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316 6th St (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: 3 ] G � T� STR��7 Type Work: RA F,R ( P Ob L Property Owner: S 110NN Phone # 2 4 6 - 5 6 27 Contractor: Phone # .� ,? , NE F1-g9IDA to Tj Permit#: 1 014 - Date Issued: Building Inspections: Footing 12 11-710 4 Slab Tie Beam Lintel I IOS Nailing / Sheathing Framing / Cover Up Insulation Final Building vS Tree Permit# YES NO Electrical Permit# Date / Copy to JEA Temp, Pole Permit# Date / Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# Inspections: Rough Final Plumbing Permit# �D CS - Inspections: Rough / Underslab Topout Water/ Sewer Final Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing / Sheathing Final Fire Inspection: Failed Inspections: IAICI S 64�,Je 2--Z ,_dam Date Paid: 6: 3 Date Paid: � " r JOB ADDRESS�I D ti o'� TYPE WO" cC�� �s syY1 PROPERTY OWAM 6 °- P E)L," C- A ELEPHONE ' CONTRACTOR TELEPHONE PlMiVTNUMMDZ DATE JNSPELTJONS• FOOTING_ 1?--7-7-6V SLAB TIE BEAM LL= NA.ff-NGSSKff-4J FRAR?TGiCOYM? LVULATTON FINAL BUILDING CER CATE OF OCCUPANCY FT.FClWCAL PERMIT# INSPECTIONS RDUGa FINAL MBtYA 7CAL PERMIT M �S �j�� 1 I - 30 am► INSPECTIONS ROITG73 FINAL PLUMBING PERMII pS Q �� f a - G q ' INSPECTIONS ROUGFTATVDER SLAB TOPOUT / ! CP f WA FINAL NOTES• 4 UTILITY AGREE= (Water and Sewer) THIS AGREEMENT, made and entered into this day of by and between the City of Atlantic Beach, Florida, a municipal corporation, hereinafter referred to as "City", and and its successors and assigns herein referred to as "User", WHEREAS, User owns land in Duval County, Florida, described as follows:_ �j cc, and WHEREAS, User plans to develop said land by constructing buildings, residences and/or other improvements thereon consisting of and WHEREAS, The City is the owner of a water plant, water distribution system, sewage treatment system and sewage collection plant in the vicinity of the above described property; and tiMEREAS, User will need water and sewer service, and User desires City to furnish same; and WHEREAS, City is willing to operate such water and sewage treatment system so that all buildings constructed on User's property by User may have furnished to them water and sewer service, subject to all terms and conditions of this Agreement, NOW, THEREFORE, in consideration of the premises and other good and valuable considerations and in consideration of the mutual covenants and conditions hereinafter contained, the parties hereto agree as follows: (2) 1. Upon the terms and conditions herein contained, the City agrees to provide potable water and domestic sewer services to the User's Property. The term "domestic sewage" used in this paragraph and referred to throughout this Agreement is defined as follows: Human waste including liquids and solid matter carried from plumbing fixtures normally carried off by drains and sewers, and except where specifically excluded bath and toilet wastes, laundry wastes, kitchen wastes and other similar wastes. It does not include commercial or industrial waste. 2. City agrees that after User has connected to the system, thereafter City will provide, at its costs and expense, but in accordance with other provisions of this Agreement, including rules and regulations and rate schedules, sewer service and water service to User's Property in a manner conforming to reasonable requirements of public governmental agencies having jurisdiction over City's water and sewer operations. 3. User shall, at its costs and expense, install all of the potable water distribution and domestic sewage collection lines which may be required on User's property, including engineering cost, to connect City's plant to; the User's property, and all other facilities necessary to make it possible for the City to provide adequate potable water and domestic sewage service. If buildings mare than two stories in height are constructed on the User's property, the User, at its own expense, agrees to furnish to the City any equipment which may be necessary for pumping potable water to the additional height with associated back-flow preventers, (3) At all times during the construction of the potable water and domestic sewer lines and related equipment, the City shall have access to the construction and the right to inspect the construction to insure that the lines and related equipment are being installed in accordance with the plans and specifications approved by the City. User shall construct the domestic sewage disposal lines in such a manner as to insure that no water from air conditioning systems, ice machines, swinming pools or any other form of condensate water shall flow into the domestic sewage disposal lines of the City and nothing other than sewage in its strictest sense shall be discharged into the domestic sewage disposal system of the City. City shall inspect all connections made by contractors, plumbers, builders, etc. to any portion of the sewer system that discharges into the sewage collection system owned or operated by City or contemplated to be owned and operated by City under the terms and conditions of this Agreement Prior to being covered up. City shall only be obligated and will only provide water and sewer service to User's property upon 100% completion of all terms and conditions of this Agreement. 4. User shall pay a planning and inspection fee in order to defray all actual costs to City of preparing and executing this Agreement, including any attorney's fees; and conducting the inspection and testing of the installation of the User's Extension; and all other administrative costs incident to accepting the User's extension, Said fee shall be equal to one half of building permit fee. s 5. User shall pay City a "Sewer Impact Fee" of $1,035.00 per residential unit and a water impact fee of $10.00 per fixture unit/or as otherwise 1 (4) provided in the City's Code of Ordinances, 6. The City shall provide water and sewer service to User's property upon payment to City of the standard meter charges as provided in the City's Code of Ordinances ($85.00/ 5/8 x 3/4 inch meter) , 7. Payment of the Sewer Impact Fee, Water Impact Fee, Planning/ Inspection Fee and Water Meter Charges, shall be made in full at the time City approves the plans. 8. In the event, at a future date, City's charges, rate schedules . or fees are revised, subject to the operating rules and regulations and approval of governmental authorities having jurisdiction, then in that event, User and/or assigns shall pay the charges, rates or fees then in effect on date of payment, 9. Hydraulic share of main extensions-payment or refund; User recognizes that water or sewer utility service to th User's property is provided by the use of a main extension and other improvements constructed by a prior developer and that User is obligated to refund to said prior developer User's share of the cost of said main extension or other improvements. Accordingly, User shall pay its pro rata share of the cost of said main 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 thi Agreement, the cost of Developer's said hydraulic share shall be $ With respect to utility facilities installed by User to which future developers connect directly, and in consideration for monies expended by User toward said facilites, City shall refund to User, or User's successors or assigns, solely from monies collected from said future developers, said i (5) future developer's pro rata share. of the cost of said iacilities� Said refunds shall be calculated on the basis of the hydraulic capacity, and deuand of said future developer whenever feasible, The refund obligation of City hereunder and the benefits to User gelated thereto shall expire five (5) years from the date of execution of this Agreement, Said refund shall be made to User within sixty (60) days of the receipt of payment by City from a future developer, 10, If any damage is done by User, its agents, or employees' to the existing potab14 water lines or domestic sewer lines of City or other utilities CATV, electric, phone, or the potable water lines or domestic sewer lines installed pursuant to this Agreement, during or after the installation thereof and by reason of construction work, User shall at his expense, make such repairs as are required to restore said potable water or domestic sewer lines to the condition which existed before such damage occurred, but in the event User does not restore said potable water or domestic sewer lines (but this clause shall not be construed as to require the City to make such reparis or restoration) , User shall provide the City and its agents adequate access and facilities for the making of said repairs. All costs incurred by the City in making such repairs, shall become immediately due and payable and shall be considered in all respects the same as if said charge had arisen in connection with the rendition of the regular services of the City, 11. Notwithstanding any provision of this Agreement, the City shall have no obligation to provide sewer services to any customer producing sewage which is unusually burdensome, unusually costly to process or substantially detrimental to the sewage system. 12. This Agreement shall be beinding upon the parties hereto, their successors in interest, grantees, transferees and assigns, In the event User transfers any part of the User's property, it will cause its transferee to comply in all respects with the provisions of this Agreement. 13. In the event the City sells either its sewer treatment plant or collection system or its water treatment plant or water distribution system to any governmental body or any other purchaser, then, in such events, this Agreement shall terminate as to the City on any protion sold and all of its obligations or liabilities hereunder shall cease and determine for that portion sold. 14. The City may shut off the water to the User or any other person and refuse to accept sewage from the User or any other person if the User or any other persons shall fail to pay any sums due hereunder when the same becaue due and payable. Nothing herein contained, however,. not any action taken by the City in pursuance hereof shall impair any other remedy which the City might have, at law or equity, for breach of this Agreement by Owner or any other person. 15. City does not guarantee an uninterrupted supply of water for any . purpose or water at any particular pressure for any purpose and reserves and shall have the right to shut off the water in its main at any time for the purpose of making repairs or extensions or for other purposes incidental to its water supply and will not be responsible for any damage caused by low pressure. City shall have the right to turn off water service at the main where the User has been found to be useing water illegally, and to assess a fee for restoration of service. 16. The City shall have the right to assign and transfer this Agreement at any time provided, however, that no such assignment or transfer shall impair the rights or increase the obligations to the User or any other person pursuant to this Agreement. (7) 17. Unless sooner tenidmted as provided herein, the initial term of this Agreement shall be 15 years. After the initial term of 15 years from the date of the execution of this Agreement, the terms of this Agreement shall automatically be renewed for successive terms of five (5) years each, unless written notice of termination of this Agreement is provided by either party hereto, not less than ninety (90) days prior to the commencement of any such renewal period. 18. It is expressly agreed and understood between User and City that there are no other written or verbal agreements applicable herein between User and City. 19. This Agreement may be an-ended and modified from time to time as necessary by mutual written agreement of the parties hereto. IN WITNESS WfiIIMF., the User and the City have caused these presents to be executed the day and year first above written. Signed, sealed and delivered in the presence of: (Qw4e:� s Wi s ity o At antic Bea Witness CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029241 Date 3/23/05 Property Address . . . . . . 316 6TH ST Tenant nbr, name . . . . . . CABANA/POOL HOUSE Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 87162 Owner Contractor ------------------------ ------------------------ BURKE, SHAWN NORTHEAST FLORIDA CONTRACTING 316 6TH STREET 1840 SOUTHSIDE BLVD, SUITE 2B ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 246-5627 (904) 724-6830 ------------------------------------ ------------------------------ -- -------- Permit MECHANICAL PERMIT Additional desc REPLACE AND NEW HVAC Sub Contractor AIR TECH OF JACKSONVILLE Permit Fee . . . . 99 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 99 . 00 99 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 99 . 00 99 . 00 . 00 . 00 L a PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL j1 �-L`Jr CITY OF ATLANTIC BEACH r _ ' MECHANICAL PERMIT APPLICATION lilt. ps— Date: Property Address: Owner: AayP,CA 4uxazr Telephone #: Contractor: Ao! £d sv Telephone#: So s� 962Jlr Contractor Address: -12o oxra dle Fax#: W 7��/6 f7� In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Zr Electric ❑ Gas: _LP _Natural _Central.Utility `f __ . C, -�1 L3 Oil `1 ❑ Other-Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK 0' Heat _Space _Recessed "Central _Floor 0' ' Residential lr' Air Conditioning: —Room Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfrn ❑ Refrigeration 0'- New Building ❑ Cooling Tower:Capacity gpm 0' Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) ©"" Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) � New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other-Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency A HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency '44 A4 V9 TANKS Nominal Capacity Type Liquid Serial Approving How Manv &Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us BP150UO2 CITY OF ATLANTIC BEACH 3/14/05 Contractor File Changes 16: 19: 47 Contractor number . . . . . . 1345 Type information, press Enter. Name . . . . . . . . . . . . AIR TECH OF JACKSONVILLE Address line 1 . . . . . . . . 9540 SAN JOSE DLVD Address line 2 . . . . . . . . Address line 3 . . . . . . . . Zip code (F4) . . . . . . . . 32257 JACKSONVILLE FL Phone . . . . . . . . . . . . Status . . . . . . . . . . . . A A=Active, I=Inactive, H=Hold Contractor type (F4) . . . . . MECH MECHANICAL Contractor Requirements Document Number Expiration Date OCCUPATIONAL LICENSE 0000000000 R STATE LICENSE CAC057670 � WORKMANS COMP LIABILITY 4512113001 MU-6 QUALIFYING LICENSE F3=Exit F4=Prompt F5=Zip code maintenance F12=Cancel ` . �f►�.rlr`1 rJf� CITY OF ATLANTIC BEACH SS a 800 SEMINOLE ROAD j r. ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 JAIt Application Number . . . . . 04-00029241 Date 2/09/05 Property Address . . . . . . 316 6TH ST Tenant nbr, name . . . . . . CABANA/POOL HOUSE Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 87162 Owner Contractor ------------------------ ------------------------ BURKE, SHAWN NORTHEAST FLORIDA CONTRACTING 316 6TH STREET 1840 SOUTHSIDE BLVD, SUITE 23 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 246-5627 (904) 724-6830 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT - y ' Additional desc INC 300AMP, IPH Sub Contractor BARKOSKIE ELECTRICAL SERVICE, Permit Fee . . . . 65 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 65 . 00 65 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 • Grand Total 65 . 00 65 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WrTH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES P BUILDING OFFICIAL rfy�lfl`' CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION 0A Z Date: 9/'7/0 :5 Property Address: Jl (P Ce �T Owner: _3Ge Z'4^ Telephone #: Contractor: AJ ZTelephone Contractor Address: If 4B 5 /97L.ti14-j'1 APO Fax#: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New ❑ Residence ❑ Temp. ❑ ew being done on this building IN Or site,list the building Q-1OId ❑ ommercial ❑ Signs Increase P it number: ❑ Re-wire [�7°" Addition Sq. Ft. ❑ Repair O-Z92,41 Conductor Size: AMPS: COPPER ALUMINUM Switch or �jv^ �,'' RACE Breaker AMPS 0 PH r/ W 2 ' O VOLT 2- f v' WAY Existing Service RACE Size AMPS ZOO PH W VOLTS WAY ICO.4 Feeders: NO. / SIZE 0,Z NO SIZE NO SIZE Lighting Outlets CONCEALED Z Z OPEN Receptacles CONCEALED 7i`J OPEN Switches / Z Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P. RATING CEILING KW-HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT 2 Y-'? .��' 5 Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS L NDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si n Miscellaneous 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us S►_,;.Lys. . CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD J 'r ATLANTIC BEACH,FL 32233 v INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001036 Date 7/20/09 Property Address . . . . . . 316 6TH ST Application type description SIDING PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 13293 ---------------------------------------------------------------------------- Application desc SIDING ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BURKE THD AT HOME SERVICES INC 316 6TH STREET DBA THE HOME DEPOT AT HOME ATLANTIC BEACH FL 32233 SERVICES TAMPA FL 33610 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee 50 . 00 Issue Date . . . . Valuation . . . . 13293 Expiration Date . . 1/16/10 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total 50 . 00 50 . 00 . 00 . 00 Grand Total 150 . 00 150 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 09- I I I I I F7 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 �. OFFICE.(904)247-5826•FAX NO.(904)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.VALUATION OF WORK: 3,SQ.FT.UNDER ROOF -w s� . qQ 3 4.LEGAL DESCRIPTION: 5.CLASS OF WORK: 6,USE OF STRUCTURE. �N ❑NEW BUILDING ❑DEMOLITION El RESIDENTIAL a LOT 1 BLOCK SUBDIVISION Ill.f 1 -� ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK: .ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER: ❑REPAIR ❑POOL/SPA ❑YES ❑WA instalIi t,V - 1 ❑MCVE ❑OTHER ❑NO PROPERTY OWNER: CONTRACTOR: ARCHITECT I ENGINEER: 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME. 16.NAME: 24.LICENSEE NAME: ( � { VLUY!d1aj 10.ADDRESS: 17 STATE 0 LORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 31Q ul:h S4, 5 18.ADDRESS: 26.ADDRESS: k44-90 't�arnr fj ed. aToLmgu fL Z&VIO 11.OFFICE PHONE: 12.FAX NO.: 19,OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: "Qoryy� 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS. 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: FEE SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN ONMER) 31.NAME. 33.NAME 35.NAME: 32.ADDRESS: 34,ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6)months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning.I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR _ (If Agent,Power of Aftomey or Agency Letter Required) (Qualifi ) Signed Date: Signed e:cDate: ( �� Before:ne this day of 2009 in the county of Before me this day of 2009 in th ycounty of Duval,State of Florida,has personally appeared Duval f FI 'd ,has rso ap ared ) �. herin by himself I herself and affirms that all statements and declarations are 4bhamsell(I/Large, elf and affirms at all a4 and declarations are true anil accurate. true and accurallotary Public at Large,State of ,County of Notary lic at State of County of IFF.........u■■uu•■■.uu■■■■■uunuuuu ❑Pers;•nally Known ersonally Known KELLY L.JULIAN ❑Prod:;ced Identification- ❑Produced Identification- roar Notary Signature: ��� ruP � Notary Signature: _ Inc r.c aaxaa................■.uun. ..... REVIEWED FOR CODE COMPLIANCE BLDG01 Permit Application Bldg: _J _,. CITY OF ATLANTIC BEACH SEE PERMITS FOR,10DITIONAL i i,L ECOPY , REQUIREMENTS AND CONDITIONS. DATE:------------- 16 HOME SERVICES To Whom It May Concern: This letter will authorize the following person(s) to act as agent(s)on behalf of THD At-Home Services,INC,D/B/A The Home Depot At-Home Services, 2690 Cumerland Pkwy SE, Suite 300,Atlanta, GA 30339 to pull for permits and inspections with respect to the installation,maintenance and repair of windows,siding,and fencing under Florida State Residential Contractor license number CRC046858. Authorized person(s): John Christionson Erick DeDios Kelly Julian Owner: Shawn Burke Brian Kirby Don Kirby Jason Kirby James Kirby Address: 316 6t" St. Tim O'Malley Elizabeth Grote Altantic Beach, FL 32233 Aaron Graulau Charles O'Neil n Qualifier—Boysie Ramdial THD At-Home Services,INC The Home Depot At-Home Services STATE OF FLORIDA COUNTY OF HILLSBOROUGH The foregoing instrument was acknowledged before me this 22nd day of June,2009 by Boysie Ramdial. Notary Public—State of Florida S+Pvvw'fr5 t a w Printed Name My Comrhissiod Expires Personally known_x_ or Produced Identification THD At-Home Services,Inc. 6422 Harney Road, Suite A•Tampa, FL 33610 813-383-7000•Fax 813-630-4112•Toll Free 866-653-8438 Doc # 2009168646, OR BK 14941 Page 1404, Number Pages: 1, Recorded ' 07/16/2009 at 11:24 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 This Instrument Pngxred B),. THD At-Home Services 6472 Harney Rd.Suite A Tampa,FL 33610 NOTICE OF COMMFNCFjMnn"' n Q Permit No. Tex Folio No.Sta County of . n i I TETE UNDERSIGNED hereby gives notice that improverments will be made to certain real property,and in accordance with Chapter 713,Florida Statatm.the following information is provided in this Notice of Commencement: 1.Description of property:( 1 dgatpt3on of property,and sueet address if available)' l.o lD [;j{-• 2.General dewiptioo of hnprovemml' 3.Owner information ,I � (a)Name and address:,rjV&r.i/� _j ril-L 71ti ft^,5�- 'l �C�'9�/r 1F( (b)Interest in property. (c)Name and address of fee simple titleholder(if other than owner): 4.Contractor(a)Name and address.TTM At-Home Services,Inc. y�•�A (b)Phone number: s.Surety Tampa,FL Jjo (a)Name and address: (b)Amommt of bond (c)Phone number: 6.Lender - (a)Name and address: (b)Phone number 7.Persons within the State of Florida designated by Owner upon whom notions or other dom ens may be served as provided by Section 713.13(1Xa)7.,Florida Statutes: (a)Name and address: (b)Phone number. N &In addition to howlf,Owner designates the fonowmg Pason(s)to receive a copy of the Litamot's Notice as provided in Section 713.13(I)(b).Florida Statutes (a)Name and address: (b)Phone numbs_ 9.Expiration date of notice of commmcem,=(the tuprattm due is 1 different date is specified) Yonr limn the date of tetwrdmg iet(ess a WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER TTIE EXPIRATION OF THE NOTICE OF CON04ENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1, SECTION 713.13,FLORIDA STATUTES.AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE]OB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT S'womire or Lxvner-kqaeeOg 'i Signatory's Tiadu ice The fue;oemg-Mmu-t was ackaowdedged before me this I of_Tj4 21Wf ( ofporoa)as owtK (type by S V�{L[- rau) for ( (name ofparty on behalfafwhan- (hVa �g o6ov,tnerec,>rbraey m �.. �t. o � r.rRbNALJ AL4EN REEDY ni) CommMDD0847(i44 ofNohrytblie—State ofFlon� + Persaoslfy Ivmrnwn or Pro3rced]dentificatioo Expires 1 2129/2 01 2 • ' r.IFlorida Notary Assn.. n....................}��,j 'ii'Plrtaa�tlltltlD Vf�llea�J 575 FtoddaStattnes Under Pcvelties ofPer)rmy,1 dodor that 1 have mad the foregoing and that the fsc s stated is d ace We to the bfrfmy and bdid: Revised 771f07 ' °f Person S (ter Io)Above FATE OF FLORIOA L JVAL COUNTY I.THE UNDERSIGNED Clerk of the Circuit Court,Duval County, f lorida, CO HEREBY CERTIFY the within and foregoing is a true -.d correct copy of the original as it appears on record and file i.: the office of tha Clerk of Circuit of Duval County, Florida. OITNESS my hand and seal of Clerk of Circuit Court4t hrks)nvi'ie , Flor'da,this IleiLday of�tl�..A.D.,20D . JIM FULLER Clerk of the Circuit Court Duval County Florda 1�9 Cie^ct, x � � i r_ • �� �: i �,_� �\J w �f �� �, - n. i 0 a �� � � `-� �� �-..