of door area. ADJACENT DOORS Includes sliding glass doors, solid core, wood panel , insulated, or glass doors only. _...............______________________________ __________________________________.............................. EXT. JOINTS & 904. 1 To be caulked, gasketed, weatherstripped or CRACKS otherwise sealed. ................ _..........___.................. .....__________...................___________..............______________________ WATER HEATERS 90*. 2 Must bear label indicating compliance w/ASHRAE standard 90 or comply with efficiency and szandby loss requirements. Switch or clearly marked circuit breaker (electric ) , or cut-off (gas) must be provided . An external or built in heat trap must be provided. ________________________________________ _______________________________________ SWIMMING POOLS 904. 3 Spas and hented pools must have covers (except & SPAS solar heated) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have minimum thermal efficiency of 75% -------------------------------------- ------------------------- ............._____..............__........ ..._ ... HOT WATER 904. 4 Insulation is required only for recirculating PIPES systems. In such cases, piping heat loss shall be limited to 17. 5 BTU/H/Linear Ft . of pipe. ................... ___________.....___.................................... ______..... .......................---------------------______________ SHOWER HEADS 904. 5 Water flow must be restricted to no more than 3 gallons per minute at 20 to 80 PSIG. HVAC DUCT 903. 2 Constructed in accordance with industry- CONSTRUCTION ndustryCONSTRUCTION 904. 6 standards & local mechanical codes. Ducts in Unconditioned space must be insulated to minimum R-4. 2 & joints must be sealed. _.............._____________________.............._____........ ___________..........______________ ..........._________.........___ HVAC CONTROLS 904. 7 Separate readily accessible manual or automatic thermostat for each system. _______________________________________________________________________________ CEILING INSUL. 904. 9 Minimum R-19. ** INFILTRATION REDUC |ION PRACTICE COMPLIANCE CHECKLIST ** =============================================================================== COMPONENTS REQUIREMENTS =============================================================================== PRACTICE #1 Comply with Infiltration Prescriptives in above table. _.........____________.....___ ........... .....___________..........___________ PRACTICEtw_2.r ww A" C*_K_and_tbe.1ollowing... ... _ Exterior Walls & Floors Top plate penetrations sealed. Infiltration g�aartl ` �". Sole plate/ floor joint t tulpeu or seae�. Exterior Walls & Ceilings Penetrations, joints and cracks on interior surface caulked, sealed, and gasketed DuctWork Ductwork in unconditioned space must be sealed. Fireplaces Equipped with outside combustion air , doors, and flue dampers. Exhaust Fans Equipped with dampers. Combustion devices see 903. 2 M . Combustion Appliances Provided with outside combustion air . �.................. ... ....................��.............�..... ...�..... .............. ........... �� In Accordance with Sec . 553. 907 F. S. , | Review of the plans and specifications I Hereby certify that the plans and | covered by this calculation indicates specifications covered by this calcu- | compliance with the Florida Energy lation are in compliance with the | Code. Before construction is completed Florida Energy Code. | this building will be inspected for | compliance in accordance it.h Section | 553. 