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2225 Oceanwalk Dr W (vault)
r pizies APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT HAKE___ MAILING ADDRESS__ _ _ ___5,�:1_ - '."� PHONE NUMBER__;= �c �cEr- SERVICE REQUESTED_--,--��'----��.._-- -�-----------_..-------------- ,i j , SERVICE LOCATION__F,) ,c_ -------------------------------"�=`�` ------------------------------------------------ ;i DATE SENT TO < -- f C� J DATE RETURNED PUBLIC WORKS _______________ TO BUILD. DPT. ________________ DATE OWNER 4 NOTIFIED--------------------- i t -5 ApR 1619g?- f -, jlIj CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r i ATLANTIC BEACH,FL 32233 INSPECTION PHONE'LINE 247-5826 { t Application Number . . 06-00033965 Date 9/25/06 Property Address i . . . . . 2225 W OCEANWALK DR Application type description PLUMBING ONLY Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 FIXTURE ------------------------ --------------------------------------------------- Owner Contractor - ------------------------ DENDY ! j DAVID GRAY PLUMBING INC. 2225 OCEANWALK DRIVE8850 CORPORATE SQUARE CT. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 744-7255 --------------- 7 -- (i - --- --------------------------------------- -- - -y j Permit ;PL ,NG PERMIT Additions ' d s' l ' Permit Fe 1` 2 . 00 Plan Check Fee . 00 Issue Date;- ! Valuation . . . . 0 Expiration Dat e 1/24/07 Fee summary Qharged Paid Credited Due ----------------- - ------ ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 fi { PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PROPERTY OWNER Edward R. Barbarito, Sr. ADDRESS 2225 Oceanwalk Drive West LEGAL DESCRIPTION Lot 21 Unit #2 Oceanwalk THIS IS TO CERTIFY THAT THE CITY OF ATLANTIC BEACH HAS INFORMED ME OF THE COVENANTS AND RESTRICTIONS IN EFFECT IN MY SUBDIVISION. I FURTHER UNDERSTAND THAT I AM PROCEEDING AT MY OWN RISK BY APPLYING FOR BUILDING PERMIT OR VARIANCE. I FURTHER UNDERSTAND THAT ANY PERMIT„ ISSUED OR VARIANCE GRANTED BY `THE CITY OF ATLANTIC BEACH APPLIES ONLY TO THE REQUIREMENTS OF THE ATLANTIC BEACH CODE OF ORDINANCES, AND IN NO WAY RELIEVES ME OF MY OBLIGATIONS AND LIABILITIES UNDER THE COVENANTS AND RESTRICTIONS. I HEREBY AGREE ; TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ATLANTIC BEACH FOR . ANY ACTIONS WHATSOEVER AS A RESULT OF LITIGATION OVER ALLEGED VIOLATIONS OF THE COVENANTS AND RESTRICTIONS. 8apst 12� 1987 HOMEOWNER -Edward R.Barbarito, Sr. DATE CITY OF—, A /' £ CH DA E �f Sworn to and subscribed before me this 12th day of August 1987. llotar potilfc Mate of mcf1da-f rifle My Ccrrmission Expires: Yy Commission Expires June 04; j"b 001,011 By IowaNations! Ins.Co. tory uk�ri tate f Florida DEPARTMENT OF BUILDING O[1Q Q CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. O 9 9 V PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date August 11 lg 87 Valuation$ 161,3S1.05 Fee$ 486.00 This permit not valid until above fee has been paid to City Treasurer,and is 4847900 T subject to revocation for violation of applicable provisions of law. 406• 0CI(T This is to certify that Rogers Joseph t"GC .0"1�13f' 11651 Phillips Hiahway Jacksonville 32 14 0 has permission to build Single Family Classification New Residential Zone 8S-1 Owned by Rp-gers Joseph Lot 21 B1ockUnit 11 _s/Dftemwalk House No. 2225 t?cesmwai k Drive Wttct According to approved plans which are part of this permits pr NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS ,I AFTER DATE OF ISSUE �—� •`.--D 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. tract r owner.. YA ` Build4 Official. FOR OFFICE PERMIT DATE USE ONLY NUMBER CONTRACTOR PLUMBING ELECTRICAL SEWER WATER PLANS REVIEW CHECK LIST 00 Addresses 1<��a :� � _", -� ' -_--`--` `-Y -`- --Owner-------- -k-,`-=`----------------- Legal Description_- % ° Contractor__ �k '' �? -' -- <> ---�`--------------- i. - -`---+-- ------------ License Number ---- ----=----- ----------------------- ------------------ License on File YES NO Section 24_101 * Zoning Regulations Zoning District P� ______ Proposed Uses_.* ' '" 1r x ----7-/-- � Required Lot Size_ /6 �C3 Actual Lot Size"i)y`1 „ Setbacks Required Provided Section 24_17 front c"7f4# 7 CORNER LOT TERIOR � -------- -�----- � --�--...__� rear c ---81 --�// Flood Zone side-1 ---- -- ___ -- f t1 Required Elevation----- '__ side-2 ---f0�-- Max. Height Allowed ✓ Proposed Height__ Section 24_82 * Minimum Lot Coverage Required Heated Area st: Proposed Area_a2� Section 24_161 * Offstreet Parking d Number Spaces Required_ Spaces Provided--- -- Section 24_82 * Duplicate Buildings l Is there a similar building withirf 500' of proposed building?YES X01 Utilities Water and sewer service is to be provided by: t/ Buccaneer Utilities City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL r plans Reviewed by A cl;' `` =-=' `--�t-x-...- -Date__ Building Permit #_ � . ISSUEI? DENIED .,_.__. - r 7 Address• 4 19 - .� � ��� _>� pft 11eated Square Footage 5 @ $ `� er sq Garage/Shed �q @ $ 'k` cD per sq ft � $______���r)'`� Carport/Porch @ $ 'C per sq ft Deck "? @ $ fn %t per sq ft = $ Patio r @ $ per. sq ft = $ TOTAL VALUATION; 1'otaf aYu tion 1st $ ./P ? c , Remainder ValuationJ .,'&per thousandor or -------------------------------- ---------,portion thereofTotal Building Fee $ 3140C) ADDITIONAL PMIFI'S and/or FIM REQU +'k Filing Fee $ /,15 9, 00 / ,1 Fireplaces @. 15.00 $ Mechanical BUILDING IPEIWT F M- 1 PluiLing - Electric/Ne<v -------------------------------------------------- Electric/Taiq) BUILDING PERMIT $ (117616L)) , Septic Tank Well WATER MCiIrR G11ARGE $ � a. S�rinming Pool SEWER IMPACT FEE $ Sign WATER IMPACT FEE $ Q G MISCELLgmous $ Water Connection Sewer Connection $ Water Meter Elevation Certificate' r GRAND TOTAL DUE $ 951, --r ----------------------------------------------------------------------------------------------. CALCULATIONS and/or NaIT,,S s , CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT Owner_ RogersJoseph ___________Address 11651 Phillips H1UN2y....zip_3 4_phone 268_0099_ Architect Steven McCullar Address 1543 Kingslg Avenue #15___zip_�73_phone 264_3433_ --------------- -------- ContractorRogers Joseph __Address 11651 Phillips Highway ____zip_CGC017884—_ _____ 3�4_phone? _�9_ _ Contractor s License number _expiration 6/30/89 ---------------- ------------ Lot ___Block or Section--- 2 Subdivision Oceanwalk _Zoning________ Street---Oceanwalk Dr. W. between Seminole Beach Road and None side___________ ---------- -------------- --------- Type Construction wood frameNo. Units____1_____No. Fireplaces 1 --------- ----------- Purpose of Building__ Residential _____Est, Valuation $______________ Utility Method - WaterCity______ Sewer__ City_______ Dimensions - Building_ 75'8" X76' _Lot @ 20_5_X_90 X_230 _Size Footings _8X_20______ Sz. Piers _VA Sz. Sills N1A______ Greatest Span Sills NFA Sz. Ceiling Joists,pLt-gnglneer Distance on Centers 24° Greatest Span_ 46' --- --------- - Sz. Floor Joists __ NLA ____Distance on Centers__ N/A Greatest Span_______ Sz. Rafters Pre_engineer Distance on Centers 24" Greatest Span_ 46' Method of Heating_ Air to air __Solid or Filled Ground solid __Roof Pre-enNineered 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 9 ----- _____________Date_ July_29s 1987 page 2 AUG ,7 _ ^'„vi4i g and Zo'�iT” FLOODPLAIN DEVELOPMENT INFORMATION . Type of Development:' XX New Building Alterations to Existing Building Flood Zone Required Floor Elevation 9.75' Actual (as built)Lowest Floor Elevation If located within a flood hazard zone (zone A) a survey must be made after the slab has been po.ured, certifying that the "lowest floor elevation" is equal to or above the base flood elevation established for that zone. No Final Inspection will be made and No Certificate of Occupancy will be issued until the survey is on file with the Building Department; COMMENTS Applicant acknowledgement : Z understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have beer' or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No . 25-7-11 and all other laws or ordinances effecting the proposed developemnt. Date July 29, 1987 Applicant 's Signature --------------------------- ----------,-------------------------------- Department Use Survey filed with the Building Department on Certified Lowest Floor Elevation Required Lowest Floor Elevation Building Department Representative 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 TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. ___BATHROOM GROUP CONSISTING OF --C) -SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) , Ci__WATER CLOSET VALVE -----WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) _BATHTUB/SHOWER ' (2) _="_-URINAL WALL LIP (4) ____SHOWER GROUP PER HEAD (3) --O--FLOOR DRAIN (1) - ()--SHOWER STALL DOMESTIC ('2) __LLAUNDRY TRAY (2) __LAVATORY (1) _COMBINATION SINK AND TRAY (3) -- (--WASHING MACHINE (3) _ '__POT, SCULLERY SINK (4) __ __DISHWASHER (2) _C _WASH SINK EACH SET OF FAUCETS (2) _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 WITI FOOD DISPOS. (4) _ _URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) • 0 _DRINKING FOUNTAIN (1/2) - 0-LAVATORY, BARBER/BEAUTY t0f_7- /3tlt SHOP (2) __L__LAVATORY, StTMMI'$ (2) _____SURGEONS SINK (3) __, __ICE MAKER ( 1/2) c � TOTAL FIXTURE UNITS @ $10. 00 EACH Cl J JOB INFORMATION___/-,_Q _ �__ �-'r. __ C 1�-14N of L K __ ADDRESS �02 a.2 � ---------------------------------------------------------- CONTRACTOR_ d-�r - - --------------------------------- OWNER ---- ------------------------------------ BUILDING_-g-2 -g_ MECHANICAL O�? 2_ PLUMBING_y�© 0 ELECTRICAL_5L�3 TEMP POLE_________ MISC__-________ ELECTRICIAN_-- �� -�— �• DATE FAILED DATE PASSED TEMP POLE JEA__________ FOOTING ROUGH PLUMBING ----------- ----------- SLAB FRAMING MECHANICAL/FIREPLACE TOP OUT PLUMBING ROUGH ELECTRIC ----------- ----------- FINAL ELECTRIC FINAL BUILDING ELEVATION SUBMITTED CERTIFICATE OF OCCUPANCY DATE ORDERED 4-14ST--- DATE ISSUED DR-lCO FLORIDA DEPARTMENT OF REVENUE N. 7/87 APPLICATION FOR CERTIFICATE OF OCCUPANCY I hereby certify that the property described below: Contract Identification Number Description of Property (Example: house, commercial building, road, bridge, etc.) CGCO17884 Contractor's Certification # 2225 Oceanwalk Drive W. Issued by Department of Address of Improved Property Professional Regulations, Atlantic Beach, Florida 32224 If AppZi ble a4 - 6 - ick 12s� - 5-3 City State Zip Sales flax Registration I is substantially completed and that we are registered for paying Sales and Use Tax with the Florida Department of Revenue. Name of Prime Contractor/General Manager Rogers Joseph Custan Hwes Address 116bl Phillips Highway City, state, Zip Jacksonville, Florida 32224 Total Contract Materials $ / 4057. Total Contract Labor Z! ,COP. Total Signatu of Contractor/General Manager Date Sig ure o County Official Date - CITY OF 1gi&a4c Bead - 57&rides 716 OCEAN BOULEVARD ,i P.O.BOX 25 �- ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 j March 14, 1988 i I Third Floor Pre-Service Section Jacksonville Electric Authority Building 233 West Duval Street Jacksonville, Florida 32202 The following final inspections have been made and are satifactory: Permit #5558---. 599 Selva Lakes Circle Permit issued to Adkins Electric Company. Permit #5693----2225 Oceanwalk Drive West Permit issued to Munson & Bryan Electric Company. cer y, Rene' gers Communi y Development D' ector RA/tb i cc: file j i i I, i CITY OF 4&4Wr& Ve4d- Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P.M. District No. ob dress Locality Owner's Name Contractor _ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ / Top Out ❑ Heating Lintel ❑ Final Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab A.M. 