� �� � �- �. Win-. �' �..�, Branch Office: HARDIE SID;NG SPEC SHEET Spec Sheet 4:Hyl 4, DESCRIPTION OF WORK Branch#: Job 4,1` 1 .I Name L Home Phone#: 6retalla -:,AdGess: .-j 7 -—P .4 Work/Cell Phone#: _C_ e. Siding Drop Location -- sole zi,c— Dumps(erLocatiori: — HARDIE SIDING SOFFITi FASCIA/FRIEZE BOARD/TRIMI:bENTIL M31-DING Indicate areas t,tc Circle H for Hardie.V for Vinyl,or P for Paint&indicate applicable areas Indicate rdie materials Sided Paint Only Select Cedarmill Sierra 8— Front Left Back Riaht Other Areas Front Front Select Smooth Stucco —11 Left — Soffit&Fascia: H V P —4- T;7r Left Beaded Cedarmill Straight Edge_ Soffit Only: H V P Back Back Beaded Smooth_ Staggered Edge_ Fascia Only: H V P R Right Colonial Roughsawn_ Rounds Frieze Board: H V Other l Trim: H P Fascia/Frieze/Trim Dentil Molding: P Other Rustics= Smooth= Available ONLY in GA&TX REMOVE 2N7aYER' WINDOW&DOOR TMFU /SASHES_ PAINT ONLY Indicate Type of Siding removed TRIM SASHES' Circle H for Hardie,V for Vinyl or P for Paint&indicate#of Frames #of Sashes #of Items Aluminum #of Frames Window/Doo Knee Braces Vinyl/WoodR Window/Door: V Single Garage/Patio Door S ONLY where new siding is to be installed. 0 Door Asbestos siding and Stucco will not be removed Single Garage/Patio Door: H V P Double Garage Door Bay/Bow Caps Double Garage Dont-: H V P 'ONLY IF fames are painted Chimney Cape 4 Painted in Black enamel ONLY GUTTERS REMOVE&REINSTALL ACCESSORIES New Gutters #of Items #of Items Paint New Vinyl New Vinyl Tuck Coil Under Storm Window Awnings 7 Up to 8, Gable Vents Gable Vents Shutters Paint Existing Storm Door: Awnings r Over 8* #of Vents #of Vents #of Pairs Removes Burglar Burglar Bars' A/C Units IL Rectangle Raised ,, ere 'SNL",f S&F,,covered ,Ih'kV—1 B,mlar Bars can be removed,but no'r—stalled 7 Fabric awnings will NOT be rem—ed Octagon BLou, PORCH CEILING' PORCH POSTS I RAIt"I SKIRTING Indicate selected material Indicate areas)to be painted Plywood-Specify the locations Hardie Posts Vinyls Railings Dimensional-Specify the locations: Paint Skirting 'Beams are not included in price for Ceiling 'ONLY if Soffit&Fascia is vinyl COLOR SPECIFICATIONS For AREAS to be PAINTED Indicate LOCATION by entering color CODE in applicable row For AREAS to be covered in VINYL Indicate LOCATION by entering color NAME in applicable row Siding Shakes Rounds Soffit Fascia Frieze Gutters I —Conners I Trim Dentil Molding Downspouts Window Frames Accents Front Left Back Right Door Frames Door Sashes Knee Braces Door Surrounds Say I Bow Cap Paint Gable Vents Vinyl Gable Vents Vinyl Shutters Porch Ceiling Post i Raiff Skirt Front Left Back Right SPECIAL CONSIDERATIONS it I have reviewed and agree with the job specifications described above,and I have reviewed and agree with the Special Terms and Conditions listed on the reverse side of the yellow(Customer)copy of this Spec Sheet. If rotted wood is discovered AFTER removing the existing siding,or if it could not be identified at the time of sale, there 411 be an additional charge of$4.00 per Sq.Ft.for Plywood and$5.00 per Lin.Ft.for Dimensional Lumber. 6Lt2m.,Signature: Date: q 03-17 06 SFC S-H White Copy-The Home Depot Yellow Copy-Customer Pink Copy-Sales Consultant }\ ) ( ( 7FT ....M § J k . | | / \ § . _ $� } � � § � F . % { f • � _ \ ƒ § ; ! ! t ) ! w -4 � , . Li % ¢ � k . �. 2 © } , Ef■ ! &� ` § 2 kIFci � 9 . . . . . . . . . . . . . _ § . . � S \ � ) . . -- - ~ & . 3 ! ` y ¥ . . � Aa afI | | a EFf / $ t � � .�. . . (. . .--- — _ ■ � ... . . .. . . � E �I a � » � 2 § ■ | | ! � % iE 7 . , . . . � N Er r -z1 R -i -1 Ip' -1 ox C N n :cD Z p m -'Oi. C�(L-:. 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This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHI (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Hardiplank, Cemplank,Hardipanel, Cempanel,Hardisoffit and Cemsoffitt APPROVAL DOCUMENT:Drawing No.HPNL-8X,HPLK-4X8 &HSOFFIT-8X, titled"Hardipanel& Cempanel;Hardiplank&Cemplank; Hardisoffit&Cemsoffit Installation Details",sheets 1 through 3 with no revisions,prepared, signed and sealed by Ronald Ogawa,P.E.,dated 04/02/04,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#02-0729.02 and, consists of this page,evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No 07-0418.04 Expiration Date: May 01,2012 Approval Date:May 31,2007 Page 1 James Hardie Building Prodtrts, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWING(submitted under NOA No.02-0729.02) 1. Drawing prepared by James Hardie Building Products,Inc. titled "Hardipanel & Cempanel; Hardiplank& Cemplank; Hardisoffit&Cemsoffit Installation Details", drawing No HPNL-8X, HPLK-4X8 &HSOFFIT-8X, dated 04/02/04,with no revisions, signed and sealed by R. L. Ogana,PE. B TEST (submitted under NOA No. 02-0729.02) Laboratory Report Test Date Signature 1. ATI-16423-1 PA 202&203 03/18/96 A.N. Reeves PE. 2. ATI 16423-2 PA 202&203 03/18/96 A. N. Reeves PE. 3. ATI 16423-3 PA 202 &203 03/18/96 A.N. Reeves PE. C QUALITY ASSURANCE 1. Building Code Compliance Office. D MATERIAL CERTIFICATION(submitted under NOA No. 02-0729.02) 1 Standard Compliance (ASTM C-1185)issued by ETL Testing Laboratories on 05/09/95 signed by D. K. Tucker, PE. 2 Evaluation Report NER-405 issued by National Evaluation Service, Inc. on 01/01/93, with no signature. E STATEMENT (submitted under NOA No. 02-0729.02) 1. No change letter issued by James Hardie Building Products, Inc. issued on 02/16/99, signed and by J.L Mulder. 2. Power of Attorney and Appointment of Domestic Representative, signed by P. Shafron on 04/17/02, Assignment and Memorandum of Assignment signed by T. P. Dolmans on 04/16/02 and Assignment for the trade marks of Cemplank, Cempanel and Cemsoffit to the Assistant Commissioner for Trademarks signed by V. Lester and P. Shafron on 04/18/02. E OTHERS 1. No change letter issued by James Hardie Building Products, Inc. issued on 04/02/07, signed and sealed by Chad Diercks,Technical Services Manger. 2. Engineer of record letter issued by Ronald Ogawa &Associates,Inc., dated April 3, 2007, signed and sealed by Ronald I. Ogawa, P.E. 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" 44� 6.ei : Cc mini _ o 1IN n � I O i\ I _ ESD EXTERIOR RESEARCH&DESIGN,LLC. FL CERTIFICATE OF AUTHORIZATION#9503 March 31, 2009 Rob Malandra Business Director—Siding Products Group CertainTeed Corporation 750 E. Swedesford Road Valley Forge, PA 19482 RE: Compliance Statement-2007 Florida wilding Code Norandex Vinyl Siding and Soffit Systems Dear Mr. Malandra: This letter serves to certify that the following vinyl siding and soffit products meet the requirements of Sections 1404.9 and 1405.13 of the 2007 Florida Building Code. Use Brand Product Profiles Thickness Woodsman Select D4, D41DL, D5, D5DL 0.042" Siding Norandex Ridgewood D4, D5DL, D6 0.044" Soffit Norandex T4 Soffit T4 0.038" This certification statement is based on traceable evidence that the products meet ASTM D3679-05 and ASTM D4479-04 requirements,as applicable,and are produced under audit by Architectural Testing,Inc.(QUA 1844)meeting the Quality Assurance requirements of F.A.C. Rule 913-72 (for more information,go to www.archtest.colr/vsi). Installation shall be in accordance with ASTM D4756-06+and the recommendations of the Vinyl Siding Institute",subject to the Limitations of Use outlined below and the wind load limitations set forth in herein. LIMITATIONS SIDING): I. This Evaluation is not for use in the HVHZ. 2. FBC 1405.13 limits vinyl siding to Type V construction. 3. Limitations relating to wind load performance are provided in below. 3.1 Unless otherwise noted,fasteners for vinyl siding are limited to min. I'/2" long (min. '/4-inch penetration)x 0.125" shank diameter x minimum 3/8"head diameter galvanized roofing nails. 3.2 Unless otherwise noted nails shall engage the stud framing members. 3.3 Use of the wind load performance worksheets is limited to wall height less than or equal to 30 feet. For elevations exceeding this limitation,a qualified design professional shall determine design pressures in accordance with FBC Chapter 16/ ASCE 7- 05111 on a project-specific basis for comparison to wind load resistance data in accordance with ASTM D 5206iv and Annex A I of D 3679. 3.4 Use of the wind load performance worksheets is limited to wall assemblies having either internal or external sheathing. For applications where siding is installed over open studding, a qualified design professional shall determine the required test pressure in accordance with ASCE 7-05 and Section A 1.2.3 of ASTM D 3679. BUILDING SCIENCE RESEARCH DESIGN CONSULTATION MAIN OFFICE: 80 YESLER WAY, SUITE 200 1 SEATTLE, WA 98104 1 TEL: 206 467 0054 1 FAX:206 467 5840 CONNECTICUT: 353 CHRISTIAN STREET, UNIT 13 I OXFORD, CT 06478 1 TEL: 203 262 9645 I_FA_x: 203 262 9243 LABORATORY: 10 MAUNEY COURT I COLUMBIA, SC 29201 1 TEL: 803 988 8133 1 FAX: 803 988 81 1 1 Mr. Rob Malandra-CertainTeed Corporation Re: Norandex Vinyl Siding&Soffit/2007 FBC March 31, 2009 Page 2 of 3 TRINITY � ERD FLORIDA WIND ZONE COMPLIANCE WORKSHEET,h<30 ft TFUNIT"Y"t3 FBC Section 1404.9,1405.13,ASTM D 3679-05 Wind Speed(mph)3-second gusts NORANDEX-Product Specific Data 90 1 100 110 120 1 130 1 140 150 Exposure Required Design Pressure(psi)(magnitude) 19.5 24.1 29.1 34.7 40.7 47.2 54.2 B Max.Nail Design Pressure Product Profile Nall Engage 27.3 33.7 40.7 48.6 57.0 66.1 75.9 C Spacing (psf) 32.4 40.0 48.3 57.6 67.6 78.4 90.0 D OK OK OK OK OK NO NO B 16"o.c. Studs 41 OK OK OK NO NO NO NO C Woodsman D4,D4DL, OK OK NO NO NO NO NO. D Select D5,DSDL OK OK OK OK OK OK OK B plywood and/or 8"o.c. scuds 72 OK OK OK OK OK OK NO C OK I OK OK OK OK NO NO D OK OK OK OK OK OK OK B D4,D5DL 16"o.c. Studs 152 OK OK OK OK OK OK OK C Ridgewood OK OK OK OK OK OK OK D OK OK OK OK OK OK OK B D6 16"o.c. Scuds III OK OK OK OK OK OK OK C OK OK OK OK OK OK OK D LIMITATIONS SOFFIT): I. This Evaluation is not for use in the HVHZ. 2. FBC 1405.13 limits vinyl soffit to Type V construction. 3. Limitations relating to wind load performance are provided in Appendix 1. 3.1 Unless otherwise noted, fasteners for vinyl siding are limited to min. 1'/2" long (min. 3/4-inch penetration) x 0,125" shank diameter x minimum 3/8"head diameter galvanized roofing nails. 3.2 Unless otherwise noted,nails for F-Channel and facia board securement shall engage the stud framing members. 3.3 Use of the wind load performance worksheets is limited to an eave height less than or equal to 30 feet. For elevations exceeding this limitation,a qualified design professional shall determine design pressures in accordance with FBC Chapter 16/ ASCE 7-05 on a project-specific basis for comparison to wind load resistance data in accordance with ASTM D 5206 and Annex A I of ASTM D 3679. 3.4 Use of the wind load performance worksheets applies to installation over open eaves. For applications where soffit is installed over enclosed eaves,a qualified design professional may determine the required test pressure in accordance with ASCE 7-05 and Section A1.2.1 and A1.2.2 of ASTM D 3679. FLORIDA WIND ZONE COMPLIANCE WORKSHEET,EAVE HEIGHT LESS THAN OR EQUAL TO 30 it(h<30 ft) TZI_ FBC Section 1404.9,1405.13,ASTM D3679-05 PROFILE/SPAN SPECIFIC WIND LOAD DATA Wind Speed(mph)1-second gusts 90 100 1 110 1 120 1 130 1 140 150 Exposure INSTALLATION OVER OPEN EAVES Required Design Pressure(pit)(magnitude) 19.5 24.1 29.1 34.7 40.7 47.2 54.2 B F-Channel Fascia Cap Product Span Attach Attach Design Pressure(psf) 27.3 33.7 40.7 48.6 57.0 66.1 75.9 C 32.4 40.0 48.3 57.6 67.6 78.4 90.0 D OK OK OK OK OK OK OK B T4 Soffit 12-inch 16-inch o.c 24-inch o.c. 61 OK OK OK OK OK NO NO C OK OK OK OK NO. NO NO D OK OK OK OK OK NO NO B T4 Soffit 16-inch 16-inch o.c. 24-inch o.c. 42 OK OK OK NO NO NO NO C OK OK NO NO NO NO NO D OK NO NO NO NO NO NO B T4 Soffit 20-inch 16-inch c.c. 24-inch a.c. 23 NO NO NO NO NO NO NO C NO NO NO NO NO NO NO D MAIN OFFICE: 80 YESLER WAY, SUITE 200 SEATTLE, WA 98104 1 TEL: 206 467 0054 FAX:206 467 5840 CONNECTICUT: 353 CHRISTIAN STREET, UNIT 13 1 OXFORD, CT 06478 1 TEL: 203 262 9645 1 FAX: 203 262 9243 LABORATORY: 10 MAUNEY COURT I COLUMBIA, SC 29201 1 TEL: 803 988 8133 1 FAX: 803 988 81 1 1 T Mr. Rob Malandra—CertainTeed Corporation Re: Norand-x Vinyl Siding&Soffit/2007 FBC March 31,2009 Page 3 of 3 This letter also confirms that CertainTeed Corporation has retained TrinitylERD to establish files with the Florida Building Code Information System(BCIS)in pursuit of Florida Statewide Product Approval(non-HVHZ)for the various vinyl siding and soffit profiles previously held by Owens Corning. Please contact our Connecticut office with any questions. Respectfully submitted, _x`,,;.,"", The facsimile seal appearing on this document was authorized by Robert Nieminen, P.E. Robert Nieminen, P.E. 59166 on Vice President 03/31/2009.This does not serve Florida Reg,No.59166 '.>s7..-, as an electronically signed document.Original,signed& Cell: (203)809-5614 F E sealed hardco ies forthcoming Email:robertnieminen@trinityerd.com via courier ASTM D4756-06,Standard Practice for Installation of Rigid Poly(Vinyl Chloride)(PVC)Siding and Soffa,©ASTM. Complete information on the Vinyl Siding Institute can be found at www.vr ny siding.ore. ASCE 7-05,Minimum Design Loads for Buildings and Other Structures,©American Society of Civil Engineers "D5206-96(2002)e 1,Standard Test Method for Windlood Resistance of Rigid Poly(Vinyl Chloride)(PVC)Siding,©ASTM. D3679-05,Standard Specification for Rigid Poly(Vinyl Chloride)(PVC)Siding,©ASTM. MAIN OFFICE: 80 YESLER WAY, SUITE 200 1 SEATTLE, WA 98104 1 TEL: 206 467 0054 1 FAX:206 467 5840 CONNECTICUT: 353 CHRISTIAN STREET, UNIT 13 1 OXFORD, CT 06478 1 TEL: 203 262 9645 1 FAX: 203 262 9243 LABORATORY: 10 MAUNEY COURT I COLUMBIA, SC 29201 1 TEL: 803 988 8133 1 FAX: 803 988 81 1 1 1 i,A J. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) Y Y; 800 Seminole Road _ D� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 DIM E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: c3j10 IO a '_�l f Japhning ent review required Ye No Applicant: / ��� vices Zoning e Administrator Project: ;!�nlhD n Q Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Dateof Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: UILDIN PLANNING &ZONING Reviewed by: Date: 7"/609 TREE ADMIN. Second Review: ❑Approved as revised. ❑De ied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 CITY OF ATLANTIC BEACH "P, 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001202 Date 8/24/09 Property Address . . . . . . 316 6TH ST Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc REPLACE 4 WINDOWS ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- BURKE THD AT HOME SERVICES INC 316 6TH STREET DBA THE HOME DEPOT AT HOME ATLANTIC BEACH FL 32233 SERVICES TAMPA FL 33610 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1596 Expiration Date . . 2/20/10 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. x'•-01 CITY OF ATLANTIC BEACH Q 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 O J I.i OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1,JOB ADDRESS'. 2.VALUATION OF WORK' 3:SQ.FT.UNDER ROOF. 31�.p S�. -� 15 4.LEGAL DESCRIPTION:. 5.CLASS OF WORK:I' 6.USE OF STRUCTURE: --7 ❑NEW BUILDING ❑DEMOLITION ESIDENTIAL LOT 1 BLOCK -3 SUB DIVISION �� ❑ADDITION ❑CONVERTING USE COMMERCIAL 7.DESCRIPTION OF WORK: 'ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER. ❑REPAIR ❑POOL/SPA ❑YES ❑WA eeolacy4 r ❑MOVE ❑OTHER ❑NO PROPERTY OWNER: CONTRACTOR ARCHITECT/ENGINEER: 9.NAME. 15.COMPANY NAME: 23.COMPANY NAME. lamVLY -Seyv_ 16.NAME: 1 24.LICENSEE NAME: B949- ;a 10.ADDRESS: 17,STATE O ORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 31`R ��� 18.ADDRESS: 26.ADDRESS: 4, 01 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: .3 a-S-7 Q05813 -wt a 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: FEE SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN OWNER) 31.NAME 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR (If Agent,Power of.Attorney or Agancy Letter Required) (Qualifier Only) . Signed. Date: Signe Date: �4 0 Before,ne this day of 2009 in the county of Before me thisyg day of Aiwo 2009 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared C l�M herin by himself/herself and affirms that all statements and declarations are herin by himself 17herself and affirms that all statements and declarations are true anfl accurate. true and accurate. �i Notary Public at Large,State of ,County of Notary Public at Large,State of I t County of�i0 ❑Persgnally Known personally Known }' ` ❑Prod,:ced Identifcaticn- ❑Produced Idenofica' Notary Signature: Notary Signature: Q r REVWWED FOR CODE COMPLIANCE m•unun.. u.................un......... / KELL'(L.JULIAN CITY OF ATLANTIC BEACH Comm#DD0766318 BLDG01 Permit IicaSon Bldg:RE%8EE1FVJRMTTS FOR ADDMONAL Expires 3/10/2012 REQUIREMENTS AND =V. CONDTITONS. o ��- �,���.�` Floresia Notary Assn.,Inc . �nao REVIEWED BY: DATE _ n.u.nanneuuace.n.uwuene.e.uuu .. i : AUG-19-09 10:09 FROM-The Home Depot/ 6365/ Pro Sales Desk +904-220-1402 T-441 P.001/001 F-343 City of Atlantic Beach Building Department 800 Sen uncle Road Atlantic Beach, Florida 32233 Telephone(904)247-5800 Fax(90-1) 247-5845 www.ccab.us W]ND-.BORNE DEBRIS PROTECTION AFFIDAVIT Date: _ Permit 7 /` Property Address:. ��C�..5/ (rr)�� I understand the Florida Building Code requires replacement windows in a Wind-borne Debris Zone be impact glass 3r have openings provided with wind-borne debris protection. I recognize the structure involved is located in a Wind-borne Debris Zone. I am in the process of having windows replaced wl dch require this protection but have elected not to have the required protection installed by my window contractor. I understand that before a final inspection may be approved, the required window protection must be provided. If the required window protection is not provided it will be a violation of State law and the City of Atlantic Beach may take appropriate code enforcement iwf on which may result in fines beings made against this property. I also understand that my insurance company may not reimburse me for damages suffered due to the lack of required window pr.)tection. I agree to have the mld-ed window protection installed on or before: 1�nC� (pate) 1 will be using the follov ring material to provide the window protection:(check one) A. Pli wood per the Florida Building Code __V' B. Ocher approved method (provide Florida Product Number) jmfRW 's insurance Company d arty Owner (Date) ame) STATE OF FLORIDA COUNTY OF DUVALr {f <- The foregoing innrume,nt,uaa acknowledged before me this C��day of At :S� 20 ,by (name of person acknowledging). ..........{ NALO ALLENREEDY••�••••. 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O'N O 3 o a n zn oo , a 0> Q_ 71 z o X a o Gl< yo c ons mf ” c �m ;' Z5 o (D 3 T P0 2 n D Z N D x D x Z �n �n O0- 0, z z 2 O I I I I ---I fes-6'MAX. T--13 6"MAX.--I I-�- PRODUCT: Do..m,nt• Pnpond By: w BUILDING CONSULTANTS. INC.W� /POSINGLE HUNG WINDOW Bo2R33 595 Pone N28 959197 ° rn r O ti to PART OR ASSEMBLY: Flo�ao Board et Prot••.lenol Enyln••n u t• Autheri-0— No. 9813 IA Cn NO DATE BY BUANCHORRING E REVISIONS Lyndon F. Schmidt, P.E. No. 434 C 200B P.BUDDING C0.91 TANTE INC. �.,,.. ITI . O � O CTA R W O ¢ D O D —i D D D n D O C a (D C a z -1 O •D O -6 ? a Q 3 _ ..• 0 p m N O 0 (n n < w D N �_ N d C _r ((DD rr C 'Q cn O d 3 cn 07 L n m r 7o p O v (OCD _0 (7D C Z) m CL c C M n M W np, m c m n c 3 `D 3 co c 3 c `n v c rt o I � � -I a) CD a c p� m lip,r (D (D 11n C C v < a = O o 0 0 I I � 0 Elm D c � _ 3 O r_ a -• < O W v O LI) � l<D (=D d O � v LT Q. Q (,qj W F.. V a OL C p (D p 0 � 0 a 7 n D :0zto n C C (D -0 v O jO rr 0 d v N fl1 O OL = p p p_ m _ � C < 3 3 0 f o o 0 3 o � W r 03 fu 7 x 'l7 Ln dG A m O � m O _ W o• (7 0) 112 x 1-112" 2X MATERIAL o ul WOOD SCREWS N SPRUCE-PINE-FIR 1.5615"-- .093" SG=0.42 OR BETTER uo C o ' Y e ? 7.675" 2.25' 2.25' 2.25' 0 0 Ere E .375' .965' 2.070' fluull E0 O3.250CHOR TO 2X STUD \w 2.-o g 2728 MULLION OR i0 2X BUCK - m S MATS: 606J-T6 USING N12 X 1-1/2" \ ti WOOD SCREWS �o w B N N MASONRY - 3,192 PSI MIN. (4) 1/4' X I-3/4' N CONCRETE CONFORMING 70 ACI 301 CONCRETE SCREWS ! Z a OR HOLLOW BLOCK CONFORMING SEE NOTE 1 0 �Q TO ASTM C90 oQ MULLION ANCHOR BRACKET 2728 (4) 1/4' x 2-1/4' v azo CONCRETE SCREWS. MAT'S: 6063-76 9� FOR 110 WOOD SCREW ANCHORING SEE NOTE 1 > AND MULLION TO MULLION ANCHORING N x.11 •a II it � �I � � N� 0 rc o Z u u M N x ISI \w ANCHOR TO MASONRY 7.675' u u USING 1/4" X 1-3/4' I--2.25"#2.25't 2.25"--1 •� SEE NOTE 1 NCRETE CREWS I I I I O o e a n - 3 - N8 X 3/4" SMS z d ANCHOR THROUGH iX BUCK — — ————— ® USING 1/4" X 2-1/4" CONCRETE SCREWS F F3 SEE NOTE 1 I x i • � � III III �� o N ® MULLIONo I N 9 U U N8 X 3/4" SELF o TAPPING SCREW Z C ® (10) N10 X 3/4" arc: 2 • SHEET METAL SCREWS MULLION . MULLION ANCHOR BRACKET 50-2728 7 N.T.S. n MAT'S: 6063-T6 ANCHOR n: DWS d 1. CONCRETE SCREWS ARE i 4" ITW BUILDER CONCRETE ANCHOR MULLION TO MULLION FOR CONCRETE SCREW ANCHORING / cwc.w LFS BASIC MULLION BRACKET ANCHORING SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1-1/4", opAwwc w°.: 2728 BRACKET SHOWN A MINIMUM EDGE DISTANCE OF 2-1/2"AND A MINIMUM FL-8478.1 a° a CENTERLIINE DISTANCE OF 2-7/4 5 SNEE7 10 a 10 1! s j, City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) Y >,i 800 Seminole Road -r Atlantic Beach, Florida 32233-5445 Phone (904)247-5826 • Fax(904) 247-5845 a� Q E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 31& ( sr lFire review required Yes oApplicant: �lel/ ALs g &ZoningministratorProject: /�} 0 orkstilitiesafetyvices Review fee $ Dept Signature Review or Receipt Date EFIorida ency Review or Permit Required of Permit Verified B pt. of Environmental Protection pt. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: =BUILDING PLANNING &ZONING Reviewed by: Date: D TREE ADMIN. Second Review: ❑Approved as revised. ❑D�nied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14/09 I i -r-' �► DEPARTMENT OF BUILDING 7988 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date AHgtzst4 19 86 241175 T 61, 148. 00 240. 75 1402 1 nl�Cl•759/ Valuation$ Fee$ 9,09�0 0 7900 •00CA This permit not valid until above fee has been paid to City Treasurer,and is 14'82 ( A 9/09/0 subject to revocation for violation of applicable provisions of law. 100n This is to certify that PEGGY CORNELIUS PO Box 201 Neptune Beach has permission to build Single Family Home (without pergola or belvedere) Residential _� ' Classification Zone � Owned by Kay Kaufmann Lot_ Block S/D House No. 316 SIXTH STREE 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 4 D 4-00 O Building material, rubbish and debris I from this work must not be placed in public space, and must be cleared up and hauled away by either con- trac�py or owner. ilding Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER :cress Heated Square Footage �/ 2 @ $ Co.--per sq ft = $ D m / Garage/ ed2 eP, � @ $ 136)©o er sq ft = $ /� - Carport/Porch @ $ per sq ft = $ Deck d @ $ per sq ft = $ Patio $ per sq ft = $ TOTAL VALUATION: $l I, Total. Valuation 1st $ A-0. o ay _ Remain Valuation � .per thousand or portion thereof ------------------------------- -------------, Total Building Fee $ U - ADDITIONAL PERMITS and/or FEES REQUIlZED + k Filing Fee $ ` Fireplaces @ 15.00 $ Mechanical BUILDING PERMIT FEE $ O Plumbing Electric/New --------------------------------------- ---- Electric/Temp U Septic, Tank BUILDING PERMIT $ G- i WATER METER CHARGE $ 5 Well :', Swimming Pool SEWS F 3 S ACT FEE ' $ y Sign WATER IMPACT FEE $ Cvo • . Water Connection LIZ MIS AUS $ Sewer Comiectian $ Water Meter ✓ $ a Elevation Certificate GRAND TOTAL DUE $ �o ------- ----------------------------------------------------------------'---------1--�-------. CALCULATIONS and/or NOTES t . -.I • 1. 