908 F. S. | OWNER/AGEN7: __________________________ | BUILDING OFFICIAL: ~ ___________ | | DATE: -��� DATE: _________________________________ ______________��_ ____________ =============================================================================== 0 ^L069 098 ^0 08C ^0 Ch0 ^ T C49303 | 3 ^L6L6 99 ^0 C ^863N3 __...................... ..._........ _..........__........._..............______ ................ _________.....____ ..........................__........ ........ .........._....._....._______________ SlNIOo l7nW liOW 1414 NO6WO3 | S1NIO6 liOW Sid WnS ` 3NI7003 = lIO383 : W313AS : l3OO « AVID! | 9NI1003 = WMSAS : IV101 | C ^ T9303 � C ^863T3 � 3lNIOJ 8�WWOS -I V101 =============================================================================== 0 ^3L9TT 00 ^8 0 ^6051: 34 WTV"6 | 0 ^319TT 00 ^8 0 ^62bT | ---------NOIlV8lIIANI | 7 ^O86- 0T ^ T- 01968 0 ^6T PooM Ps8 / 0 ^OMC- 66 ^C- 0 ^968 Ps8 | ----------SAOOTJ | MOT, 06 ^0 0 ^0W 0 ^33 Dmv xAPuO | 9 ^89C 08 ^0 0 ^8hly 0 ^93 3MV "PUO | 9 ^WE 09 ^0 0 ^968 vO | ----------S9NI7I33 � 9 ^363 0Z ^Z 0 ^8C PooM V3 1 9 ^363 0 ^OC 4:] / -----------MOO � 9 ^6933 0L ^ T 0MCT 0 ^ TT MUM PooM 1»I | 2 ^ T03T 06 ^0 SMCT 4«-:�! _________________________________________________ | _____________--_-------_SAW SlNIO� = W6S : V 38V 3O7VA-8 36Ai | SlNIO6 = Wi38 : --3N------- / =============================================================================== L ^697TT 9 ^3336 TT3 ^ T L ^08T 0 ^699T OT " ............. __ ............. ________....................................... ..... .......___ _.............________ SINIO6 | SlNIO6 S1NIO6 sOl3vi V38V V38V SSVl9 | SSVI9 fOv = SSVI9 : ^fOV = SSVIB W101 / 8OOVA ^ONO3 : 21 - . ������������������������������������������ ...... ........... ........ ������ � / / | | | | � / | 6 ^902T 8C ^0 3 ^99 0 ^09 S 873 1% | T `8T3T 38 ^0 3 ^99 O ^33 S 573 180 | 2 ^ T%g 3 ^99 G ^38 S 0 ^ T0C 96 ^0 C ^8C We N 873 AUG � 0 ^80TT 96 ^0 C ^8C 0 ^0C N 813 180 | SA9QIZ...Z6AWMI8E...UIQ9____N.........�]3 ]8�_�_I�I��[�----EASE---WOW___N...... SlNIO6 = AOS : W6S : VMV MIND 3S 36A1 | SlNIO6 = W6S8 : V38V N3I8O ------------SSv 7g === 1lIA8-Sv === | === ESv8 === SNOIlViO3iv3 U]WWnS ******************************************************************************* === BASE === | === AS-DUILT === GLASS------------ | ORIEN AREA x BWPM = POINTS | TYPE SC WOF = PQINTS _____________________________________ _______ ________________ N 98. 2 7. 3 716. 9 / DBL CL;:;.' N 60. 0 7. 3 1 . 12 491 . 0 | DBL CLR N 30. 0 7. 3 1 . 05 230. 7 | DBL CLR N 8. 2 7. 3 1 . 06 63. 6 S 82. 5 -28. 4 -2343. 0 | DBL CLR S 22. 5 -28. 4 0. 91 -579. 7 | DBL CLR S 6O. 0 -28. 4 -0. 11 181 . 2 | | � | | | | | | | ........________........ _____.............................___............... ......................._....._...............__......... ...__.................._.....___....._..................____________ . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS | 6�ASS AREA AREA FACTOR POINTS POINTS | POINTS __....._...... _................. __________________________________________________________...................____....._ . 15 1459. 0 180. 7 1 . 211 -1626. 1 -1969. 5 } 386. 9 =============================================================================== � AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS --------------------------------- ---'------------------------------------------ WALLS----------- | Ext 1335. 0 2. 20 2937. 0 | Ext Wood Frame 11 . 0 1335. 0 3. 70 4939. 5 DOORS----------- | Ext 38. 0 15. 40 585. 2 | Ext Wood 38. 0 15. 40 585. 2 | CEILINGS---------- � UA 896. 0 1 . 20 1075. 2 1 Under Attic 26. 0 448. 0 1 . 40 627. 