'On. Tues. f Wed. Thurs. '�'� Friday P.M. Inspection Made ` �M• Inspector Final Inspection Certificate of Occupancy Date { CITY OF Office of Building Official Rf=�UST FOR INSPECTION Date Permit No. Received �j PM` District No. Ci- Job Address 7� Locality {{ Owner's Name Contractor —f — BUILDING CONCRETE ELECTRICAL ME / P UMBING CHANICAL Framing Footing ❑ Rough Wiring [i� Rough ❑ Air.Cond.& li Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Lintel ❑ Final ❑ Sewer Fire Place ❑ READY FOR INSPECTIGN Pre Fab Mon. Tues. Wed. Thurs. Friday A. Inspection Made Inspector ✓ Final Inspection❑ Certificate of Occupancy Date CITY OF K.-r- ,,L sx c ' 4&44d4c Be A-O;Iau-& Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received !— r P.M. D,iisstrriictt No. , Aq Job Address Locality Owner's Name Contractor BUILDING NCRETE ELECTRICAL PLUMBI MECHANICAL Framing ❑ FOOth J Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab 6/ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final Cl Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. 0/011� Tues. Wed. Thurs. FridayP.M. Inspection Made p, Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF 4&4A&C /li1!1444- tfaliLQa Office of Building Official REQUEST FOR INSPECTION � ;�°�r Date �aq-87 Permit No. Time A.M. Received_ �� P.M. istrict P401_f X .t 1 Job Address Locality Owner's Name Contractor BUILDING CONCRETE /ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ ` Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab �/ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION G,/ U A M Mon. Tues. Wed. Thurs. Friday �C A.M. Inspection Made P.M. Inspector Final Inspection❑ Certiticate of Occupancy Date CITY OF 4tl 4dw AewA-0;&u*c i Office of Building Official -7 REQUEST FOR INSPECTION Date T�/ Permit No. _ Time A.M. Received —P.M. District No. o� 5� 6 a lkec,,cu.a..Q � -,t✓� Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PL MBING MECHANICAL Framing Cl Footing Rough Wiring ❑ Rough ❑ Air.Cond.S ❑ Re Roofing ❑ Slab ❑ Temp Pole D. Top Out ❑ Heating Lintel ❑ Final ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M es. Mon. Wed. Thurs. Friday-P.M: VVV A.M. Inspection Made If P.M. Inspector Final Inspection❑ Certificate of Occupancy Date ), t CITY OF Office of Building Official REQUEST FOR INSPECTION Date fr Permit No. 9 oc Time A.M. Received P.M. District No. Job Address Locality Owner's Name Contractor t-- BUILDING CONCRETE ELECTRICAL L MBING,- MECHANICAL Framing ❑ Footing 13Rough Wiring El _ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel Cl Final ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed- + Thurs. Friday 7 . ) A ISA Inspection Made P.M) r Inspector — - Final Inspection❑ Certificate of Occupancy Date �iid+cc �iuf- Qua�ih,cg�rnJs r _ °'° MECHANICAL CONTRACTORS-M258 October 28, 1987 City of Atlantic Beach Building and Zoning Dept. 716 Ocean Blvd Atlantic Beach, Fla. 32233 ATTN. Renee' Ref; Mechanical Permit #8999 Lot #21 Ocean Walk Trane vs Carrier Equipment Renee' : As per our conversation of 10/28/87, here is the information requested for your records: Builder: Florida Commercial Lot #21 Ocean Walk Equipment will be as follows: One (1) Condenser (4 Ton) Model; 38QH048 One (1) Condenser (2h Ton) Model: 38QH030 One (1) Air Handler (48,000 BTU) Model: 40QB048 One (1) Air Handler (30,000 BTU) Model: 40AQ030 10 KW Heat Strip Thank - You so much. I owe you one. Sincerel , Ka Mac Air En sneers�In . Y Y► 9 /gb 10947 BEACH BOULEVARD / JACKSONVILLE, FLORIDA 32216 / (904)641,2333 CITY OF ATLANTIC BEACH, FLORIDA Appov"by APPLICATION FOR ELECTRICAL PERMIT .�3 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: C - Z Ir 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: Munson & Bryan Blecstr c Co., 3591 St. Augustine Rd. 396-66$0 4oksonville, Fl. 3ZZ07 reef ELECTRICAL FIRM: MASTER ELECThICI6jfWNATURE f:!v-irb W. OA j-s.v JOURNEYMAN NAMER00 laSS09me6l 9 om-Awl ADDRESS: Z Z a�uj-Aj-IC_ rue WysrRFD BOX BLDG.SIZE s JF-A-,i ��i BETWEEN• rrww.�r.�c .�tiu ►'o.i RES.( 1 APT.( 1 COMM.l i PUBLIC( 1 INDUS.( 1 NEW( 1 OLD( 1 REW.( 1 ADDITION ( 1 TRAILER I ) TEMP.( 1 SIGNS I 1 SO. FT. SERVICE: NEW( I INCREASE l 1 REPAIR'( ► FEE CONDUCTOR SIZE 2- AMPS Z00 COPPERf I ALUM. TCW OR BREAKER O AMPS PH 3 W Z46 VOLT C415 Ltr RACEWAY MIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE E1GHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 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 CEIL HEAT:—KW-HEAT Ql OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS SC LANEOU e ew d w , �'�t1.4�. P4s v 9 TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. I KVA NO. IKVA 100.NEON TRANSF. NO. VA. IMA. JIMOTORSIZE SWITCH I FLASHER 11ACH SIGN FORWARDED $ •.rr��1 o Munson.,. � Yan Br G � $681 Eleo TOTAL FEES v xY► St. Augustine Rd trio Co. 396-6689 g Jaoksoxiville� b'1 . 3207, UTILI'T'Y SERVICE AGREEMENT (Water and Sewer) THIS AGREEMENT entered into this 11th day of August , 198 7 , between the City of ,Atlantic Beach a Municipal corporation, hereinafter called "City", and Rogers Joseph , a corporation, its successors and assigns, hereinafter called "Developer". W I T N E S S E T 1-1 WHEREAS, Developer owns land in Duval , County, Florida, more particularly described as Lot 21 Unit II Oceanwalk refer to acreage, plat engineering 2225 Oceanwalk Drive West drawings, or legal description as Exhibit A and WHEREAS, Developer plans to develop said land by constructing ' 1 buildings,' 1 residences and/or other improvements thereon consisting of" ' Single Family and WIIEREAS, City is the owner of water and sewage treatment plants and water distribution and sewage collection systems in the vicinity of the property described above; and WHEREAS, Developer desires that City provide water and sewage collection service to said property and City desires to furnish same; and WHEREAS, City is willing to operate such water and sewage collection and treatment systems so that all buildings constructed on Developer's property by developer or by any person, firm, joint venture or corporation holding by, through or under Developer may have furnished to them and to their occupants water and sewer service subject to all terms and conditions of this Agreement; and WHEREAS, in order to provide water and sewer services to Developer it has been or will be necessary- for City -to enlarge and expand its offsite water and sewer plants and facilities and pit is the desire and intent of Developer to contribute financially to the costs of building such additional offsite water and sewer plants and facilities and to reserve capacity in City's water and sewage treatment plants so that City can provide service to .the Development without imposing a burden on its existing customers; NOW, THEREFORE, in consideration of the premises and other good and . valuable considerations and in consideration of the mutual covenants and conditions hereinafter contained, subject to any necessary approval by other governmental agencies having jurisdiction, it is .agreed by the parties hereto as follows: 1. Developer agrees that City shall have the exclusive right to furnish water and sewer service to the real property described above and hereby grants to City . this exclusive right,.to provide water and sewer service for all uses within all structures now or hereafter constructed on the real property described above. 2. City agrees that after Developer has connected to the systems of City, City will provide at its own cost and expense, water and sewer service to Developer's property in a manner conforming to the reasonable requirements of public or governmental agencies or parties having jurisdiction over City's water and sewer operations; provided, however, that such service shall be in accordance with other provisions of this Agreement, including City's rules and regulations and rate schedules. 3. In the event that Developer or assigns fails to complete construction of all improvements required to be built by Developer and fails to pay all plant and service availability and other fees listed in this Agreement within "six" " months from date of execution of this Agreement, for any reason whatsoever, but through no act or fault of City, this Agreement shall terminate and City shall be relieved of its obligation to perform under this Agreement. Upon termination of this Agreement under this provision, City reserves the right to negotiate with Developer a new agreement for any additional sums to be paid by Developer to City as plant capacity and service availability charges, fees or other charges based upon increases in the cost of living and/or such other factors as relate to the cost of supplying water and sewer service. 4. All taxes or charges imposed upon the property described above by any governmental entity or agency shall be paid by Developer except such part thereof that has been deeded to the City in accordance with tho teems of this agreement. S. The rates charged by City for water and sewer service shall be in accordance with its rate schedule which shall be subject to change . from time to time. City shall have the right to determine reasonable meter size and location. G. Developer will grant to the City, at Developer's expense, adequate easements for water and sewer lines, for access to lift stations and water stations and related appurtenances. Said easements ' shall be transferable. Developer will also furnish ' title evidence satisfactory to the City that said easements are superior to mortgages or other interest in the land, and Developer shall cause any such mortgages to be released or subordinated to said easements. Easements will also be furnished to provide for onsite water distribution lines, including meters and sewage collection lines. Sites for lift stations and water stations and related appurtenances shall be conveyed by warranty deed in fee simple by Developer • to City. Developer will furnish City a warranty deed, title evidence satisfactory to City and any releases from lien holders for any sewage pumping station and water station sites as required by City. Developer hereby grants to City the right to utilize any onsite water and sewage lines and systems to provide services to properties other than Developer's property, provided this does not unreasonably interfere with , service to Developer's project.' Where Developer's property is adjacent to any. state road right-of-way, City will be granted a 25-foot easement, along and adjacent to said state road right-of-way. Developer shall further grant to the City, its successors and assigns, the exclusive, perpetual right, privilege and easement to construct, reconstruct, operate, maintain, repair, replace, improve, alter, remove, relocate and inspect water transmissions and distribution mains, sewer collection mains, sewer lift stations, pipe lanes, lateral lines, valves, connections and appurtenant equipment over, across and under the Developer's property, including the right to ingress and,egress to each of the building sites on Developer's property which are served* by City. All such easements shall have a .width which is acceptable to the City. 7. City does not guarantee an uninterrupted supply of water, or water at any particular pressure, and reserves the right to shut off the water in its main at any time for the purpose of making repairs or extensions of for providing temporary or emergency water supply. City will not be responsible for any damage caused by low pressure or interruption of service. Neither Developer nor any of its successors or purchasers shall discharge into the sanitary sewer system water from "non-domestic" drains including without limitation swimming pools, air conditioning condensation lines, cooling lines or other discharge from any type of equipment. City shall not be obligated to furpish any water or sewer service to any building which is built on Developer's property to which the City does not have access. The Developer hereby agrees and warrants that the City will not be held responsible for flooding problems which may result from the failure of sewer line back flow preventor valves on Developer's property. The Developer hereby agrees to hold harmless and indemnify City for all costs and damages resulting from flooding due to .back flow preventor valve failure. 