1 r i ill t CITY OF Office Of Building Official �f (' REQUEST FOR INSPECTION v g t 109— .11) � y , / permit No. Date f' / A.M. District No- Time o. T�ived M. f Locality Job Ad cess Owner's /l Contractor MECHANICAL Name ELECTRICAL PLUMBING CONCRETE Rough ❑ He Gond.8 BUILDING ❑ Rough Wiring ❑ ❑ Heating Framing ❑ Footing ❑ Temp Pole ❑ Top Out Fire piece Re Roofing ❑ Slab Final 11 pre Fab Lintel ❑ A.M. READY FOR INSPECTION Friday P.M. Wed Thurs. ���' Dion Tues. A.M.Made Final Inspection O Inspector Certiticate of Oocupancy Date MODifying * 63 Modified. ADDRESS [SIXTH STREET 316 ] CONTRACTOR (CORNELIUS CONSTRUCTION ] OWNER [KAUFMANN, KAY ] ELECTRICIAN [BROOKS & LIMBAUGH ] BUILDING PMT179881 ELECTRIC PMT150951 MECHANIC PMT179891 PLUMBING PMTC79901 TEMP POLE C ] FOOTING CAP 9/12/86 ] RGH PLUMBINGCAP 10/17/86 ] SLAB CAP 10/22/86 J FRAMING [ 12/19/86 ] RGH ELECTRIC1I2/19/86 ] MECH/TOP OUT112/19/86 ] FINAL ELECT CAP 3/3/87 ] FINAL CONST CAP 3/3/87 ] OCCUP CERTIFCOR 3/4/87 ] COMMENTS [ROUGH WIRING IN SLAB APPROVED 10/22/86, SLAB FAILED Done. Find next one, or Quit this find? ( F or Q) F BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested : 3/4/87 Building Contractor: CORNELIUS CONSTRUCTION Building Permit Number: 7988 Address : 316 SIXTH STREET Legal Description: SUBDIVISION"A" 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 Comments: BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY: �c7 Fire Chief ----- 3/4/87---------- ---�-------L-- �----- Public Works 3/4/87 Planning Director 3/4/87 � — Building Inspector ----- 3/4/87 C����if ir�tt�e �f (�rru�rtt�r� CITY OF NSC - � a Brpttr#mrn# of +wilding �n }�rr#ion 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. New Residential -7988Use Classification Bldg.Permit No. Group Type CoostnsRion Frame Fire DistrictAt l atlt i r BAa fh Kaye Kaufmannddre55_Atlantic Beach Owner of Building — 316 Sixth Street Subdivision "A" Building Address Locality Iz Rene' Anness By arch 41 ' 987 Building Official Date: POST IN A CONSPICUOUS rues CITY OF ATLANTIC BEACH y 800 SEMINOLE ROAD s� ATLANTIC BEACH,FL 32233 V� INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029241 Date 12/06/04 Property Address . . . . . . 316 6TH ST Tenant nbr, name . . . . . . CABANA/POOL HOUSE Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 87162 Owner Contractor ------------------------ ------------------------ BURKE, SHAWN NORTHEAST FLORIDA CONTRACTING 316 6TH STREET 1840 SOUTHSIDE BLVD, SUITE 2B ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 246-5627 (904) 724-6830 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 412 . 00 Plan Check Fee 206 . 00 Issue Date . . . . Valuation . . . . 87162 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Fee Total 412 . 00 412 . 00 . 00 . 00 Plan Check Total 206 . 00 206 . 00 . 00 . 00 Grand Total 618 . 00 618 . 00 . 00 . 00 t PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUHAING CPPES. N BUILDING OFFICIAL RECEIVE ._. CITY L INGATL &NTIC_O !NG CITY OF ATLANTIC BEACH >' BUILDING 8 7_ON NG Y NOV 3 2004 BUILDING PERMIT APPLICATION yr 1 (Alterations&Additions) -- BY: Date: r-- Job Address: -ee7� Owner of Property: _5';�q jaZ� 2 HrIeke o Address: __716 4 free f Telephone: 90Y-.25/4 - 56a Legal Description: Block Number: —7 Lot Number: 7 Zoning District: / s2 --- Contractor: ;�,� o/ ,J Go�`ja r,,, State License Number: (f /SCJ 66fjo� Contractor Address: /�-�/�3 S��� �i_t,�e /`a/ �R„ { �1S -70201/� Telephone: 9 Fax: _ 96>44 Describe proposed use and work to be done: :::z, /Z Le z Present use of land or building(s): 0/00 Valuation of proposed construction: Z 9 7, What are the dimensions of the added space: S feet x l/ feet Will the added area be heated and cooled? ;Zes- New electrical or increase in service? Add plumbing fixtures? ele S Add fireplace? Add heating/air conditioning? , Is approval of Homeowner's Association or other private entity required? lVa If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ,k�&O. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all info tion provide 'th this application is correct. Signature of owner: Date: n4� I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: 0� Address and contact in%;Watton of to receive all correspondence regarding this application(please print). Name: 4K<<,/( .TDorf,. , Mailing Address: -5r-,le,/,,/s.i-/_- ,L. ,:/, 0?2? Telephone: W- 7d y-6 e-70 Fax: 9Ds/- j o?S/-�'5��6 E-Mail: �i c k 11JCj'c 0,n © :o&7 e N Tf: /Ve-,0'- AS AS TO OWNER: Sworn to and subscribed before me this 34 day of Na ✓ 200. State of Florida,County of Duval ' o Y ELLEN LAVAKE Notary's Signature: k" ,� MY COMMISSION#DD 342487 •. EXPIRES:August 1,2008 o„gib& BuidedThru NMry PLOk urderwrftws ❑ rsonally known �oduced identification Type of identification produced FL T)L 6 LO-0/;t-73 -92- AS 2AS TO CONTRACTOR: Sworn to and subscribed before me this 3 rA day of N fl V e n��yCf ,20A+—. State of Florida,County of Duval Notary's Signature: ELLEN LAVAKE MY COMMISSION#DD 342487 ❑ Personally known W EXPIRES:August 1,2008 p��� BondedThruNderyPoicUnderwrhers 'Produced identification -.y... Type of identification produced �� L C �U-7 3 U -7.7- 11-7 -O 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 3 Revised 1/04 •-i, -,,,1 r�1 CITY OF ATLANTIC BEACH C�Ford L. Higgins BUILDING / ZONING DEPARTMENT oer 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 -- (904)247-5845 Fax F - CIT`V :H E PLAN REVIEW COMMENTS NOV 3 r2uC4 C�� - 292 }1 Permit Application # BY Property Address: 31 6 6 TH srREET Applicant: N 0 R fi11T,-A 5� ROMA S A C o1V 7 M CT) N G INC- Project: CAI � pt / foot, Mysle This permit application has been: Approved 0 Reviewed and the following items need attention: Please re-submit:ur application whenu these items have been completed. r^�� Reviewed By: Date: / V O CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET J v� Date: � � AA Address 3 S 7-- _ KSr4 N 14 /(-DLJ T fDa� Heated Square Footage @ $ per sq ft= $ Garage/ Shed @ $ - per sq ft= $ Carport/Porch @ $ per sq ft = $ Deck s ' @$ per sq ft = $ Patio @ $ per sq ft = $ (f , TOTAL VALUATION: $ 7 1U. 61D $ Total V uation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: '-2 + '/2 Filing Fee $ FLOOD ZONE: X ( ) Fireplaces @ $35.00 $ O IMPERVIOUS SURFACE: �� BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ _ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( ) RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ 3 ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 . i, � CITY OF ATLANTIC BEACH �Fordl J' BUILDING / ZONING DEPARTMENT s. Doerr 111 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax R E C E I V '- J:;tOr CITY 7F ATLANTIC g�;, ")AG R 7(-" PLAN REVIEW COMMENTS I NOV 3 2004 i Permit Application # 6 4 - 2 9 24 ) BY: Property Address: 31C STN STRE�ET Applicant: NnRTHf.AST 'FLnR)pA CONTRACTING 1N c. Proj c h� atte on: Pleas completed. Reviewed By: a �`� Date: J� Garage,Private shall mean a detached residential Accessory Structure or a portion of the Principal Building used as a work or hobby space, for recreation or leisure activities,®for the storage of motor vehicles and personal property belonging to the occupants of the Principal Building. A Private Garage may contain sleeping quarters, electrical service and plumbing, but shall not contain a Kitchen and shall not be converted to or used as a Dwelling Unit. No Home Occupation shall be conducted with a Private Garage, unless approved in accordance with the provisions of Section 24-159. A carport shall be considered as a Private Garage. (See Section 24-151 (b)(1) iv.) Garage, Public shall mean a Building or portion thereof, other than a Private Garage, designed or used for the parking, storage and hiring of motor vehicles. Public Garages shall be permitted only within commercial and industrial Zoning Districts. Garage Sale shall mean a temporary event for the sale of personal property in, at or upon any residentially zoned property, or upon any commercially zoned property independent of any business licensed under this Code to conduct retail sales upon such property. Garage Sales shall include, but not be limited to, the advertising of the holding of any such sale, or the offering to make any such sale, whether made under any other name such as yard sale, front yard sale, back yard sale,home sale, patio sale, rummage sale. Government Use shall mean the Use of Lands owned by the Federal, State or local government used for a purpose, which is related to governmental functions. Any lawful activity is permitted without restriction. Any Lands used by a government, which are converted to private ownership, shall comply with the requirements of the particular Zoning District classification and the Comprehensive Plan. Grade,Calculated Average shall mean the average elevation of a site, calculated prior to excavation, fill or Land balancing. The average elevation of the site shall be determined by superimposing a horizontal grid composed of ten (10) equidistant lines by ten (10) equidistant lines, arranged such that the outer perimeter lines shall be substantially aligned with the exterior Lot lines, over the existing site. At each of the intersections of the lines of the grid, the existing grade elevation shall be determined by a registered Land surveyor using standard practices. The average elevation of the site shall then be determined by adding the one hundred (100) elevations as measured at the points of intersection of the grid together and dividing by one hundred(100). This calculated average elevation shall be used for all determinations of Building heights on that site and shall be recorded in the records of the City. Alternatively, and by mutual concurrence of the property owner and the Building Official, on sites where the existing grade is predominantly flat,with few or no variations of grade, the calculated average grade may be calculated by establishing the elevation at the points of intersection of the exterior Lot lines plus one (1) point at the approximate center of the property. All points measured shall lie on or within the Lot lines of the property. Grade, Developed Calculated Average shall be used for Lots with existing Structures or sites where a Structure previously existed and no record or means of determining the Calculated Average Grade exists. The Developed Calculated Average Grade shall be determined by superimposing a ten by ten grid of elevation points over the entire Lot. The average elevation of those points not lying within any portion of an existing Structure shall be the Developed Calculated Average Grade for the purpose of Building height measurements. Alternatively, and by mutual concurrence of the property owner and the Building Official, on sites where the existing grade is predominantly flat, with few or no variations of grade, the Developed Calculated Average Grade may be calculated by establishing the elevation at the points of intersection of the exterior Lot Lines. All points measured shall lie on or within the Lot Lines of the property. Grade, Finished shall mean the elevation of a site after all fill, Land balancing or site preparations have been completed. Finished grade shall not be used in the calculation of allowable Height of Building. Group Care Home shall mean any Dwelling, Building or other place, occupied by seven (7) or more Initial Effective Date: January 01,2002 11 Last amended June 28,2004 as adopted by Ordinance Number 90-01-173 as adopted by Ordinance 90-04-185 DEPARTZMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 iso TELEPHONE:(904)247-5834 FAX:(904)247-5843 SUNCOM:852-5834 « � 'J http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 04- 1292 41 Applicant: NE FLOC )pps CONTPACT ING INC Address: 316 GTN SIM T ) roject:. CAMN A / POOL HOm co� Your application is approved as noted by the Public Utilities Department. Final application.approval must come from the Building Department. o Your permit application has been reviewed by the.Public Utilities.Department and the following items need attention: 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. Rw d by onna Kal Public Utilities Director 7 Date/Z– — ignature Contractor Notified Date Book 10233 Page 1569 1:9: 100W4986 5. MIN, RETURN Pi e: 1569 Filed & Recorded PHONE# 91— 'ROS-4 11/20/2001 09:01:47 � JIM FULLER CLERK CIRCUIT COURT NOTICE OF CONIMENCEiNIEN�AL COUNTY TRUST FUND $ 1.00 RECORDING $ 5.00 TO WHOM IT MAY CONCERN: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE"CF CONWENCENIENT. Description of Property tsloc-tc -1 S'LkcGvI,%im J General Description of Improvements S�� L c << c�r Izn, d I�LC'lr'C 1 In��J � �✓✓!�,y � 1(�Ji ° �a,� OwnerYLcpreo� �� Iy ddress: Owner's interest in site of improvements: Fee Simple Title Haider(if other than owner) Name Address Contractors r Address S 1-t ST FT- Surety (if any) Address Amount of flond $ Name of person within the State of Florida designated by owner upon whom-notices or other documents may be served: Name Address In addition to himself, owner designates the following person to receive a copy of the Leinors Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in' at Owner's option). Name 4 MY COMMISSION t DD 030526 EEXPIRES:June 3,2005 �� BorxW Thru Notary Pubic Underwriters p Owner Swam to and subibed !Ca me this v_d c cxr! �7-ctl 0-f l DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE A , ATLANTIC BEACH,FLORIDA 32233-4318 J TELEPHONE: (904)247-5834 Ss1 ,,.. FAX: (904)247-5843 SO SUNCOM: 852-5834 J http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 0y- Applicant: y-Applicant: FLORIpp, CONfiRACIING SNC Address: 316 6 ZN S�R�E T Project: ODLAGk ❑ 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: Provide erosion and sediment control plans with details . Provide drainage plan showing existing and proposed runoff patterns . In accordance with Land Development Regulations, Section 24-66 (b) , provide on-site storage calculations and plan for providing required storage. (Sample attached) . 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. Reviewe by R c "Carper, P.E., Public Works Director ., Date � � Signature C Contractor Notified Date ax_ ��y Runoff Volume Calculations (Ref City of Atlantic Beach Zoning, Subdivision and Land Development Regulations, Section 24-66(b): Volume calculations for lots that require on-site storage should be based on the difference in run- off volume generated by the new impervious area("delta volume")and would be calculated by: V=CAR/12,where -V=volume of storage in cubic feet, A=area of the lot in square feet, R=25 year and 24 hour rainfall depth(9.3 inches)over the lot area,and C=run-off coefficient,which is 0.6 for the 50%maximum impervious coverage,0.4 for 25% impervious coverage,and 0.2 for 0%impervious coverage. This delta volume(post V minus pre V in cubic feet)must be stored at least 1 foot above the wet season water table and below the overflow point to off-site(in many cases this may be the adjacent road elevation). As an option,and as approved by the Director of Public Works,the owner of the parcel to be developed or redeveloped may implement,at the applicant's cost,off-site storage and necessary conveyance to control existing flood stages off-site. Sample Calculation: Assume vacant lot size of 100' x 50' = 5000 ft' Predevelopment: Runoff Volume=0.2(no impervious surface) * 5000 ft*9.3 in./12in./ft V=775 ft' Post development: Runoff Volume= 0.6 (50%impervious surface) * 5000 ft'*9.3 in./12in./ft V=2325 ft' Delta Volume=2325 ft'-775 ft'-1550 ft'(This is the volume of storage that must be provided for this lot,either on the building site,or with Public Works approval,offsite). Required Documentation: Include a block or section on the Paving and Drainage Plan showing the requirement and amount of storage provided. (See example below) Stormwater Stora e Requirements Area Percent Im ervious Runoff Volume F Ft Predevelo went Ft Post Develo ment Ft Ft Stora a Volume Re uired: Ft Stora a Volume Provided: CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (Alterations & Additions) Date: r— Job Address: Owner of Property: Z91.,ke o Address: �j� r� �����f Telephone: v Legal Description: Block Number: -7 Lot Number: 7 Zoning District: —jjContractor: R L, c i d .� ��v�`I c;vr� State License Number: -,C /S O ,r ,� � Contractor Address: 1�--�G � ��+�/ s;.�� ��� � T1s Telephone: - l«�'i�' 6 r���G Fax: >6>/� Z/— L Describe proposed use and work to be done: �e /�&2�a E7 Present use of land or building(s): /��� sii��' t' �a17 Valuation of proposed construction: er 7 /065 What are the dimensions of the added space: 05- feet x // feet Will the added area be heated and cooled? New electrical or increase in service? -,-57.e00 ? Add plumbing fixtures? 61`SS Add fireplace? ,L�2 Add heating/air conditioning? Is approval of Homeowner's Association or other private entity required? ,J© If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of till material or the removal of any trees? �NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. KNO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 . Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Revised I/04 Page 2 CITY OF ATLANTIC BEACH -' 800 SEMINOLE ROAD Y r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029499 Date 1/07/05 Property Address . . . . . . 316 6TH ST Tenant nbr, name . . . . . . 8 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BURKE, SHAWN CHRISTY FIRST COAST PLUMBING 316 6TH STREET P.O. BOX 50446 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 247-4419 ----------------------------------------------- ------------------- ---------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 98 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 98 . 00 98 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 98 . 00 98 . 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 THIS 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. • BUII.,DIN FFICIAL Jan 06 05 12: 47p Julie Christy 904-249-4660 p. 1 RECEIVES I CITY OF AT,LANTIC^BEACH .JAN 0 6 2004 BY' CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Property Address:^� + S J► °"� �t 6 (J — Owner: rnii' (24 c/ S`14wn k-e– Telephone#_ 7 Sb r L7-- /� Contractor. (� �'�S r S �Q'isT m1�i. G. Telephone#: 1Y -yy� Contractor Address- 3i F#: In consideration of perIIlis given for doing tlre work ss described in she about sratrmeM we hereby agree to perform said wofk in accofdanet with the attached plans aW specifications which arc a pact h mof and in accordance with the City of Atlantic Seueh ordinance and standards of good pmctice fisted therein inst;altasian of plumbing and rixmfc$rr U%be in accordance with tfte vast recent cdiU- of the S-Item&—darts PlumbaEg Code. If()thea construction is being done on this building or site, PlumbingFype: list the buil ' Pe:mrt amber Plumber Fixtures: z Show ers � Bath Tubs Closets- _ Shower Pans Dishwashers Sinks Disposals Urinals- Floor Drains Wing N4achine _ Lavatory wader Sewer _____ Water Heaters other } Fees 1 Permit Lssning Fee: moo Total Futures: X$7-00 f 535.00= wo sen*"e Road.Atiardje Beach,Florida 32233.5445 Phone:(904)247-MOO- Fax. (904)247 845• http:llwww.p_atf2utite-beaeh-fl.Revised 1/04 CITY OF ATLANTIC BEACH I 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 �J.i31 t Application Number . . . . . 04-00029241 Date 1/07/05 Property Address . . . . . . 316 6TH ST Tenant nbr, name . . . . . . CABANA/POOL HOUSE Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 87162 Owner Contractor ---------- -------------- ------------------------ BURKE, SHAWN NORTHEAST FLORIDA CONTRACTING 316 6TH STREET 1840 SOUTHSIDE BLVD, SUITE 29 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 246-5627 (904) 724-6830 ------- --------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc 9 FIXTURES Sub Contractor CHRISTY FIRST COAST PLUMBING Permit Fee . . . . 91 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 91 . 00 91 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 91 . 00 91 . 00 . 00 . 00 i 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. JAL �).A& r . BUILDING OFFICIAL Jan 06 05 04: 17p Julie Christy 904-249-4660 p. l CITY OF ATLANTIC p PLUMBING PERMIT A.pLICA:T ON �oj; Date: Property Address: -31& 57o2'J Qwaer:lT� �Wn 3Telephofle#:�y'l Contractor a� l.'FaX#- 9- Pp /. yc oyNl�SB 3 COD1ZaCtOr Addt t°33:� tMe hereby�°C LO P�O1�a said work is m the above saucmeei- C' of Atlantic Beach Of t Sven for doing the work u dcich arc a P'd hetoof and in arr_ocdamc vrith nY �copsidcratioa Pim" ons vrhicit ,writfi the attached plans and standards of good practice listed thete- ��plumbing Wsmlla4on of plumbing and Cixturo must be in accordance w th the most �ccrn[edition of dc Sofia Cocks being done on this building or site. If ott[rr coostrttcoon it number Type= -- list the baiidiag�P�'i-,� 1 -Q New Re-pipe Number of Vvaurew- / Showers Bath Tubs Shower Pans 3 Closets Sinks Dishwashers UzinalS Disposals --'' y washing Machine Floor Drains ---' Waver 3 Lavatory -----'' / , water Heaters Sewer Other Fees permit Issuing Fee. $35.00 Total Fixtures: --±— X$7.00 + $35.89= We Serrtinale Road.Atlantic Bench,Florida 322335445 Phone:(904)247-5800- Fax: (904)247-5845• http:ltwww.d_atlantic-beach.6-us Revised 1/04 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 2475826-FAX: 2475877 PERMIT INF€ RIQI ►T[ON LOCA TI RMATION Permit Number: 23087 Address: 316 SIXTH STREET Permit Type: REMODELING ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):7 Block: 7 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: 19,363.00 "' OWNED ATION'. .' Date Issued: 11/30/2001 Name: BURKE, SHAWN AND ANDREA Total Fees: 165.00 Address: 316 6TH STREET Amount Paid: 165.00 ATLANTIC BEACH, FL 32233 Date Paid: 11/30/2001e: (904)791-4654 Work Desc: REMODEL GARAGE-J,010USSTIR CONTRACTOR( . ..__ y FEES PROPERTY OWNER f 165.00 r ej r- r�� - ri, � x C IN: a' NO ; ' _QUESTED AT LEA BUILDING MATERIAL, IS FROM THIS WQRK P D MUST BE CLEARED UP } = Y; X I*k _. _ T_RA+ FAILURE TO COMPLY PROPERTY OWNER PAYI N. ISSUED ACCORDING TO APPROVED P RMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS PAID DEC 3 2001 CK#___ _ 1601d 14 AT IC BEACH BUILDI _ date:12/6 /81 81 Receipt: �816�37 88186663221863 fLf CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 3 c ` S ( YTH S7-. /1EhoDF Gh2/�4 ( To Gu�sT QDOK Date Heated Square Footage @ $ q0 , Od per sq ft = $ 1Q. 342 . 70 Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ ( gf 3(�2 . 7o Tota Valuation 1st $ i o00 ( y 3 63 IF S,— $ SJR Remaining Value $S-.aa per thousand or portion thereof TOTAL BUILDING FEE $ / 0 � + 1/2 Filing Fee $ S^ / ( ) Fireplaces @ $15 . 00 $ o BUILDING PERMIT FEE $ l G `7 WATER IMPACT FEE $ n SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ /l ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : R E E D CITY OF ATLANTIC BEACH jio�q 2 0 20 PERMIT APPLICATION REMODEL, ADDITIONS, OR AL�FtyRAo Offiftntic Beach MOVING, DEMOLITIONS Ruildno.and " .c, Owner(s) ►�t t' ���� �t ' Job Address i)(4k C1,j i 111— Phone '1A{r2" C Lot# Block or Unit# Subdivision A I Contractor State License# Address Phone City State Zip � Describe work to be done Al caY\CGS ut� t�mn Oak 6 ' all- llI �k� Present use of building000 ` Valuation of Proposed Construction 10, Proposed use L Is this an addition? If yes, what are the dimensions of the added space: x, It. Will the added area be eated and cooled? New electrical (or increase) New plumbing fixtures? WUt New fireplace? New Heat/AC? SUBMIT THREE (COMMS CIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCL DING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFIDAVIT, I WNER I C��CTOR. y Signature of OWNER Date: O� Signature of CONTRACTOR Date STATE OF FL IDA (� COUNTY OF ct�� Sworn to (or affirmed) and subscribed before me this. AD day of AS TO OWNER: Notary's Signatur ❑ Personally kn5; ST V1,_. s GEORGIA AHORN Produced Identificabon Y MY cOMMISSION#DD 030526 EXPIRES:June 3,2005Type of'dentification produced '•'f pd CP30 0/a `7 3 8-2HO Bonded Thru Notary Pone underwriters Sworn to (or affirmed) and subscribed before me this day of . 200 AS TO CONTRACTOR: Notary's Signature ❑ Personally known ❑ Produced Identification Type of identification produced CITY OF 800 5E;vMfOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 F_AY(904)247-5805 SETNCOZA 852-5800 CHAPTER 489, FLORIDA STATUTES, PART I 'CONSTRUCnCN CONTRACTING REQUIRES OWNER/BUILDER TO ACKNOW1 1MGe THE LAW: DISCLOSURE STATEMENT FOR SECTION 489. 1 03(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY uCENSED CONTRACORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO aUILD OR IMPROVZ A COMMERCIAL BUILDING AT A COST OF $25,000.010 OR LAS. THE BUIL-DING MUST BE FOR YOUR USE AND OCCUPANCY. CT MAY NC7T Be BUILT FOR SALE: OR LEASE. IF YOU SILL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFT--R THE CONSTRUCTION IS COMPts-TE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SAL` OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLJCENSF-D PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. iT i5 YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORICJNANCES ALSO ALLOW AN OWN£R TO IMPROVE THEIR OWN PROPERTY WHEN T IS FOR PERSONAL OR FAMILY USE. AND LIXEANISE REOU'1RE ALL WORK (O(CEPT MAINTENANCE UNDER $Z,OCC) BE UNDER A 9UILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORT( TJ-IE.MSELVES; OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER DIRECT SUPERVISION OF THE OWNER, WHO MUST• Be ON THE JOB AT ALL TIMES WHILE WORK IS 1N PROGRESS BY UNLICENSED TRADES PCOPIE_" T1-05 DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY Be LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE: SUILOING DEPARTMENT SUGGESTS WORKERS COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS I145URANCr- POLICY CLEARLY PROTECTS THE CWNER. OWNERS MIRING WORKERS BECOME =MPLOY'•�RS AND 3HOULD ALSO OBSERVE IRS WrrHHOLDING TAX ANO/OR FORM 1 099 REQUIREME•fTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYEq UNDER AMY CIRCUMSTANCES. OWNERS BEING SUBJECT Ta $5,OCC Pa_NALTY uNDER FLORIDA STATUTE N4, 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYS{CALLY SEL' THE COUNTY "CERTIFICATE OF COMPETENCY OR THE FLORIDA "CONTRACTORS CE MFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TeLEPMONE THE BUILDING DEPARTMENT (Z47- 5826) IF IN DOUCT, I HERESY ACKNCV LEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REOUIREMENTS FOR THE ISSUANCE OF AN OWNER-5UILMER ERMrr. �Y GEORGIA A.HORN _ ;'__ MY COMMISSION#DD 030526 : g= EXPIRES:June 3,2005 PROP NE"UILDER qs fl,. Bonded Thru Notary Public underwriters j 4/: ADDRESS �t TELEPHONE ��SWORN TO AND SUBSCRIB 8 ORE ME THISc- Y OF jk � ' �`• — �e' r" NOTARY PUB C j r ?-�� NOTE. PHRASES; UNDERuNED�ABOVE MY CO MISSION EXPIRES: (� J ARE EMPHASIZED BY THE BUILDING D EPARTM ENT. CITY OF pcl-� Office of Building Official REQUEST FOR INSPECTION Data Permit No. Time A.M. Received P.M. District No. Job Address Locality Owner's /� � �. Name `�- - SHS Contractor t BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.S ❑ Re Roofing ❑ Slab 2 Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Thurs. Friday P.M. r A-M-- Inspection Made 40/ M. Inspector t Final Inspection❑ Certiticate of Occupancy Date CITY OF ©� ' \r,,*D l Office of Building Official �) REQUEST FOR INSPECTION Date Permit No. Time A.M. P.M District No. Received Locality Address /� ' y N mer s Contractor (/ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Z Temp Pole ❑ Top Out ❑ Heating Re Roofing ❑ Slab I Fire Place ❑ Lintel ❑ Final ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Mace P.M. Inspector Final inspection❑ Certificate of Occupancy Date CITY OF 4tr Office of Building Official �j REGIUEST FOR INSPECTION Date 1 `� Permit No. v Time A.M. Received P.M. District No. Job Address Locality Owner's � Name Contractor( &Cy� BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Bough Wiring Z Hough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab a A.M. Mon. Tues, Thurs. Friday P.M. Inspection Made 6 Inspector Final Inspection❑ Certificate of Occupancy Date INSPECTION LOG JOB ADDRESS CONTRACTOR OWNER c�ti BUILDING PERMIT ELECTRICAL PERMIT PLUMBING PERMIT L] TEMPORARY POLE PERMIT MECHANICAL PERMIT_ `� 'V71A MISCELLANEOUS PERMIT FLOOD ZONE DATE SURVEY FILED Called-In Approved J .F .A. Temp Pole Footing S 1 ab 7i C v Framing Plumbing (R) S C)— Electrical )—Electrical (R) Mechanical Fireplace Top out OtherD Electrical (F) FINAL INSPECTION Certificate of Occupancy Issued COMMENTS : U� off, i CITY OF Fed - �?&VCda 716 OCEAN BOULEVARD �- P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 March 3, 1987 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 satisfactory: Permit #5095 - 316 Sixth Street Permit issued to Brooks & Limbaugh Permit #5079 - 1979 Brista De Mar Circle Permit issued to Adkins Electric Since'pily, Rene'yAn ere Community Development Director cc:building file CITY OF Office of Building Official REQUEST FOR INSPECTION Date Time Received Dri Permit No. Received Q P.M. District No. Job Address `D Owner's Locality y BUILDING Contractor CON RETE ELECTRICAL Framing p Re Rooting ❑ Foo 0 Rough Wiring ❑ PLUMBING MBING ❑ MECHANICAL Slab Temp Pole Air.Cond.$ ❑ Lintel ❑ Final ❑ Top Out ❑ Heating ❑ Fire Place p Mon. READY FOR INSPECTION Pre Fab Tues. Wed Thurs. A.M. Inspection Made A.M �ay ..P.M. Inspector Final Inspection❑ Certificate of Occupancy Date CITY-OF. Office of Building Official /REQUEST FOR INSPECTION Date Time Permit No. Received A.M. P.M. 4 ,.:— ODistrict No. �J.bAdd,�..s wner's Locality Name BUILDING Contractor CONCRETE ELECTRICAL Framing Footing L PLUMBING Re Roofing ❑ Slab Rough Wiring ❑ Rou h MECHANICAL Temp Pole C g Air.Cond.& O Lintel Top Out ❑ Heating Fire Place Ej Mon. Tues. READY FOR INSPECTION Pre Fab Inspection Made 7 � Thurs. Friday — < 5� Inspector P.M. Final Inspection❑ Certificate of Occupancy Date CITY OF ATLANTIC BEACH I 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030416 Date 6/08/05 Property Address . . . . . . 316 6TH ST Tenant nbr, name . . . . . . ROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 11000 Owner Contractor ------------------------ ------------------------ KAUFMANN, KAYE M. OWNER 316 6TH STREET ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 11000 Fee summary Charged Paid Credited Due -------- ---------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 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. -6, r. &k B F CITY OF ATLANTIC BEACH Cc: � Ehr BUILDING / ZONING DEPARTMENT Higgins -k 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 Jf31�` (904)247-5800 - (904)247-5845 Fax R E C EIV-1f C3 www.coab.us CITY OF ATLANTIC BEACH BUILDIN(; & znN'N(, PLAN REVIEW COMMENTS MAY 2 5 2005 Permit Application # OS BY. Property Address: -�3 1 Co �-► 5 i Applicant: —�—��So iJoo�l ►-�C Project: This rmit application has been: Approved Re ' ed a e fo wing items need a ' Spec- S k<F/7k S S c Gil IJ� S'T J �?-T D Z `wt,i 5 v L L2c� tX'( Q f' Please re-submit your application when these items have been completed. Reviewed By: 1 Date: ' c Date Contractor Notified: 0s, IJ CITY OF ATLANTIC BEACH � � Cc: .. r' r Sf BUILDING / ZONING D - E1�N-�tG eEP�H D ` rt, 800 Seminole Road Cts{ OLQ1�Cy&2� S. Doerr Atlantic Beach,Florida 32233 gU (904)247-5800 —_--..----- (904)247-5845 Fax ,,U►e �}Za R E� C E i V E D www.coab.us OCJ � 1 �G` CIN Okt ATLANTIC BEACH BUILDING PLAN REVIEW COMMENTS gY. '�"- MAY 2 5 2005 Permit Application # os- —,-:2D4 ( (o BY. Property Address: -3 Applicant: 1Joor=1 ►JC� Project: This permit application has been: E7 Approved Reviewed and the following items need attention: C 2) 6C Scam. �s c � ��-s cwt luwc 2S UJ (i—tc) qo b-Q P Please re-submit your application when these items have been completed. Reviewed By: .41 Date: Date Contractor Notified: FROM FAX NO. 00000000000 Jun. 03 2005 10:07AM P1 Discount Direct ketal Roofing PRODUCT EVALUATION REPORT 9-inch-Rib Panel 20GA Nu 09 /0/1 pr(Drlvc I p � q APPROVED CITY OF ATLANT1C BEACH BUILDING 6FFICE IJUN 0 6: 2005 Ell: ti Engineer Evaluator: Terrence E. Wolfe, P.E. #44923E. 2405-a S. Houston Ave., Suite 500 Humble, TX 77396 Validator: Locke Bowden, P.E. 110 Drake Ave 2005 Panama City, FL 32401 MA FROM FAX NO. 00000000000 Jun. 03 2005 10:08AM P2 Reference: 9B-72.130(2), F.A.P. MANUFACTURER: Discount Direct Metal Roofing 9159 New Berlin Road Jacksonville, Florida 32226 Phone: (904) 696-9700 STATEMENT OF COMPLIANCE WITH THE FOLLOWING CODE CRITEMIA: Florida Building Code 2004: Chapter 15: Roof Assemblies Section 1504.3.2; 1505.3, 1507.4 Chapter 16: Structural Designs Chapter 22: Steel Section 2209 Cold-form Steel Chapter 23. Wood Section 2204 PRODUCT DESCRIPTION: 9-Inch-Rib 29ga (.0145") 35" wide, through fastened, non structur4il metal panel over plywood decking. TECHNICAL DOCUMENTATION SUPPORTING COMPLIANCE S'rMENT A. LOAD TABLE OVER PLYWOOD B.DRAWINGS I. Erection Drawings, Florida Product Approval prepared by Force Engineering & Testing, Inc. and signed and sealod by Torrence E. Woffe, P.E.. C.TESTS 1.Test reports by Force Engineering & Testing, Inc. for a) UL 580-94, per FBC, Uplift Resistance of Roof Assemblies b) UL 1897-93, per FBC, Uplift Testa for Roof hovering Systems D. MATERIAL CERTIFICATIONS 1. Steelscape Inc., ASTM 792 Grade 80 AZ50 Sheet! Coil, ,0145 min coated steel, dated 02/06/2005. `a�1t11Ft111tltlrtN�� E. PANEL ANALYSIS @ 1'-O" o.c. �� �10E t . INSTALLATION REQUIREMENTS: See uploaded erection drawln' E * N • OF e: ** See Attached Comments , • oRto:•' ,;` NAI. `,�• MAY.2; 5 MI) wtRttu+ tt����� FROM FAX NO. 00000000000 Jun. 03 2005 10:08AM P3 LIMITATIONS AN CONDITIONS OF USE FOR NON-HVHZ; Maximum Roof Panel Fastener Spacing: SEE LOAD TABLE Minimum Roof Slope limitations:2:12 Substrate Description: Min. 15/32" CDX Plywood (Existing Construction); 19/32"CDX Plywood (New Construction); Substrate Attachment: Designed by Florida P.E. Vapor Barrier: 30 #Asphalt Saturated organic felt paper In compliance with ASTM 0226, Type I or Type II. Fire Barrier: (Optional)YA' Georgia paciflo"pens Deck", or 5/8" water resistant type X gypsum 15heathing with treated core and facer, or manufacturer approved equal. _DESIGN PROCEDURE: Based on the dimensions of the structure, appropriate loads are determined using Chapter 16 of the FBC for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable negative pressure listed in the load tables. The design professional shall select the appropriate erection details to reference ef even e i the r) his drawings forecking must be proper fastener attachment to his structure, Support $ in compliance with FBC Chapter 23 for wood and Chapter 18 for structural loading. CERTIFICATE OF INDEP15NDENCE: See upload attachments AUTHORIZED REPRgSENTATIVE: Terrence E.Wolfe, P.E, FL#44923 ' '�'�11N11uq/�Ih l ` ti 4it (do. �r j . 4402 p� Y to 10 MAY 2 5' '?M i FROM FAX NO. 00000000000 Jun. 03 2005 10:09AM P4 1 9-INCH-RIB 29 G.A. Discount Direct LOAD ABLE OVER PLYWOOD Roof r�9 TABLE Buildings having a Roof Mean Height:5 20'-0"; Roof Slope:2"/12"-12"/12" Wind Speeds 110-140 mph, Fxp C, I = 1.0, based on FLORIDA BUILDING CODE 2004 TUFF-RIB 29 GA. FASTENER SPACING TO -1 -7,-120 WIND SPEED ZONE ZONE FASTENER SUBSTRATE 110120 130. 140 ON CENTER 1 ON CENTER ON C N :ER ON CENTER SPACING i SPACING SPACING SPACING ZONC 1 lf101R/A 15/32"GDX/ 24" 24" 24" 24" X 1-1/2' 19192"COX ZONE 2 #tD•18/8 16132"CpXI 24" 24" 24" 12" X 1-1/2" 19/32"COX ZONE 3 #1D-1818 16!32"COX/ 24" 24" 12" IT X 1-112" 19/32"CDX �IAy0AR0 PATTERN 1/�-+e rI i/e tcP 1 001111"UOUe TME SEAL ���` •• e• �• e• 1 \\ FAdEI.ENQLEMWIIP FATrEaN 1/4-1.0 7/e m,& I e 1/ti• 9 1p a 1n• : 1n• a Vz 1 e 1/s' $ Ip• cowlwims TAN u �in.lv.n 1 ,/pr incl ZONE2 ----- ------------------------------ Ridge ----------------------------Ridge 1 1 ------------- i---------------------------•---------r ---tea g%1141INl1111111 ZONE 1 I Gable i 4i; ��,•• '� i�l • Q rr .. 46 -- ---------------------------------- V1% ZONE 3 Eave $ 0 • eyy�F��jjjk/ •. '(ILII DIh1�I�1iL i»►I .L A "i u" 181A U?11w 1111111111NHI WNNI Ul Ihn Iudu��lt II alai a ul 1—V.1-I u._.--� — M AL 5I'A4111w,11owwVor,(u)oonnol bo 1000 Man enh&4%ul010 'TQUtt 1 I��'11h i0i du lam r►IWU I wI U In building or;3 19a1. 5 W5 FRf11 I FI,+ IJf1 C��IO�P�P�C�F1P1�01�1 Tin Al ?PQM I A.MI H P1 DISCOUNT DIRECT METAL ROOFING 9-INCH PIUS.M.1'LP ALDETsll S nvFR PI Ywnnn IR.UNI► VWU IMO \'WUN vluzY TRW PM6& t1)eP�eA —� 1.I VW=suv.. ININI 11111 INN 111111 TWA[Ili 1 igYYu I. X10.11 11 1 Ifs IwNle e rK&as r now rPvn rn(1,1711C DAM r*TIA1 \lf 1165 Per �a �'14:14.:�70 TCP , I . •AK[� PANEL �` ~ MF.Kral)014"10 In•x ]nr TMC$eA<!n 1/1"x 7/37•YAK KAM F%YWM No. PLYwnflfl AM MM WAS na Ir11C��0ElAl�s 1/3-KYIN � f7 h.c r rM1K Rl f!!r fYNAII f RFY,T.�iFY PN r rn NAA■ IIIMIxa 1 ��- w wle dtnl rAl�i.t�rur - ` pl.rw000 m. Lnr�uuu•4.. UDUOLL NW+ IAK SWUM 10 x V TVK A PAW-41Sk Ko- --_ Aannlnlaq calclw r I _ ,.�I-•-• Y10Ga NIACKNW J 1 ITI TINT Jac 0oww"I fit all 4 MAY � 5 2AU� i 'rye •..���, `,\``� X11 FROM FAX NO. : 00000000000 Jun. 03 2005 10:12AM P1 l w _ �• Discount Direct INC RIB 29 C Metal Roofing LOAD TABLE OVER PLYWOOD BUildings having a Roof Mean Height<_ 20'-0". Roof Slope, 2'712"-12"/12" Wind Speeds 110-140 mph, Exp C, I = 1.0, based on FLORIDA BUILDING CODE 2004 TUFF-RIB 29 GA. FASTENER SPACING WIND SPEED ZONE 110 120 130 140 ZONE FASTENER SUBSTRATE ON CENTER ON CENTER 0 Cl;NTER ON CENTER SPACING I3PACINf3 SPACING. SPACING #10-18/a 16!32"COX/ 24" 24" 24' 2411 20NE 1 X 1.112• 18!32"COX ZONE 2 810.16/8 16/32"COX! 24 24" 24" 12" X 1-112" 19132"COX #10-16IB 15132"CDXI24„ 24» 12" 12" ZONE 3 X 1.112" 19132"CDX stett��+u rA� Coltw+K=UK ux PARI cr+nJ NO lAP PATIE9N 1/4-14°t'/0 TO 1 0 I/1' i t • WIVA"TAP[KK ZONE 2 ----- --------_�--'----------—id 1— -- i 1 I I 1 R-0. 1 t 1 1 �'--------- g11�t�11�l�1f!!!p! ZONE 1 I Gable44 ��������� �•� �- --------------------------------- .. ` a d • . . ,: ZONES Eave � � j�R�PYr��► h�� I �/� •.. A°• CST �S Note'.Dimension(a)to defined ea 10%of the minimum width of the building or 40%of the mean height of the roof,whichever is 1�lhlN><gt�tltll��d &mailer,however,(a)cannot be lase then enter A%of the 111 QY 2 5 2V mintmum width of the bullding or 3 toot. FROM FAX NO. : 00000000000 Jun. 03 2005 10:13AM P2 QISGQVNT PlPfCT METAL R.QQf.[9-9-INCH PLUS RIR TYPICAI DEJAIIS 0YER P Y�YWOO Wff 06M �TAPE 9E�K rw � e I M SCREW - IOCAIT�f Al' As"CIOSU(,P PAN0.io W11N Ism"OPIO TAPE SEAL PLYWM tub. `Q 4 V M IRIY• POUT � . mimao (b'f� f YGN RN) i i i t 0• f♦• t 1/4-14 m 7/0 IV , GQh7W6 A TAPE SFX `QIP^1O/S. t I/t•MWN i ' UNQAR0 FA2W PAnLa i i • yr a , z I a I o ,/s• a ,/s• 0 1 0 1/r /•-u x 7/6 TSP 1 17ON� uous TAPE SEK MPH *roe 6 1 ��wlll�ll�illly� PANEL Q/ENQ LAP PATTERN 4• ' '� �•�; OF MAY 2 5 200 "•fitor�ra�.•b�',,� Ca RECEIVED CITY OF ATLANTIC BEACH s� CITY OF ATLANTIC BEACH MAY 2 5 2005 ROOFING PERMIT APPLICATI BY: Da Job Address: Owner of Property: Address: /! /''`'` t rf?-! 1t� t' Telephone: Contractor: 5 c��t. v c�' `•� �� State License Number: i!0�,o 7 76 j S' Contractor's Address: 2 7/r/ e_"ry�%p �J 7a�:/ 3 ?)�zl Telephone: / Fax: Scope of Work: �E_,�,.;�,. Me � ��� — 2) Deck Slope: ,;Z Z1.2— Greater than 2:12 Less than 2:12 Valuation of work: f.*s Product Name(Example'Timberline): n jt,' S PP d,:- Al,- Manufacturer .•Manufacturer(Example: GAF): 5 c e v,! cA r-e c C ASTM Designation(s): .�L c-[ ce 7,,.� 7-L S_o Required Inspections: Sheathing and Final Signature of Owner: Date: Signature of Contractor: Date: 065 AS TO'OWNER: Sworn to and subscribed before me this day of 20 State of Florida,County of Duval Notary's Signature: Keith Bruns ,�P. ' "W Commission#DD181139 ri-Personally known Expires:onded Thru 2007 ❑ Produced identification Atlantic Bonding Co.,Inc. Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this t ` day of 0 20 State of Florida,County of Duval Notary's Signature: -- - , Keith Bruns <►"Y"• '' tj Personally known Commission#DD 181139 =* F1 Produced identification Expires:Jan 30,2007 A, Bonded Thru Type of identification produced Atlantic Bonding Co.,Ino. 800 Seminole Road Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 1 Revised 2/21/03 ■ i ■ i � rj 1..Uy Jlr� CITY OF ATLANTIC r _ _ �,...,. _.._.t _ �. _..a ` -� ti. ' ';�� .,..,_.,.✓9c.��., �.,...,...-..�.+��.. s.«�,.� 2�,...-...zea....:....�..: ■ �vJf; � 800 SEMINOLE ROAD+ ■ ATLANTIC BEACH, FLORIDA 32233-5445 ■ Telephone: (904)247-5800 ■ Fax: (904)247-5845 ■ http://ci.atlantic-beach.fl.us FAX To: �� ; ( Fax #: From: 1 Date: Pages: Re: �I t Il (_0 t h ❑ Urgent ❑ For Review ❑ Please Reply Notes: -�-�I I'���t�l.� �n f I��1��� � •� Discount Direct Metal Roofing Plus Rib Roofing Panels FL APPROVAL 4FL2650 FL APPROVAL#FL2650 36"CwnrW V 3/4• Installation Instructions Discount Direct Metal Roofing Plus Rib metal roofing panels are a strong, resilient, economical, have an eye-catching solution to the increasing interest and requests for metal roofing opportunities of residential homes, commercial applications, agricultural and utility buildings in Florida. Plus Rib metal panels provide a 36-inch coverage with 3/4-inch ribs on nine-inch centers, and utilize an anti-siphoning channel to provide protection from severe weather conditions. Both panels and trim are fabricated using state-of-the-art computerized equipment at our manufacturing facility Jacksonville, Florida,to assure uniformity and consistency in manufacturing the product. Panels are roll-formed to the lengths specified by customers in either galvanized, Galvalume®or multiple colors of painted 26 gauge and 29 gauge high-tensile metal, ready for either customer pickup or on-site delivery. Discount Direct Metal Roofing also stocks a complete line of fasteners, sealants, and other accessories to every need of either the do-it-yourself homeowner or roofing contractor. Both in-stock and custom-made flashings and trims are available in all colors as well. Two gauges of material are available-26-gauge and 29-gauge metal panels. Your Discount Direct Metal Roofing Representative is waiting to assist you in making the best choice for your particular roofing needs. Discount Direct Metal Roofing Plus Rib metal panel is manufactured in a bare, Galvalume® finish in compliance with ASTM A-653 Structural Steel Grade 80. The AZ- 55 Galvalume® finish is not only durable and cost effective, but provides the reflectivity which is especially valuable with Southern weather extremes. The paint system applicable to our product provides exterior protection plus superior resistance to corrosion and Ultraviolet radiation. All of Discount Direct Metal Roofing Plus Rib finishes are of the highest quality in the industry. Eave Drip & Fascia or equivalent A.e:a Y Ippp qq��j k Typical Eave Detail For custom eave drip, specify the amount of the eave that will be covered (dimension "a"), and, for steeper roofs, specify pitch. If fascia is desired, specify the dimension you order will be concealed by the eave drip. Eave drip and fascia provide a complete appearance along the drip eave of the house, as well as providing protection for the materials they cover. The eave drip should completely cover the top edge of the fascia. Inside closures, provide for sealing off the open ribs of the panels, as an alternative option. Typical Valley Detail i 1 :P +#two a' vM u t £ Xi.. E Preformed Valley Pre-formed valleys use a diverter to prevent water from rushing under panels on the opposite side therefore channeling water off the roof. Expanding foam closures are generally used to assure a good seal. Gable Flashing Gable flashing is used to trim the edge of the roofing panel at the gable end of the roof. It should match the eave drip extends along the drip edge of the roof. If the panel is allowed to hang over the gable end, eave drip can be used as an alternative. Butyl tape between the trim and panel eliminates potential leaks. Gable Rake/Eave Fascia -Typical Gable/Eave Detail rev K'a.mmtr trim..._s2p*ia NA e tom w'"w 1r»sth ,%V.iiMa�bsiCrsa — • « w Side-wall Flashing i Sidewall flashing is applied when the side of the roof butts up against an adjacent wall. The wall-side of the flashing can either be covered over with siding or sealed with counter-flashing. Butyl tape should be applied where the "foot" of the flashing attaches to the roof, and, if used, along the top edge of the counter-flashing. .. ; For castvF»r,�3 XPWi#,-*4Owr,§,w�I w � .. caupc oountst-nashing � !i r E frr yi s^'x~ .t" y Like the ridge cap,the ENDWALL FLASHING diagramed above can be sealed using outside closures. End-wall flashing is applied where the upward slope of a roof meets a wall. The wall side of the flashing can be covered with siding or counter-flashing, and outside closures are used to seal between the flashing and the panel. Roof slope should be specified when a roof slope exceeds 5/12 pitch. Transition Flashing---prevents leakage at the point where two different roof pitches meet. It is sealed on the lower side with outside closures, and can be sealed underneath the upper panels with inside closures. P • For custom transition flashing specify the pitches of the two roof slopes and, if required, specify dimensions "a" and b" The transition flashing provides a continuous drainage where two slopes meet. _e of �+ The Ridge Cap is used to seal the point at which two upward slopes meet. This can be both along the ridge of the roof as well as a covering for a hip. Either wood-grip or self-drilling lap TEK screws are applied through the ribs of the metal roofing panels. Debris, insects, prevailing rain can find easy access under the ridge cap, so closures are often used to either totally or partially seal the opening. Closures under ridge caps are available in 3 types: solid, vented, and hip valley type. Standard 12-inch Ridge Caps or equivalent ....are economical and applicable a variety of your roofing needs. IIII T� A Ili Pipe Boots provide a water tight seal around roof vents and come in a variety of sizes. Boots seal with caulk or butyl tape and conform to the shape of the metal panel ribs. Roof Pitch Discount Direct Metal Roofing panels require a specified degree of pitch to ensure proper water drainage. The minimum roof slope recommended for all panels is 3 inches of rise per foot. If the slope of the roof is below a 3/12 pitch, contact our representative before using metal roofing less than a 3/12 pitch. Florida Building Code requires a minimum of a 3/12 pitch. Roof Application Panel installation should begin at the gable end of the roof opposite the prevailing rain- bearing wind (this will provide added assurance against wind-driven rain being forced under the laps). Measure one panel width in from the roof edge. At this point, chalk a line form ridge to eave. Place a leading edge of the first panel along this line. It is extremely important that this panel be laid square to the eave and ridge so that the remaining panels will line up square on the roof frame. It is wise to have a person at the eave and at the ridge to ensure that the proper panel coverage is being maintained across the roof. Make sure that the metal panels are correctly side-lapped. In applications where end-lapping is required,the upper panel on the slope should lap over the panel that is lower on the slope. Lower roof pitch requires a greater amount of panel overlap. All end-lap applications require two horizontal rows (across the panel) of butyl sealant tape and proper fastening to ensure a maximum water seal application. Providing an overhang of 2 to 3 inches is recommended to provide a drip edge, although only a 1-inch overhang is required where gutters are used. The open metal panel ribs at the eave can be sealed with inside closures. For maximum weather-tightness, a row of butyl tape can be applied above and beneath inside closures. Trimming and Cutting Steel Panels The best tool for cutting steel panels across the profile is either a portable or hand shear or a nibbler.Nibblers, and Carborundum blades on electric saws, have a tendency to leave hot metal particles that can burn paint surfaces or leave rust marks on panels and trim. Likewise, any particles left on the roof caused by the application of screws must be removed. Care should be taken to remove all loose particles from roof surfaces after application. To cut panels lengthwise: Note carefully where the panel is to be cut, and, using a straightedge, score deeply down the length of the panel with a sharp-pointed utility knife. Folding the panel along the score mark, and bending back again if necessary, should produce a clean break in the panel. Ordering Roof Panels and Screws Care should be taken when ordering metal panels that correct length measurements are stated to avoid having to take corrective measures after purchase. Panel lengths should fall 2 to 3 inches short of the ridge when a vented ridge is desired and should extend 2 to 3 inches past eave to allow a sufficient drip edge(except concerning gutters). The Discount Direct Metal Roofing sales personnel are ready to assist customers with information specific to their particular metal roofing needs. Specially-washered screws applied through the flat of the metal is the recommended method used to attach metal roofing panels. 1-inch screws can be used if penetration of only'/4 inch is either necessary or desired; otherwise,#9 x 1-'/Z inch screws are recommended for metal to wood application. 2- `/2 inch screws are also available, and are often applied by installers who hold to through-the-rib fastening, and for ridge-cap application. Ordering and Applying Trim Common flashing for metal roofing is the ridge cap, which is applied at the peak of a roof where two opposing roof slopes join. Other flashings include transition flashing, end wall, sidewall flashings and valleys. Eave flashings include gable flashing and eave drip, which are commonly applied above fascia trim. For a roof pitch exceeding 5/12 (a 5 inch rise in 12 inches),the slope of the roof should be specified upon ordering ridge caps, endwalls and eave drip. Verify local code requirements. Both slopes should be specified when ordering transition flashing if a steeper roof slope meets a lesser slope, At the gable edge,the use of gable trim adds to the appearance of the structure and protects the fly-rafter, and a sidewall flashing is used where the side of a panel butts up against an adjacent wall. In both instances, the installer/contractor should be careful to seal between the gable rake or sidewall and panel with butyl sealant tape, and to fasten the rake every 6"to 12" up the slope of the roof with the required screws. If eave drip is used on the gable,the number of 90-degree eave drip should be specified separately from that used on the drip edge when ordering. To prevent penetration of water, insects, and debris at the ridge, outside closures may be inserted between the ridge cap and the top end of the panel. Screws are applied through the ridge cap, closure, and rib in at least every other rib of the panels. At least a#9 x 1 '/z" (and up to a 2 ''/2" screw should be used for attaching ridge caps. Self-drilling lap screws can be used to attach ridge caps. Keep Metal Roofing Product Materials Dry Paint and finishes of Discount Direct Metal Roofing panels and trim are designed to endure severe rain and wet weather conditions. CAUTION: Neither paint, galvanized, nor Galvalume finishes, are designed to be in continuous contact with water or condensation for long periods of time. Damage will result if uninstalled panels or trim are allowed to remain wet in storage. Be sure to store material that will not be installed immediately in a dry location. Wet material should be air-dried and re-stacked if installation immediate. NOTE: Plastic should not be used to cover metal panels. How to Figure Screws: On low-pitched roofs, butyl tape or caulk should be applied at the panel lap to keep water from overflowing the lap. For 2-foot spacing between rows of screws, multiply the total linear feet of metal times 2.7. Example: If your order is 1500 feet of Plus Rib roofing. 1500 x 2.7=4050 screws would be applicable for fastening. Contact your Discount Direct Metal Roofing representative for a free estimate. Metal roofing application can be aided by pre-drilling panels, allowing screws to go quickly and accurately into the desired spacing. Pre-drilling will work provided that pilot holes are placed accurately in the proper locations on panels. Purlin spacing must be uniform and carefully measured. To apply metal roofing over existing shingles, we recommend first overlaying the shingles with properly attached 1x4 or greater, (2x4) or metal hat channel purlins. If pressure treated purlins are used, 30 lb. felt paper should be applied over them in strips to prevent chemical interaction with the roofing panels. High Velocity Wind Zones For solid decking, at least 1/2-inch structural plywood or OSB (5/8" for any High velocity wind zone of 120 and above) supported on rafters at a maximum of 24"on center. Battens: Plus Rib Metal Roofing can be separated from the moisture barrier by minimum, nominal 1"x3"yellow pine battens spaced on maximum 24"centers or according to ASCE 7-98 calculations where applicable. CAUTION: Direct contact between pressure treated lumber,green,damp, and metal roofing must be avoided in order to prevent potential corrosion and moisture build-up. The battens must be fastened to the roof deck with minimum#6 screws at 12" on-center or two minimum 8d common or pneumatic nails spaced 8"on-center or one every 4" on-center(or by applicable calculations according to ASCE 7-98.) Battens must be installed to support the entire width and length of ridge,eave, hip, valley, and gable end trims. Battens are optional if re-roofing over shingles. NOTE: Re-roofing over shingles without a batten is allowed providing the roof has been checked by a licensed roofing contractor to insure levelness and pullout integrity. f p« F g s' Purlin spacing can be up to 30 inches for 29-gauge (2 feet is most common) and up to 4 1/2 feet for 26-gauge roofing. Screws should be placed on both sides of the ribs on the eave. Screw Spacing (Purlin) 12 inch 18 inch 24 inch 30 inch �. 50 270 180 135 108 100 540 360 270 216 200 1080 720 540 432 O 300 1620 1080 810 648 400 2160 1440 1080 864 500 2700 1800 1350 1080 600 3240 2160 1620 1296 700 3780 2520 1890 1512 j 800 4320 2880 2160 1728 900 4860 3240 2430 1944 1000 5400 3600 2700 2160 1100 5940 3960 2970 2376 1200 6480 4320 3240 2592 Policies Indemnity: All prices and designs are subject to change without notice. Disclaimer: Despite the fact that we have made every attempt at accuracy in this manual, we are not responsible for typographic, printing, or technical errors. Manufacturers Recommended Alternate Fastening Schedule Alternate Fastening Schedule ton Center Spacing or Fastener Row) C { Wind Speed Zeno Typo placement To Fastener 90 100 110 On Center Trim On Center Trirn On Center Urn Spacing Aro., Spacing Areas Spacing Areas Zone Nail Wood 10d x 1.314" 24" 12 24 12" 24' 12" Wood Fast Screw Wood #9 x 1-112" 24" 12" 24" 11" 24" 12" Wood Fast StitchWood 912 x 314" 12" 12" 12 12" 12 12" .d rA Metal Fast Stitch �18 Go Steel and Higher #12 x 1" 36" 36" 36" 36" 36" 36" Metal Fast Stitch 20 Ga Steel and tower 914 x 718" 12" �12" 12" 12" 12" 12" Nall Wood lod x 1-314" 12" 6 10 5" Wood Fast Screw Wood #9 x 1-1t1 24" 12" 24" 12" 24" 12" Cj? Zone Wood Fast Stitch Wood #12 x 314" 12" 12 12" 12" 12" 12" -M"+ 2&3 _ _ -- Metal Fast Stitch 18 Ga Steel and Higher #12 x 1" 36" 36" 36" 36" 36" 3G' Metal Fast Stitch 20 Ga Stool and tower #14 x T!8" 12" 12 12" 12" 12" 12" _.. ..._ _ Florida Building Code Online Page 1 of 1 Result List for Organizations Dis la in 1-1 of 1 Name City Contact Phone Type Expire I Status Discount Direct Jacksonville Glenn 9046969700 Product 01/01/2099 Applicant Metal Roofing- Lord �Manufacturer Org Code:PDM System ID: 2398 Site Link: ddmetal.com http://www.floridabuilding.org/Common/c_org_regi_SRCH.asp 6/l/2005 Fenestration A & E Services Angelo Coolures, Architect 441 Grace Ave. Suite D Panama City, FL 32401 850-215-3839 Product Validation Approval Document# 017FLDDM04 Date Submitted: May 14, 2004 Product Manufacturer: Discount Direct Metal Roofing Address/Phone/Mail 9159 New Berlin Road Jacksonville, FL 32226 904-6969700 Technical Representative: Glenn Lord Discount Direct Metal Roofing 9159 New Berlin Road Jacksonville, FL 32226 Category: Roofing Sub-Category: Plus Non-Structural Metal Roofing Validation Method: Analysis Report for compliance with Florida Building Code from a Florida Registered Architect Validation Entity: Fenestration A&E Services Angelo Coolures, Architect AR0014325 Compliance Code: Florida Building Code Section 1507 Roofing Standards, ASCE 7-98,ASTM A653/ASTM A792 1 Product Model or Name: Plus Metal Panels Exposed fasten metal roofing. Panel is 36"wide, 3/4"ribs 9" o/c Material per ASTM A792 or ASTM A653, ASCE 7-98 Length: Various Width: Rib 36" 3/4"ribs 9"o.c. Thickness: 29 gauge Galvanized 0.0142 Coated 0.0142-0.0200 29 gauge Galvalume Coated 0.0142-0.0200 26 gauge Galvanized 0.0187-0.0250 Coated 0.0187-0.0250 26 gauge Galvalume 0.0187-0.0250 Galvalume AZ-55 Structural Steel Grade 80 Description: Corrosion resistant, coated, prefinished, Galvalume®, or galvanized metal panels Product Specifications: System Description: Plus Metal Roof Panels are corrosion resistant, prefinished, coated, Galvalume, or galvanized metal panels. Fastener system shall be as described in [Deck Attachment] For re-roofing system, see [Deck attachment] Deck Type: Wood,Non-Insulated Deck Description: 19/32"or greater plywood or wood plank Slope Range: 3:12 or greater Maximum Uplift Pressure: The Maximum applicable design pressure for the Plus, 36" wide roof panel shall be—57.5 psf. Deck Attachment: Per applicable building code, no less than# 9 x 1 1/2"wood screws or spaced 6" o.c. around the perimeter and 9"o.c. in the field.The described attachment above is for re-roofing a deck less than 19/32"thick(min. 15/32")and is in addition to the existing roof attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type Il Installation: Min. 4" side-laps and 6" end-laps, fastened with corrosion resistant tin-caps and 12 gauge 1 '/4" annular ring-shank nails, 6"o.c @ all laps and two(2) staggered rows 9"o.c. in the field of the felt roll. 2 Valleys: Construction will be in compliance with Roofing Application Standard RAS 133 and with current installation instructions and details in Discount Direct Metal Roofing, Inc. Roofing Installation Manual. Fire Barrier Board: Class A or B fire rating, install minimum 1/4"thick Georgia Pacific or equivalent min. 4mm thick of Tritex,RockRoof or equivalent or 5/8"water resistant type X gypsum sheathing with treated core and facer. Metal Panels: Install the Plus panels and accessories in compliance with the current published installation instructions and details in the Discount Direct Metal Roofing Inc. Installation Manual. Penetrations,Valley construction,flashing, and other details shall be constructed in compliance with Roofing Application Standard RAS133. Plus Metal Roof Panels, not less than#9 x 1 1/2" wood screws spaced 6"o.c. around the perimeter and 9"o.c. in the field. Re-roofing system: if deck is less than 19/32" thick(min). 15/32")the above attachment must be in addition to an existing attachment. System Limitations: a. Increased design pressure for at perimeter and corner areas, in compliance with applicable building code may be met through rational analysis by increasing the number of attachment points in these areas. Maximum fastener spacing noted in the "Systems Description" section, is not to be exceeded. Rational analysis computation prepared, signed and sealed by Florida Registered Architect. b. Panel shall be roll formed in continuous lengths from eave to ridge. Maximum lengths shall be described in the Roofing Application Protocol RAS133. Profile Drawing 36"Coverage Plus Panel Inspection: A copy of this entire Product Validation shall be provided to the user by the manufacturer or its distributors and shall be available for the inspection at the job site at the request of the Building official. This product validation is in compliance with the Florida Building code and complies with the requirements of regulation rule section 9B-72.120, a Florida Registered Architect,ASCE 7-98, and Florida Building Code, sections 1507 and 1508 Roofing Standards. Evidence submitted: manufacturer's specifications,installation instructions, drawings,and quality assurance procedures. Product Validation Approval Entity: Florida Registered Architect Angelo Coolures AR0014325 Disclaimer. The product validation 161kas prepared by Angelo Coolures,Architect,Fenestration A&E Services(FAES),for the exclusive use of r compliance with the Florida Building Code. The validation is for that "� analysis to performing s com e P "n rf the particular above named client,h5'pt $ Pn en w an•product validated or installed. Manuracturcr s particulaz product and FRES product validation entity dots not guarantee or anaztt) Y nXwranty applies. 4 4 Evaluation Report #ER0504DD2 Issued: May 14, 2004 Michael A. Robinson 863-815-9541 Florida Registered Engineer 28317 921 Shadow Drive Suite 3 Lakeland, FL 33809 Metal Roof Covering Report Holder: Discount Direct Metal Roofing 9159 New Berlin Road Jacksonville,FL 32226 1. Evaluation Product: Plus Rib Metal Roofing Panels 2. Scope: Code Compliance 2001 Florida Building Code (FBC) Inclusive -2003 Revisions ASCE 7-98 ASTM A653/ASTM A792 3. Uses: Finished metal sheet roofing for residential and commercial use as an all weather roofing panel. Metal roofing panels for application over structural decking. Applicable for re-roofing to an existing roofing attachment as specified in this report [6. Conditions of Use]. 4. Description: Rolled metal roofing panel, steel grade 80, corrosion resistant, coated, prefinished, Galvalume or galvanized. 29 gauge (0.0142-0.0200) galvanized, 29 gauge(0.0142- 0.0200) Galvalume, and 26 gauge (0.0187-0.0250) galvanized, 26 gauge(0.0187- 0.0250) Galvalume, metal roofing panels are 36"wide with'/4"ribs 9" on center. 5. Installation: Installation manual of instructions will be available for review from the manufacturer at a job site. Discount Direct Metal Roofing panels require a minimum slope of 3 inches of rise per foot(3/12 pitch). Butyl sealant to be applied at all side laps • t Evaluation Report ER0504DD2 2 to prevent water from siphoning over the panel ribs. Panel installation shall begin at the gable end of the roof opposite the prevailing rain-bearing wind. Measure one panel width in from the roof edge. A chalk line from ridge to eave will assure panel is laid square to the eave and ridge so remaining panels line up square on the roof frame. Ensure that panels are properly side-lapped. In application where end- lapping is necessary,the upper panel on the slope should lap over the panel that is lower on the slope. Lower roof pitch requires a greater amount of panel overlap. All end-lap applications require two horizontal rows(across the panel) of butyl sealant tape and proper fastening to provide a maximum water seal. A two (2)to three (3) inch overhang is recommended to provide a drip edge,while a one(1) inch overhang is necessary if gutters are used. Open panel ribs at the eave can be sealed with closures. Metal roof panels, not less than#9 x 1 1/2"wood screws spaced 6" on center around the perimeter and 9"on center in the field. Panel shall be roll formed in continuous lengths from eave to ridge. Fire Barrier Board: Class A or B fire rating, install minimum t/4"thick Georgia Pacific or equivalent min.4mm thick of Tritex,RockRoof or 5/8"water resistant type X gypsum sheathing with treated core and facer. Valley construction will be in compliance with Roofing Application Standard Florida Building Code section 1507 and current installation instructions and details in Discount Direct Metal Roofing Installation Manual. Minimum under-layment shall be an ASTM D 226 Type II Installation: Min.4"side-laps and 6"end-laps, fastened with corrosion resistant tin-caps and 12 gauge 1 t/4"annular ring-shank nails, 6"o.c @ all laps and two(2) staggered rows 9"o.c. in the field of the felt roll. Re-roofing system: if deck is less than 19/32"thick (min). 15/32")this attachment must be in addition to existing attachment as specified in the Florida Building Code section 1507. 6. Conditions of Use: The Classic Rib Metal Roofing Panel stated in this report is in compliance with the code specifically stated in the [2. Scope: Compliance] section of this report. Metal roofing panels are used according to the specifications in the Florida Building Code, section 1507;provisions of 1507.5. Metal roofing installed over structural decking will comply with Table 1507.5.3 specifications. The maximum applicable design pressure for the Classic Rib Panels; 36"wide roof panel shall be—57.5 psf. The metal panels are manufactured in Jacksonville,FL under the FMA Keystone Quality Assurance Program. 7. Evidence Submitted: a. Comparative analysis of roofing panel from Florida Registered Architect; by product validation report of Florida Building Code [inclusive of 2003 revisions] compliance,manufacturer installation instructions, drawings, and the manufacturers product specifications. b. Quality Assurance Procedures and Documentation. Evaluation Report is not to be interpreted as representing aesthetics or attributes not specified herein and are not an endorsement of the product in this report and the recommended use. This report does not guarantee or warranty any product validated or installed. Manufacturers warranty applies. Evaluation Report ER0504DD2 3 8. Identification: Product is identified by Manufacturer labeling of Discount Direct Metal Roofing the product name,evaluation report number ER0504DD2,manufacturer installation .instructions and the name of the Quality Assurance Inspection Agency-FMA Keystone Quality Assurance Program. f f Mt ha A.Rib ns00"If E. Fion'aa Registration No. 28317 Evaluation Report is not to be interpreted as representing aesthetics or attributes not specified herein and are not an endorsement of the product in this report and the recommended use. This report does not guarantee or warranty any product validated or installed. Manufacturers warranty applies. DEPARTMENT OF BUILDING 7 9 90 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. / PERMIT TO BUILD 55.50 T THIS PERMIT MUST BE POSTED ON JOB S5.MOCKT 2235 int 9/29/8 Date 9-4-86 19 7990 *1710CAC Valuation$ 55. 50 2235 1 n 9/29/83 Fee$ (UQQ This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that B&G PLUMBING has permission to bum INSTAT.I. PT TIMRTT3^ Classification Zone Owned by Lot Block S/D House No. 31.6 6th Street According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS -n AFTER DATE OF ISSUE —� 0 O Building material, rubbish and debris -4 from this work must not be placed in public space, and must be cleared = up Vdauled away by either con- trac owner. / H ding Official. FOR OFFICE PERMIT DATE USE ONLY NUMBER CONTRACTOR PLUMBING ELECTRICAL SEWER WATER p:.s �s - CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION PLUMBING CONTRACTOR G-, P Iumbl 1J6 LICENSE NUMBERS �•=� OWNERS ��?rnar� S lc�e �C_ BUILDING CONTRACTOR C0►2►JFI ttAc 1c)t--) TYPE OF BUILDING c:� 1 L 1 SINKS -SHOWERS LAVATORY _WATER HEATERS L BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS _WASHING MACHINE FLOOR DRAINS OTHER _TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CITY OF IQt-& B-cA-6;"+a Office of Building Official REQUEST FOR INSPECTION Permit No. 1 t Date A M. Time District No. ReCMVed c7� `p Locality Job Address {� J Owner's Contractor Name PLUMBING MECH ICAL BUILDING CONCRETE ELECTRICAL ❑ Air.Gond.& ❑ Rough Wirin ❑ Top O Heating Framing ❑ Footing 0 Temp Pole Top Out ❑ Fire Pleas ❑ Re Roofing ❑ ❑ Final Pre Fab Lintel READY FOR INSPECTION A.M. Wed. urs. Friday P.M. Mon. Tues. A.M. inspection Made Final inspection❑ Inspector Certificate of OoaupaM Date - L RIDA CITY OF ATLANTIC BEACH, F O Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 19 >< IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: / , MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAMFC�P-,&AE V—� ADDRESS:�?IL r 1 1w l RFD BO'X ' BLDG.SIZE BETWEE • 7�� f � / - i RES.( 1 APT. ( 1 comm. ( ) PUBLIC ( ) INDUS. ( 1 NEW ( ) OLD ( 1 REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. SIGNS ( ) SQ. FT. SERVICE: NEW INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE " AMPS COPPER ( 1 ALUM. 1 SWITCH OR BREAKER AMPS PH W OLT �l RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO.T-- SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED I OPEN TOTAL 0.30 AMPS, 31.100 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 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS a e d (1 TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL 21 0 CITY OF ATLANTIC BEACH, FLORIDA jv`_7 S Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 ` IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. _ELECTRICAL FIRM MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME�/r) L�Id� ADDRESS: T� �, RFD BOX .�,� �l� BLDG.SIZE BETWEEN: S�5% q-< 7 � S � . RES APT. ( 1 comm.( 1 PUBLIC ( I INDUS. 1 1 NEW ( 1 OLD ( 1 REW. ( 1 ADDITION ( ) TRAILER ( 1 TEMP. ( I SIGNS 1 ) SQ. FT. SERVICE: NEW�>< INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS 9_d�n COPPER ( ) ALUM. ki SWITCH OR BREAKER AMPS PH 3 W -z OLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES —;I;; CONCEALED OPEN TOTAL S. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS, OVER APPLIANCES BELL TRANSF. T AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO. NEON TRANSF. JNO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN :: -- FORWARDED TOTAL FEES �L CITY OF V 4&4^4-C /3eacli-�lattic Office of Building Official REQUEST FOR INSPECTION Date Time Permit No. ReceivedCS-) District No, �1 Job Address Owner's locality Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING Framin MECHANICAL 9 Footing ❑ Rough Wiring I'C Rough ❑ Air.Cond.8, Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Lintel Final ❑ / _ Fire Place ❑ Mon. Tues, READY FOR INSPECTION Pre Fab e9 Eridav m W Thurs. A.M. Inspection Made —' A.M. P.M. P.M. Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF 4&4n4C Be"4-I&V4& Office of Building Official REQUEST FOR INSPECTION Date ji Permit No. Time A.M. Received P.M. District No. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough C Air.Cond.ii ❑ Re Roofing ❑ Slab ❑ Temp Pole C Top Out C Heating Lintel ❑ Final Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Thurs. Friday P.M. Inspection Made / a A.M. t::ZInspector Final Inspection C Certiticate of Occupancy Date .� BUILDING AND ZONING INSPECTION DIVISION d cck Z CITY OF ATLANTIC BEACH, FLORIDA I Cog LLi ELECTRICAL PERMIT15 a �' Date 11-04-8(' Fee $— 20•'150 Permit No. D `" 3 O LU Location 316 Sl= S'TR.E�T o Between and a This is to certify that c BROOKS TO (Electrical Contractor) (Master Electrician) o has permission to install Electrical Construction as described herein in W o accordance with the provisions of the Electrical Code and regulations Z c of the City of Jacksonville, and subject to the information shown on the = } application, drawings and specifications which are made a part of this 3 �+ f- permit. for MRSI TUf W O a. ;.0 i�r m {,�,, is < 2 p � Type of work: - Z SERVICE: exist sserV 200 S , 1P,1131d '40volt S U raceway a r N V W Feeders: 1 O Outlets: v W Receptacles: 0° N Switches: _ Incandescent: ~ Fluorescent: Appliances: Air Conditioning: Motors: Transformers: Signs: Miscellaneous: IF NO WORK IS DONE UNDER THIS PERMIT DURING ANY SIX ISSUED BY: Electrical Inspection Supervisor MONTHS PERIOD, PERMIT BECOMES VOID. i } BUILDING AND ZONING INSPECTION DIVISION ~ Q CITY OF ATLANTIC BEACH, FLORIDA Z3 J Z O ELECTRICAL PERMIT Q ' a � Date 11-04-36 Fee $ 2€x.00 Permit No. 5154 30 J UJ Location 316 SIS` SMET — F o Between and a This is to certify that BRIOY4S c Lrli.BAUGH CHRISTY E-ROOKs ° E (Electrical Contractor) (Master Electrician) o oe has permission to install Electrical Construction as described herein in aW ° accordance with the provisions of the Electrical Code and regulations Z c of the City of Jacksonville, and subject to the information shown on the = o application, drawings and specifications which are made a part of this Z'0- permit. permit. s :E 3 for °.; o a } Type of work: J V SERVICE: exist #+ v 200 amps, 1ph3V 240volt SES' raceway, a N W Feeders: 0 Outlets: u W Receptacles: m N Switches: _ Incandescent: t`- Fluorescent: Appliances: Air Conditioning: Motors: Transformers: Signs: Miscellaneous: IF NO WORK IS DONE UNDER THIS PERMIT DURING ANY SIX ISSUED BY: Electrical Inspection Supervisor MONTHS PERIOD, PERMIT BECOMES VOID. CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIR MASTER ELECTRICIAN SIGNATURE C-x'--O`'O k377-r JOURNEYMAN NAME c-,g X)5%� ADDRESS: �' �/ T -RFD BOX BLDG.SIZE BETWEEN: RES. ( ) APT. ( 1 comm. ( 1 PUBLIC ( 1 INDUS. 1 1 NEW ( 1 OLD ( 1 REW. ( 1 ADDITION ( ) TRAILER ( 1 TEMP. ( ) SIGNS ( 1 SQ. FT. SERVICE: NEW( 1 INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER 1 1 ALUM. ( ► SWITCH OR BREAKER AMPS PH W /(VOLT c RACEWAY EXIST.SERV.SIZE & AMPS PH > W -)` Y vOLT J &-/-R CEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 31-100 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 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS c TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. IKVA NO.NEON TRANSF. NO. VA. A. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES .00. NOW- _ r DEPARTMENT OF BUILDING 8 I ea CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. 4 PERMIT TO BUILD / Lt:;S 1 � 9/21 i/a THIS PERMIT MUST BE POSTED ON JOB 7960 900CAC Date August 2]19 86 P09 1A 8/21M1001 7 , 200. 00 42. 00 Valuation$ Fee$ 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. BONAFIDE POOL BUILD . This is to certify that has permission to build Swimming Pool as per plans I I Classification Residential Zone Owned by Kaye Kaufmann Lot Block S/D House No. 316 SIXTH STREET According to approved plans which are part of this permit I NOTICE—ALL CONCRETE FORMS = AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS _n AFTER DATE OF ISSUE 10 4- O Building material, rubbish and debris z from this work must not be placed in public space, and must be cleared up an uled away by either con- trac r r owner. 'ng Official. ----------------- FOR OFFICE PERMIT DATE CONTRACTOR"" USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER Address _ Htieated'Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ DD �� To2 ta D Valuation 1st $ �D D 00 $ Remainder Valuation 0or thousand or portion thereof --------------------------------------------I Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED + 2 Filing Fee $ Mechanical ; Fireplaces @ 15.00 $ Plumbing i BUILDING'PERMIT FEE S Electric/New ------------------------------------------------- Electric/TES Septic Tank BUILDING PERMIT $ cT Well WATER METER. CHARGE $ Scaimnirlg Pool SEWER IMPACT FEE . $ Sign WATER IMPACT FEE $ Water ConnectionMISCELLANEOUS $ Sewer Connection $ Water Meter $ Elevation Certificate DD GRAND TOTAL DUE $ ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES CITY OF ATLANTIC BEACH APPLICATION FOR POOL PERMIT Job Address �/� 4z' �. Lot # Bullock # Subdivision Owner X Address,?/ Contractors� iv c, r Address;7/�. �A. �G /� i� 13n� License Number P d 0 3 .26 S 3 . Valuation Gallons SITE PLAN front 0'q VBEACH m (DC1TB��o,N� ��- _. e; rear Signature Owner Date Signature Contractor Date P2R-SERIES DU ;- ` T A.'.11 ITE SONIII MING POOL/SPA PUMPS ORDERINCHNFORMATOON PUMP PERFORMANCE CE DURA-GLAS 140 Nominal Max. Motor Approx. 120 Cat.No. H.P. B.H.P. Voltage Ship.Wt. High Service Factor-U.L.listed Models BEST EFFICIENCY SIZING P2R5CL 1/2 .95 115/230 35 w P2R5DL 3/4 1.25 115/230 37 LLgO P2R5EL 1 1.65 115/230 43 z -Standard Models w 'D29Rgs� P2R5C 1/2 .95 115/230 33 P2R5D 3/4 1.25 115/230 37 F4 P2R5E 1 1.65 115/230 40 Low Service Factor-U.L.Listed Models 21 P2RA5CL 1/2 .65 115/230 32 P2RA5DL 3/4 .95 115/230 35 4#7771 P2RA5EL 1 1.25 115/230 37 U 10 20 30 40 50 60 70 80 90 100 110 LLS.GALLONS PER MINUTE P2RA5FL 1'/z 1.65 115/230 43 -Standard Models P2RA5C 1/2 .65 115/230 29 P2RA5D 3/4 .95 115/230 33 DURA-GLAS U.L. LISTED MODELS P2RA5E 1 1.25 115/230 37 P2RA5F 1'/2 1.65 115/230 40 Catalog Number Dimension"A" P2RA5CL 15-11/16 ACEEsf 10R y P2R5CL P2RA5DL 16-5/16 �' {2"�„�,J7EfJiY IN`i/ I O MAT P2R5EL P2RA5FL 17-7/16 2"suction adapter accessory. DURA-GLAS STANDARD MODELS Catalog Number Dimension"A" P2RA5C 15-11/16 � P2R5C P2RASD 16-5/16 Easy cleaning 5"fine mesh strainer P2R5D P2RA5E 16-5/16 y basket with see-thru lid. Seals P2R5E ,P2RA5F 17-7/16 el reliably under high pressure/ temperatures. 11/2"suction port. B— g5Cl1ARGE Ij N.P T. -II� - F4- � ;SUCTION Ij N.PT Pkg. Suction Approx. No. Description Size Ship.Wt. 115 5"Dura-Gras Trap 1' " 6 I II I 4} /e ' w/Basket 1 la} 118 2"x 11/2"Dura-Glas 2" 1 o I + Suction Adapter I to � 3,y A s } 7 II 1�TR J1 � CITY�rP P R HIGH SERVICE FACTOR MODELS ONLY BUILDIN ^•t AUG 1 �� COPYRIGHT STA-RITE INDUSTRIES, INC. 1981 ItRegistered Trade Mark of Sta- Ite industries.Inc.,Milwaukee,WI PRINTED IN U.S.A. Perflex Peirfo rmance For proper filtration of residential swimming pools, the •, filter system should provide a complete turnover of the pool water at least once every 12 hours.The EC-40 Series Perflex Filter Systems have the capacity to deliver 2400 O gallons of filtered water per hour(40 gpm).This filtration qSF= rate provides an 8-hour turnover fora 19,000 gallon pool; APPROVED '- .. - and a faster turnover rate for pools of smaller capacity. The EC-50 has a 50 gpm rating (3000 gallons per hour) and provides extra capacity for larger pools. SPECIFICATIONS— EC-40/EC-50 Perflex Filter Systems _ �.. EC-40-75 FILTER TYPE PerflexExtended Cycle Diatomite ` - FILTER TANK Molded Duralon'" `�•�� fl 1f FILTER ELEMENTS Dacron Flex-Tubes EC-40-75UL FASTENINGS Stainless Steel PUMP & MOTOR Power-Flo or Max-Flo Pump— 115 volts `�-- MOUNTING BASE Platform EC-40-75 System: EC-40 Filter assembled with 3/4 HP Power-Flo pump, union connec- tor, platform base, built-in check valve, pressure gauge, drain plug is and 6 ft. pump power cord. UL EC-40-75UL System: Sameas EC-40-75,except with elevated platform base,pump rainshield and switch, drain plug and 25 ft. power cord. EC-40-2800 System: EC-40A Filter with UL Max-Flo Pump, 3-way selector valve and con- necting loop on molded elevated platform base.Includes built-in check valve, pressure gauge,selector valve, 1'/2"drain valve.Available in 1/2,3/4 �> and 1 HP. EC-40-1700 System: EC-40A Filter with Power-Flo II Pump and sweep union connection on V� molded elevated platform base. Includes built-in check valve, pressure gauge, 11/2" drain valve. Available in Y2 and 3/4 HP. EC-50 Series Systems: Use EC-50A filter in place of EC-40A to build modular Selecta- Systems'" with filter, pump Base Pak selections. EC-40 and EC-50 Series Filter units are also offered without pump to meet various pool filtration requirements. This allows Ec-40-2800 the use of a wide selection of pump models to custom design the EC-40 or EC-50 Filter to specific needs — whether new pool systems or replacement systems. Basic Filter Modular: EC-40A Filter with built-in check valve, pressure gauge, drain valve. g. EC-50A Filter with built-in check valve, pressure gauge/inspection port, drain valve. tBasic Filter: EC-40B Filter with built-in check valve, pressure gauge, plug. r �- I ` EC-40E-KIT.- Universal pump mounting bracket, clear filter connecting hose, ;i t adapters, clamps and mounting hardware. For EC-40 or EC-50 Filter. ii � PERFORMANCE APPRC — EC-40 and EC-50 Series Filters ' ` G CITY OF ATLANTIC_Bk WTION TURNOVER (U.S. GALLONS) 8 Hrs. 10 Hrs. oo �O gpm 14,400 18,000 EC-40B An 2n EC-50A. Q 1 40 gpm 19,200 24,000 ' 50 gpm 24,000 30,000 'Controlled by pump selection. HAYI ARD POOL 3PROMU TS, E aC. 900 FAIRMOUNT AVENUE ELIZABETH, NEW JERSEY 07207 / Phone: (201) 351-5400 i i I DEPARTMENT OF BUILDING 7989 O CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO.._. PERMIT TO BUILD j THIS PERMIT MUST BE POSTED ON JOB 10*00 TL i Date 19 •QC1W 38. 00 7337 1n i2/Q4/ Valuation$ Fee$ 7939 •r-OCA 7337 1 ! 12/01+/$ This permit not valid until above fee has been paid to City Treasurer,and is 101101 subject to revocation for violation of applicable provisions of law. This is to certify that Ocean State Heat & Air 3 has permission to b�d INSTALL BEAT r AC I Classification RESIDENTIAL Zone Owned by KAUFi Lot Block S/D House No. 316 6th Street According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS = AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4- O Building material, rubbish and debris zi from this work must not be placed in public space, and must be cleared up and)hauled away by either con- trac or owner. i F ilding Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL - SEWER WATER BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT —Applicant to complete all items in sections I, ll, III, and IV. _k LOCATION LOCATION Street Address: OF Intersecting Streets: Between C�� J( �t�" And BUILDING Sub-division II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the abcve statement we hereby agree to perform said work in accordance with the attaciLed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) �>< L Master ��- _7'6 (�D Name of v Property Owner Signature of Owner` Signature of or Authorised Agent '�• Architect or Engineer Ill. GENERAL IN RMA ON A, T of heating fuel: B. �/L YID g IS OTHER CONSTRUCTION BEING DONE ON�Electeic THIS BUILDING OR SITE? ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify IV, MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial Heat O S ce O Recessed Centnsl O Floor New Building pa Air Conditioning: ❑ Room � Central ElExisting Building Duct System: Mehriel �U01;✓ Thickness ❑ Replacement of existing system �C�>C� c.f.m. � New installation(No system previously installed) Maximum capacity ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity g•p•m• ❑ Fire sprinklers: Number of head - (3 Elevator ❑ Manlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pump& --(number) (Reeeiwd) ❑ Tank.- (number) Remarks ❑ LPG containers (number) ❑ Unfired pressure vessel Permit Approved by Data ❑ Boilers Q Other — Specify - Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity Approving Number Unite Description Model Number Manufacturer (Tons) Agency HEATING - FURNACES, BOILERS, FIREPLACES Capacity ApproVft Number Units Description Model Number Manufal turar (NM) Amy z > (R TANKS Serial Approving Now Many Nominal Capacity Type Liquid Name Of and Dimensions Contained Manufacturer No. Agency CI'T'Y OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT Owner uq U p7W A M I,\ Address 3((C, Lo r64 _sr . zip 3?-7--33 Phone Architect_, TT vFm RpKe,s Address zip Phone Contractor P � �-,�S Address P.o- Be-, ?oi gp. �+4 zip 12 33 Phone 2 q I-ok Contractor's License NumberExpiration Date opy on File Lot # Block or Section Subdivision Zoning Street 3) 11 T�+ Between ��5 ConS rand ►4 EQ eY side so o r�+ Valuation $ 95, L)00 .°' Type of Construction F3�b�K7 Fa�AmaE Purpose of Building 5G� Fm�� acs. Ntunber of Units Fireplaces Utility Service: Water ,,- c,�tq- Sewer If the City if providing water or sewer service, do we need to make- taps? &AuQ Dimensions : Building3,sX AjL'!M M Lot 5a Size Footings 10 x o Sz. Piers St.. Sills Greatest Span Sills Sz.. Ceiling Joists Distance on Centers Greatest Span Sz. Floor Joists 'Lx )o Distance on Centers fib" o c_ Greatest Span 3s' Sz. Rafters pew �cs,i�„��� Distance on Centers Greatest Span Method of Heating_A/,q HFHT ptj000lid-Filled Ground 010 Roof T, N / 14)u61-E _ Flood Zone-- If located within a FLOOD HAZARD complete page 2 SUBMIT: Two complete sets of plans, including a detailed site plan. Florida Energy Efficiency Code Sheets Recent Survey Inspections Required; 1. When steel is in place and ready to pour footings. 2. When steel is in place and ready to pour columns/lintel. 3. When steel is in place and ready to pour beam. 4. When framing, mechanical, plumbing, electrical, fireplace, is completed and ready to cover up. S. Final inspection. SETBACKS NO INSPECTION WILL BE MADE IF BUILDING CARD IS NOT POSTED ON JOB. In case of rejection, reLrispection MUST be called for after Rear/ Lot Line corrections are made. In consideration of permit given for doing the work as described in the above statement, we a 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. 0 0 Signature Owner Signature Contractor FrontLo uie r FLOODPLAIN DEVELOPMENT INFORMATION Type of Development :' Neva Building Alterations to Existing Building Flood Zone Required Floor Elevation Actual (as built)Lowest Floor Elevation If locatedwithin a flood hazard zone (zone A) a survey must be made after the slab has- been poured, certifying that the "lowest floor elevation is eq ua to or above the base flood elevation esta is e 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 been 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 ApplicantIs Signature --------------------------------------,---,-- ---------------------------- Department Use Survey filed with the Building Department on Certified Lowest Floor Elevation Required Lowest Floor Elevation Building Department Representative DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE CALCULATED BY ^ATE JOB.NO _ CHECKED BY DATE SUBJECT: SKETCH NO. 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I i ' PLUMBING WORKSHEET SINKS � I SHOWERS DISH14ASHERS 3 CLOSETS BATH TUBS d FLOOR DRAINS _ WASHING MACHINE I WATER HEATERS DISPOSALS LAVATORY (�� URINALS OTHER TOTAL FIXTURE COUNT l FIXTURE UNIT BREAKDOWN FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF EATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT $10. 00 PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF / LAVATORY (1 UNIT) WATER CLOSET, LAVATORY, AND BATH TUB OR SHOWER STALL _� SERVICE SINK TRAP STAND (6 UNITS) -� (3 UNITS) C DRINKING FOUNTAIN ( UNIT) V URINAL, WALL LIP FLOOR DRAIN (1 UNIT) (4 UNITS) CD WASHING MACHINE RES.� -" URINAL, PEDESTAL, SYPHON y JET BLO14OUT (8 UNITS) (3 UNITS) ` WATER CLOSETS, TANK-OPERATED WATER CLOSETS, VALVE OPERATED (4UNITS) (8 UNITS) BATHTUB (W/OR W/O OVERHEAD SHOWER STALL, DOMESTIC ` SHOWER) (2UNITS) (2 UNITS) BIDGET (3 UNITS) LAUNDRY TRAY(2 UNITS) DISHI,'ASHER (.2 UNITS) ( KITCHEN SINK (2 UNITS) KITCHEN SINK/4:ASTE GRINDER (3 UNITS) TOTAL FIXTURE UNITS @ $10.,00 EACH Steven Harris 2 September 1986 Mr. Don Ford Building Inspector City of Atlantic Beach Atlantic Beach, Florida 32233 Dear Mr. Ford: As we discussed by telephone last Friday, the overall dim- ension of the stair treads will be a minimum of 3'-0" with the handrails intruding less than 3 1/2". In the event that the letter from the structural engineer, Mr. Dole Kelly, did not include this information, the roof of the belvedere will be 3/4" plywood attached to the trusses with appropriate screws. I appreciate your attention to these issues , as well as your accomodation to the exigencies of geography. Syncerely,0eV'en Harris RE: KAUFMA"t_ IDENCE, 316 SIXTH STREET, ATLANTIC BEACH, FLA. .4 p.p pACITY OF R O V SU f NGA OF c�CH e ey 1986 7 Harrison Street New York,New York 10013 212.431.7287 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 9 —RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES FORM 900-A-86 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 This form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9.An alternative to this method for single-family detached dwellings,and multifamily attached dwellings of three stories or less,is provided in Section 10.Multifamily attached dwellings greater than three stories must comply under Section 9 or 5.Additions to existing residential buildings must comply under Section 9 or 10.Additional information may be obtained from your local building department or the Department of Community Affairs,Energy Code Program,2571 Executive Center Circle East,Tallahassee,Florida 32301-8244. PROJECT NAME PERMITTING OFFICE: L AND ADDRESS: CIRCLE CLIMATE ZONE: 1 2 3 BUILDER: 1P6G Y Cb¢ (L PERMIT NO.: OWNER: JURISDICTION NO.: DETACHED CHECK IF WORST ❑ IF MULTIFAMILY, GLASS AREA AND TYPE NEW ❑ ADD. CASE CALCULATION: NUMBER OF UNITS: CLEAR TINT,FILM,SOLAR SCREEN CONDITIONED CEILING INSULATION SGL ❑� SGL ATTACHED FLOOR AREA UNDER ATTIC SGL. ASSEMBLY NEW ADD. ` R = J .� R = ❑.❑ DBL F1 I I I DBL 1 NET WALL AREA AND INSULATION CBS R= FRAME R= STEEL STUD R= LOG R= I [I].F1 I I I1 2 FIT I I I [E m om ❑ DUCTS COOLING SYSTEM HEATING SYSTEM HOT WATER SYSTEM IN UNCOND. SPACE X CENTRAL ❑ NONE ❑ ELECTRIC STRIP HEAT PUMP X ELECTRIC -1SOLAR R = �.�] ❑ ROOM ❑ NATURAL GAS ❑ ROOM/PTHP ❑ NATURAL GAS ❑ HEAT RECOVERY IN COND. ❑ PTAC ❑ OTHER FUELS ❑ NONE ❑ OTHER FUELS ❑ DED. HEAT PUMP SPACE EF SF/EF m = .� ❑•m R SEER/EER = m.a COP/AFUE _ ©.� = .❑ NUMBER OF BEDROOMS = ❑ INFILTRATION 2- 2 ( Q _ t�, q X 100 = /_ PRACTICE USED t �P ❑ #1 #2 El #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section 553.907 F.S., I hereby certify that the plans Review of the plans and specifications covered by this calculation indicates and specifications covered by this calculation are in compliance with the compliance with the Florida Energy Code.Before construction is completed,this Florida Energy Code. building will be inspected for compliance in accordance with Section 553.908 F.S. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 9A I PRESCRIPTIVE MEASURES Must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK WINDOWS 904.1 MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK. EXTERIOR& 904.1 MAXIMUM OF 0.5 CFM PER SQ. FT. OF DOOR AREA. INCLUDES SLIDING GLASS DOORS, SOLID CORE, ADJACENT DOORS WOOD PANEL INSULATED OR GLASS DOORS ONLY. EXT.JOINTS& 904.1 TO BE CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED. CRACKS MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND WATER HEATERS 904.2 STANDBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC),OR CUT-OFF GAS MUST BE PROVIDED. AN EXTERNAL OR BUILT-IN HEAT TRAP MUST BE PROVIDED. SWIMMING POOLS 904.3 SPAS&HEATED POOLS MUST HAVE COVERS(EXCEPT SOLAR HEATED). NON-COMMERCIAL POOLS MUST &SPAS HAVE A PUMP TIMER. GAS SPA&POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 75%. HOT WATER 904.4 INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS. IN SUCH CASES, PIPING HEAT LOSS SHALL PIPES BE LIMITED TO 17.5 BTU/H/LINEAR FOOT OF PIPE. SHOWER HEADS 904.5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE AT 20 TO 80 PSIG. HVAC DUCT 903.2 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS& LOCAL MECHANICAL CODES. DUCTS IN y CONSTRUCTION 904.6 UNCONDITIONED SPACE MUST BE INSULATED TO MINIMUM R- 4.2&JOINTS MUST BE SEALED_ HVAC CONTROLS 904.7 SEPARATE READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. CEILING INSUL. 904.9 MINIMUM R-19. -1- 91 HEATING SYSTEM MULTIPLIERS(HSM) CLIMATE ZONES 1 2 3 SYSTEM TYPE HEATING SYSTEM MULTIPLIERS COP 2.5-2.6 9 2.7-2.89 2.9 .09 3.1 -3.29 3.3 3.49 3.5 3.69 3.7-U Heat Pump HSM .56 .52 .48 J .45 .42 .40 .38 Electric Strip HSM 1.0 Gas&Other Fuels HSM 1.0 fSen Table 9J for Credit Multi tiers PTHP&Room Units HSM HSM for COP 2.2-2.49 = .63. See above for COP>2.49. Minimums: Central Units 2.5 COP. PTHP& Room Units 2.2 COP. COP means Coefficient of Performance. 9J HEATING CREDIT MULTIPLIERS(HCM) SYSTEM TYPE HEATING SYSTEM MULTIPLIERS Multizone HCM 90 Natural Gas AFUE .60- .64 .65-.69 .70 .74 .7 .79 .80-84.84J-.85- .-89--j- Natural .85- .89 .90 U HCM .54 .50 .46 .43 .40 .38 1 .36 Other Fuels HCM .84 .77 .72 .67 .63 .59 .56 Where more than one credit is claimed, multiply HCM's together. Enter product on page 4. AFUE means Annual Fuel Utilization Efficiency. 9K COOLING SYSTEM MULTIPLIERS(CSM) SYSTEM TYPE COOLING SYSTEM MULTIPLIERS SEER 7.8- 8.0- 8.5- iA; 10.0- 10.5- =11.41 1.5- 12.0- Central Units 7.9 8.4 8.9 10.4 10.9 1.9 &U CSM 44 .43 .40 .34 .32 .31 .30 .28 PTAC&Room Unit CSM CSM for EER 7.5-7.7 = .46. For EER's>7.7 use multipliers above. Minimums:Central Units 7.8 SEER. Room Units 7.5 EER. PTAC under 13,000 BTU/H 7.5 EER, and over 13,000 BTU/H 7.0 EER. SEER means Seasonal Energy Efficiency Ratio. EER means Energy Efficiency Ratio. 9L COOLING CREDIT MULTIPLIERS(CCM) SYSTEM TYPE COOLING CREDIT MULTIPLIERS Ceiling Fans CCM .86 Multizone CCM 90 Cross Ventilation or Whole House Fan Credit for only one CCM Where more than one credit is claimed, multiply CCM's together. Enter product on page 2. 9M HOT WATER MULTIPLIERS(HWM) SYSTEM TYPE HOT WATER M RS Electric EF 80 .81 .82- .83 .84- .85 .86 .87 .88 .90 .91 -.93 .94- .96 .97&UP Resistance HWM 4183 4081 3984 1 3891 8 3678 3560 3450 Natural Gas [ELF ��48 .49 �.5051�.52- .53 .54- .55 .56- 57 .58-.59 .60- .61 .62& U. - . 4- . 1936 8-. 0- . 1749 Other Fuels HWM94 225 3105 2995 2891 2795 2705 Water heaters must comply with prescriptive measures of Table 9A. EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS(HWCM) SYSTEM TYP HOT WATER CRE IT MULTIPLIERS EHeat ater HE!teSF 1 2 3 .4 .5 .6 .7M5& HWCM .9 .8 .7 .6 .5 .4 .3 With Air-conditioner coveryHWCM 62 Dedicated Heat Pump EF 20-249 2.5-299 3.0-3.497 HWCM .44 .35 .29 .25 A HWM must be used in conjunction with all HWCM. See Table 9M. SF means Solar Fraction. EF means Energy Factor. 9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST(See Section 903.2(f)) COMPONENTS REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES ON TABLE 9A. PRACTICE #2 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: Exterior Walls and Floors Top plate penetrations sealed. Infiltration barrier installed. Sole late/floor oint caulked or sealed. Exterior Walls&Ceilings Penetrations oints and cracks on interior surface caulked sealed and gasketed. Ductwork Ductwork in unconditioned space must be sealed. Fireplaces Equipped with outside combustion air, doors and flue dampers. Exhaust Fans Equi ped with dampers. Combustion devices see 903.2(f). Combustion Appliances Provided with outside combustion air. PRACTICE#3 COMPLY WITH PRACTICES #1 AND #2 AND THE FOLLOWING: Ceilings Infiltration barrier installed. Interior Walls To late penetrations sealed or oints&cracks on interior walls caulked sealed or asketed. Recessed Lights Sealed from conditioned space&insulated from ventilated attics aces. Ductwork All ductwork located in conditioned space. Be in unconditioned space(except direct vent), draw air from unconditioned space, exhaust Combustion Appliances by-products to outside. Stoves see 903.2ft -6- SUMMER POINT MULTIPLIERS 9B SUMMER OVERHANG FACTORS(SOF) For single and double pane glass. CLIMATE ZONES 1 2 3 OVERHANG RATIO ORIEN- TATION 0.0 0.18- 0.27- 0.36- 0.47- 0.58- 0.71- 0.84- 1.19- 1.73- 2.74• 5.67- 0.17 0.26 0.35 0.46 0.57 0.70 0.83 1.18 1.72 2.73 5.66 U N7-1765- 1.0 .91 .87 .83 .79 C76 .72 .69 .63 .56 .50 .45 NE/NW 1.0 .91 .86 .80 .75 .71 .67 .63 .55 .48 .42 .37 E/W 1. .92 .86 .80 .73 .68 .63 .57 .47 .39 .31 .25 SE/SW 1.0 .90 .82 .74 .66 .60 .54 .47 .39 .32 .27 .23 S 1.0 .86 .77 .68 60 .54 .51 .45 .39 .35 .31 .28 ll OVERHANG RATIO = L/H �E- 4 l H L H L ed� H 9C WALL SUMMER POINT MULTIPLIERS(SPM) FRAME CONCRETE BLOCK FACE BRICK LOG INTERIOR INSUL. EXT. INSUL. R-VALUE WOOD FR WOOD NORM WT. LT WT NORM LT WT 0- 6.9 2.4 6 INCH R-VALUE EXT ADJ R-VALUE EXT ADJ EXT EXT EXT 7- 10.9 .6 R•VALUE EXT 0- 6.9 5.5 2.2 0- 2.9 2.2 1.1 1.7 2.2 1.7 11 -18.9 .4 0-2.9 1.5 7-10.9 2.1 .8 3- 4.9 1.3 .8 1.0 .8 .7 19-25.9 .2 3-6.9 1.0 11 -12.9 1. 7 5- 6.9 1.0 .7 .8 .5 .4 26&U .1 7&U .8 13-18.9 1.5 .67- 10.9 10.9 .7 .5 .6 .3 .2 R-VALUE BLOCK 8 INCH 19-25.9 .9 .4 11 - 18.9 .4 .4 .4 .0 .1 0-2.9 1.0 R-VALUE EXT 26&U .6 .2 19-25.9 .2 .2 .2 3-6.9 .6 0-2.9 1.0 STEEL 26&U 1 .1 .1 7-9.9 .4 3-6.9 .7 R-VALUE EXT ADJ 10&U 2 7&U 6 0- 6.9 7.6 2.8 7-10.9 3.5 1.3 9E CEILING SUMMER POINT MULTIPLIERS(SPM) 11 - 12.9 2.7 1.0 UNDEZATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF 13-18.9 2.5 0.9 R-VALUER-VALUE SPM CEILING TYPE 19 25.9 2.2 0.8 19-21.95 6.9 5.8 R-VALUE DROPPED EXPOSED 26&U 1.2 0.4 22-25.97- 8.9 3.9 10- 13.9 3.2 3.5 26-29.99-10.9 3.1 14.20.9 2.2 2.4 30-37.911 -12.9 2.6 21 &U 1.5 1.6 38&LID .5 13-18.9 2.4 c 19 25.9 1.8 9D DOOR SUMMER POINT MULTIPLIERS(SPM) 26&U 12 € CREDIT MULTIPLIER FOR ATTIC RADIANT BARRIER = .55 DOOR TYPE EXT ADJ 9F FLOOR SUMMER POINT MULTIPLIERS(SPM) WOOD 7.7 2.9 SLAB-ON-GRADE RAISED RAISED WOO) EEDGE INSUL ATION CONCRETE INSULATED 8.5 3.1 R-VALUE SPM R-VALUE SPM R-VALUE SPM 0-2.9 .2 0-2.9 - .8 0- 6.9 -1.0 3-4.9 -37.2 3-4.9 -1.3 7- 10.9 -1.1 5-6.9 -36.2 5-6.9 -1.3 11 -18.9 -1.0 7&U -35.7 7&U -1.3 19&U - •9 9G INFILTRATION SUMMER POINT MULTIPLIERS 9H DUCT MULTIPLIERS(DM) With Return W/0 Return INFILTRATION PRACTICE SPM R-VALUE Air Duct Air Duct (See Table 9P) 4.2-4.9 1.10 PRACTICE # 1 10.2 5.0-6.6 1.08 PRACTICE #2 6.7&Up 1.09 1.06 PRACTICE #3 DUCTS IN CONDITIONED SPACE 1.00 1.00 -3- PSR,-3644 17379 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ------ LOCATION INFORMATION --------- fermit Number : 17379 '!% . dress : 316 SIXTH STREET Permit Type :REPLA-k*'-4EMENT PERMIT ATLANTIC BEACH , FLORIDA 32233 lass of Work :REPAIR LEGAL DESCRIPTION ---------- .'onstr . TypeWOOD FRAME Block: Lot , Twp : -roposed Use: SINGLE FAMILY Section: 0 Subd: Rng, Dwellings : 0 Subdivision:ATLANTIC BEACH Est . Value: 0 . 00 improv. Cost : 2 , 500 . 00 Total Fees . - 25 . 00 Amount Pat ' $50.00 Data Pa!A440 /450.00 *"- _2 r k Des- AVE, AXELACE DAMAGED NQ� )D 1 17 ij i:�� j! 01011: 4: , "i I rkee 1.1555615 Ili: d Il� prior to perm ,.,WNEF INFORMLT1APPLICATION FEES 1-ON ?MTI T 2 ime : KAY KAUFMAN $50.00 .11E, 5-TH TR FET ATLANTIC FLORIDA 31" f,904)246 CONTRACTOR INFORMATION ame , RICHARD THOMP SON- CONTRACTOR`. ddr ', 1,155 BEACH BOULEVARD JACKSONVILLE BEACH , FL 3225''.? 7- • "'BC05�.324 Exp * NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL,AND HAUULETERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE LI CLEARED UP D AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIBUILDING ILIEN LAW CAN MPROVEMENTSTIN THE PROPERTY OWNER PAYING TWICE FORI ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATIQ TIO PL VIOLATION APPLICABLE PROVISIONS OF LAW. Receipt. 0024065 L P jvK APPLICABLE CHECKS T, 'tlTjr, . R A('M UI ATLANTIC BEACH BUILDING DEPARTMENT C By: FPOM THOMPSON CUSTOM HOMES PHONE NO. 904 247 9242 Oct. 29 1998 10:40AM P2 PROPERTY EESCRSPTTON Lot # Bloci. fk Section 0 Subdivision: Street Name��! t `('1! 17AU5 RTPTTON OF WURK or Address• tiy o (If in a FLOOD HA22.BD Flood Zone: area complete page 3; 4 Brief Description E Q Class of ork: (New/ Remodel/Addition: ZONING ON Type of Construction: Zoning Proposed r District: Use: Estimated Value Exceptions or Variances Materials: Gr anted Solid or Filled Ground: Roof-- Method ooms:Method of Heating: Oft Property Owner: r)ALi KAoeniV Phone. Mailing Address 3i to loTu T- &_1CL4W iC kf.4c-4i ZiP:�223� COIvntacTm IN£ORO&lTZON Cantracto=: 1titL u Q2Q Fhone Mailing Address: It'll fbEQ',_4f*-.LVN k Zip f.. �L Expiratior. STATE LICENSE NU: C��©�j�32T Daze: m I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED TMS' APPLICATION AND KNOW THE SANTE TO BE TRUE AND CORRECT. ALL PROVISIONS OF TH-E LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WHETHER SPECIFIED HEREIN E?R NOT- THE GRANTINCr OF A PERL41T DOES PICT PRESUME TO. GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN A.UY MANNER, INCLMING THE GOVERNING GE CONSTAUCTZON OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY_ I UNCER5TAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE ANO CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL HE PROVIDED AS REQUIRED_ 1%_Owner Signature DATE 21 Contractor Signatur DATE � Q SWORN TO AND SUBS ISED SEEORE ME BY IS 2 A' OF ysAvcoLcEa NOTARY PUBLIC y y My Co kM obon CC5008AS 7� 7� ExPw"Oct to_1998 w1Pe '1e ue noe FROM THOMPSOH CUSTOM HOMES PHONE HO. : 904 247 9242 Oct. 29 1996 10:40AM P1 7R. 7h000mps�onlnc. GENERAL CON',`.'RACTORS 1171 BEACH BOULEVARD JACKSOgNULE,FLORIDA 32250 PH.9+)4.246-0375 FX. 904-247-9242 FAX TO: ATLANTIC BEACH BLDG. DEPT FROM: RICHARD THOMPSON DATE: 10/29/98 ATTENTION: PAT —BLDG. & ZONING RE: PERMIT FOR R & R OF DAMAGED WOOD HI PAT, HERE IS MY APPLICATION FOR THE REMOVAL AND REPLACING OF DAMAGED WOOD ON THE SIDE OF A HOUSE. I SPOKE TO DON FORD YESTERDAY AND HE SAID TO PUT THAT INFORMATION ON THE PERMIT APPLICATION. THANKS, LISA 1 CITY OF ��i°cust,cc t>eac� - �E�vuda 800 SEMINOLE ROAD ATLANTIC BEACH. FLORIDA 32233-5445 --- - - TELEPHONE (904) 247-5800 FAX (904) 247-5805 SUNCOM 852-5800 December 30, 1998 Richard Thompson Contractors 1171 Beach Boulevard Jacksonville Beach, FI 32250 Re: 316 Sixth Street Dear Sir: On October 29, 1998 your company applied for a building permit for the above location. Permit Number 17379 was printed on the same day. Telephone calls were made to your office on numerous occasions informing that the permit was ready. The permit fee has now been doubled due to the fact that the work was completed prior to obtaining the permit. My next communication to you will be in the form of a copy of a complaint filed with the Department of Business and Professional Regulation against your license for performing work without a permit. Please contact me as soon as possible concerning this matter. Sincerely, j_"� Don C. Ford, C.B.O Building Official DCF/pah cc: Kay Kaufman 316 6th Street E4s7 C o AS T r ,DRZ V� CN itz NN n � � w � � N I c-, a °o fs tIN -45 \ � A A T b o �l 73 m rn a o n N w ti rt. nl N �c 60 �y �+ a i CITY OF ATLANTIC BEACH, FLORIDA Building Department LETTER OF TRANSMITTAL 716 Ocean Boulevard Atlantic Beach, Florida 32233 Date: C %�_"rl �_ _Job: ________________ (904) 249-2395 Attention:Z f_ Res TO: CJ�_ S c- ---------- ------------------------------------- S ��c- - - ------ -----------------------------------,-- We are sending you ___Plans & Specifications ___Drawings ___Copy of Letter '"y_Other Copies Date Description • i------------�-------------CCS.---,- C� �� C� �` �--------- ---- ----- -- ---� = --- -+�- ---- - -------------------�---- ----- ----- ---------------- ------------------------ �-----�-----�-------------------------------------------------------------- These are transmitted as checked below 1---�or Approval ___For Review and Comment For Your Use ___As Requested Remarks__ -� � _ ----------------------- -------------------------------------------------------------------------- ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- -----------------------------------------r-------------------------------- = `L�� ----------------------------------- �-- - - ------------------------ 0 ---------------------------------------------------------------------------- 1 Co PY to/ - -�---- ---; --/--------- Signed_ '=-�--- ------------- Title_ _ :Y1LL :,�--�1� Cir ---------- 3995 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH -------- LOCATION INFORMATION ----- PERMIT INFORMATION Permit Number : 3995 Address: 316 SIXTH STREET Permit Type: UTILITIES ATLANTIC BEACH, FLORIDA 3223- Class of Work: NEW LEGAL DESCRIPTION -------- Constr. Type: CONCRETE Lot : Block: Section: Proposed Use: OTHER Township: RNG: 0 Dwellings: 0 Code: 0 Subdivision: Estimated Value: $O. Ot Improv. Cost : $0. 00 Total Fees: $25. 00 Amount Paid : $25. 00 n=,; p3id: 6/28/91 Work Q ie B C I.INE TO H00'.-,3, OWNER INFORMATION APPLICATION FEES - --- Name: KAY FERGUSON PERMIT $25. 00 Address: 316 SIXTH STREET WATER IMPACT FEE $0. 00 ATLANTIC BEACH, FLORIDA 3.', SEWER IMPACT' FEE 90. UO Phone: WATER METER $0. 00 RADON GAS-H. R. S. $0. 00 CONTRACTOR INFORMATION RADON GAS - 5% $0. 00 Name : VISION ENERGY WATER TAP $0. 00 Address: 922 9TH STREET, SOUTH SEWER TAP $0. 00 JACKSONVILLE BEACH, FL. HYDRAULIC SHARE SU. 00 License: 036042 Type; 3 RE-INSPECT FEE $0. 00 SEC. H IMPACT FEE $0. 00 OTHER 110 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMP-ROV.1 EMENTS-99 ISSUED:ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR :VIOLATION OF APPLICABLE PROVISIONS OF LAW. MJGtitEF- � -2109 ATLANTIC BEACH BUILDING DEPARTMENT By: BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH 9,-5ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I� Street Address: ��� ,c" LOCATION � OF Intersecting Streets: Between S�Ec�9 And 4KAS TWA2' Ag BUILDING Sub-division II. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) 14.210A) 40 6,e d Z Master Name of Property Owner Signature of Owner Signature of or Authorized Agent Architect or Engineer 1111. GENERAL INFORMATI A, Type of heating fuel: E3 IS OTHER CONSTRUCTION BEING DONE ON ❑ Electric THIS BUILDING OR SITE?— x0 'o( Gas—� LP ❑ Natural ❑ Central Utility l� IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify IV, MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Y. Residential or ❑ Commercial ❑ Heat ❑ Space ❑ Recessed O Control O Floor ❑ New Building ❑ Air Conditioning: ❑ Room ❑ Central X Existing Building ❑ Duct System: Material ThicknosL ❑ Replacement of existing system ❑ New installation(No system previously installed) Maximum capacity c.f.m. Extension or add-on to existing system. [3 Refrigeration � - ❑ Other — Specify - ❑ Cooling tower: Capacity g•p-rn• !1 ❑ Fire sprinklers: Number of head- -- ❑ Elevator ❑ Monlift ❑ Escoletor (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps -(number) (Received) ❑ Tonks (number) Remarks ❑ LPG container. (number) ❑ Unfired pressure vessol Permit Approved by Deta ❑ toilers ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT can-city w Number Units Description Model Number Manufacturer (Tona) HEATING FURNACES, BOILERS, FIREPLACES Capacity Appmvft Number Units Description Model Number Manufacturer (BTU) ASUW TANKS Haw Many Nominal Capacity Type Liquid Name of Serial Approving and Dimensions Contained Mamufaatow No. Agency 1 1 r �t► � I � X i C�, �t o I A SECTION : A.apaS�D �� SdQUlCE -��N DATE: 4/..�PA9 SCALE: SN . / OF JOB OWN BY: Mar 27 02 03:39p 060_ConstructionCo. Inc. (904)695-2237 p. 1 S�ect�r� 00 const Luction Co., �nc. a r=r N 5790 ESTELLE STREET �� ee JACKSONVILLE, FLORIDA 32254 OFFICE (904( 783-9479 4NEA0S FAX (904) 695-2237 t _ all _ �_ Go FLORIDA pQ►OrY.S OF ACxKSONY,,x, r�q a Jaml Iowa agak 1 on �rI1 i s Yr1 N(rrll lrttdl IrIMr 110 IW 1 ra �� Irl , . 1111111 all SII /W lot rrr._ 1 111.— lea 1\O NII It ■1.of Am lot `%111 Y. 1 111/111 ■r1ir� 11•111 rr .Irl HUNT NI 4111 a IN► us 1� on file' Irl WORN$ ION 1111 11IN lug Will! 51141LAW I VVE its 144, .o UIL Arw►, WN101h. 11111M N I owl $11 ,011110 ovio uarav ar ial 1rr- 1 • ■Mla 111 'in VIL "' 1111 �■ No Irl 1111w r ■ a 1a NON O�r�ilii�1Vol01 rWMJd' IMM! V 1 0111111"1 N��r1 1111 101 lot No all.11111111. 1 ■1 rUr■■ lot . NNVJtV'IN681 as IN11 111116 1 . 11111 1111011141/1. �wyr '�Iww� 11111 It11 1YW1r * No low MYYr' ail jo 1502 CESERY ERRACE 7443 00 FAX # (904) 74 7100 RECE1. FD FACS MAS 2I?�,n� ucon"d ar+d son IlscCOS0663 City of .Atlantic Beach DATE ��i' o 3:;,'ang and Zoning TO d&e y �r Z ATTN: bcjJ Foy d FROM; aA 1W TOTAL No. OF PAGES' 2, (INCL ING COVER PAGE) ADDITIONAL MESSAGE : 2 4 S Oil aF. AZ \M 17 Q Y I c hI � I � .+f /v��� R 13. 8-7' 03' /D" rte. 48). VALId UNLESS D480M NIIN SEAL OF INE UNDER9GNED. 9EARDVCS BASEDL'_!isc _ LINE AS SHOW Jj ME PRRRDPERTY SHOWN HEREON APPEARS 70 UE NITNIN FLOOD HAZARD ZONE /_AS FRQN FLOOD NSIMANCE RAT[MAP_E4_L FOR INE CITY OF '"a��;` FLORIDA. DATED - �'� AND IS SNONN AS A COLMPTEBY ONLY AND DOES NOT CONSIiTUT('A CEpAfCAAQN OF SAME. TRI-STATE LAND SURVEYORS I 8411 8A)IWEADOWS Wil Y SUI 7F ,/'2, MrKSONWLLE; FLORIDA 32Y56 (9 ) 731-7233 1 uaNc /NEREgY CERTIFY THAT INE ABOVE'LANDSNOW SURVEYED UNDER 1 ft-$ww&BKE SUPtYTN,SIQN AND DVREICT/ON, TNA r ?NOW ARE NO J £NCROACHOLW IS EXCEPT AS SHOW AND INAT IW"%CY RtONN u«.y MMEON MEM TME MWh" TCHNICAL STANDARDS SET MRTN BY R RLONDA STATE BOARD OF PRGYFSSTQNAL BUiWMWS AND MAPPERS I r ar cm.b PUR3YlANT• ID SECTICYV 472.027, FLORAOA rtaisTATVTET r Msi+rna+ur N M�IMr LARRY C. DY, P.L•S Na Ai•N wrna6a. came Mu SiGIIE arair/r "»MGMMW~^1O LFR rCW AN now DATE ..'r� T TAT£ lDA wroN�l - -wwan TO 39Vd SN33dOS 831SVW OOTLEOL006 VE:60 Z00Z/9Z EO Mar 07 02 04: 11p Valued Customer 904-270-2432 p• 2 Page I of 2 Lisa Volpe From: "DeVore-Fillmore, saVoe-Filme .stll@ci.west-paim- To: <staylor@fbfl.org� spener@fwb ogrhall@denetfl;<emitche beach.fl.us>; <city.manager@ci.boynton-beach.fl.us>�<<ob lu @ as>-, <thighland @j @aol.com>; <junobeachuno-beach.fl.us , @l Piterfl us> <jupiterinlet@worldnet.att.net>;<lantana@flinet.com>;<townhall@manalapan.org>; <villnpb@evcom.net>; <oceanridge@flinet.com>; <ccousins@townofpalmbeach.com>; <wewil kin@ bellsouth.n et>; <whitespb@csMm>; <jnewell@tequesta.org>: <david_waugh@ci.sarasota.fl.us>;<sab@thebest.net>;jfhiatt@dbshores.com>; <supports@mail.state.fl.us>;<sdaytona@n jcenter.com janeen@ci.fort-myers-beach.fl.us>; <city- hall@bradenton-beach.com>: <bstdenis@cyberstreet.com>; <cityird@ix.netcom.com>; <indianshrs@aol.com>; <mbonfield@ci.madeirabeach.fl.us>; <bnoke@ci.cocoa-beach.fl.us>; <melbchth@iu.net>; <info@satellitebeach.org>;<naplesmayor&council@gulfcoast.ne>; <cityclerk@neptune-beach.com>;<rogerb@co.santa-rosa.fl.us>; <manager@ci.flagler-beach.fl.us>; <citymgr@covb.org> r-- -. -- i Sent: Friday, March 01, 2002 2:40 PM I i Subject: Coastal Construction Control Line Program and Florida Building Code 1 RIO Department of : ��r cL>_AS ,l,,= Environmental Protection .uy= M'NyT� erlymAwen .� Marjory Stoneman Douglas Building DAM a 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 February 28, 2002 Attention: Local Building Official Information has been included on the Beaches and Coastal Systems web page on the effect that the new Florida Building Code will have on the Coastal Construction Control Line (CCCL) program. The Florida Building Code goes into effect Marche, 2x00002. f us beaches web site address for the Office of Beaches and Coastal Systems Once you have gained access to the Office of Beaches and Coastal Systems home page, you will find a link referencing "Events, News &Workshops". The information contained here is an effort by the Department to make the transition period proceed as smoothly as possible. It will also make it easier for you to provide� mthe information CCCL program duelto thto those in your area that will be affected by thechanges made to implementation of the new code. If you have any question or need additional information please do not hesitate to contact me by phone at (850) 487-1262 extension 186, or by return e-mail. .-.._.-.-.. Mar 07 02 04: 11p Valued Customer 904-270-2432 P• 3 DEP-Beaches& Coastal Systems-Events,Workshops&News Page 1 of 4 .S�,V._r. Florida !ncnj"" Department of Environmental Protection PtWwt on,Less Process (� DEP Home I Contact DEP I Search Myl lorida.com I DEP Site Map Beaches & Coastal Systems Home Contacts Events, Workshops and News Data Forms Events,Workshops, News Links Permittinq Programs Pinellas.,County Reestablishment Publications Pinellas Count Reestablishment Documents More Information Coastal Engi_n_e_-erinn Technical Advisory Committee_(_CETAC) Corvright&Disclaimer C7 1999 State of Florida Privacy Statement Florida Building Code Last Updated: 03J01J02 The Florida Building Code was created to provide a single set of documents to direct public and private building design throughout the state. The code focuses on public safety,which includes incorporating up to date hurricane protection for structures.As part of the hurricane protection,the Coastal Construction Control Line(CCCL) program's structural requirements have been incorporated into the new code. The CCCL program has long been cited as an exemplary program in providing hurricane protection for structures along Florida's coastline. The structural requirements for structures located seaward of the CCCL are contained in Chapter 31,Special Construction, section 3107 of the new code.An environmental permit is still required for all structures proposed seaward of the CCCL. Construction standards contained in section 3107.4.1 ensure that habitable structures located seaward of the CCCL are designed to resist the predicted forces associated with a 100-year storm event.As part of this assurance, certification of the elevation standards contained in section 3107.3 is required.The certification form and the elevation requirements are contained in the report titled"One-Hundred-Year Storm Elevation Requirements for Habitable Structures Located Seaward of a Coastal Construction Control Line"as determined by the Department of Environmental Protection.This report can be accessed through the following link: http://www.dep.statefl.us//be_a.ch-Ipublications/tech_rpt.htm#100year The adoption of the new code necessitated that changes also be made to section 161.053, Florida Statutes, Coastal Construction and Excavation; Regulation on County Basis.The Department's Office of Beaches and Coastal Systems has amended Rule 62B-33, Florida Administrative Code http://www.dep.state.fl.us/beaches/news/news.htm 3/6/02 Mar 07 02 04: 12p Valued Customer 904-270-2432 p• 4 DEP-Beaches& Coastal Systems-Events,Workshops&News Page 2 of 4 (F.A.C.), Rules and Procedures for Coastal Construction and Excavation (Permits for Construction Seaward of the Coastal Construction Control Line and f=ifty-Foot Setback),to address these statutory changes. The amendments implement the changes and establish current and future requirements necessary for permit approval of structures proposed seaward of the coastal construction control line. These amendments were made in an effort to make the transition period proceed as smoothly as possible.The amendments focus on the change of jurisdiction for structural review of structures seaward of the coastal construction control line to local governmental building departments. The following bulleted paragraphs provide explanation of the most significant amendments to Rule 626-33, FA.C., and there effect on the Coastal Construction Control Line Program. • Any application submitted for a building permit to the Department prior to the effective date of the Florida Building Code shall comply with the standards contained in section 62B-33.007,Florida Administrative Code, and will be governed by those standards for the life of the permit and any extension granted to the permit. • Any application submitted for a building permit to the local building department prior to the effective date of the Florida Building Code, shall comply with the standards contained in section 62B-33.007, Florida Administrative Code, and will be governed by those standards for the life of the permit and any extension granted to the permit. • In addition,changes have been made to the application requirements for each of the above-cited circumstances. Also note that the Department maintains jurisdiction over environmental issues related to any proposed project located seaward of the coastal construction control line therefore, an environmental permit is still required prior to the start of construction. The environmental permit may require special siting considerations to protect the beach-dune system, proposed or existing structures and public beach access. It may also condition the nature,timing,and sequence of construction of permitted activities to provide protection to nesting sea turtles and hatchlings and their habitat, including review,submittal, and approval of lighting plans. You may access a copy of rule 626-33, F.A.C., by clicking on the link provided: httpa/www.de�ate.fl.us/beaches/p_4 ications/gen- ub htm#Rules The effective date of the Florida Building Code is March 1,2002. If you have any questions regarding this information please contact the representative for your area provided in the table below. Area Coastal Phone Engineer Counties Number E-mail Address Served Escambia, Santa Rosa, 850- Phil Sanders, Okaloosa, 487- Phil.Sanderq@_dep.sstate.fl.us Engineer III Walton, 4475 Bay, Gulf ext. 110 11 http://www.dep.state.fl.us/b eaches/news/news.htm 3/6/02 Mar 07 02 04: 12p Valued Customer 904-270-2432 p• 5 DEP-Beaches&Coastal Systems-Events, Workshops&News Page 3 of 4 cillu Franklin Celora Lee, 850- Collier, 487- Jackson, Celora,A..Jackson�a dep_state.fl us Engineer III and Palm 4475 -- Beach ext. 190 Charlotte, Dr. Pinellas, 850- Muthuswamy 487- Manatee, Muthuswamubbuswamdep.staie_fl__ Subbuswamy, and 4475 Engineer IV Sarasota ext. 143 Nassau, 850- Duval, St. 487- Dana Latino, Johns, 4475 Dana.Latin�dep_state.fl.us Engineer III Flagler, ext and 115 Volusia -]I- -- Brevard, 850- Srinivas Indian 487- Tammisetti, River, St. 4475 Srinivas.Tammi tti @ � - a..state,fl us Lucie, ' � Engineer I ext. and 145 Martin Martin, 850- Barry Broward, 487- Dade, 4475 Bar Manson-Hing, Monroe, =Manson-Hing@dep.stat_e.fI us Engineer IV ext. and 1116 11 Wakulla For additional information on the Coastal Construction Control Line Program or on the Florida Building Code click on one of the following links: ttp;Av rw.dep state.fl_usiteacheslperm' ing/permits.htm http://www.floridabuilding.org1(link opens in a separate window) Back to top of-age Pinellas County Reestablishment On December 31,2001,the Department successfully completed the reestablishment of the Pinellas County Coastal Construction Control Line (CCCL),the last control line in the state to be relocated.The original Pinellas County CCCL was established January 1979. The legislature directed the Department to reestablish all CCCL's which had been established prior to 1980,in order to comply with the 100 year storm frequency criteria, pursuant to chapter 161.053(3), Florida Statutes. The reestablishment was accomplished through an agreement with local officials where an alternative local program will administer the requirements contained in chapter 161.053, Florida Statutes. Chapters 120.541 and 161.053, Florida Statutes, both provide a basis for the acceptance of an alternative local program to implement the CCCL program,which meets the intent of the statute for protection of the beach and dune system. On April 17,2001,the Barrier Islands Governmental http://www.dep.state.fl.us/beaches/news/news.htm 3/6/02 Mar 07 02 04: 12p Valued Customer 904-270-2432 P. 6 DEP-Beaches&Coastal Systems-Events,Workshops&News Page 4 of 4 Subsequent to the submittal, Department staff and key officials from Pinellas County worked together in reviewing and redrafting the proposed alternative to insure that it met the intent of chapter 161.053, Florida Statutes.On October 15,2001,the Pinellas County Construction Licensing Board(PCCLB)submitted substantive revisions to the proposed alternative.The Board also submitted a proposed agreement and an inter- local agreement for consideration. The agreement is based upon the desire of the Big"C",Pinellas County, and the PCCLB to increase governmental efficiency and avoid duplicative regulatory efforts while maintaining an acceptable level of environmental protection.The Board and the County collectively possess the interest and resources to adequately administer a program meeting the requirements of chapter 161.053, F.S. In addition the Board possesses the legislative authority to assume the responsibility for administering the program pursuant to chapter 161.053, F.S. by enacting the"Pinellas Gulf Beaches Coastal Construction Code". On November 27,2001,the presiding officer of the rule adoption hearing directed staff of the Department to amend the proposed rule to incorporate,for the area from the northern boundary of the City of Clearwater to the southern boundary of the City of St. Pete Beach,the alternative proposed by Pinellas County, the Big"C",and the PCCLB. Staff was also directed to execute or approve an agreement or the assumption of responsibility by Pinellas County and the PCCLB of the regulatory authority and responsibility under chapter 161.053, Florida Statutes, necessary to implement the amended proposed rule incorporating the proposed alternative. With these agreements in place,the Secretary of the Department of Environmental Protection authorized the PCCLB and the County, and the PCCLB and the County have agreed,to meet and administer the requirements of section 161.053, F.S., under the terms and conditions contained in the agreement.This approval signifies that the coastal construction zoning and building codes, coupled with established state standards, are adequate to preserve and protect the beaches and coastal system,from imprudent construction that will jeopardize the stability of the beach-dune system. Accordingly, the Department has revised the Statement of Estimated Regulatory Cost. Below is a link to documents and publications about the Pinellas CCCL. • Pinellas County Reestablishment Documents Back_to top of page More Information For more information regarding the Reestablishment Process of Pinellas County, please e-mail Rosaline Beckham . Phone numbers can be found on the Staff Contacts page. http://www.dep.state.fl.us/beaches/news/news.htm 3/6/02 Department of ,FLOR ate , Environmental Protection Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard David B.Struhs Governor Tallahassee, Florida 32399-3000 Secretary Mail Station 300 March 5, 2002 Attention: Local Building Official Information has been placed on the Office of Beaches and Coastal Systems web page regarding the effect that the new Florida Building Code will have on the Coastal Construction Control Line (CCCL) program. The Florida Building Code went into effect March 1, 2002. The web site address for the Office is: http://www.floridadep.org/beaches/ Once you have gained access to the Office's home page, you will find a link referencing "Events, News &Workshops"and the"Florida Building Code". The information contained on this site will help you provide the most current information available to those in your area that will be affected by the changes made to the CCCL program due to the implementation of the new code. Enclosed is a copy of the web page information. Please note that some of the documents on our web site require Adobe Acrobat Reader's most current version (5.0). This can be downloaded at the following web site address: http://www.adobe.com/products/acrobat/readstep.htmI The information that was placed on our web site is an effort by the Department to make the transition period proceed as smoothly as possible. If you have any question or need additional information please do not hesitate to contact me by phone at (850) 487-1262 extension 186, or by return mail at the letterhead address. Sincerely, Rosaline Beckham, Environmental Specialist III Office of Beaches and Coastal Systems RB/ "More Protection, Less Process" Printed on recycled paper. Florida Building Code The Florida Building Code was created to provide a single set of documents to direct public and private building design throughout the state. The code focuses on public safety, which includes incorporating up to date hurricane protection for structures. As part of the hurricane protection, the Coastal Construction Control Line (CCCL) program's structural requirements have been incorporated into the new code. The CCCL program has long been cited as an exemplary program in providing hurricane protection for structures along Florida's coastline. The structural requirements for structures located seaward of the CCCL are contained in Chapter 31, Special Construction, section 3107 of the new code. An environmental permit is still required for all structures proposed seaward of the CCCL. Construction standards contained in section 3107.4.1 ensure that habitable structures located seaward of the CCCL are designed to resist the predicted forces associated with a 100-year storm event. As part of this assurance, certification of the elevation standards contained in section 3107.3 is required. The certification form and the elevation requirements are contained in the report titled "One-Hundred-Year Storm Elevation Requirements for Habitable Structures Located Seaward of a Coastal Construction Control Line" as determined by the Department of Environmental Protection. This report can be accessed through the following link: http://www.dep.state.fl.us/beaches/publications/tech-rpt.htm#100 Year The adoption of the new code necessitated that changes also be made to section 161.053, Florida Statutes, Coastal Construction and Excavation; Regulation on County Basis. The Department's Office of Beaches and Coastal Systems has amended Rule 62B-33, Florida Administrative Code (F.A.C.), Rules and Procedures for Coastal Construction and Excavation (Permits for Construction Seaward of the Coastal Construction Control Line and Fifty-Foot Setback), to address these statutory changes. The amendments implement the changes and establish current and future requirements necessary for permit approval of structures proposed seaward of the coastal construction control line. These amendments were made in an effort to make the transition period proceed as smoothly as possible. The amendments focus on the change of jurisdiction for structural review of structures seaward of the coastal construction ,control line to local governmental building departments. The following bulleted paragraphs provide explanation of the most significant amendments to Rule 62B-33, F.A.C., and there effect on the Coastal Construction Control Line Program. • Any application submitted for a building permit to the Department prior to the effective date of the Florida Building Code shall comply with the standards contained in section 62B- 33.007, Florida Administrative Code, and will be governed by those standards for the life of the permit and any extension granted to the permit. • Any application submitted for a building permit to the local building department prior to the effective date of the Florida Building Code, shall comply with the standards contained in section 6213-33.007, Florida Administrative Code, and will be governed by those standards for the life of the permit and any extension granted to the permit. • In addition, changes have been made to the application requirements for each of the above- cited circumstances. Also note that the Department maintains jurisdiction over environmental issues related to any proposed project located seaward of the coastal construction control line therefore, an environmental permit is still required prior to the start of construction. The environmental permit may require special siting considerations to protect the beach-dune system, proposed or existing structures and public beach access. It may also condition the nature, timing, and sequence of construction of permitted activities to provide protection to nesting sea turtles and hatchlings and their habitat, including review, submittal, and approval of lighting plans. You may access a copy of rule 6213-33, F.A.C., by clicking on the link provided: http://www.dep.state.fl.us/beaches/publications/gen-pub.htm#Rules The effective date of the Florida Building Code is March 1, 2002. If you have any questions regarding this information please contact the representative for your area provided in the table below. Area Engineer Coastal Counties Served Phone Number E-mail Address Phil Sanders, Escambia, Santa Rosa, 850-487-4475 Phil.sanders@dep.state.fl.us Engineer III Okaloosa, Walton, Bay, Gulf ext. 110 and Franklin Celora Jackson, Lee, Collier, and Palm Beach 850-487-4475 Celora.jackson@dep.state.fl.us Engineer III ext. 190 Dr. Muthuswamy Charlotte, Pinellas, Manatee, 850-487-4475 Muth uswamy.subbuswamy Subbuswamy, and Sarasota ext. 143 @dep.state.fl.us Engineer IV Dana Latino, Nassau, Duval, St. Johns, 850-487-4475 Dana.latino@dep.state.fl.us Engineer III Flagler and Volusia ext. 115 Srinivas Brevard, Indian River, St. 850-487-4475 Srinivas.tammisetti Tammisetti, Lucie and Martin ext. 145 @dep.state.fl.us Professional Engineer I Barry Manson- Broward, Dade, Monroe and 850-487-4475 Barry.manson-hing Hing, Engineer IV Wakulla I ext. 116 1 @dep.state.fl.us For additional information on the Coastal Construction Control Line Program or on the Florida Building Code click on one of the following links: http://www.dep.state.fl.us/beaches/permitting/permits.htm http://www.floridabuilding.org/ (link opens in a separate window) STILI CTrON4 i7fiTa•�L ,' - � Z, LN NE of 21VI ; ,I vo 454 *;C. 5LA6 3ov� r 1iNsu�a rE �t iv vINE pt G4 C QI It ?� /�.d ;1�''► �4Q 3i-0�� Tat © r _o I�Op 1 O Q 7 �,0 7 /•4 D, 2�.711 &9.0 6• '� 6•� = RO n� LL n RLp t4?IC BEACH►iN �OV� rIN� �I.ECS(��CAi. C1f�l - "a om.CS ` 20 - i Jelk ! M I 3 t Zx 3.9�- 2./ I ! +I Z- x � 2.fi3 /.4S I ✓ I -- --- -- — ---- i -- �-_-_-_-=_�-'�♦�-�--1. lam.'J t- NOV-29-01 THU 02:21 PH THE HASKELL CO. -A/E DEPT FAX N0, 9047914697 P. 02/03 pt ri r;r.rsot arS. I f 1 � R 057151STA BuyLi-e 4931 v � T Standard Kits Aluminum Landin Size Wei ht Ib.) 18" Steel Model# Wel ht Ib.) Tread Size 21„ Model# 40 KD 135 22" 25" Diameter 40-SKD 270 48-AKD 146 24" 27" 40" 290 153 31" 481' 48-SKD 300 52 KD 28" 52-SKD 60-AKD 166 30" 33" 52" 60-SKD 325 174 37" 60" 340 64-AKD 190 34" 64" 64-SKD 360 72-AKD 72" 72-SKD Wood Kits Wood Land d Size in Tread Size Model Wei ht (Ib.) 18" 21" Diameter WKD 20225" 0"440 231 22" 27" 8" 48-WKD 250 24" 31" 52" 52-WKD 290 28" 33", 60'• 60-WKD 308 30" 37" 64" 64-WKD 347 34" 72" 72 WKD Heavy Duty Kits Steel Aluminum Tread Size Landin Size Wei ht (ib. Modell Wei ht (Ib.) 18" 21" Diameter mod 1# 403 40-A -HD 180 22" 25" 40" 40-SKD-HD 430 48-AKD-HD 200 24" 27" 48" 48-SKD-HD 444 52-AKD-HD 210 28" 31' 52" 52-SKD-HD 460 60-AKD-HD 230 30" 33" 60" 60-SKD-HD 492 64-AKD-HD 245 34" 37" 64" 64-SKD-HD 519 72-AKD-HD 275 72" 72-SKD-HD Code with 30°treads and a 4 inch BOCA and UBC codes require a minim 60" dith iameter building inspector for your code baluster spacing.Before ordering, the requirements. Layout Table of Risers EXIT EXIT 9 30° 9 e B Finish Number Degree 7 7 Floor of Steps of Height 30° Circle , 6 6 z q 270° z s s 85"'to 95" 0 a ` 3 96" to 104" 10 300° 11 3300 LEFT HAND UP RIGHT HAND UP 105,, to 114" CLOCKWISE COUNTER-CLOCKWISE 115" to 123" 12 360° 13 3900 10 9 1114 4200 ,z 9 ,0 " 124' to 133" 6 e 134" to 142" � ' 12 143" to 152" 15 4500 ENTER 153" to 161" 16 4800 ENTER roe`ro (7i' , 17 5100 12 Treads per circle. Make opening 2"larger than stair diameter, 172"to 180" 18 11 Treads are standard. F.725" ard Spiral Kit- NO EXPOSED WELDS s a 3.50" OD center column with a 9"square TOP CAPlek baseplate, formed landing, 11 - 12 gauge N �►�� smooth steel treads, 11-3/4"square steel balusters, GUARD RAIL 36' et and a coil of 1-1/4" Black vinyl handrail, 36"tall landingrail with 3/4" balusters, and all necessary fas- LANDING I Ss�0 t teners and instructions. 1.1/4'VINYL 3/4'SQUARE BALUSTER TOP CAP ROUNDED CORNER 1 FCR SAFETY S� GUARDRAIL 36' 12 GUAGE TREADS � LANDING--� 1-1/2•X 2' TOP RAIL 3-IR'DIAMETER 1-1/4'SQUARE BALUSTER \ Standard Kit 1/4'BASE PLATE All Wood Spiral Kit. Standard Wood Spiral Kit includes center column, baseplate, (11) 1-1/4"wood treads, (12) 1-114"square wood balusters,solid oak CENTER COLUIMND handrail 1-1/2"x 2",with all fasteners and instructions needed to assemble the stair.The wood spiral can be assembled around a twelve _ solid oak column.The red oak treads are mortised and screwed into the center column.The balusters are attached to the end of the tread, 1-1/4'BASE PLATE and bolted into the fine curved top handrail.After assembly,the solid oak spiral stair kit looks like a fine piece of furniture, Wood Spiral Kit NO EXPOSED WELDS TOP CAP I I GUARDRAIL 42" Heavy Duty Kit: Standard Heavy Duty Kit includes a 3-1/2"OD center column, heavy duty 114" baseplate, (11) 3/16"steel treads, (12) 3/4"solid steel balusters,with a machined bottom and milled top 1Handrraill countersunk holes for attachment to the 1-1/2"Round Steel Handrail, continuous sleeve tread hubs, complete with fasteners Solid Machined r and instructions for installation of the stair. Treads both milled top w/countersunk hole UBC And BOCA CODES requires a Closed Ends minimum of a 60"diameter with 300 treads and a 4 inch baluster spacing. Before ins"Smooth ordering, check with your local building Plate Treads inspector for your code requirements. 4"O.D.Sleeves Continuous Heavy Duty Kit 20 1/4"BASE PLATE ri`J��V f l rte' .✓ '' ,.r'/ • lit iJ J rnicn a i�.ofira�nn� ry YN.I /aa(/ a/N- 11'I 77ft �ii� 'Pu-AL- CLIP GALv71t4�,OL,' M AL �1`�1NCI(Cd� ATexl2 VENT. ,PtAM (tHOL.E5 ON FRS C-typ)-_ -'�� MEAL_ RE�N -ice I _ 1 i. ATT►c vN� 3 conT "/Tucco _ - - oN MF-TAL� LATH - ON 3^n Vow •. N - - 34 rL` \v op, F = 20A 4 Ivp r>-u I75 I Yn Off 0'CCo 5T r,R- I ' �AK SAL 1G T HVAC TI V" GYP ON 2x4 2.X AY C - _ - - - - --- -- - T��i i 2'X Io" Jr I *ELECT } 2•x G" AYG J�G MAP SHOWING BOUNDARY SURVEY OF LOT 7, BLOCK 7, EXCEPT THE SOUTHERLY 25 FEET, PLAT NO.1 SUBDIVISION "A" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: ANDREA L. OSBORNE AND SHAUN M. BURKE COUNTRYWIDE HOME LOANS, INC. LAWYERS TITLE INSURANCE CORPORATION GIBRALTAR TITLE SERVICES, INC. N 89'59'20" E 6TH STREET 50.00' (PLAT) (40.0' RIGHT OF WAY) N 89.59'20' E FOUND 3/4* IRON PIPE 49.96' (MEASURED) FOUND 1/Y IRON PIPE 150.0�(PLAT) NO IDENTIFICATION NO IDENTIFICATION f tV STAIRS 1.2' 4.6 22.8. .22.5�-:•� X `.r.'.1 . . W T2C Q W w Q a_ Q::) BRICK w d Q o n UO Q } �W Y STAT LOOK Q O AREA O 24.4' n ui (n O N a0 TWO STORY � N ~ MASONRY 22 Q o N POSTED # 316 h U LOT 9 3 LOT 5 1— BLOCK 7 ao o BLOCK 7 (n w W o Q . STEPS L)i O0 > o oo LOT 7 Oo � o o . BLOCK 7 O Q o Z Z Ll Pp IAP 2.6' AD 0.3' PE '769'51'30" 0 2' FOUND 1/2- IRON PIPE FOUND 1/2" IRON PI '2 89 51 30 W STAMPED OURDEN 1048' STAMPED 2DURDEN PE 49.84' (MEASURED) N S 89'59'20" W �I N 50.00' (PLAT) souni 2E'LOT LOT 8 BLOCK 7 NOTES: ACCEPTED BY: LEGEND: R = RADIUS —X— = FENCE L = LENGTH O = CONCRETE NOES: REVISIONS 1. BEARINGS ARE BASED ON THE ASSUMED BEARING OF N 00'00'00" E_ ALONG THE WESTERLY BOUNDRY LINE OF SUBJECT PARCEL DATE DESCRIPTION 2 NATIONAL 6RAPHIC PLOTTING ONLY THE INSURANCE MAP CAPTIONED L17,ANDS 1989.WITHIN FLOOD NATTY NUMBER 120075, PANEL SH000010ND THE 3. THIS SURVEY REFLECTS ALL EASEMENTS do RIGHTS OF WAY AS PER RECORDED PLAT VOR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED 4. THIS SURVEY NOT VALID WITHOUT THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. _ DISK SCALE: 1" = 30' JOB # 8204 DATE OF FIELD SURVEY: 05-24-99 # ZIP 23 _ CERTIFICATE 923 Peninsular Place, Suite 1 I HTIF THAT THIS SUf Y WAS MAUE UN"ER MY RESP ISLE CHARGE Jacksonville, Florida 32204 ANINIMUM TE <S ANS RAPPERS RDS AS SN LNOAPTH 6 T7-6,FLORIDA (Phone) 904-354-1141 BOSIONAL SUR ADODE, PURSU T ON 47207� �RID S TUTE3. (Fax) 904-354-1255 ��+r_t✓` � J F B. C SURVEY AN MAF R k 4984 STATE OF FLORIDA ,ICENSEAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS Tuesday,November 27, 2001 To: Shawn and Adrea Burke From: Don Ford CBO Subject: Plan review for renovations at 316 Sixth St. Please submit the following items so we may complete the plan review for your proposed project at 316 Sixth St.: ➢ Wall section detail showing type of materials to be used for the walls, i.e. studs, bottom and top plates, anchor bolts, hurricane strapping, etc. ➢ Framing detail for the proposed stair well. ➢ Rise and run design for spiral stairs and locate and design of handrail. ➢ Header size for proposed door from studio to garage. Thank you for your attention to these items. CITY OF ATLANTIC BEACH i MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 2475877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23088 Address: 316 SIXTH STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):7 Block: 7 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: s _OWNER 1tJRMgT10N —�------ Date _ ,_Date Issued: 11/30/2001 Name: BURKE, SHAWN AND ANDREA Total Fees: 25.00 Address: 316 6TH STREET Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 11/30/2001 X04)791-4654 Work Desc—DUCT EXTENSION S I ATION FEES CONTRACTOR RAY'S PLUMBING CONTRACT 5 25.00 I ROUGH MECH AL _ amu .�-_ ,y`,�� "''t.- `Z` -e.'_- ,3e�'»-'iJ`ta•.r�s}s ...*i 4`4...e tii:,`Y�. � ��s , r'-' . -� ass - NOTICE- TE:D AT L R TO INOECTION_ BUILDING MATERIAL, 'A R#S FROM THIS WO# K MUST NdT D IN PUBLIC SPACE, AND MUST BE CLEARED UP It�LEt? AY; Y -:. 'GOJ TORO _ "FAILURE TO COMPLY H R , LT IN THE PROPERTY OWNER PAY1N _ FRDVJ9 7. ISSUED ACCORDING TO APPROVED PLA RMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS - $25.81 14 ATLANTIC BEACH BUILDING DEPT. Date: 12/83/81 81 Receipt: uj—,–,,318 CHECK, CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMST JOB LOCATION: -3 t(c G rg ST L OWNER OF PROPERTY: SEAA/4- , W617)A 1J2' TELEPHONE NO. PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS: 1033 Si C—t)6-/006 4V!:— STATE LICENSE NUMBER: CGrC-01.037cf TELEPHONE: 50Y 3J7- 35'4 ( HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW _SINKS SHOWERS _ LAVATORY WATER HEATERS _BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS _ WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPLD) OTHER TOTAL FIXTURES: x $3. 50 + $15 .00 MINIMUM PERMIT FE $25. 0 ' SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ------------------------------------------------------------------ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247--5826 Nov 25 01 04: 41p Building Department 904-247-5605 p. 1 �7 T:—J"o BU11DING AND ZONING NSP"CTfON DN SICN CIT( CF ATL AN71C 9EAC;,I �'rs,wnna■t.1Ci1•/t.aAtOn]a2!! APPLICATION FOR MECHANCAL PERMIT CALl•;N Ni h19E., I IMFJs�TAyT—,t�p;ic�,�t `a :arFlerd aif;+am$in sacrians !• f, IT and IV. LCCA,tON ilr..r wJJ.. ?E �s ��cj-X1`•(4 OF I•hr...N,� 54..dr{ i•;... — IL-4,J 1 C�0,4s j� �� '--�•` w�f.oly� If II_ IDEN7r-iCA71CN —To Cd eornp;ehed 'oy 4l1 apoiicsnti. • f i, •..rr•nrts• a/ a•nnir g.••n 'a J.wy ;....a.L ..d..e '. rbw. .4•,.••1.. .. i 'Ih aha •ll•e1uJ !I•n. .,d p.•;ta•{la., -6;en ... . ■•rr•h•r•al ..J r �.•n••• �1•• ^. Id+..1 in .ea.d..•. of q.ed,a.•ot•• i d.J{h.r.lm w •ae•rd.,e.�.;t. ..ICOM ai J•eh.nwR• rdh•re« •nJ n••6ud. 'QCL C./rtA.l�Cr �rztatlb-�1'� I sl�,.l.r, r c.... .• I MahU•e •r E,ai•. 11;1. CEN>:AL INFORMAZCN A.�. 6.1; 8. ❑ B+dn. I(I 1!OTNiA CCMJY71yerlax eximC GOMR ON YNra yUIL,71Md OR!{TZL 7 I . ❑ C•�^-Q. L• 0 N•Hn! ❑ Gnlr.l UfI11Yr ❑ CN ' IR'rii,GI Vf.?{UM■fJl Of CAM�T>fUGTIaA P Gsa1T ❑ Gth.o_ :..alFy I4, 699wH=j.VOUIPWIYT TU tt INS7.U. c^ Ya7UAk 01- .0 ral rhh F—) nalla.nital ar ❑ G7TRi■telal ❑• N■at ❑ '►'.' L es...w Q Gnrn1 O ►{a.. (] ,Yw flrrrlatna ❑ Nr t..drlt.,IM: Q ta.. C G•..l G ?sl.{In)aWidlrq ❑ 0..n S�.l.,.s M•I.ri.t llsleka..• ❑ A■a1■s■mr+l sl•zl arinp.r•i.m ' i 11,.L.....,a•cih d� `❑�N.w�na{a4.tt.n(No a}.lartl t+MlauslY In■lall.ui ❑. <aF•tq.rr rl.. Ealn•.n�a7layr)��arC2 a- .Ctlon is..1.nnq.Y■l.s� . O�Lv arm Q, 1A ft t"• wI ! THIS s+wq 'c It o..."CA V%4 CHI. Q LPC Q 11.164 ! . I • LZWr.ALS. BQUMAZt 'C ADt CONOt'270"c w.Ka P.9MrEttA170N cquw ILYT :Rvta.rr L•sita DraAoelra Studd Yuenarf --aiitir ;-'ti..{ •mss If arA.r C.itr D�aaTiatla� W-d.l'ft—b.. Sfywtarsatsa� (gZV77 .i j�aY TA{YFS and mummmin" CAatain d X.soit>•■la ty0. .�sesC7, i I - ' Harris, Patricia Page 1 of 1�Y� � l/ � � d/ From: Ford, Don Sent: Tuesday, November 27, 2001 7:22 AM To: Harris, Patricia Subject: Pla nreview notes for Shamn and Andrea Tuesday,November 27, 2001 To; Shawn and Adrea Burke From: Don Ford CBO Subject: Plan review for renovations at 316 Sixth St. Please submit the following items so we may complete the plan review for your proposed project at 316 Sixth St.: ➢ Wall section detail showing type of materials t o be used for the walls, i.e. studs bottom and top plates,anchor bolts,hurricane strapping, etc. ➢ Framing detail for the proposed stair well. ➢ Rise and run design for spiral stairs and locate and design of handrail. ➢ Header size for proposed door from studio to garage. Thank you for your attention to these items. 11/27/01 Harris, Patricia 1 y�6� 7 From: Ford, Mon Sent: Tuesday, November 27, 2001 7:33 AM To: Harris, Patricia Subject: 316 Sixth St- Shawn and Andrea Burke Pat, I sent you an E-Mail with inf mation to the Burkes pertaining to there proposed remodeling project at 316 Sixth St. Please call Andrea Burke (aet 4)-and get a number to fax or E-Mail the plan review info. If you need the help, Ga. could do this. Thanks, Don CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT __ PERMIT}NFCRMAIft`: ____ _ LO ' '!ON INFORMATION ----- Permit Number:_ 23110 Address: 316 SIXTH STREET - Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY i Lot(s):7 Block: 7 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: _ OWNER- INF ATION Date Issued: 12/04/2001 Name: BURKE, SHAWN AND ANDREA Total Fees: 25.00 Address: 316 6TH STREET Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 12/04/2001 Phone: (904)791-4654 Work Desc: WIRE FOR REMODEL -- CONTRACTOR S PLfCJTION: S __-- MCCLURE ELECTRIC SERVICE 25.00 .`- .' Via.•-; �� ��`'t_,�'ts's��' ROUGH ELECT ... AS NOTICE IN N _ . E BEQUEST€CI AT I~.PA!ZT 2 # SPECTION BUILDING MATERIAL; Rom- MUST om gLIC SPAC�,AND MUST BE CLEARED UP I•f R1f BY EIT"We OR Imo.= _: "FAILURE TO COMPL ACT IN THE PROPERTY OWNER PAY] ISSUED ACCORDING TO APPROVED . x IT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISI ATLANTIC BEACH BUILDING DEPT. Date: 12/04/01 01 Receipt: 5.000016045 GASH 14 00100003221000 r CITY OF ATLANTIC BEACH, FLORIDA Apor o by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE. _ 1 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 CffY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: p �j- MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME bYCA- t30(Z `� ADDRESS:2i (v C?� - T/f RFD BOX BLDG.SIZE BETWEEN: RES.tf' APT.1 I COMM.( ► PUBLIC ( ) INDUS.( ► NEW 1 I OLD ( 1 REW.( ) ADDITION ( I TRAILER ( ) TEMP.( I SIGNS ( ) SQ FT. SERVICE: NEW( ) INCREASE 1 ) REPAIR I 1 FEE CONDUCTOR SIZE 260 AMPS COPPER ( ► ALUM. (Ll SWITCH OR BREAKER O ACEWAY EXIST.SERV.SIZE AMPS / PH Wbztl VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.30 MPS. �l•100 AMPS. S W ITCH ES INCANDESCENT i FLUORESCENT do M.V. FIXED 0.100 AMPS. ovrx APPLIANCES BELL TRANSF. AIR H.P. RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CE1L HEAT: KW-HEAT a1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS 48 01VA TRANSFORMERS: UNDER 600 V. OVER 60O V. NO. I KVA I.I I NO. KVA NO.NEON TRANSF. IND. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED S T/1T A I CCL'C CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT _ PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23089 Address: 316 SIXTH STREET j Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):7 Block: 7 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: OWNE9 ;aRMATM Date issued: 11/30/2001 Name: BURKE, SHAWN AND ANDREA Total Fees: 25.00 Address: 316 6TH STREET Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 11/30/2001904 791-4654 Work Desc: REPLACE WASHING-MAO DIME CONTRACTORS) =`r CATIOI1tAll T 25.00 RAY'S PLUMBING CONTRACT :.. NQ 3a Y - a c y P x._� r ' fie- .• '- -: -- TOPOUT NOTICE - INS CTIQN TBE ESTEDAT L�4 Ham' f}R Tai SPECTION BUILDING MATERIAL, 13I3 SH #-1tS W K.MtNOT BEP CED IN PUBLIC SPACE, AND MUST BEC : ,RF. ?`, tIVAY BY ANTRA OR OR OWNER "FAILURE TO COMPLY WIC~ SA A` RESULT IN THE PROPERTY OWNER PAYING TS" ISSUED ACCORDING TO APPROVED PLANS WHICH ^ OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPT. Date: 12/03/0' 01 Receipt: 981:315 FUS 1121 -- --- — 001flflflfl321 NOTE TO FILE 10/18/02 The Burkes filed for a variance and it was not approved. Per Don Ford, the Burkes removed their shed. .,s cmi- �,,