2 | Under Attic 22. 0 460. 0 1 . 70 782. 0 | FLOORS---------- | Rsd 896. 0 0. 96 860. 2 | Rsd Wood 19. 0 396. 0 1 . 90 1702. 4 | INFILTRATION--------- | 1459. 0 7. 40 10796. 6 1 Practice #2 1459. 0 7. 40 10796. 6 TOTAL WINTER POINTS | 14284. 7 | 19819. 8 =============================================================================== | TOTAL x SYSTEM = HEATING ( TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS Mil 11 POINTS | COMPON RATIO MULT MULT MULT POINTS ............. __________........ ____...................______.............._.............._ .....................................__........._____........ ___......... 14284. 7 0. 59 8428. 0 1 19819. 8 1 . 000 1 . 043 0. 520 1 . 000 10750.9 WATER HEATING BASE AS-BUILT N 7* TOTAL 1 DESCRIPTION EF CAP x MULT x CREDIT TOM B E D R ............. .................. 3 3803. 0 11400. 0 ; Electric O. B8 1 . 000 3803. 0 1 . 00 1140s. (.: U !,1A Fl!Y BASE AS-BUILT 30 0 1-IN!.3, 1--i %T 1 N H.['3T WATER 70TAL 1 COOLING HEATING HOT WATER TOTM.. FDINTS POINTS Pul;-,! F:,(::j POINTS F7,* F::'[)]".1`41 E." ............ ..................................................... ...... ........................ ....... 0797. 2 842SZ) 11409. 0 29E34. 2 1 6907. 0 10750. 1 11409. 0 2S0G6z_*? EPI 98. 1 CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT 51 Dudley St. Owner Henry James----------Address Atlantic Beach, FL zip32233_phone 241-1367 Architect ______Address _-_________zip__-___phone ------------ --------- ------- - // Contractor-James Hunter Allen Address P. 0. Box 14478 Jax._, _zip 32238 phone L - - ---- --------- ---- Contractor's License number CRCO25330__-�_--_expiration June 73b,7989 ,,tt Lot---3...Block or Section___17____Subdivision_______________Zoning__!_ Street-- -51 Dudley St. between-- ----George St. and- - Church Rd- -------side ----- -------- ----- --- ----------- 2 Story Type Construction-- --- Wood Frame No. Units 1 ____No. Fireplaces 1 C+ --------- Purpose of Building_ ?_ Dwelling __Est. Valuation 8 ---------- -------------- Utility Method - Water__CitZ_______ SewerSeptic-_-_- Dimensions - Building__ 28'_X 32_ Lot_50' X 210' Size Footin s_16"X8" & 20"X8" ---- --------- Sz. Piers 8" X 16" Sz. Sills- 2 X 10 ___ Greatest Span Sills___�_U--- _ __ ------------ -------- Sz. Ceiling Joists Trusses Distance on Centers 24" Greatest Span-Y yl� --------- ----- --- Sz. Floor Joists --2 X 8 _Distance on Centers Greatest Span 6" ------ ---- Sz. Rafters 2_X 10__Distance on Centers- IP------Greatest Span_14' 0" Method of Heating Electric ___Solid or Filled Ground Solid____-Roof Shingle ------ ---------- Flood Zone.......If located within a FLOOD HAZARD ZONE complete page 3 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of Atlantic Beach. The contractor agrees at its expense to provide the necessary access to the properties being developed over dedicated City rights-of-way and to clear, clean, grade, and drain said right-of-way to City specifications. Signature Owner_______________ __ __________Date___ _ ___ Signature Contractor _ __ ____Date___O page 2 J L IJ l Building and Zoning STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION AND INSTALLATION PERMIT eta¢ Authority: Chapter 381, FS Chapter 10D-6, FAC Applicant Henry James Permit Number 54312 51 Dudley Street, Lot # 3 ------------PART I-SYSTEM CONSTRUCTION SPECIFICATIONS AND CONSTRUCTION APPROVAL------------- Treatment Tank Minimum Draintrench OR Minimum Absorption Size Bed Size Septic tank or Grease aerobic unit 900 gallons interceptor gallons Square Feet 375 Square Feet Septic tank or aerobic unit gallons