8. The construction and design of all facilities to be transferred to and to be owned and operated by the City shall at all times be subject to prior approval by the City and its engineers. City will provide assistance to Developer's engineers as to design and construction requirements and must approve all plans, documents, and construction requirements in writing prior to any construction being commenced. Construction of all facilities will be performed by Developer or its contractor. Developer will pay the cost of all such construction. The Developer's engineer shall incorporate into the Developer's engineering design, plans and specifications the applicable standards and specifications of the City. 9. A. If the Developer modifies his development plans for Developer's property which would require greater water usage, greater fire flows, additional water facilities, greater sewage flows, or additional sewage facilities than the water and sewer demands previously approved by the City, then the Developer must obtain approval by the City for the construction of such additional water or sewer facilities which shall meet all City and governmental design requirements. The Developer shall pay all additional contributions and fees as may be authorized by the City's, service availability policy which is in effect on the date said new agreement is executed. B. In addition to paragraph 9A above, any other change order between Developer and its utility contractor issued after City approval of original plans must be approved by the City before the change order , is put into effect. C. City shall have the right to review the systems design drawing and specifications to ensure that they meet the requirements of the City. The systems design drawing acid specifications are to be in accordance with the City of Atlantic Beach requirements unless otherwise •specified by City or its engineer. D. The City also reserves the right to approve the utility contractors to which construction bids are sent by Developer as well as the contractor to which the award is made. D. A representative of City or its engineers will be the •inspector of the project along with the Developer's engineer, but City reserves the right to final acceptance of the work and materials. Neither the City or its engineers shall be deemed the agent of any other person in making such inspections. 10. After installation of the water distribution and sewage collection systems serving the property described above and acceptance thereof by the City, the City or its assigns shall then be the sole, absolute and exclusive owner of the facilities of said water and sewer systems whether located on, under, above or outside of the property described and regardless of who may have installed or constructed same to the extent described below: A. All water mains, pipes, valves and fittings and appurtenances up to and including all meters shall be dedicated to and will be owned, operated and maintained by City.. All water pipes on the customer's side of the meter shall be owned, operated and maintained by the customer or its assigns. D. All sewer mains, manholes, pumping stations, force mains and appurtenances, including service pipes in public right of ways and dedicated easements, shall be owned, operated and maintained by the City. Except as provided in paragraph 9C, all sewer lines on the customer's side of the property line shall be owned, operated and maintained by the customer or its assigns. C. With reference to any blanket easements for multi-famdly projects such as apartments, mobile Home developments, condominiums and PUD's or for co►ronercial developments, all water mains to and including the water meter, all sewer mains, force mains and manholes in such blanket easements over private property allowing utility operations shall be dedicated to and shall be owned, operated and maintained by the City except that the full length of sewer services from the sewer main or manhole shall be owned and maintained by the customer. All such City lines shall terminate with a manhole, U. By these presents, Developer hereby transfers to the City, the title to the water distribution and sewer collection systems to be installed pursuant to this Agreement, such conveyance to take effect without further action upon the completion and acceptance by City of said installation. As further evidence of said transfer of title, upon completion of the installation and acceptance by the City, Developer will provide. City •with , a Dill of Sale or Warranty Deed describing all properties transferred and dedicated to the City by the Agreement. 11. Developer shall pay the City upon. execution of this Agreement the sum of , 10¢ per water connection per equivalent residential connection (ERC) as an advanced deposit to cover engineering, plan review, inspection, test, legal and administrative expenses of City in connection with this Agreement. Developer shall also pay to City upon execution of this Agreement the sum of • 10¢ per sewer connection per ERC as an advanced deposit to cover engineering, plan review, inspection, tests, legal and administrative expenses of City in connection with this Agreement. The charges for engineering and legal expenses and for engineer's inspection and plan review fee. for non-residential units shall be based upon estimated cost to City: Actual cost will be determined and a refund or additional charge will be made for the difference between the advanced deposit as calculated above and actual costs. City agrees to .provide water and sewer service . to the Developer's property in consideration for plant capacity charges, fees and other charges to be paid by Developer as follows: ' A. A water plant capacity charge at the rate of $10.00 per fixture unit. Such charges shall be due and payable as provided in paragraph 12. . B. A sewer plant capacity charge at the rate of onethousand thirty .five dollars ($ 1,035.00 � per single family unit. Such charges shall be due and payable as provided in paragraph 12. C. A sewer plant capacity charge for any commercial customers on the land as described above at- the rate of Such charges shall be due and payable as provided in paragraph 12. -7- { D. A meter installation fee to. cover meter cost and meter ii' allation (but not including curb stop or meter box) according to the City's service availability policy at the time of installation which currently is $85.00 per 3/4" x 5/8" meter E. I£ available, construction .water will be charged to building based on metered usage in accordance with current rates. F. Hydraulic share of main extensions - payment or refund. 1. Developer recognizes that water or sewer utility service to the Developer's property.. is provided by the use of a mein extension and other improvements constructed by a prior developer and that Developer is obligated to refund a said prior developer Developer's share of the cost of said main extension or other improvements. Accordingly, Developer shall pay its pro rata share of the cost of said' maid extension or other improvements to City. Said pro, rata share shall be based on Developer's percentage of the hydraulic capacity of said extension or other improvements. For the purpose of this Agreement, the cost of Developer's said hydraulic share shall be $ payable upon execution' o£ this Agreement. 2, With respect to utility facilities installed by Developer to which future developers connect directly, and ,in consideration for monies expended by Developer toward said facilities, City shall refund to Developer, or Developer's successors or assigns, solely from monies collected from said future developers, said future developer's pro rata share of the cost of said facilities. Said refunds shall be calculated on the basis of the Hydraulic capacity and demand of said future developer whenever feasible. The refund obligation of City hereunder and the benefits to Developer related thereto shall expire five (5) years from the date of execution of this Agreement. Said refund shall be made to Developer within sixty (60) days of the receipt of payment by City from .a future developer. Refer to addendum if applicable. G. Payment of service availability. charges and other additional aids in construction for. . . at a cost of $ 12. All charges to Developer shall be paid by Developer to the City in accordance with the following formula and procedures: A. The advance deposit for engineering, administrative and legal fees and the inspection and plan review fee upon the execution of this Agreement, a total of and B. Water plant capacity charge upon the execution of this Agreement, a total of $345,00 and C. Sewer plant capacity charge upon the execution of this Agreement, a total of "$7$035.00 and D. Meter installation fee according to the City's service availability policy at time of installation which currently is $85,0.0 per' 3/41�,meter upon application for hook-up of individual lots, apartments, multi-family lots or units; and E. Construction water based on meter readings in accordance with City's rate schedule; and F. Hydraulic share payment, in accordance with paragraph llr-1 of this Agreement upon execution of this Agreement, in a total amount of'$ " " and G. Service availability charges and other additional aids in construction in accordance with paragraph 11G of this Agreement in a total amount of $ . . . . . . . . payable . It. Any plaftit capacity charges, fees, or other charges due to City are intended to assist in defraying costs as to offsite facilities . and in no way are to be considered a payment toward the cost of onsite water distribution and onsite sewage collection systems which costs are to be borne by Developer. 13. City agrees to connect individual buildings and structures on the developed property upon application by the builders, plumbers or individual owners subject to the operating rules and regulations of the City and payment of all fees and charges in effect on date of application and compliance by Developer with all provisions of this Agreement. 14. The charges, costs and fees for any separate emergency fire protection water systems. for subject project will be subject to negotiations between City and Developer. if buildings of more than two stories are a part ofthe project, Developer shall furnish at its expense water pumps and other appurtenances as necessary for pumping water above. 15. All plant capacity and service availability charges, fees and other charges as outlined above are based on normal domestic sewage defined herein as containing not more than three hundred (300) parts per million biochemical oxygen demand or three hundred (300) parts per million suspended solids. Whenever water which contains more than these amounts is to be admitted to the sewers, both the City and the pollution control agencies must specifically agree to the connection. An additional charge will be calculated in direct proportion to strength at seventy-five cents ($0.75) for each part per million of either biochemical oxygen demand or suspended solids over three hundred (300) parts per million. All such connections shall provide for a suitable point for the waste to be sampled by the City or the regulatory agencies. An additional charge equal to the pro rata share of any additional sewage treatment plant costs above ninety percent (90%) treatment, and of the cost of any additional required outfall pipes to may be required by City. Developer shall have the right at all reasonable times to inspect the invoices of the City in order to determine that said funds have been properly expended by City pursuant to this paragraph. 16. Developer warrants that it is the owner of or the holder of a binding contract to purchase the fee simple title of the real estate described herein and further agrees to have all mortgages or other liens subordinated to the terms of the Agreement and easements required herein prior to any acceptance of the facilities by the City. 17. Upon application by owners, builders or their authorized representatives, the City agrees to connect the fequested dwellings or structures on the said property at no additional connection fee (i.e. , in addition to those provided for above in this Agreement) , but subject to the continuing operating rules and regulations of the City including, without limitation, the pegiodic payment of the water usage and sewer usage charges in effect on the date of such application or thereafter reflected in tine City's rate schedule. 18. This Agreement shall be binding upon and shall inure to the benefit of the Developer, City and their successors and assigns. However, in the event the Developer has not paid and delivered to the City the plant capacity and service availability charges, fees and other charges provided to be paid to the City by Developer wider the terms of tills Agreement, and all easement and conveyances required by tills Agreement, then this Agreement shall. not inure to the benefit of the successors or assigns of the Developer. 19. It shall be .�the responsibility of Developer to locate for builders any water and sewer taps or lines necessary in conjunction with residential or commercial construction. 20. Unless the damage to any onsite improvements are the result of the negligence or willful act of the City, its officers, or employees or authorized agents, the owner or Developer .of such property upon which the damage occurs shall be responsible for the payment to the City of such damage to City's property including all necessary and reasonable repairs which must be. made by the City or independent contractors engaged by the City to effect such repairs. If the owner or developer of the real property shall fail or refuse to pay costs of such necessary and reasonable repairs to cure said damage within thirty (30) days from the submission to the owner 'of a statement' for such charges, the City shall . have a lien against such owner's or Developer's property subordinate to those liens created by or under agreements of record it o£ such necessary and reasonable costs and prior hereto, for the payme expenses for effecting such repairs and restoration to such onsite facilities located upon the owner's or Developer's property. Notice of such lien or claim on lien describing the real property and the amount owed may be filed within ninety (90) days of the date from the last date upon which any such repairs or restoration were made by the City or its authorized representatives. Thereafter, the City shall be entitled to bring an action for the foreclosed under the laws of Florida. 21. Prior to final acceptance of the utility and other public facilities improvements by the City the following requirements must be met at Developer's expense: A. If the property is platted, one copy of the recorded plat shall be furnished to the City.' B. "As built" drawings of utility improvement shall be furnished one week prior to final inspection. "As built" drawings shall be certified by a registered engineer with the cost being borne by the Developer. Two mylar and three printed copies of said drawing shall be furnished to City. C. All lot corners shall be properly marked so that utility company or its engineer can, upon receipt of "as built' drawings, verify the marked water and/or sewer services as to location and depth. In addition, for purposes of locating and protecting installed service lines and valves Developer or his contractor shall mark each service line and all valves with an eight (8) foot pressure treated wooden post in the manner as shown on the design drawings and specifications. Developer's contractor is required to install curb stop, meter box and valve box on each water service and valve as shown on design drawings. D. All water and sewer services and valves shall be marked ' on the street curb by etching into the concrete or if no curbing is available, a two (2) inch square metal tag is to be nailed to the street's pavement and painted as .specified on design drawings, C. Developer's contractor shall furnish a one (1) year maintenance bond in the amount of 100% of the cost of the facilities installed. Tile bond may be in the form of cash, surety bond, or Irrevocable letter of credit, the terms of which will indemnify and save harmless the City from any loss, damages, costs, claims, suits, debts or demands by reason of defects in the workmanship or materials used in the facilities discovered within a period of one year from and after the date of acceptance by the City of the facilities. . C. A dill of Sale for facilities from the Developer to City. G. Conveyance of easements as required under this Agreement. If. A deed for .any anti all land on which lift stations or water stations or other improvements if required by City. 1. The title evidence, mortgage . releases and mortgage subordinations as required in this Agreement. . J. For onsite and offsite construction provide City an ' accounting of the actual costs (schedule of values) and releases of liens from utility contractors in such detail as the City requires. K. City shall have the right to refuse to accept title to Developer's construction until Developer's construction has passed certain tests, including, without limitation, closed circuit television inspection of the gravity sewer lines, witnessed by a City representative, to determine whether the Developer's construction is constructed in accordance with the approved engineering plans and specifications. Said tests may be performed at •least three (3) times: the first test upon completion of the system; the second test upon completion of all building, roads, paving, drainage, and all construction within the right-of-way easement area of adjacent areas. A third test shall be required if the City deems it necessary within a one (1) year period after acceptance. L. Letters of acceptance from' the appropriate regulatory agency for the water, and/or sewer system, are required prior to final inspection. M. A copy of the certified water pressure test and force main test as applicable. N. The certification by the design engineer that the system was constructed as designed is required prior to final acceptance. 0. Pump performance test on pumping stations if applicable. y , 22. All notices that may or must be given under this Agreement shall be in writing and shall be valid if mailed by United States registered or certified mail, postage and charges prepaid from addressed as follows: To Developer•• r To City of Atlantic Beach City Manager 716 Ocean Boulevard Post Office Box•25 Atlantic Beach, Florida 32233 IN WITNESS WHEREOF, the parties hereto have executed this Utility Agreement the day and year first written above. Signed, sealed and delivered in the presence of: De er - Witness ity of Atla ti Beach Witness - 14- �: .DEPARTMENT OF BUILDING 8999 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. �+ PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date August 11 ig 87 Valuation$ Fee$ �. i This permit not valid until abow fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that AIR ENGINEERS, INC. i has permission to AW install heat/air 5400 T 1It�fMT Classification NOW ReSidential Zone Owned by 8672 1 11 1 v29/9 Lot_ &f 2/ Block Unit II S/D Oceanwalk House No. 2225 Oceaanwalk Drive West 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 zi from this work must not be placed in public space, and must be cleared up anduled away by either con- tractor, owner.. Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER BUILDING AND ZONING INSPECTION DIVISIOt4 C7� 7 CITY OF ATLANTIC BEACH r ATLANTIC a[AGN, FLORIDA 32273 APPLICATION FOR MECHANICAL PERMIT CALL-IN NlfMtr IMPORTANT -- Applicant to complete oil items in sec/tions I, 11, III, and IV. .00ATION st►..t Address: // >F Inle►seclinq Street%: Between And WILDING Sub.d(vislan 1, IDENTIFICATION -- To be completed by all oppl;conts . to consideref(on of petmit given for doing the wort as datco'bed in the abc-a tirelemo I we hereby agree to perform said work in accordance '•'+ with the attaclud plan/ and spec;l;cations which are • part hereof and in accordance -;f). the City of Jacksonville ordinances and standards of good.proctice listed therein. 4m" of Mochan{cal — Contractor, :oM►actor IPrint) — ' Master radio at 0troporty Owner + Mzof Omar S;9nature of lead Agaet Architect or Engineer 11. AiIW AL INFOR N ke Type of healing fvol: B. �/� 15 OTHER CONSTRUCTION BEING GONE Oy, ,l Eieritic THIS BUtLO1NG OR SITE? 0 Gee—❑ LP ❑ Natural ❑ Central Ut;Gty IF YES, GIVE NUMBER OF CONS��T 0 11� Q Oit PERMIT LSL( Q Other — Spoofir IV,#11fll Ht JII AL I*UIPMfINT TO Of INSTALLED ��R'31dentlal OF WORK gempleto lift of eempale is OR back of Ak fo�+R) or ❑ Commercial ;7H"o a t O Space O Recessed t3" Gn►►al O Row 8 u I I d I n g �r Coodtfleftleft ❑ R m Cantel ❑ Existing Building Tblck...• Ir ❑ Re lacement of existing system ild" f�f Syffem: Mahtia � -^ Maximum capacity 4- c,f,,,, Naw Insisilatlon(No system previously Installed) •• ' Q Ref►igerefioR ❑ Extension or add-on to existing system ❑ Other — Specify Q Cooling #*Baer: capacity 9•prw. ID Rn sprinklon: Number of heed Q• 113"atee O Monlift O EwAlstor (Rumbor) THIS SPACE POR OFFICE USE ONLY E3.1:Gaso{{M Pumila. - -(number) (ReN1MedI Q, Tonka (number) Remarks 0 LPG amtelae (number) p Unr►red poauro ver" O Wailers Porm;t Approved by Dat+ ..�..�� Q Other — Spodfy Permit F.. UWr ALL EQUIPMENT AJU COM "011e 1NG AND RRPRIBBRATION P.QUIPMENT .� pperae!! ItumbetrVfa atto Deeeriviloo Modal Mainuebimr {'foess)Y J►ppa�s rr r HFATING • FURNACES, BOILERS, FIREPLACES apacstr AA&VO Mmsber Units Descriptionato4el NWra� Wm)umber YeauSae ) 2,011 i A TANKS 310W X&ny Nalnbw C"dtr Type Liquid Nam. Ot Somal ApprovLng a" Dlmee"icals Oontainod X nufactuxur No. Agency CITY OF ATLANTIC BEACH No. 5713 FLORIDA Sept, 28 1987 NAME Racers- Joseph ADDRESS CITY Re..inspect Fee #01 369-9000 A I D.' I $10.00 2225 SEP 2 81987 1x91 Oceanwalk Drive West When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER CITY OF ATLANTIC BEACH, FLORIDA �- Approved Y AP PLICATIfeON 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. isali 6591 St. Augustin® Rd 39 - _ R#I�IiI: :F1 32207 MWER E E T 1 1 est NAMEFJA- 1161""is��► r. ADDRESS:It ZV5�u►.wWgt,.+c N, tillcil , RFD BOX BLDG.SIZE 3f— 44LO BETWEEN:ccFsJW-%L V, Sv4. bt',u. RES.( ►'I APT.l ) COMM.( 1 PUBLIC( 1 INDUS.1 1 NEW( ) OLD( 1 REW. l 1 ADDITION ( 1 TRAILER I ) TEMP.( 1 SIGNS ( 1 SO. FT. SERVICE: NEW( 9/ INCREASE( 1 REPAIR ( 1 FEE MOUCTOR SIt AMPS COPPER f ALUM. TCH'OR BRffAKER ZOO AMPS PH W e4v VOLT RACEWAY @XIS?.SERV.SI EAMPS PH W VOLT RACEWAY FEEDERS No. SIZE IND. SIZE ' NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-30 AMPS. 91.100 AMPS.' SWITCHES INCANDESCENT FLUORESCENT 4 M.V. FIXED' 0 100 AMPs. OVER APPLIANCES BELL TRANSF. AIR ` H.P.RATING H.P.RATING CONDITIONING ICOMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT OVER MOTORS H.P. VOLTAGE PHS NO. 1 M.P. VOLTAGE FHS i SCELLANEO )"te .r ._Wi Zi gz%j Cie ! TRANSFORMER : UNDER 600 V. OVER 600 V. NO. I KVA IND. IKVA NO.NEON TRAN0. N0. VA. I MA.: MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED = JIU480 i _A I TOTAL FEES 3591 St. 8ry 8100tria Co., u8usine Rd. 39&-fig Jaoks villa. F'1., i II V O� CITY OF ATLANTIC BEACH �--- APPLICATION FOR PLUMBING .PERMIT r JOB LOCATION PLUMBING CONTRACTOR LICENSE NUMBERS OWNER /' `, 1`h(ix ��C> BUILDING CONTRACTOR TYPE OF BUILDING SINKS SHOWERS LAVATORY _WATER HEATERS _BATH TUBS DISHWASHERS URINALS DISPOSALS � CLOSETS_ ( WASHING MACHINE FLOOR DRAINSrOTHER ,TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE , AA CITY OF 716 OCEAN BOULEVARD P.O.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 April 29, 1986 T0: L.B. MacDonell, Chairman Board of Adjustment FROM: Richard C. Fellows, City Manager SUBJECT: RESTRICTIONS AND COVENANTS The City Commission and City Attorney discussed at some length, at the regular City Commission meeting Monday night, the status of restrictions and covenants in Selva Marina. The Commission has suggested for your guidance, that residents of the subdivision who approach the Board for variances, be carefully instructed the board's deliberations will make a determination as to whether or not a variance is legal and possible as far the City's Code of Ordinance is concerned, but that any decision of the board will have absolutely no effect on the covenants and restrictions in the neighborhood. A person who is in conformance with the City code, but violates the restrictions and covenants of the subdivision, stands at risk of a homeowners suit which can be brought by any affected person in the entire subdivision. Applicants in these units wishing to appear before the board, will be asked to sign a statement they have been informed of the restrictions and covenants and are proceeding at their own risk. Each applicant will also be asked to submit documentation from the surrounding homeowners indicating there are no objections to the proposed change. The City Commission has also suggested the Board of Adjustment keep in mind exactly what a variance is. Variance, as used in connection with the provisions of our Zoning Ordinance, .means a modification of the Zoning Ordinance regulations, when such variance will not be contrary to the public interest and when, owing to conditions peculiar to the property and not the result of the actions of the applicant, a literal enforcement of the Ordinance would result in unnecessary and undue ' hardship. A variance is authorized only for height, area, and size of structure, or size of yards and open spaces. Please contact me if I can furnish you with any additional information. cc: City Attorney vcCommunity Development Director MINdx-rs S OF THE REGULAR MEETING l THE ATLANTIC BEACH CITY COMMISSION HELD AT THE CITY HALL ON MONDAY, JUNE 14, 1976 AT 8:00 P.M. PRESENT: William S. Howell, Mayor-Coz;unissioner Robert B. Cook Alan C. Jensen L. W. Minton, Jr. , Commissioners AND: Robert C. Vogel, City Manager Oliver .C. Ball, City Attorney Adelaide R. Tucker, City Clerk ABSENT: James E. Mhoon, Commissioner - Out Ill The meeting was Balled to order by Mayor-Commissioner, Mr. Howell. The invocation was given by Commissioner Minton, followed by the pledge to the flag. The minutes of the meeting of May 24, 1976 were approved as written upon a motion by Commissioner Jensen, seconded by Commissioner Minton and carried. The minutes of the special called meeting of June 7 ,1976 were approved as written upon a motion by Commissioner Jensen, seconded by Commissioner Minton and c The Mayor called for visitors in the audience that had anything to bring up that was not on the agenda. fir. George Bull, Sr. obtained the floor and gave a lengthy talk on the City ' s participation and cooperation of maintaining liaison with the Architectural Control Committee of the various units of Selva Marina Subdivision. He related that there had been several instances of the City issuing permits for a fence and several auxiliary buildings in the recent past that were in conflict with the deed restrictions and did not have approval of the Arthitectural Control Committee. Mr. Bull pointed out that the property owners with a 5?0% vote could take over' the Architectural Control Committee and ch-arge the covenants and restrictions as deemed necessary by the said committee. The Mayor pointed out that the City did not have at th .s time, nor in the past, legal authority to enforce covenants of a deed restric- tion, and if anyone presented plans that were: in compliance with the City ' s building code and insisted that they not be required to seek approval of any Architectural Control Cormm.i`ttee, then the City had no alternative but to issue the permit and tha" it was solely the responsibility of the property ownors and their at pointed committees to police and enforce the subdivision rentrict.ions and, if necessary, to persue the enforcement in a court of competent jurisdiction. Page Two Minutes June 14, 1976 The Mayor .again emphasized that the Constitution of the State of Florida and the Charter of The City of Atlantic Beach does not allow a duly elected governmental body to delegate their duties and responsibilities to anyone that is not part of the government. After much discussion, it was decided that the building department would advise Selva Marina property owners of the deed restrictions befgre issuance of a.permit and if approval of the .architectural Control Committee was not received, a notice would be typed on the permit stating that said property owner could be subject toa suit by the property owners of Selva Marina Subdivision. ' City Manager' s Report Mayor HowelLstated that the Commissioners received a copy of the City Manager' s report and no discussion followed on the items in the repo.tt: steps to Beach on 10' Draina a Easement n roximate�50' North of 7th Street �..'a 7 i Mc.yor Howell stated that due to the installation of the french drains on 7th Straet 'it would be an.,exercise in futility to install steps to the beach due to the fact that they would have to be 'torn down in September when the Beach Renourishment P;;pgram was started. Donner Park Mr. . Vogel stated that he received a price on a pre- f?.bricated building for Dopner Park and stated that he wanted to verify the price with the manufacturer. He also stated that he had sevq�al electrical contractors working on the lighting bids ar3d"hoped that a complete coat estimate would be ready,-by the next regular meeting. 14al�or Howell stated that if the price estimates came in prior to the next meeting, a `special meeting would be cRlled for the purpose of taking action on funding and 4.mnlementing the proposed work schedule. C?.11 for Bids for Water Meters Mr. Vogel proposed that bids' be sent out fox' all types of water meters for a one year supply. Upon ,a motion by Commissioner Cook and seconded by Commissioner Jensen, approval was given to call for bids on water meters, i DEPARTMENT OF BUILDING 90 0 0 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO.-, uy V PERMIT TO BUILD 94010 r THIS PERMIT MUST BE POSTED ON JOB 94*DOCKT +i Date August 11 1987 i 52 i A sO1Old C1UC4 Valuation$ Fee$94.00 6152 1 A 9/15/6. 10011 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. I This is to certify that Alpha. Services CFC032621 has permission tO)VA X install plumbing Classification New Residential Zone RS-1 �i Owned by Boxers Joseph Lot OX al Block Unit II S/D Oceanwalk House No. 2225 Oceanwalk Drive WEst 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 I J „ AFTER DATE OF ISSUE 1 4----01 4 0 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- tractor or owner. 'I ,j / Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER IIII WATER WS CITY OF 0AWS C haA Wpartmlent of 'Nnildirtg Anoprrtion 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. Use Classification Bldg,Permit No M1 t�tDistrict u"f., f. 1 Group Construction Fire Distr Type Construction Owner of Building _ Address Building Address r, 't- '.`lt'+ ' } `�'t'beality By. Building Official Date: ►O*T IN A CON{►ICUOU• ►LACI BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: March 14, 1988 Building Contractor: Rogers Joseph Building Permit Number: 8998 Address: 2225 Oceanwalk Drive 1 est Legal Description: Lot 21 Unit II Oceanwalk Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as ---Single Family --------------- Lowest Floor Elevation: 9.75' ---------- ---------- ---------- required as built n/a Sales Tax Certificate: date submitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY: Fire Chief 3_/_1_4/8_8______ Public Works ----3/14/88 ----- --� / - � --- Planning Director 3/14/88 Building Inspector ---3/14/88- MA p SHeyING BOUNDARY SolWPVEY OF LOT 9/_---..-- BLOCK_ st-YOWN ON MAP OF OCEA Al WP 4 ,< UA,1 r 7W 0..-.--. ------ AS IN PIAT- BOOK__4.?—PAGES 13 D ?NE rlj/jq PFCOPOS Or PUVAI CO F1 A CERTIFIED FOR Ftaelx commEOCIA(_ WF5 7- W/9 LAI' 0 4 A o A 0 T 7 p ("X e 0 7- 03 .1-4 , _j,/777;T, 117 ne) , /07 8 lT7- 0. ItI7 RFAf?.TNC,,S BASEL) ON PLAT AS c_,H(lWV I HEREBY CERTIFY -THAT THE 407 SHOWN HEREON 1.1; IN THE .5flfCJ4L r-L.000 HAZARD 7.0/vF A AS SHOWN ON FL 000 INSURANCE RA TE MAP e 4 5 FOR 71-IF Cl T Y OF JACASOA41L I F, FL OR104, OA TED ALL AMERICAN 'SURVEYORS, INC. LAND SURVEYORS - 42-:)O 1000 n0V? IAC/,ri7,VLJl IF r,'0prr),t, RESPONSIBLE SUPERVISION AND 171f?C-r'7J0N 7HA7 7"r/7F ARF �VO ENCROACHMENTS ExCEP7 A57 4WOWAI AV? 71MT 7W SURVEY SHOWN L F f-,EN0 I HEREBY CFPrIF'Y TJ�A7 fl�F A801'f- LAWS WF/7E St)f?VFYFL? IJNI)r-17 M� @ CONC. MON. HEREON MEF-TS THE mrN.rmum TF1714',7CAL 57AA10A1705 SFT FORTH BY' THE IRON COR. FLORIDA BOARD OF LANO SURVFYORS rWf?S(lA,1lT To srcuom (SET WI7_,q CAP FL ORIOA, 5 TA TU 7 ES SOLS 3857) AMERICAN ,IAhtS I). 1-.'Alt?fWSr,7IV. P. L . ;, Nn. 2647 _X_FENCE t. Y EOVF'. r, L. 5, yo 4144 KSURVEYOR 0 IRON con. SCALE (FOUND) CROSS CUT _ ZV."B ? REGIO FRED s TA rE OA TF In OF on.TvA 8 F. R. Q(ol 7r ORDER r t{' ,,, 'V} DEPARTMENT OF PUBLIC W�9R� off 1 \ 1200 SANDPIPER LANE ;ATLANTIC BEACH,FLORIDA 32233-4318; TELEPHONE: (904)247-5834 L I y} I FAX: (904)247-5843 SUNCOM: 852-5834 L i>. http://ci.atlantic-beach.fl.us F'4 PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 03 - 2:707 Z. Applicant: C) E1• r)q 1 L-(-- Address: 2 Z C ��4-►-5 W P�t-1� Vroject:. j- -t V 4D cn o-i,,l o Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. a Your permit application has been reviewed by the Public Utilities Department and the following items need attention: TNis i3 ENE 8tri AU- 0.)T5 Mtln 131E T- V . 0 _p ,eai A-401 4 a Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Revi wed by Donna Kal mak, Public Utilities Director Date U- _ Signature Contractor Notified Date i►y, led /o-dX o 3 DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 FAX:(904)247-5843 SUNCOM:852-5834 .,' http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 0 3 ,;t 7 O 7,�- Applicant: efid4, 21- 11 Address: .9 :225' octaf l tloal k d1l" Proj ect: Do Qe LJa Your application is approved as noted by the Public Works Department. Final ' \ application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department and the following items need attention: Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works Date to zlCI_,,- Signature Contractor Notified Date 4 rf �ar� CITY OF ATLANTIC BEACH 1J � CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY�,44401EASEMENTS 904-247-5800 800 Seminole Road Atlantic Beach, Florida 32233-5445 Fax 904-247-5845 Date 10 9/0:5 .. PERMIT# ISSUED BY THE CITY Job Address Permitee: ?ZZ L Telephone# 970 -5010 Permittee Address L4JA L 4C Requesting Permission to Construct: Q ,Y,� r Location: (Reference to Cross-Street) —6c- WX t N a L 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas Yes ( ) No { ) Date: Comcast Yes( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of `T(-c.- (Contractor's Project Superintendent) located at /4vme D,,J-JIFeL Telephone* a70_70J v 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER �Ou HENRY R.PROCTOR Signed: Date p o c Notary Public,State of Florida Si g g = n My comm.expires June 13,2005 Before me this day of <.. o` i6 thelcounty of Duval, No,DD 033798 State Of Florida,has personally appeared Notary Public at Large,State of Florida,County of Duval. My commission expires: 1�._-- _C 5 Personally Known: --co c� or Produced Identification: MAP SHOWING BOUNDARY SURVEY OF LOT 21 ACCORDING TO THE PLAT OF OCEANWAtLK UNIT TWO AS RECORDED IN PLAT BOOK 42, PAGE(S) 13, 13A, 13B, 13C & 13D OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. z .-4 z U b{ 0 X56 S J z a pRAIAGE LIILI771Ev — 6 Wz LAKE Q - - o � C14 0 APPROXIMATE EDGE V1 LZ4 W .� — Of WATER O tsl F ----- ------ I= _—!A RETAINING WAIL a w 3 0 � LOT 21 N WOOD W000 DECK STEPS ll� F- 1/2' CAP6.5' CV Q UNREADABLE i— 2.8' (V H 10.4' 6 4 0 11.4' .4 w 0 50.(r_--— A 'L �• N .a N p�p•21, E .o ♦ 1/2' 0 CLOSURE UNE 99.1p' (y) S.S.S. H k6 ONLY N L.B. 3624 N w 0) V4 2`6 U 1-STORY BRICK 2.0' V� a :. W/30' EAVES �h NO. 2225 a k CONC. O � 65' WOOD COVD A/C 4 a 2.8' RETAINING BRICK PAD ` WALL TYP. W 6.0'N12.9`v 6.6'M 12.9' 18.0' 9.2' �O b a 0 In m 4.6 - 3 C) , / 4 A/C 3 DRIHE 0 0 13.8' Cl wv.. 8.1' 7.3'N 0.3r 7.3' ' n r: C-4: 21.54' (R) /21.60' (M) 0.5'J 34.44' (R) 34.14_(M) *AI 1/2'0.6BEARING REFERENCE UNE 1/2' S.S.S. S.S.S. R. 1254.54' L. a 90.22' (M) CLARY L.B. 3624 L.B. 3624 5 03'34'12' E 90.20' (m) ASSOC. N 03'34'12" A' 90.00' (R) OCEANWALIC DR/VE WEST 111,50 1 /?/W) PAVERSYSTEMS' build an us I 226. 70imm ler gth f�«"� IhiclCnEs', StaReS ��r S�,Ft. By blending old world charm •with a modern flair, Key W!+ether thz statement ynv want t:s mak<s+ s„bt!e of bold, L4tgo pavers elevate you- des gm versatility 'hroughcut ((PmtC-CIV,)ry v' cla,uir, PevrrSvetrm•, heti tN'C,O!0r5 you nZed F'lon•.^ i'.{rrrmc( ai.•�o.v�x;r�r fn, J•.a-cable calors Furooc and North America, you .vilf find Key Larso in Stunning residential sidewaIs and patios, as an attracti"e accent in city streets or as a fucctional addition in commercial apc,lir.atiom, i , ...' � "• .'^�`,^ •' by eyLdrgo itl ler io Ck lnO nfre f Faye.' N . :r4 4Q,10 ,I)117 < I 'i,/ VA4 S41 '577'.730 uvF Key Largo Spread the joy 'rt-m Keo Uvgc. 'cl6ri1q, IJ8f`C1'/Of PINP Witt' irci !t�! cot 'r.:r Kpv It, :;,I,l G: Runt Er RfI�A f Front:Ko rlj�.Na,: )i Jpper loft: n(".0t, Below:Invltmq KeY LargO Ot vewiY ir�w,qt,t pasisis Inset:MOfi-coio,ed Ker I v 9L, pe!!:iii The Pav"vstems Oumuty Auur*nce— PAVERSYSTEMS' GUID9LINE! FOR sASY INSTALLAFION PAVERSYSTEMS'" Q builae oe ua PLANNING LAYING TN!< PAVE0 b5ake a d,49ram of r,,,r arca to be Select the paver patten•of Variety of Shapes and Colors paved chis«ill aasisl a oeterninieS your choice.To ensure proper :na quan'it'y Qe pdven. d•,d other placement,tUrt with a 90 deyee Pavtrrsystern"� Interle�ckrng pavers are acarldUlc +1 J .vK.,: range of shapes and colors. The flexib,lity of design ss umlted materiali requ=cd angle Lay pavers gently on the only by your in egsnat::,n 'W'fth tine large palette Of =O er:: lncddr,g sand;tpa sure to place eater paver directly against another and variety if shapes, int: can turr +n overage project int. P R t PA N A T I O N :.onstantly check r,yw alignment a Spectacular one. Stake out an area 12'-toe,than the by inttal in?pa•per,dicular string High Strength Concrete atea to br pdved. Before beg,nning lines; main sure each pave,is Paversystemr\' u'terl'��kiilc pa+ere have ur'. 3verd0e st-,dngth exu"at,on,check for any under aligned to:he strings. of 8k)OOpsi and ar{ average adsoret on of S% or less, Our Sto„nd cables or pipes to cnsu,e you pavers meet or exceed the regerement, of P,,ciTM C9]6 Non't hrr,them whiie diysng. 0 Immediate UseCUTTING PAVIRS © Uvng a straight edge,measure and &Ice Paversy5tem�- intZ'ocicing oavFr, ndve Ce2r, EXCAVATION mark each paver ti,at reeds to be completer; installer,?, lilr;y are reedy for : Tmediate us..' rhe following s[ha noerrdl co /" paver splitter or masonry Th¢!c is rlo •,aiting for a Curing time a; .Kirk other types fir axcavaGon dcoth requtrea saw is recommended.Aher stones pavement 5ystcfrti • PAVERS &m(231 19') hive beer,cut or split,place them Low dost Repair '.PAVERS .._ arm(3 11' m poittian and fill adv smell gaps Paversysterni pavvr tntvlock'Wit?I sane oints. rhe: alrr]ws SAND 7 Nth sand for the pavers to be reddiiy removed for repair of sub . BASE - typcal a to /!� surface utilities and -6r) rzp!acrn3 the sdrte units tc. 121. 0 Ccpthafbasedependsonusr; COMPACTING Complete the renru conditions enc traffic njex After all po••ers are in place and A Smart Investment 0 the edge restrainn completely sec. Pavervy',telnr int@rf C,ck.l's pd,et; arc pf3,en '<: t:: BASE PREPARATION tamp the pavers into the lagtminq HconoMical ��,Cqu sihun mats mayLie iorrrGwvndt r'righe! cchan 11.ompact the surfdcr,or the: senq u;,ng a plate vibrator.',YAcn Con'✓gnt'on3i types .f pa'�ementS But unlike asphalt ano exr-avated area(tub-grace/ the entire surfa,te ias been com• l k pavers are >'rrtudll rrlaintenarKr '•II'^iti c'usned dense 9ruded patted,aprtsr sand over tine surface Concrete, Cur Inter i>C tng y free. L�.fe-<ycle .OStS dre rtlnimizz anis prcpLrty values dre, aggrcgatN;spredd, sr;eed and .Ind conp;act the area agein. increased compact the base `m+ ►INI3NING Ilil EDGE RESTRAINT Spread core sand over the.psvwx PVc concrzte tot or Coriereta end "weep t t},oreughly into all tl+c 4 m, nit al! reconrrera d ones. Sweep In several directiors. iujq •ettramt is essentiai to ail 7H,.process snould 6e repeated s prr:jacts it o'C+erts Pavers pvrr sevelai day-. + fr. t N�Tt I .. SCREED T N t d err rn:..r—6"or.,vet co f al produc an e d g ep BIDDING tANP °`a,,.ob Fay esti rl wrrelra,..,,.pee .Nae,.e{ae Before the pavers can bt Placed,d ,now,f—-1e6,,q Froar.ctna podars ° , 6 6•,. 1 red of Concrete Senn must be ...env. 6,,. �.W , a r+ v• e w Greoared Place two 1 evaad Falls E6l•...rnK,..,,or a.o,cba-sear.,ark. T• + I70railol to one another o to a -.d<cr�°cen,rete o�otiu<„ "M,.eeu,ranoa n dod't Crag along strarg,t 2' a b • ,r-+v o.v�mrnml!o e6e w,'io,m.n:•�,!a,. ue...,Ped bq acceataa coard over the screed raiis un0 all ;�,•h..nnmr:pFeromrnon .ods and high scot:are PHONE \X s1C0 i 5c :4 J t A Ni PA a;?+ ;ART,-t 3 " a"W ;AR-\SC7,+ Designation: C 936 -- 82 AMERICA14 SOCIETY FOR TESTING AND MATERIALS 19113 Roca St.,Phitadetphta,Pa. 19103 Reprinted from the Annual R wk of ASTM Standards,Copyright ASTM If not listed in the current combined index,will appear In the next edition, Standard Specification for SOLID CONCRETE INTERLOCKING PAVING UNITS' T4s.,standard is issued under the Cased designation C 936;the number immediately following,the designation iodirAW3 the vear of original adoption or,in the case of revision,the year of last revision.A numher in parentheses indicates toe year of last rsapprovat.A supetucript epsilon(E)indicates as Witonal change since the last revision or reapproval. 1. Scope Mineral Admixture in Portland Cement 1.1 This specification covers the require- Concrete' ments for interlocking,concrete pavers manu- 3. Materials factured for the construction of paved surfaces. Units shall not be greater than 6 th in. (160 mm) 3.1 Cementitious Materials—Materials shall in width, 91/-2 in. (240 mm) in length, or 5;�2 in. conform to the following applicable ASTM (140 mm) in thickness. specifications: 1.2 Concrete units covered by this sperifi- 3.1.1 Portland Cements—Specification cation may be made frolightweight or normal G 150. m weight aggregates or mixed lightweight and 95, Mended Cements—Specification 5 C 595. normal weight aggregates. Types [S or 1P. 13 When particular features are desired, 3.1.3 Hydrated Gime, Type S—Specification such as weight classification, higher compres- C 207, sive strength, surface textures, finish, color, or 3.1.4 Pozzolans—Specification C 618. other special features, such properties should 3.2 Aggregates shall conform to the follow. be specified separately by the purchaser. How- ing ASTM specil-ications, except that grading ever, local sellers should be consulted as to the requirements shall not necessarily apply: availability of units having the desired features. 3.2.1 Normal Wei&ht—Specification C 33, 1.4 The values stated in inch-pound units 3.2.2 Lightweight—Specification C 331, are to be regarded as the standard. 3.3 Other Constituents—Air-entraining ad- mixtures, coloring pigments, integral water rc- 2. Applicable Documents pellcuts, and finely ground silica &!tall be pre- 2.1 ASTM Standards viously established as suitable for use in con- C .33 Specification for Concrete Aggregates' erete and either shall conform to ASTM stand- C 67 Sampling and Testing Brick and Struc- ards where applicable, or shall be shown by turas Clay Tile' test or experience not to be detrimental to the C 140 Sampling and Testing Concrete Ma- concrete, sonry Units' 4. Physical Requirements C 150 Specification for Portland Cement` 4,1 Compressive Strength—At the time of C 201 Specification for Hydrated Lime for Masonry 1>urposess 'This specification is under the lurWictioo of ASTM C 331 Specification for Lightweight Aggre- Cosrunmee C-27 on Precast Concrete Praducu and is the aces for Concrete MasonryUnits' direct responsibility of Subcottunittee 021,24 on Architrc- tural and Structural Products. C 418 Test for Abrasion Resistance of Con- Current edition approved Feb.23. 1982.PubLahed Marcb trete by Sandblasting 1982. t Annual Book of ASTM.Standards.Parts 14 sad 15. C 59' Specification for Blended Hydraulic 'A nnual Boak of ASTM S+andards,Pan 16. Cements' 'Annual Book of ASTM Standards,Parts 13 and 14. C 61 F. Specification for Fly Ash and Raw or 'Annual Book of ASTM Standards,Part 13. 1 Y ,Annual Book afASTM Standards.Parts t4 and 16. Calcined Natural Pozzolan for Use as a .4nnuai Book of.4S:.N Standards.Part 14. � } C 936 delivery to the work site, the average compres- 5, Permissible Variadous In ;Diroeeaiosts sive strength of the test samples shall be not 5,1 Length or width of units shall not differ less than 8000 psi, (55 MPa) with no individual by more than *1/tn in. (f 1.6 mm) front ap- unit less than 7200 psi (50 MPa) as required in proved samples. Heights of units shut!not differ 7.2. by more than ±4 in, (t3.2 mm) from the NOTE—It is the consensus of the Task Group that specified standard dimension, All tests shall he compressive strength does not truly express a signifi- performed as required in 7,2. cant Property of a paving unit. )father, a flexural property evaluated by means of a tensile splitting test Visual Inspection will be mote meaningful. Accordingly, test data are to be developed by NCMA and C 27 will do an 6,l All units shall be sound and free of evaluation of existing data to arrive at a specification defects that would interfere with the proper value,using the test method of ISO DIS 4180. Upon placing of the unit or impair the strength or com lotion of these tests,compressive strength values will replaced by a tensile splitting requirement. permanence of the construction. Minor cracks incidental to the usual methods of manufacture, 4,2 Absorption—The average absorption of or minor chi rn resultin from eustorma the test samples shall not be greater than ' % methods of handl shipment and delivery. ry with no individual unit greater than 7 % as g to p ry. required in 7.2. shall not be deemed grounds for rejection, 4.3 Resistance to Freezing and 7hawfng-- 7 Sampling and Testing The manufacturer shall satisfy the purchaser tither by proven field performance or a lat+o- 7.l The Purchaser or his authorized repro- ratory freezing-and-thawing test that the pav- ing sentative shall be accorded proper facilities to units have adequate resistance to freezing inspect and sample the units at the plaice of and thawing. If a laboratory test is used, when manufacture from the lots ready for delivery. tested inaccordance with Section 8 of Method 72 Sample and test units in accordance with C 67, specimens shall have no breakage and Method C 14+0, except as required in 4.3. not greater than 1.0% loss in dry weight of any individual unit when subjected to 50 cycles of S. Rejection freezing and thawing. This test shall be can- 8.1 In case the shipment fails to conform to ducted not more than 12 months prior to deliv- the specified requirements, the manufacturer ery of units, may sort it,and new specimens shall be selected 4.4 ,abrasion Resistance— When tested in ac- by the purchaser from the retained lot and cordance with Method C 418, specimens shall tested at the expense of the manufacturer. In not have a ,reater volume loss than 0.915 in.' case the second set of specimens fail to conform per 7.75 in. , (15 cmper 50 cm) The average to the test requirements, the entire lot shall be thickness loss shall not exceed 0,118 in. (3 mm), rejected. The Amencan Socrrt, for Testing and .44ateriali takes no position respecting the volidin of any patent rights asserted in connection with anti iter+mentioned to As standard. Users or this standard are ezpressiv advord that determination of the vaGdin• of any such patent rights,and the risk of infringement of such rights, are entirely their own rtsponsibilit►'. This standard is rub/eci:o revision at an, timr by the responsible technical committee and must be reviewed every five years an4 if not revised,either reapproved or withdrawn . Your comments are invited either for revision of this standard or for addkiona) standards and should be addressed ro AST.!Headquarters. Your comments will receive careful consideration at a meeting of the responsible technical committee,which you tufa)'attend,If you feel that,your comments have not received a fair heaebeg you shorld make your views.known to the ASTM Cammutee on Standards,1916 Race Sr,.Philadelphia,Fa. 19103. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 u INSPECTION PHONE LINE 247-5826 �Jr3l�} Application Number . . . . . 03-00027072 Date 10/13/03 Property Address . . . . . . 2225 W OCEANWALK DR Tenant nbr, name . . . . . . DRIVEWAY ADDITION Application description . . . RIGHT OF WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --------------- ----- ---- --------------------- - - - DENDY, BILL OWNER 2225 OCEANWALK DRIVE ATLANTIC BEACH FL 32233 (904) 270-9010 ---- ------------- ---- - -- ------ - ---- ---- - ------------ - ---- - -- - -- - ---- -------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due --------- - --- ---- - --- ---- -- -- -- -- - -- - - --- - ----- - --------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 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 cC: CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT L. ins . Doerr ' 800 Seminole Road y�) Atlantic Beach,Florida 32233 v (904)247-5800 j,, (904)247-5845 Fax Ti PLAN REVIEW COMMENTS Permit Application # CJ 3 — O Z J Property Address: 2� • C � Applicant: Project: 1 �[�UC/C AD c)t,-n This permit application has been: La'--Approved Reviewed and the following items need attention: " Please re-suby' your applicati nhen these items have been completed. Reviewed V. Date: CITY OF ATLANTIC BEACH ' CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS �. 800 Seminole Road — 904-247-5800 r Atlantic Beach, Florida 32233-5445 Fax 904-247-5845 p +- Date 10// /0:5 [PERMIT# ISSUED BY THE CITY Job Address !�c `ir 1)Ce4X+J WO(LV, Permitee: Telephone# 9201010 Permittee Address 222 lrJ�"CAft-)t..JA L V, Requesting Permission to Construct: Q�D T n� O ►�2zuC w c��,. O F Location: (Reference to Cross-Street) 5c-WX L N a L rz- 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas Yes Yes( ) Date: Comcast ( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of `SWT" (Contractor's Project Superintendent) located at /4vm 0 -„).-JI2 _Telephone#: 970 ''vJ L> 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with 30 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. 0WINEIRen HENRY R.PROCTOR 1P 6°Os Notary Public,State of Florida Signed: Date f� i C. My comm.expires June 13,2005 Before me this day of A th County of Duval, No.DD 033798 State Of Florida,has personally appeared Notary Public at Large,State of Florida,County of Duval. My commission expires: '.. —C-1 Personally Known: —+ccs r, or Produced Identification:_��-�c -41” PAVERSYSTEMS"' build an us I 44Amw. I talmm i¢rglh Os.,.,, key acnes per sq.Ft tcncti ort ,n ":ete' 8y blending old world ckarm w th a rnodern flair, Key W4,¢ther the statement yap Nant to maERc� subt�>; o,bold, Largo pavers elevate you, des gn versatility i h,ougheuf Pal rsystcn+,, has the r,r,l<us vc?u ^r.rd Flr,s.2 r.{c:c^cr p,,,t o•� ,u,r�r For a"a-table colors Europe and North America, you 'vi'l find Key I_a`go in sturininQ residential 5tdewa'Ls and pat�..o4, as an atttact!'e accent in, city Streets or as a fufctional additior, in commercial application-, 1 ; O \eyLdrqo +nter lof.king rc!'ir,YPft, pave•' t, cj v :arok').R*,10 L),14, '-r- 1 7 Q 61)17'N 11 1211- jime'. F ol? 1800!356 ,"82 0 LIJ jai 'il, 9',,2a :$41 ;17'7'1790 f VVIC'I YLI.J !.)VF'yn�r .'lc i.:!'.' Key Largo Sprfiacl the)(-jy of 0C..town 3f1'*:1 Vat"Ct'/Of rjo,", IV wilt' Ke, (.,;rc.;(i 1 kVc.k v 110 QXiLl"S 40 'W14 �rnr KRv 'j''f3 t;t- :11'i'(: RLM'er GO �i P'7 Front: ",j, JpPer left!k Below: mitfig i(ey LaIDO or vewj> irn ort OaI;Jois Inset:IAlOt,.io, J Krt i vju vvw LS The Paver9vatems Oualfty Aleurons'"'rl-.: PAVERSYSTEIMS" GUIDELINES FOR EASY IN1ITALLATION PAVERSYSTEMS'" build an fix 0 Q PLANNING LAYING TNR PAVEAL ,\.1aka a d 4glam of ere area to bit Select the paver patten OF Variety of Shapes and Colors pavcd rK,s will assist if eeterninmg Yo•,r choice. Ti;ensure proper Pavertvste'tt'" Intf?rinckl.n3 pavers erre a�a,laolr:; n a .ylc;c tha qunn'ity U;pdver4 a'',d other plarament,start with a 90 degree range of shapes and coiars. Th¢ flexiiJility of design Ir, lirn,tad materials requ=ed angle Lav pavers gently on the only by yow in•-igindt;nn '�rv�rtf t-ie lar4i? palette cf =dlc.^.: I eddnq sand;ba sure to plea e 0 each cavity directly atairm anotlne, and vanety of shape,,, >d'.: Can turr �n dverra5c rnrq�'eCl 'tt': .. PREPARATION `onetandy chateie row alignment a Spectacular one. Stake out in arra 1i'wide,than rhe by II it j pe•peridicular string High Strength Concrete arta to be paved Beiore baglnning lines; make sure each paves s Paversysterr'" rterloCxsric pa,ert, have its averloC ',trvi5tn ekC4•at on check for any ander aligned to:he strings. of 8000rsi anJ err average a65.orD1ior of 53.ko or iiI 3u Slound cables or pipes to ensure You paveis (reit or exceed Ike reylarements of/-,STN! C9a6 Non't h,t.them whiie digy�ng 0 CUTTING PAYER! Immediate Use a Us!n a stYai he zd g g ge,measure and C)nC¢ Paversyste.m" nt'r ocking oa'iF r• rid`,N CP_.'.r` EXCAVATION made each pat,Heat needs to be Completeli �nstiHi?e , they are feddy for remediate U", Tite rollon s the nt,rmai cot , 3� " Dauer splitter or masonry There is '10 A,aitirl� for d :ur;ng time av ,Wth other type Ur excavaiion depth requueri saw is recommended.,meter stories pavement SYSrenls • PAVERS 6r:m (2,.!4 haus been cut or split,place them Low Cost Repair • PAVERS $cm%3_ ') n post cn and fill aov small gaps PaversystQm" f7av?f', rht$'io k'�rtrr Sara': 'iC fti ,itlt ells Nr5 BEDDING S.Air D ' w th sand p be redd r • BASE : typ col d tc for the pavers t;, y removed "or repair of su�� surface utiliti¢s AAI •hen replacing tke W1E units tC, depth of basedependd 6n aoil COM PASTING complete the reryalr ,'ondlnan+ane traffic P,fter all pa.,srs era.n place and A Smart Investment O thr eche=eorairtt Completely set, paverswernr'" in'erlc6,T'S ps ¢r•: dri Fero,¢. C', LAIL PRLPARATION tdmpthapavers into the bcdding econoMical Acr.lu siticr cc•sts may !QC sr,.n;Nvvhd[ nighc! ;hci+ �,.,ampact the surfece or the sarq win,3 a plate vibrator. '%/hen conventional types ,.f 0611erne:,t5l But urillke dspkdlt ano exravaatd ore4 (sub-gmce) the entire swfart has been rom. concrete, C:ur in-erloclring pavers are ;'Iftudlly rnairter,ancti i.li 'Ith c,ushed dense jrdiSery pacxd,spree;sand over the surface free. L(e11-<Yc!e •.nStS are rirnI and property ilu¢6 dig a'd9r¢ydk�; spread, sr_;eed and and -.o'npact rhe area agrn Inf red SCC:' '.ompac ifte L`d St. FINISHING 1 --'— —� INSTALL L E 0 G E RESTRAINT Spread more sand over the pavers I� A\,'C. concrete toe or roncretr and sweep t thorevyhly into all the �•,I .im arc al! veconmerczd o its, Swzsp In several directiors. Cagle'IIIIs essenhdI to All process should 6e repeated c+n:lxtts It p•e�ents pavers over I se>era�da r: t •.:m soreadirg NMI ^"'—^'�^-"".–""tom„'."-,.. � t ,I ti t,.t n.r•:n is p,�.oted�nren.l .. SCREE 0 T N E „o M n e,r a nut ro h at prod�c,un e d g e E L 0 01 N G S A N P urru�cl,• Caw rnawr•i nrmlenn nna print sand G e d d n 4 teyMd.•:.un u�.6r,e.n:h--,,gat eola,a ,s Before the pavers Can be olace�,d ,'new•,bon,�•id,ng p,pductw piod.vi 6... 1 Sed of cenCrete n4nd nwsr be 6,.n a•: �a r., e a r s VeClartd Plar_e t'n'r 1 0.aY on a,c»ion aooc„a Ili. ' I T• + 4641rlr+t c{ane arothar b to o :�'�.et o°:un�wrt ri,oauua T6n nee.rrcnre a dodrt L+(ay a Ions straf4^t Y x a. ^'"nY Ohl:iMtnlal!P lrt gr,orm.r,..r,t IM rrr.•..:..rd,eraemn�ry car^o•be aawlta eoard over the screed rail,unrd all im hn aalurd 04,00 rnan ds and h!gh spot;are corrected. _..__...,.........._.._ Pra�,NE ^•AX $CO i5G 231 .i•e^.4='+. 3:,= 3l] "U 'r.ht PA a:94 S ,R u,Y::TA. d: 3 '" 9_.nLi S,4QAS0T,.a „ Designation: C 936– 82 AMERICAN SOCIETY FOR TESTING AND MATERIALS 1916 Rata St.,Philadelphia,Pa. 19103 Reprinted from the Annual Rank of ASTM Standsrds,Copyright ASTM If not listed in the current combined index,will appear in the next edition, Standard Specification for SOLID CONCRETE INTERLOCKING PAYING UNITS' Thi,standard is issued under the fixed destgnation C 936;the number immediately Wowing the designation indicates the veer of original adoption or,in the case of revision,the ycar of last revision.A number in parentheses indicates the year of last ieapprovaf.A superscript epsilon(e)indicates an editorial change since the last revision or vee oval. 1. Scope Mineral Admixture in Portlaad Cemcat 1.1 This specification covers the require- Concrete' ments for interlocking,concrete pavers manu- 3. Materials factured for the construction of paved surfaces. Units shall not be greater than 61h in. (160 mm) 3.1 Cementitious Materials—Materials shall in width, 91,Z in. (240 mm) in length, or 5;� in. conform to the following applicable ASTM (140 mm) in thickness. specifications: 1.2 Concrete units covered by this specifi- 3.1.1 Portland Cements Specification cation may be made from lightweight or normal C 150• weight aggregates or mixed lightweight and 3.1.2 Blended Cements--Specification, normal weight aggregates. C 595,Types IS or IP. 13 When particular features are desired, 3.1.3 Hydrated Gime, Type S—Specification such as weight classification, higher compres- C 207, sive strength, surface textures, Punish, color, or 3.1.4 Pozzolans—Specification C 618. other special features, such properties should 3.2 Aggregates shall conform to the follow- be specified separately by the purchaser. How- ing ASTM specifications, except that grading ever, local sellers should be consulted as to the requirements shall not necessarily apply: availability of units having the desired features. 3.2.1 Normal Weight—Specification C 33, 1.4 The values stated in inch-pound units 3.2.2 Lightweight—Specification C 331, are to be regarded as the standard. 3.3 Other Constituents—Air-entrlte>nting ad- mixtures, coloring pigments, integral water re- 2. Applicable Documents pellents, and finely ground silica shall be pre- 2.1 ASTM Standards viously established as suitable for use in con- C .33 Specification for Concrete Aggregates” trete and either shall conform to ASTM stand- C 67 Sampling and Testing Brick and Siruc- ards where applicable, or shall be shown by turas Clay Tile' test or experience not to be detrimental to the C 140 Sampling, and Testing Concrete Ma- concrete. sonry Units' 4. Pbysical Reglidrlelmeats C. 150 Specification for Portland Cement' 4,1 Compressive Strength—At the time of C 207 Specification for Hydrated Lime for — Masonry Purposes"' 'This specification is under the lunadictioa of ASTM C 331 Specification for Lightweight Aggre- Committee C-27 on Precast Concrete Products and is the aces for Concrete Mason Units' responsibility of Subc nurdttee C27,20 on ArChitec- ry lural and Structural Products. C 418 Test for Abrasion Resistance of Con- Current edition approved Feb.23, 1982.PubUt1sed March trete by Sandblasting 1982. Annual Book of ASTM Standards.Pans 14 and 15. C 545 Specification for Blended Hydraulic Annual Book of ASTM Siandordr,Pan 16. Cements' 'Annual Book of ASTM Standards,Pans 13 and 14. Annual Book of ASTM Standards,Pan 13. C 61 F Specification for Fly ,Ash and Raw or 'Annual Bonk of ASTM Standards.Parts 14 and 16. Calcined Natural Pozzzolan for Use as a 4„nuui Book of.4STM Standards.Part 14. C 636 delivery to the work site, the average cornpres- 5. Permissible Variations in Diasetmaions sive strength of the test samples shall be not 5.1 Length or width of units shall not differ less than 8000 psi, (55 MPa) with no individual by more than t'/is in. (#1.6 erten) from ap- unit less than 7200 psi (50 MPa) as required in proved samples. Heights of units shall not differ 7.2, by more than t4 in. (t3,2 men) from the NdTE--lt is the consensus of the Task Group that specified standard dimension. All tests shall he compressive strength does not truly express a sigrufi- performed as required in 7.2. cant propertyy of a paving unit. Mather, a flexural property evaltiated by means of a tensile splitting test 6. Visual Inspection will be more meaningfbl, Accordinggly, test data are to be developed by NCMA and C27 will do an 6,! All units shall be sound and free of evaluation of existing data to arrive at a specification defects that would interfere with the proper value,using the test method of ISO DIS 4180. Upon lacin of the unit or impair h comppletion of these tests,compressive strength values p 8 pa the stereagth or will be replaced by a tensile splitting requirement. permanence of the construction, Minor cracks 4.2 absorption--The average absorption of incidental to the usual methods of manufacture, or minor chipping resultin from customs the test samples shall not be greater than ' % methods of handling in shipment and delivery. with no individual wait greater than 7 % as required in 7.2. shall not be deemed grounds for rejection. 4.3 Resistance to Freezing and Thawrng— 7 Sampling and Testing The manufacturer shall satisfy the purchaser either by proven field performance or a labo- 1 The purchaser or his authorized repre- ratory freezing-and-thawing test that the pav- sentative shall be accorded proper ficitities to ing units have adequate resistance to freezing inspect and sample the units at the place of and thawing. If a laboratory test is used, when manufacture from the lots ready for delivery. tested in accordance with Section 8 of Method 7.2 Sample and test units in accordance with C 67, specimens shall have no breakage and Method C 140, except as required in 4.3. not greater than 1.0% loss in dry weight of any individual unit when subjected to 50 cycles of S. Rejection freezing and thawing. This test shall be con- 8.1 In case the shipment fails to conform to ducted not more than 12 months prior to deliv. the specified requirements, the manufacturer ery of units, may sari it,and new specimens shall be selected 4.4 abrasion Resistance- When tested in ac- by the purchaser from the retained lot and cordance with Method C 418, specimens shall tested at the expense of the manufacturer, In not have a greater volume loss than 0,915 in.3 case the second set of specimens fail to conform per 7.75 in. , (15 cm3 per 50 cm) The average to the test requirements, the entire lot shall be thickness loss shall not exceed 0.118 in. (3 mm). rejected. nit American Soon},dor Testing and Materials rakes no position respecting the validit of any patent rights asserted in connection with any iter+menitoned in AS standard. Users of this standard are expressly advised that determination of the vabdi{r of any such patent ri&hts,and the risk of infringement of such rights, art entirely their own responsibility•. This standard is subject:o revision at an, rime by rhe responsible technical committee and must be reviewed every five years and If not revised,either reapproved or withdrawn. Your comments are in vited either for revision of this standard or for ad&ional standards and should be addressed to ASTM Headquarters. Your comments will receive careful consideration ao a meeting of the responsible technical committee, which you may attend,If yo,t feel that your comments have not received a fair hearbea yots should make your views known to the ASTM Committee on Standards,1916 Race Sr.,Philadelphia,Pa. 19103, r 2 MAP SHOWING BOUNDARY SURVEY OF LOT 21 ACCORDING TO THE PLAT OF OCEANWALK UNIT TWO AS RECORDED IN PLAT BOOK 42, PAGE(S) 13, 13A, 13B, 13C & 13D OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. z A'bRTN 2o* — H 6 LAKE Q - - w 0 � APPRObMATE EDGE — OF WATER A+ O O A __--- -- — f W z �1 '21 — A H O — RETAINING MALL a 3 a LOT 21 � N WOOD WOOD DECK STEPS l� 1/2- CAP6.5 N Q O UNREADABLE a 2'B N H 10.4' 6.4 W tie ?�' N 0325 50.x' 1/2" O 99.10' ♦ b CLOSURE UNE ONLY (�/) S.S.S. N N L.B. 3624 a. N 2,g W 1-STORY BRICK 2.0' , h U i:. W/30" EAVES ao ' NO. 2225 t6 R� CONC. t.0' 0 14-5 65' WOOD COV'D A/C a 2.8RETAINING BRICK PAD g \ WALL TYP. � in o m a W 6.0'q12.9' 6.6 12.9' 18.0' 9.2' b �O 9' b In 4.8 - 3 4 ASTIC AC Z `z PAO n DRIVE 3 0 0R 13.8' �► 8.1' 7.3 N 0.3r 7.3' . o in o io H m 5.3' r: 04 21.54' (R) /21.60' (M) 0.5' 34.44' (R) Eamon34.14_(M) 4:_'.CW. 12 12' 1/2"0 8' BEARING REFERENCE LINE 1/2' S.S S_ S S.S. R. 1254.54' L. a 90.22' (M) CLARY L.B. 3624 L.B. 3624 S 03'34'12" £ 90.20' (M) ASSOC. N 03'34'12" A' 90.00' (R) OCRAHWALK DR/1/EF WEST t 5�J' /?,/W) CITY OF ATLANTIC BEACH J z 800 SENIINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 v INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026473 Date 7/10/03 Property Address . . . . . . 2225 W OCEANWALK DR Tenant nbr, name . . . . . . REPLACE EXISTING HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ GUNTER, GARY OCEAN STATE HEAT & AIR 2225 OCEANWALK DRIVE 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ------ ---------- ---------- Permit Fee Total 87. 00 87.00 . 00 . 00 Plan Check Total . 00 . 00 . 00 .00 Grand Total 87 . 00 87 . 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 ntwo CITY OF ATLANTIC BEACH - -- x. MECHANICAL PERMIT APPLICATION Date: 'Vit Owner of Property:�,�a �l Job Address: G L.fs ��f1C.L .` ry- n cin Contractor: (A y-d In consideration of pe t given Yor 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 Atlantic Beach ordinances and standards of good practice listed therein. III. GENERAL INFORMATION A. T of heating fuel: B. Electric IS OTHER CONSTRUCTION QE44G DONE ON THIS Gas: _LP Natural _Central Utility BUILDING OR SITE? ❑ oil ❑ Other—Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE �/ NATURE OF WORK INSTALLED ) Residential or Commercial ❑ New Building (Provide complete list of components Qn back of this form) Existing Building Heat _Space _Recessed Central _Floor il Replacement of existing system Air Conditioning: Room Central ❑ New Installation(No system previously installed) Duct System: Material T tckness ❑ Extension or add-on to existing system Maximum capacity cfm ❑ Other-Specify ❑ Refrigeration ❑ Cooling tower: Capacity gpm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Date ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency 0 HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving (BTU) Agency TAN KS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800•Fax:(904)247-5845• httn://www.ci.atiantic-beach.ft.us 1/14/03 s j 11100 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH . _. PERM r I!i Pt Rt "I'I C?N LOCATION INFORMATION P" rmit Nur, b r ' 1I10-0 Addre,ss; 222 OCEANWALK DRIVE WEST !t Permit Ty e< PLUMBING ATLANTIC BEACH . FLORIDA 322 3 C a Wa k4 AD'`BR TIO . �.��, ...... LEGAL DESCRIPTION �anatr, Ty .e, WOOD FRAME Lot: 810 , Section, rs posed U e: SINGLE FAMILY Township: RNG, D' ellings , I Code: , D subdivision, OCEANWALK E tmatd V l.ue: .fl Improv . past , lq2s 00 S .CiQ Total es * Amo t'25 00 Da 11/25/95` GI'# k D CKPY.O PREVENTER ON SPRINT LER l#XSTEM T ION.FEES P` EMITION APPLICA S25 a E 30 NWALK 3 RIVE WEST WATZ IMPACT "E S . 'I' L CH , FLORID �. � � N PEE €� . P 2 -5 1 R46ON M1�}�J�� A Ir Ri�iK r!a 4 0 4 00 NPORl ON RADON cAs � $0 .00 Name:. L ING, CAPITAL IMPROVE. $0 .00 4 jkT BEACH FLORIDA 32233 CROSS CNNECT I CN L�Ace P . £ 'Type: 4 SRS H, ,IMPACT PEE 0 .o CONSTI_SURCHARGE 1 0 N(J i f NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING G ;y PERMIT VMD SIX MONTHS AFTER DATE OF ISSUE # B INN MATERIAL,,RUBBISKAND DEBRIS FROM THIS WORK MUST tdOT BE PLACED 1N PUBLIC SPACE,-AND MUST BE ARED UP AND,HAULED AWAY$Y EITHER CONTRACTOR OR OWNER LURE T . CCA -WITH THE MECHANIC'S LIEN LAW�AN :i ESUL IN . PI PET �'N � P tY#NG TWICE'FORTHE 8C ©ISG I OV " tS 1Ai 1=D ACCORDING TO APPROVED"PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT T(�R ATIt�N � F Vt€ .ATION OF APPLICABLE PROVISIONSOF LAW. 95 pz Q447t1 ATL NTIC EACH UILDING4EPAIT�'MENT syrtk CITY OF ATLANTIC BEACH APPLICATION � FORPLUMBING PERMIT JOB LOCATION :--- �9")`5- Licit oaz� PA OWNER OF PROPERTY : ___C (O&A-L& PLUMBING CONTRACTOR 5 J' /� C A °-- CONTRACTOR' S ADDRESS: /&01 Mo.-, 4t STATE LICENSE NUMBER : C PCD3 7q9 TELEPHONE: ,p ley'S)9 l HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS ) OTHER_ ��' a� f a cA- o t TOTAL FIXTURES : x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 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 1 CITY OF Ala ► 716 OCEAN BOULEVARD ' P.O.BOX 26 ; ATLANTIC BEACH,FLORIDA 82233 TELEPHONE(904)249-2396 Dear Sirs, The property at 2225 OCEANWALK DRIVE WEST has a sidewalk required to be built by the contractor. As of October 17, 1988 the sidewalks have not been constructed. Please contact us as soon as possible to affirm a schedule for completing the above mentioned sidewalks. 'W" Sincerely, �+,� ww S2 ti Don C. Ford Public Services Director DCS'/tb cc: City Manager h . Building Department C^—" File✓ ou } # ► NT�F B rr , INS �,. OCI # , tt bit .. CEA UK RIVE Ne.4t ATLA' IDA Ass 0 or t C 3 Lott � w' 4� ta�oz�: RN r : . iiolA CE do 0 ov. est t- � .t t. ' i4 R I " 1 0 - B R. *0400 ' T „ . . ; B � TAPw 4I SB t1MCTION S35.00 00 111"PAOT FEE -r.' (y• aTe $ *x Ss v{ 4: r `+ � "1�+1 'tr�'v � +� , O P Ft VtIT)lO SQ(MONTHS AFT1EA QATr SUIS I�IA7 f=Ri RUBB1 1 A�+tt)0tbAlB M THIS WORK MIST tom', P1,�i �:1Pt��iBLIC S A� �A�1D MIDST UP'AN©: t,I GI AUVAY1TI-0 66NTRACTOR OR 0"IiwR .., THE EVHA I . ,�+ WCA .; ES ... {+ ► � N,G TWICE FORTK IBUI LIPING4 P R I TQ AP�OV Q I�' ANS WHICH ARE PARI'©F TfiCS PERM#T A�AUBJECT'I�?REY ATICyN FOR AFS, 1CA8 RSOF,LAW. A 1 BEACH i:(3ING�ElAR` v1ENfi 1443 I,r :4000000,34,3m CITY OF r� 14�c�tC ���i — Twtic�it 716 OCEAN BOULEVARD P.O.BOX 26 ATLANTIC BEACH,FLORIDA 92283 TELEPHONE 1904►249-2996 C G� Dear Sirs, The property at lewalk required to be built by the cont As of October 17, )een constructed. Please contact us l iedule for completing the above mentioneu-az-nCwazxs. Sincerely, Don C. Ford Public Services Director DCF/tb cc: City Manager Building Department/ File