Dosing tank 300 gallons Square Feet Square Feet Graywater High Water Alarm and Manhole tank gallons TO Grade Required. Square Feet Square Feet Laundry waste tank gallons Square Feet Square Feet Other Requirements: Benchmark is crown of road in front of driveway, 611 above existing site grade. I (a) Installation must be in accord with requirements of chapter 10D-6, FAC. (b) A system construction permit is valid for a period of one calendar year from date of issue. . (c) Final installation inspection and approval is required before the system is covered. (d) Invert of stub-out for H(x jg to be ------------- benchmark. Invert of stub-out for to be benchmark. Invert of stub-out for to be OR PUMPED benchmark. Invert of stub-out for to be benchmark. (e) Fill quality and quantity: Tn an area 101 1 c)ngpr and wi dPr than_clr'a i of i e1 c7 r1i mPnGi ong, I Excavate to 29" and backfill to 15" above grade (11" above benchmark) with A-3 quality sand Provide 12"- 375 sq.-ft. drainfield Cover with 911-12" of suitable soil. Provide 51 shoulders in all direction from drainfield Scud or Sppa within 7 days of- final (f) Other: inspection. Provide 2-1 slope or bank with railroad ties or other suitable material Maintain 51 from property lines and building foundations and 101 from water lines. System design and specifications a es a e Title Env. Hlth. Specialist 2/26/88 Construction authorized by. Cre Wa er II, Supervisor Date Duval County Public Health Unit Note: Completed copies of this form will be provided to the applicant, installer and the building department. AUDIT CONTROL NO. 0 6 5 4 5 8 HRS-H Form 4018,Feb 85(Obsoletes previous editions whlch may not be used) (Stock Numberr5744-001-4018-0) Page 1 of 2 Address Heated Square Footage ,r (y� @ $ per sq ft = $ Garage/Shed @ $_ per sq ft = $� S Carport/Porch ' /-32- @ $ per sq ft = $ Deck @ $_ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: . $ 0 6 _ 12 6P Tota a ua-tion 1st $ $Q /C / $ 4?-� Remainder Valuation per thousan or S0 portion thereof / Z/Y ------------------------------------------ $__---------, Total Building Fee l ADDITIONAL PERMITS and/or FEES REQUIRED + 2 Filing Fee $ -7 Fireplaces @ 15.00 $_�� Mechanical i BUILDING'PERMLT FEE $ Plumbing Electric/New UNDER-ROOF @1 /1000s ft •--------_1 /_________ T FLOOR SPACE ¢ a• Electric/Temp rJ � � �� - BUILDING PERMIT $ Septic Tank WATER METER CHARGE $ Well S�riinnirig Pool /�"-SS • SEWER IMPACT FEE $ >WATER IMPACT FEE $ Sign owe I-I S t1w MISCELLANEOUS -- $ • D`, Water Connection S'T/u`c 7u-1F E'—' �� c�►�c'�'$ ��� -�cv Sewer Connection Water Meter Elevation Certificate ` . 4 GRAND TOTAL DUE $ --------------------------------------------------------------------------------- CALCULATIONS and/or NOTES I City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee i i FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED! A7' TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY ,WATER SYSTEM. i -- []-BATHROOM GROUP CONSISTING OF 'Z— _____SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH � (8) f TUB OR SHOWER STALL (6) ___ WATER CLOSET VALVE WATER CLOSET, TANK OPERATED (4) _ VALVE OPERATED (8) BATHTUB/SHOWER (2) ___ URINALIWALL LIP (4) I _____SHOWER GROUP PER HEAD (3) __FLOOR DRAIN (1 ) _____SHOWER STALL DOMESTIC (2) _LAUNDRY TRAY (2) LAVATORY (1 ) ____- COMBINlTION SINK AND TRAY (3) 7 i WASHING MACHINE (3) _____POT, SCULLERY SINK (4) DISHWASHER (2) i __ __ ___WASH SINK LAUH SET OF _____KITCHEN SINK (2) FAUCET (?.) -� -----DENTAL �LAVATORY ( 1 ) ___KITCHEN SINK WITH WASTE GRINDER (3) ____ 'DENTAL UNIT OR CUSPIDOR (1 ) _____BIDGET (3) -----URINAL STALL, WASHOUT (4) _____FLUSHING RIM SINK (8) _____COMBINATION SINK AND TRAY WITH _____URINAL, PEDESTAL, SYPHON JET FOOD DISPUS. (4) BLOWOUT (8) DRINKING FOUNTAIN ( 1/2) _____LAVATORY, BARBER/BEAUTY SHOP (2) LAVATORY, SURGEONS (2) _____SURGEONS SINK (3) ____ ICE MAKER (1/2) _____WET BAR (2) I TOTAL fiIXTURE UNITS ., �� @ $20. 00 EACH $ ' Z71* i JOB INFORMATION PLANS REVIEW CHECK LIST 6 Address ,5"/ �� Owner Legal Description---------------------Contractor____________ y _License Number_Mc 090 3 License on File YES NO Section 24_101 * Zoning Regulations Zoning District____/____ Proposed Use &Gtu1 Required Lot Size-151 0 C O___ Actual Lot Size -------- ----------- Setbacks Required Provided Section 24_17 front �� CORNER LOT INTERIOR LOT -------- -------- rear Q Flood Zone ---------------- �� Required Elevation - side-2 Max. Height Allowed__ 3.5 Proposed Height___ Section 24_82 * Minimum Lot Coverage Required Heated Area _L000 Proposed Area____ _ Section 24_161 * Offstreet Parking Number Spaces Required__7___ Spaces Provided 4 Section 24_82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES Utilities Water and sewer service is to be provided by: Buccaneer Utilities _ V _ City of Atlantic Beach Utilities Private Sour SEPTIC TANK WELL G �( Plans Reviewed b : ___ �_ =--- --------Date --- ----- ------ Building Permit #__qq b(__ ISSUED DENIED I4 DEPARTMENT OF BUILDING ON CITY OF&1tU...1NTIC BEACH,FLORIDA PERMIT N v PERMIT TO BUILD 7.75CKr THIS PERMIT MUST BE POSTED ON JOB M 1 1 A 7/P9/0 *00CA Date July 29. 19 8�$ 1 9S ` A 7/29/9 601635.10 237.75 t 1,tt�! Valuation:$ Fee$ fThis permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. Pena orth lees CRCO2S250 This is to certif. y that yw P.O. Box 14478 Jakksomrille has permission to build Secondary Dwelling Classification Residential ZoneRG1 Ownedlby Hm= James � Lot 3, Block 17 S/D i House No. 51 Dudley Street According to approved plans which ate part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE 4 — 0 �4---- 0 O Building material,rubbish and debris 34 from this work must not be placed in public space, and must be cleared up and hauled away by either con- tractor- r owner.. .,.{' C 'Iding Official. II FOR OFFICE PERMIT USE ONLY NUMBER DATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER I " '. AARTMENT OF BUILDING0 9 i CITY OF ATLANTIC BEACH,FLORIDA PERR4MIT�NO. 11 9/21/ � I PERMIT TO BUILD Ca ITHIS PERMIT MUST BE POSTED ON JOB 5457 1 A 9/pl/el Date 9-21 19 88 1 Valuation$ Fee$ 41.50 4 This permit not valid until above fee has been paid to City Treasurer,and is i subject to revocation for violation of applicable provisions of law. CJThis is to certify that R.L. Johnson Plumbing C CFCO2SS92 has permission to b X install plumbing Resident"l RM Classification Zone Owned by Henry James Lot 3 Block 17 S/D House No. 51 Dudley Street According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE l �----► 4--->.` O Building material, rubbish and debris � zi from this work must not be placed in public space, and must be cleared up and hauled away by either con- tra0ec or owner. { FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER i WATER v CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION _ �/� �y j PLUMBING CONTRACTOR_7. 4, �1�9 ► LICENSE NUMBERS a(' 02 ✓53¢2 OWNER 7, `,,z ,w', BUILDING CONTRACTOR �nn TYPE OF BUILDING !/S SINKS SHOWERS 'I-LAVATORY f WATER HEATERS ?j BATH TUBS DISHWASHERS URINALS DISPOSALS _CLOSETS LWASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT 4q, . sc� INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE .