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Permit Addition 2010 CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 ^� INSPECTION PHONE LINE 247-5826 Application Number . . . . . 10-00000126 Date 2/08/10 Property Address . . . . . . 1955 BEACHSIDE CT Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 25000 ----------------------------------------------------------------- Application desc BATH REMODEL -------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BENZ, JAMES AND CATHERINE M. RICHARD BELL BLDG CONTRACTOR 1952 BEACHSIDE COURT ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-0131 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 175 . 00 Plan Check Fee 87 . 50 Issue Date . . . . Valuation . . . . 25000 Expiration Date . . 8/07/10 ---------------------------------------------------------------------------- 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 175 . 00 175 . 00 . 00 . 00 Plan Check Total 87 . 50 87 . 50 . 00 . 00 Grand Total 262 . 50 262 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. AsUu\. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 _ �V 0 E-mail: building-dept@coab.us Date routed: .� 4 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: — artrne t review required Ye No Buildin Applicant: /L nning &Zoning Tree Administrator Project: Public Works Public Utilities Public Safety Fire Services Review flee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of 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: ( BUILDING PLANNING &ZONING Reviewed by: Mo Date:,P —5_/0 TREE ADMIN. Second Review: ❑Approved as revised. ❑D 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 .s a"'�} CITY OF ATLANTIC BEACH 5 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 rr OFFICE(904)247-6826•FAX NO.:(904)247-5848 BUILDING DEPTQCOAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY /27> (,3c:t y l f);E C-!- Z� CJC�a 4 t3/1t 6 Cllr s7A J/ 6e-,L1-1NEWBUILDING 13DEMOLrftON RESIDENTIAL LCT20 BLOCK Sus DIVISION GYt rY(^� ❑ADDITION ❑CONVERTING usE iCOMM CIAL LTERATION Q ACCESSORY BLDG. .0REPAIR 13 POOL./SPA FQYES ❑WA www ElMOVE ❑OTHER NO 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME-- 1)f+1"e5 AME:1)f+1"e5 Vi+, (-4-04 eQ lss� V1, Chi-k i Plh,6 6EO'0Ihit, 16.mmE. 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 18.ADDRESS: i 4-t— � 26.ADDRESS: � Wit.-�1rtjtt� ' 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 120.FAX NO.: 27.OFFICE PHONE: Vo FAX NO.: O Zq�t a r:I ti 13.CELL PHONE 21.CELL PHONE 29.CELL PHONE: 4.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: �►ze wrrco FYD �Ca1NANip9t1 i�MMMM1�M1f : .. 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 constriction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. 1 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. Signed: Date: & Sig J_ � �j }Q Before me this _day of O?©/O gpggin the county of 8�fore m his day Of -,ION in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has persdnaily appeared 'ZC>1 b I fl FIrN C- " L=ug _.tQlCe O &// herin by himself/herself and affirms that all statements and declarations are herrn by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of o 11 IPA County of r—�—y 4 l_. Notary Public at Large,State of�,County of ❑Personally ) II ❑Personally Known >21Produesdidentlnason- ^�OR) �.I �IlC Notary Signature: Nota i CARILMU--- Notary Public,State of Florida , ionlf[3D75A054 M. '" n I4e CE CITY OF ATLANTIC BEACH f SEE PERMITS FOR ADDITIONAL Z REQUIREMENTS AND CONDITIONS. EA CTI O ''' "• M REVIEWED BY: DATE:' /C� : 5 nota NOTICE OF COMMENCEMENT State of FLORIDA Tax Folio No. County of DUVAL To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved.Lot 20 Block 1 Beachside Address of property being improved: 1955 Beachside Ct.,Atlantic Beach,FL 32233-5955 General description of improvements: Remode_�t A-CAA Owner:James W.&Catherine M.Benz Address: 1955 Beachside Ct.,Atlantic Beach,Fl.32233-5955 Owner's interest in site of the improvement:Fee Simple Fee Simple Titleholder(if other than owner): Name: Address: Contractor:Richard Bell Building Contractor,Inc. Address: 1952 Beachside Ct.,Atlantic Beach,Florida 32233 Phone No:249-0131 Fax No: Surety(if any): Address: Amount of Bond S Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues.(Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year From the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNS Signed: Date: a Before Nethis of 2a�in th County 6Duval,State of Florihas personally appeared 1,44oil a M- �c,'J Notary Public at Large,State of Florida County of Duval. uoc#201002 4:33,OR 6K 15141 Nage sal, My commission expires: I?— Number Number Pages:1 Personally Known: or Recorded 02/0512010 at 11:06 AM, Produced Identification: T JIM FULLER CLERK CIRCUIT COURT DUVAL �� Li ce',�f'C COUNTY RECORDING$10.00 FNo=tvy RLOSCAtiDENAS _--_. _____-- --_--- __._._- _-_,--- -_—__-- ---------------___— public,State of Florida �.e�Fah_14.2012 Property Appraiser-Property Details Page 1 of 1 BENZ JAMES W&CATHERINE M Primary Site Address Official Record Book Pae Tile#_ 1955 BEACHSIDE CT 1955 BEACHSIDE CT 09117-01203 9409 ATLANTIC BEACH,FL 32233-5955 Atlantic Beach FL 32233 1955 BEACHSIDE CT Property Detail Value Summary I RE# 169542-0580 i 2009 Certified 2010 In Progress Tax District USD3 ? Value Method CAMA � CAMA }Property Use 0100 SINGLE FAMILY Building Value $312,317.00 $295,447.00 #of Buildings 1 j Extra Feature Value $34,518.00 $29,046.00 Legal Desc. 42-140I-2 29E f Land Value(Market) $284,310.00 $284,310.00 BEAC Land Value(Agric.) $0.00 $0.00 Subdivision 04162 BEACHSIDE Just(Market)Value $631,145.00 $608,803.00 1 The sale of this property may result in higher property taxes.For more information go Assessed Value(A10) $570,684.00 $586,092.00 to Save 00r Homes and our Proper yt _Tax Estimator.Property values,exemptions and Exemptions other information listed as'In Progress'are subject to change.These numbers are $50 000.00 See below part of the 2010 working tax roll and will not be certified until October.Learn how the Taxable Value $520,684.00 See below Prope A _ -- i _.-.-- —_._--- --------_—.._._. p_rty_ ppraiser's Office values property. - Sales History Book/Page Sale Date Sale Price l Deed Instrument Type Impr_` _--.-- pe Code Qualified/UnqualiRet! Vacant/Improved -i 0911770120.3 2/28/1998 $472,000.00 WD-Warranty Deed Qualified Improved 06763-01566 8/31/1989 $58,000.00 WD-Warranty Deed Unknown Vacant 06188-0—0440 8/18/1986 $42,500 00 WD-Warranty Deed Unknown Vacant __-_ —_--------- Extra Features I LN Feature Code Feature Description Bldg. Length Width Total Units Value I FPGR7 Fireplace Gas 1 0 0 1.00 $2,090.00 2 SCNR3 Screen Enclosure 1 0 0 54.00 $4,976.00 3 POLR3 Pool 1 0 0 1.00 $16,100.00 ' j .4...___._SPAR3 Spa__ 1.___-._ _.--0 0__.-..__... ._._4,.00 $5,880.00 Land&Legal Land __ _ Legal Use Description Zoning Front Depth Category Land Units —___ LN Code Land Value j LN Legal Description_-- – 1 0100 RES LD 3-7 UNITS PER AC ARG2 81.00 78.00 Common 81.00 $284,310.00 j 11 42-14 09-2S-29E 2 BEACHSIDE '3 LOT 20 BLK 1 Buildings Building 1 Building 1 Site Address Element Code Detail 1955 is Beach 2 Exterior Wall 16 16 Tile/Frame Stucco Atlantic Beach FL 32233 Roofing Structure 3 3 Gable or Hip Building Type 0104 SFR 3 STORY SOH (Roofing Cover 3 3 Asph/Comp Shingle J j F f 1 Year Built 1997 Interior Wall 5 5 Drywall `yeas '{ __ ` ,, rr L J Int Flooring 14 14 Carpet fType Gross Area Heated Area `Int Flooring 15 15 Quarry/Hard Tile Finished upper story 1 288 288 Heating Fuel 4 4 Electric Finished upper story 1 254 254 I Heating Type 4 4 Forced-Ducted Balcony 84 0 L-AirConditioning 3 3 Central Finished upper story 1 1097 1097 ---..--- ----_ __ ..----. Fin Screened Porch 80 0 Element Code Finished Open Porch 60 0 j Stories 3.000 Base Area 1615 1615 Bedrooms 4.000 Finished Garage 528 0 Baths 3.000 Finished Open Porch 15 0 i Rooms/Units 1.000 ---_, _ .__ .._..__ _._-__ Total 4021 3254 http://apps.coj.net/pao_propertySearchBasic/Detail.aspx?RE=1695420580 2/5/2010 CONSTRUCTION MANAGEMENT PLAN FOR BENZ MASTER BATH REMODEL 1955 BEACHSIDE CT. 1. Parking shall be in driveway or in parking spaces across the street. 2. No trailer, and material shall be off loaded into driveway, then carried into garage. 3. No chemical toilet. Bathroom for workers available in house. 4. Dumpster placed in driveway next to garage. 5. All construction interior. Site located near end of cul-de-sac so no traffic. Parking is no problem. Delivery via driveway and sidewalks to house. 6. All debris interior and will be taken outside to dumpster. 7. All work interior. Established yard and shrubbery. No trees impacted. 8. Richard Bell Building Contractor, Inc. CBC033312 Richard Bell President, C.A. F� JOB COPY THIS PLAN MUSS' BE ON JOE SITE FOR EACH INSPECTION PLUMBING FIXTURES P2706.3 Prohibited waste receptors.Plumbing fixtures that The high limit stop shall be set to limit water temperature to a are used for domestic or culinary purposes shall not be used to maximum of 120°F (490C). In-line thermostatic valves shall receive the discharge of indirect waste piping. not be used for compliance with this section. Exceptions: P2708.4 Hand showers.Hand-held showers shall conform to 1. A kitchen sink trap is acceptable for use as a receptor ASME A 112.18.1 or CSA B 125.1.Hand-held showers shall be for a dishwasher. provide backflow protection in accordance with ASME 2. A laundry tray is acceptable for use as a receptor for a A112.18.1 or CSA 13125.1 or shall be protected against clothes washing machine. backflow by a device complying with ASME A112.18.3. SECTION P2707 SECTION P2709 DIRECTIONAL FITTINGS SHOWER RECEPTORS P2707.1 Directional Fitting required. Approved direc- P2709.1 Construction.Shower receptors shall have a finished tional-type branch fittings shall be installed in fixture tailpieces curb threshold not less than 1 inch(25 mm)below the sides and receiving the discharge from food waste disposal units or dish- back of the receptor.The curb shall be not less than 2 inches(51 washers. mm) and not more than 9 inches (229 mm) deep when mea- sured from the top of the curb to the top of the drain. The fin- ished floor shall slope uniformly toward the drain not less than SECTION P2708 '/a unit vertical in 12 units horizontal (2-percent slope) nor SHOWERS more than'/2 inch(13 mm),and floor drains shall be flanged to P2708.1 General. Shower compartments shall have at least Provide a water-tight joint in the floor. 900 square inches (0.6 mz) of interior cross-sectional area. P2709.2 Lining required.The adjoining walls and floor fram- Shower compartments shall be not less than 30 inches (762 ing,enclosing on-site built-up shower receptors shall be lined mm)in minimum dimension measured from the finished inte- with sheet lead,copper or a plastic liner material that complies rior dimension of the shower compartment, exclusive of fix- with ASTM D 4068 or ASTM D 4551. The lining material ture valves,shower heads,soap dishes,and safety grab bars or shall extend not less than 3 inches(76 mm)beyond or around rails.The minimum required area and dimension shall be mea- the rough jambs and not less than 3 inches(76 mm)above fin- sured from the finished interior dimension at a height equal to ished thresholds. Hot mopping shall be permitted in accor- the top of the threshold and at a point tangent to its centerline dance with Section P2709.2.3. and shall be continued to a height of not less than 70 inches Exceptions: (1778 mm) above the shower drain outlet. Hinged shower doors shall open outward. The wall area above built-in tubs I. Floor surfaces under showerheads provided for rins- having installed shower heads and in shower compartments ing laid directly on the ground. shall be constructed in accordance with Section R702.4. Such 2. Shower compartments where the finished shower walls shall form a water-tight joint with each other and with drain is depressed a minimum of 2 inches (51 mm) either the tub,receptor or shower floor. below the surrounding finished floor on the first floor Exceptions: level and the shower recess is poured integrally with I. Fold-down seats shall be permitted in the shower, the adjoining floor. provided the required 900-square-inch (0.6 m2) P2709.2.1 PVC sheets. Plasticized polyvinyl chloride dimension is maintained when the seat is in the (PVC) sheets shall be a minimum of 0.040 inch (1 mm) folded-up position. thick, and shall meet the requirements of ASTM D 4551. 2. Shower compartments having not less than 25 inches Sheets shall be joined by solvent welding in accordance (635 mm)in minimum dimension measured from the with the manufacturer's installation instructions. finished interior dimension of the compartment pro- P2709.2.2 Chlorinated polyethylene (CPE) sheets. Non- vided that the shower compartment has a minimum of plasticized chlorinated polyethylene sheet shall be a mini- 1300 s ware inches(0.838 mz)of cross-sectional area. mum of 0.040 inch(1 mm)thick,and shall meet the require- P2708.1.1 Access. The shower compartment access an d in egress opening shall have a minimum clear and unob- I corda e nuf er' s i tract ns. cted finished width of 22inches(559 mm). 70 0 n S r r ned b hot P2708.2 Water-supply riser.The water supply riser from the Opp s e -up n "s han t ee lay s of shower valve u the shower head outlet shall be secured to the e h a felt. permanent structure. ZY t eMs and ach c din t r h o ed to that P2708.3 Shower control valves. Individual shower and elo s e f�itt n ll be ade tub/shower combination valves shall be equipped with control trong an water tig t y fo mg or a ping,and each c rner valves of the pressure-balance,thermostatic-mixing or combi- hal nation pressure-balance/thermostatic-mixing valve types with lacros!1'd *4FTo� v pp(d in a high limit stop in accordance with ASSE 1016 or CSA B 125. a eas me es P mm m a irec h ll e tend ons rom Me corner 2007 FLORIDA BUILDING CODE—RESIDENTIAL 27.3 CITY OF ATLANTIC BEACH . ;a 800 SEMINOLE ROAD !: } ATLANTIC BEACH,FL 32233 -iv� �� INSPECTION PHONE LINE 247-5826 Application Number . . . . . 10-00000126 Date 2/11/10 Property Address . . . . . . 1955 BEACHSIDE CT Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 25000 ---------------------------------------------- Application desc BATH REMODEL ------------------------------------------------- Owner Contractor - ------------------------ ----------------------- BENZ, JAMES AND CATHERINE M. RICHARD BELL BLDG CONTRACTOR 1952 BEACHSIDE COURT ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-0131 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . WILLIAM' S BIG BOY PLUMBING INC Permit Fee 90 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/10/10 -------------------------------------------------------------- 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 90 . 00 90 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 90 . 00 90 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ,R v' CITY OF ATLANTIC BEACH 10- 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 t OFFICE:(904)247-5826•FAX NO.:(904)247-5845 VVMNV.COAB.US U t,v PLUMBING PERMIT APPLICATION DUVAL COUNTY 1 JO�:ADDRESS .w 2zlS,TAIE�EUB PERMII� r3DATE ", ❑N C� PHONE: 4.NAME: N 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6. 7.NAME OF COMPANY: 8.ADDRESS.:� wtcit� �� 9.ST O,ULORIDA LICENSE 10.CELL PHONE: 11.FAX NO f-00 ce I? 0 4 l—t 12.EMAIL ADDRESS: 13.OFFICE PHONE: 14. w chi &C <�-_, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify 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. CONTRACTORS SIGNATURE: )3;.NATURE OE WORKS°". �z 16 "' ., F at' _s " 17,h ;,.. Ct1RREN CODS ' ❑'07 FLORIDA BUILDING CODE- ❑ NEW PLUMBING ❑ RE-PIPE ❑OTHER: 19,,NI7MBER C?F FiXTU"S ; 1 BATH TUB r SEWER CONNECTION BIDET + SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY): ROOF DRAIN o �,- 20.PLUMBING PERMIT FEES "a "k PERMIT ISSUING FEE: $55.00 TOTAL FIXTURES: S x $7.00 (PER FIXTURE) + $55.00 = Plumbing Permit Applicatiion 2010 r "t SS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 e Application Number . . . . . 10-00000126 Date 2/22/10 Property Address . . . . . . 1955 BEACHSIDE CT Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 25000 ---------------------------------------------------------------------------- Application desc BATH REMODEL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BENZ, JAMES AND CATHERINE M. RICHARD BELL BLDG CONTRACTOR 1952 BEACHSIDE COURT ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-0131 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . UNITED ELECTRIC COMPANY OF Permit Fee . . . . 90 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/21/10 ---------------------------------------------------------------------------- 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 90 . 00 90 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 90 . 00 90 . 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 f' 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 09 - OFFICE:(904)2475826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US =t»� ELECTRICAL PERMIT APPLICATION DUVAL COUNTY 1 20 NO A /h/ ❑YES PERMIT#: /V PROPERTFOWNER; 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE. Avu I/ -%v-z- I 170ti- kyos ELECTRK:AL CON rRACI 7.NAME OF COMPANY: 8.ADDRESS.: TL =LLC. co, car-- �/� Ilo 5 V 7V3 1/k/1;' 9.STATE OF FLORIDA LICENS NO: 10.CELL PHONE 11.FAX NO.: '003 3 _9I3q5 1 12.EMAIL ADDRESS: 13.OFFICE PHONE: 1q, 12C .VJ �D���ic.92/� ,¢� v(0/11 3 �-1 U 15.Application is hereby made to obtain a permit to do the work and installations as indicated. I certify 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' not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at im aft is commenced. CONTRACTORS SIGNATURE: /IY If.CLAW OF VIORK: 17 SERVICE: 18.METER NUMBER: O MULTI FAMILY-#OF UNITS: X RESIDENTIAL ❑SINGLE FAMILY ❑TEMP SERVICE ❑COMMERCIAL ❑ADDITION ❑TRAILOR 19.BUILDING: 19.CURRENT CODE )4 ALTERATION ❑SIGN OLD ❑NEW 08 NATIONAL ELECTRICAL CODE ❑REPAIR ❑POOL/SPA ❑REWIRE OTHER: LIST ALL ELECTRICAL WORK 20.TYPE OF SERVICE: ❑OVERHEAD ❑UNDERGROUND ❑UNDERGROUND UP POLE 21.NEW SERVICE: CONDUCTORS PER PHASE: ❑POWER IS ON ❑POWER IS OFF 22.SIZE OF CONDUCTOR: AMPACITY: ❑COPPER ❑ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25.FEEDERS: #OF AMPS: #OF AMPS: #OF AMPS: 26.LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: 27.FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28.FIRE ALARM: ❑YES ❑ NO 2931 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30.RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 32,AIR #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: 33.MOTORS: NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34.TRANSF ; UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: 36.MISCELANEOUS DESCRIBE IN DETAIL: BLDG02 Permit Application Elec:REVISED:07/20/2009 CITY OF ATLANTIC BEACH 1 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . 04-00028928 Date 8/26/04 Property Address . . . . . . 1855 BEACHSIDE CT Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ -------- ---------------- TEMPLE, CHARLES R. ADVANCED WIRING SERVICES INC. 1855 BEACHSIDE COURT P .O. BOX 350177 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32235 (904) 744-4446 ----------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . 200AMP, 1PH, 3W, 240V REGROUND Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL ADDRESS_____ BUILDING PERMIT INSPECTIONS FOOTINGINSULATION____________ SLAB STEEL FRAMIHG__J 8 FIRE------------------ r- FINAL BUILD_ C!O ELECTRICAL PERMIT INSPECTIONS ROUGH___ PRELIMINARY SENT TO 3EA„._______ FINAL SENT TO JEA____________________ CALL TO JEA_____________,,,____________ MECHANICAL PERMIT I____ / Z// INSPECTION ROUGH_ _.;? „ ._ J PLUMBING PERMIT M--------- ____________ INSPECTIONS UNDER SLAB ;, ROUGH__ // -- SEWER_______________ PUBLIC WORKS________ Y = , CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028830 Date 8/06/04 Property Address . . . . . . 1855 BEACHSIDE CT Tenant nbr, name . . . . . . INSTALL 12 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ TEMPLE, CHARLES R. DAVID GRAY PLUMBING INC . 1855 BEACHSIDE COURT 8850 CORPORATE SQUARE CT. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 744-7255 --------------------------------------------------------------- ------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 119 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 119 . 00 119 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 119 . 00 119 . 00 . 00 . 00 4 i PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. LB IC -10kK Jss �f CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION , r Wv BANK: Wachovia Check Number : Wb � Date: Property Address: I��-� Z &4 Owner: 0,40Z�� _601PLk Telephone Contractor: DAVID CRAY PI IIMRING. IbL _ Telephone #: 724-7?11 Contractor Address: 8850 Corporate Square Ct . _ Fax#: 723-5668 Jacksonville El 32216 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. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: Re-Pipe — Number of Fixtures: i Bath Tubs 1. Showers Z Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: .$35.00 Total Fixtures: 11 X $7.00 + $35.00 = 1 OD 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us di QW101P CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING i SM SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 RERMIT I! MATT N LOC T!O =INF RMAT 'N Permit Number: 21886 Address: 1855 BEACHSIDE COURT Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: Proposed Use: OTHER Lot(s): Block: Section: Square Feet: Subdivision: BEACHSIDE Est. Value: _ Parcel Number: _ Improv. Cost: 28,224.00 C)WNit INFOftMAT10N Date Issued: 5/03/2001 Name: CHARLES TEMPLE Total Fees: 233.00 Address: 1855 BEACHSIDE COURT Amount Paid: 233.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/03/2001 Phone: (000)000-0000 Work Desc: ALUMINUM ENCLOSURE VA H WINDOWS.&ELECTRIC _--ACT WS SCHNORR HOME IMPROVEMENTS '"PERMIT 233.00 W x ` . r y, "-- . .J_ M ,CHANICAL ' ROUGH ELECTRC, � ��� ' � � .� U L i FINAL NOTICE-INSPECTIC7N„JUST UST BE REQUESTER AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL,'ttUBBISH A DEBRIS FROM THIS WORK MUST NOT B #ALACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULEQ.AWAY BY EITHER CONTRACTOR OR J;- ER "FAILURE TO COMPLY WITH TK,, CCTION W RE§ULT IN THE PROPERTY OWNER PAY MG T1NIC ORoOL41- MPRO pE ---� ISSUED ACCORDING TO APPROVED H R P46$T, F,4 MIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISt W. ._ 5233.88 14 ATLAN C BEACH BUILDING DEPT. Date: 5/84/01 01 Receipt: 8054686 CHFf'Kq HOW 00100003221060 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET`' Address Z F- �� 6Fr1ct(S'(090 f Tlat 1 Date 3 Heated 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 : $ 2 Z 2- $ rs- Totdal a on 1st $ /1300 $ yo Remaining Value $ / per thousand or portion thereof TOTAL BUILDING FEE S / S + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $__ 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 S .2-3 3 ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH PERMIT APPLICATION REWDEL, ADDITIONS, OR ALTERATIONS MOVING,DEMOLITIONS Owner(s) : ta�e'fes Ta�nfrte ��rrle Address: B 5lde (1�. Phone: 01 14 / 4FVOZ Lot #�_ Block or Unit # Subdivision:/?eW 157! /'- Contractor Pki�tp M�nn:rn� He+'y' e � ` O OI�CIylel�tS State License # Co q ICaL(r Address:16,9dff f l jjjj s -PKWV il. IV, Phone No: IS-1 7 / City' State _Zip Code z" Describe work to be done: 1410714'am tysarat W/ec v FG�+�crr'��dSS ���`tc6�rs �' ( `�%lfcn�•�� �4c�.alT z�c ���s�.zlatcd,� �1��e��— Present use of building: done-ec c Valuation of Proposed Constructior5-0 Proposed use: 41ww"lawt, 6/ass E-tdvSuve Cay pCpc�.n� Is this an addition? T+e,$ If yes, what are the dimensions of the added space: /J7 ft. X 023 ft. Will the added area be heated and cooled? Ye.S New electrical (or increase) ? New plumbing fixtures?& New fireplace? New Heat/AC? #Gd t SUM!f2T THREE (="ERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COmaNCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: 1161711 / Signature CONTRACTOR: Date: y1Q tO.I Sworn to and subscribed before me thisday of ARr, , N20c1 om a" 1 ff"D arvuNNETN A.CHASTAIN NOTARY PUBLIC STATE OF AT KM,COMMISSION#CC 97_0137 ? AF EXPIRES:la-'-'—" 05 MAY IUUI OF t��e Fl Notary Service 8 Banding.Inc. 1( I_wo-3-NOTARY City of Atlantic Beach Building and Zoning a CERTIFICATION OF S DESIGN PROFESSIONAL COASTAL CONSTRUCTION CODE ORDINANCES ST.JOHNS COU Y,Florida R I,the Applicant ❑FL Architect triit name of designer License# Address RP lljy 3 elk' � Prof. Engr. &64 License# 0A`J?5!J Or' Phone Claim full awareness and understanding of Ordinance 86-16 and 8 -47 concerning Coastal Construction Code requirements for a building/structure at 911 Address IRS5 a ch S�&L C+- _ (RE Tax No. )For the Owner C har l-ts '"T--z The new construction that is to comply with Ordinance 86-16nd//86-47 is: APPROVED El New Home, conventional k4esidential Addition OFFICE ❑New Commercial ❑Commercial Addition ❑ Mobile Home(excluding windspeed) ❑ Garage ❑Or Other(describe) Or, I claim the new construction to be EXEMPT from Coastal Construction Code requirements because it is a: ❑Treatment Plant with complete Flood Protection feature o Or Other(describe) K op!R R a��S EAt�! CERTIFICATIONS: (Applicant is to initial beside all applicable below;write in"N/A"for n(WylAL*&W items;but answer all) MAatatnc& zos41Ro OFFICE 1. o"EXEMPT" work above is designed for conversions to space that should be compliant. AY 3 20a1 2. a structure,and all components(except roof covering and mobile homes)are designed for mph wind speed per chapter 16 of Standard Building Code, latest adopted version. 3 exterior devices,windows and doors meet 110 mph wind speed Coastal Code require 4. The site is outside any Wave Force affected area; Or the structure is capable of withstanding wave forces, (including uplift)from a crest with an"Above MSL,height of " 5.� Foundation design has been completed with floor elevation above the specified stillwater elevation,and to resist wave hydrodynamic,hydrostatic and wind loads acting simultaneously with dead loads. Erosion computations for the foundation design have taken into account the projected 30 year erosion losses, the erosion losses from a 100 year storm event and all vertical and lateral erosion including scour caused by the structural components; 4��—or structure is located in FIA Zones B or C and the foundation will not be exposed to hydronamic,hydrostatic loads or water scour; structure is located in FIA Zone A or V and the foundation design has considered possible exposure to water –*anerosion. ,_T Y 6. excavation f dunes is included; Dune exca a ' n permit is attached. ,tom' �a - �. .-• ,. �.. CERTIFIED THIS DAY OF {;.'; "DEAL BY: Design Professionalf Signature rev. 11/96 • r,,c r :-_ r MAP SHOW I/V G B OUVDA P Y SUP VE Y OF L O T BLOC,<" - AS SHOWN ON MAP G AS Pc COPDtD IN PC.A T 1 BOOK QZ PA Gc S /4 - 19 L OF THE PUBLIC PECOPDS OF DUVAL CO. . FL CERTIFIED FOP : C14AlZQ5S � ' TCAI\Jl /inlE �1 7-CA-CPL-C- NOME SAVlNC75 of �gM � ER/ F-lRST ,gMER/G9 til T/TC.t� -,l ,.z• � �03� I �' oo"E - log• 3Z� � � �.�. _ I` i I� 7•�° zo.c ��' 4' Lo• � ,l,U` 1 •�' J O i i 00 �..• OkR; '1UP TWO AL°r. -7•o tiV 71 -7e j \V . m • • i �pti��jp�'31"E ' d3.�'•P.95. G�,J� sue.iEy u✓•o• 8� 13 31�� 8ti BEADINGS BASED ON PLAT AS f"Opn 00 yid 5 / n S)OIT 'Cid 0 ZO �°' \ •fin �tlo' e'� • SECTION 3 SCREEN, VINYL & GLASS ROOMS SOLID ROOF its to CONVENTIONAL FRAMING OR ALUMINUM FRAME SYSTEM AS MIN.SHEET ONE SIDE FOR WINDOW F(^cAMING CAN SCREEN ROOM AND BOTH SIDES FOR GLASS ROOM. USE ATTACH DIFZ---CTLY TO HEADER STANDARD NAIL OR SCREW PATTERNS FOR ANCHORING. GLASS WINE)OW INSTALLED PER MANUFACTURERS SPECIFICATI ONS its ts ALUMINUM SHEETING OR VINYL 4 d d . 4 d el d 4. GLASS ROOM WALL SECTION -~ It Lawrence E. Bennett, P.E. "G CML ENGINEER-DEVELOPMENT CONSULTANT r t. P.O.BOX 4368.SOUTH DAYTON&FL 32121 *," TELEPHONE(904)767.4774 _ a FAX(904)767.6556 SEAL PAGE © COPYRIGHT2000 .� '• r s' 3-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE EeENN ,,P SECTION 3 SCREEN, VINYL & GLASS ROOMS ALTERNATE CONNECTION BEAM/HEADER DETAIL 1 x 2"WITH (3)#10 x1-1/2".S.M.S. INTO SCREW BOSS ANGLE CLIPS MAY BE (2)#10 x 1 1/2"S. M.S. INTO SUBSTITUTED FOR INTERNAL SCREW BOSS SCREW SYSTEMS ANCHOR 1"x 2"PLATE TO CONCRETE W/1/4"x 2-1/2" CONCRETE ANCHORS WITHIN 6"OF EACH SIDE OF EACH i� MIN.INTO SCREW x 1W BOSSS S.M.S. POST AND 24"O.C. MAX. _--.� 1"x 2"EXTRUSION MIN. 3-1/2"SLAB 2500 PSI CONC.6 x 6- 10 x 10 W.W.M. OR FIBER MESH 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL 2"x 2"OR 2"x 3"OR 2"SMB (4)#10 x 1/2"S.M.S. EACH SIDE POST OF POST 0 o HEADER BEAM ANCHOR 1"x 2"CHANNEL TO 0 0 CONCRETE WITH 1/4"x H-BAR OR GUSSET PLATE 2-1/4"CONCRETE ANCHORS WITHIN 6"OF EACH SIDE OF EACH POST AT 24"O.C. MAX. MIN.(4)#10 x 1/2"S.M.S. @ OR THROUGH ANGLE AT 24" EACH POST O.C. MAX. 0 0 1"x 2"EXTRUSION MIN.3-1/2"SLAB 2500 PSI CONC.6x6-10x10 W.W.M. OR ° 1-1/8"MIN. IN CONCRETE FIBER MESH VAPOR BARRIER UNDER CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL Lawrence E. Bennett, P.E. K CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE-(904)767-1774 FAX(904)767.6556 SEAL - PAGE . © COPYRIGHT 2000 3-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P E r, SCREEN, VINYL & GLASS ROOMS SECTION 3 COMPOSITE ROOF PANELS: RISER PANELS: (3)#8 x 1/2" 1 (4)1/4"x 4"LAG BOLTS W/ S.M.S. PER 12"PANEL 1-1/4"FENDER WASHERS PER 4`-0"PANEL ACROSS THE FRONT AND 24"O.C.ALONG SIDES HEADER ATTACHED TO POST 2"x 2"OR 2"x 3"HOLLOW W/MIN. (3)#10 x 1-1/2"S.M.S. IN SCREW BOSSES GIRT AND KICK PLATE 2"x 2" 2"x 2", 2"x 3"OR 3"x 2" HOLLOW RAIL HOLLOW(SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3)#10 x 1-1/2"S.M.S. IN SCREW BOSSES POST ATTACHED TO BOTTOM W/MIN.(3)#10 x 1-1/2"S.M.S. IN SCREW BOSSES 1"x 2"OPEN BACK BOTTOM RAIL lip, . ' • 1/4"x 2-1/4"MASONRY ,. ANCHOR @ 6" FROM EACH POST AND 24"O.C. (MAX.) TYPICAL UPRIGHT DETAIL r Lawrence E. Bennett, P.g'. CML ENGINEER-DEVELOPMENT CONSULTgT(T .y P.O,BOX 4368,SOUTH DAYTONA.FL 32121•,4, A R 1'8 p 'J TELEPHONE(904)767-4774 FAX(904)767.6556 +. SEAL 'PAth © COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-11 SCREEN, VINYL & GLASS ROOMS SECTION 3 ROOF SELECT EDGE BEAM TABLE 3.1.1 AND/OR TABLE 3.1.2 f- MINIMUM 3-1/2" 1 LW i SLAB ON GRADE OR FOR MAX. _ RAISED FOOTING UPRIGHT (SEE DETAILS FOR LENGTH 1"x 2" FOOTINGS) VARIES NO MAX. (ELEV.SLAB OR ON GRADE) TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING •(HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x 2"PLATE TO BOTTOM OF WALL BEAM) ALTERNATE CONNECTION AT FASCIA ALLOWED (SEE LOAD WIDTH SECTION 7 FOR DETAILS) FOR ROOF BEAM LW P/2 SOLID ROOF O.H. EXISTING SIZE BEAM AND UPRIGHTS STRUCTURE (SEE TABLES) VARIES P=PROJECTION FROM BLDG. LW= LOAD WIDTH P VARIES --�` TYPICAL SCREEN / GLASS ROOM NOTES:ANCHOR 1'x 2"OPEN BACK EXTRUSION WITH 1/4"x 2-1/4"CONCRETE FASTENER MAXIMUM OF 2'-0"ON CENTER AND WITHIN 6"OF UPRIGHT ANCHOR 1"x 2"TO WOOD WALL WITH #10 x 2-1/2"SHEET METAL SCREWS WITH WASHERS OR#10 x 2-1/2"WASHER HEADED SCREW 2'-0"ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND#10 SCREWS AND WASHERS. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2+ O.H. SELECT FOURTH WALL BEAM FROM TABLE 2.1.3 USING P/2 !J Lawrence E. Bennett, PIE. CIVIL ENGINEER-DEVELOPMENT CONSULTANT rL P.O.BOX 4366,SOUTH DAYTONA.FL 32121 ATELEPHONE(904)7674774 FAX(904)767.6556 AGE © COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-1 1 SECTION 3 SCREEN, VINYL & GLASS ROOMS ALUMINUM FRAME SCREEN 5/16"0 GALVANIZED'ALL WALL THREAD'OR THREAD ALL' - ROWLOCK EMBEDDED IN CONCRETE OR FASTENED TO CONCRETE W/ BRICK KNEEWALL TYPE'S' APPROVED CONCRETE MORTAR REQUIRED FOR ANCHOR @ 24"O.C. MAX.AND LOAD BEARING BRICK-WALL WITHIN 6"OF EACH UPRIGHT ALTERNATE CONNECTION OF OR APPROVED ALTERNATE SCREENED ENCLOSURE FOR BRICK OR OTHER NON- ALTERNATE 114"x 6" JZ STRUCTURAL KNEE WALL CONCRETE SCREW THROUGH 1"WIDE x 0.063"STRAP @ 1"x 2"AND ROWLOCK INTO EACH POST FROM POST TO FIRST COURSE OF BRICKSFOOTING W/(2)#10 x 3/4" S. M. S. STRAP TO POST AND (1) 1/4"x 1-3/4"TAPCON TO 00 1 SLAB OR FOOTING 4"(NOMINAL) PATIO CONCRETE SLAB W/ (1)#5 0BARS W/3" COVER (MIN,) 6 x 6- 10 x 10 WELDED WIRE (TYPICAL) MESH OR FIBER MESH CONCRETE BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS 2'-0"MIN. (1)#50 BAR CONT. BEFORE SLOPE N r r I rE-1T I I, Irll�,(1)#50 BAR CONT. LAI -I - i t SR T. 1 - _ 8" . lt=1! 11-0^ TYPE [ TYPE 11 TYPE III FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2"/12" 2"/12"- V-10" > V-10" NOTES: _ 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL ENCLOSURE EXCEEDS 16'-0"FROM HOST STRUCTURE THEN A TYPE II FOOTING IS REQUIRED. ROOMS GREATER THAN 400 SQ.FT. REQUIRE TYPE III FOOTING. 2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6-10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB-FOOTING DETAILS �. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT •` ti P.O.BOX 4368,SOUTH DAYTONA,FL 32121 241�/ TELEPHONE(904)767-4774 R, •24 r FAX(904)767-6556 SEAL PAGE © COPYRIGHT 2000 3-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT.P.E. SECTION 3 SCREEN, VINYL & GLASS ROOMS Table 3.1.2 Allowable BeamSpans-Hollow Extrusions for Screen and/or Vinyl[Open) Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 102 MPH 1 110 MPH 1 120 MPH 1 130 MPH 1 140 MPH 1 150 MPH Applied Load 17#IS .Ft 20#/S .Ft 24#/S .Ft 28#lS .Ft 32#/S .Ft 37#/S .Ft Load Width 3"x 2"x 0.045" 5' 6'-6" 6'-0 5'-6" 5'-1" 4'-9" 4'-5- 6' S'-11" 5'-0" 5'-0" 4'-8" 4'-4" 4'-0" 7' 6-6" 5=1" 4'-8" 4'4" 3'-11" 3'-9" 8' 5'-1" 4'-9" 4'-4" 4'-0" T-9" 3'-6" 9' 4'-10" 4'-6" 4'-1" T-10" 3'-6" T-3" 10' 4'-7" 4'-3"- 3'-11" T-7" 3'-4" 3'-1" 11' 4'4" 1 4'-1" T-9" T-5" T-2" 1 2'-11" 12' 4'-2" 1 T-11" T-7" 3'-3" T-1" 1 T-10" Load Width 2"x 3"x 0.045" 5' 6'-9" 6'-3" 5'-9" 5'-3" 4'-11" 4'-7- 6' 6'-2" 5'-8" 5'-3" 4'-10" 4'-6" 4'-2- 7' 5'-8" 5'-3" 4'-10" 4'-0" 4'-2" T-10" B. 5'4" 4'-11" 4'-6" 4'-2" T-10" 3'-7" 9' 5'-0" 4'-8" 4'-3" T-11" T-8" T-5" 10' 4'-9" 4'-5" 4'-1" T-9" 3'-6" 3'-3" 11' 4'-6" 4'-2" T-10" T-7" 3'-4" 3'-1" 12' 4'-4" 4'-0" T-8" T-5" T-2" 2'-11" Load Width 2"x 4"x 0.050" 5' 10'-1" 9'-5" 8'-7" T-11" T4" 6'-11" 6' 9'-3" 8'-7" T-10" T-3" 6'-9" 6'-3" 7' 8'-7" T-11" T-3" 6'-9" 6'-3" 5'-10" 8' T-11" T-5" 6'-10" 6'-3" 5'-10" 5'-5- 9. 7'-6" T-0" 6'-5" 5'-11" 5'-6" 5'-2- 10, T-2" 6'-8" 6'-1" 5'-7' 5'-3" 4'-10" 11' 6'-10" 6'-4" 5'-10" 514" 4'-11" 4'-8- 12' 1 6'-6" 6'-1" 5'-7" 5'-2" 1 4'-9" 4'-5" Note: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. tl r Lawrence E. Bennett, P.E. CML ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 L�Q1 TELEPHONE(904)7674774 FAX(904)767.6556 SEAL PAGE p © COPYRIGHT2000 3-18 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETr,P.E. SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.2.2 Allowable Upright Heights Screen,Vinyl and Glass Rooms Aluminum Alloy 6663 T-6 3"x 2"x 0.045"Hollow Extrusion Wind Zone Load 102 M.P.H.1 110 M.P.H.1 120 M.P.H.1 130 M.P.H.1 140 M.P.H.1 150 M.P.H. Width Applied Load 8#/Sq.Ft. 9#/Sq.Ft. I 10#/Sq.Ft. 12#/Sq.Ft. 15#ISq.Ft. 16#/Sq.Ft. 36" 12'-6" 11'=8" 10'-8" 9'-10" 8'-11" 8'-6" 42" 11'-7" 10'-9" 9'-11" 9'-1" 8'-4" 7'-11" 48" 10'-10" 10'-1" 9'-3 8'-6" T-9" 7'-5" 5d" 10'-3" 9'-6" 8'-9 8'-0" 7'-4" 6-11" 60" 91-8" 9'-0" 8'-3" 7'-7" 6'-11" 6'-7" 66" 9'-3" 8'-7" T-11" T-3" 6'-8" 6'-4" 72" 8'-10" 8'-3" 1 7'-7" 6'-11" 6'-4" 6'-0" 78" 8'-6" 7'-11" 1 T-3" 6'-8" 6'-1" 5'-9" 84" 8'-2" T-7" T-0" 6'-5" 5'-1 G" 5'-7" 90" 1 T-11" 7'-4" 1 6-9" 6'-2" 5'-8" 2"x 3"x 0.045"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H.1 130 M.P.H. 140 M.P.H. 150 M.P.H. Width Applied Load 8#/S .Ft. 9#/S .Ft. 10#/S .Ft. 12#IS .Ft. 15#/S .Ft. 16#/S .Ft. 36" 14'-3" 13'-3" 12'-2" 11'-2" 10'-3" 9'-9" 42" 13'-3" 12'-3" 11'-4" 10'-4" 9'-6" 9'-0" 48" 12'-4" 11'-6" 10'-7" 9'-8" 8'-10" 8'-5" 54" 11'-8" 10'-10" 9'-11" 9'-2" 8'4" 7'-11" 60" 11'-1" 10'-3" 9'-5" 8'-8" 7'-11" T-6" 66" 10'-7" 9'-10" 9'-0" 8'-3" 1 T-7" T-2- 72" 10'-1" 9'-5" 8'-8" T-11" T-3" 6'-10" 78" 9'-8" 9'-0" 8'-4" T-7" 6-11" 6'-7" 84" 9'-4" 8'-8" T-11" 7'-4" 6'-8" 6'-4- 901. 9'-0" 8'-5" T-9" T-1" 6'-6" 6'-2" 2"x 4"x 0.050"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H.1 120 M.P.H.1 130 M.P.H.1 140 M.P.H. 150 M.P.H. Width Applied Load 8#IS .Ft. 9#/S .Ft. 10#IS .Ft. 12#IS .Ft. 15 /S .Ft. 16#IS .Ft. 36" 19'-7" 18'-2" 16'-9" 16-4" 14'-0" 13'-4" 42" 18'-1" 16'-10" 15'-6" 14'-2" 12'-11" 12'-4" 48" 16'-11" 15'-9" 14'-0" 13'-3" . 12'-2" 11'-6" 54" 15'-11" 14'-10" 13'-8" 12'-6" 11'-5" 10'-10" 60" 15'-2" 14'-1" 12'-11" 11'-10" 10'-10" 10'-4" 66" 14'-5" 13'-5" 12'-4" 11'-4" 10'-4" 9'-10" 72" 13'-10" 12'-10" 11'-10" 10'-10" 9'-11" 9'-5" 78" 13'-3" 12'-4" 11'-4" 10'-5" 9'-6" 9'-1" 84" 1 12'-10" 11'-11" 10'-11" 10'-0" 9'-2" 8'-9" 90" 1 12'4" 11'-6" 10'-7" 9'-8" 8'-10" 8'-5- Notes: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H.wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Using screen panel width"W"(See typical glass room drawing.),select upright required from the maximum height allowed for each extrusion. Screen Splines on 3"side. extrusion turned with 3"side parallel to sole plate. I I C�IA Lawrence E. Benne ,.fl . CIVIL ENGINEER-DEVELOPMENTGUNSLI�tANT P 8 �oo• P.O.BOX 4368,SOUTH DAYTON&FC32121 r 1 TELEPHONE(904)767-4774 ' FAX(904)767-6556 ,SEAL NAGE © COPYRIGHT 2000 rr�� NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3'L 1 SOLID ROOF PANEL PRODUCTS SECTION 7 COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #8 x 1/2"S.M.S.SPACED @ 8"O.C. BOTH SIDES ROOF PANEL #10 x 1-1/2"S. M. S. OR WOOD WOOD SCREW(1) PER #8 x 1/2" S.M.S. SPACED RAFTER OR TRUSS TAIL @ 8"O.C. BOTH SIDES #10 X 3/4" S. M. S. OR WOOD EXISTING FASCIA SCREW SPACED @ 12"O. C. ROOF PANEL TO FASCIA DETAIL FOR MASONRY USE #8 x 1/2"S.M.S. SPACED 1/4"x 1-1/4"TAPCON ANCHOR @ 8"O.C. BOTH SIDES OR EQUAL @ 24"O.C. FOR ROOF PANEL WOOD USE#10 x 1-1/2"S.M.S. OR WOOD SCREWS @ 12"O.C. :.:.:.:.:.:.... EXISTING HOST STRUCTURE #8 x 1/2"S.M.S.SPACED WOOD FRAME, MASONRY OR @ 8"O.C. BOTH SIDES OTHER CONSTRUCTION ROOF PANEL TO WALL DETAIL NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE ONLY 15%OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS.ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4"WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PANS"t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO.THE ANCHORS OE IIrED- ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606.F'ORYf _ MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STIR URE' Lawrence E. Bennet F5 y✓�r CIVIL ENGINEER-DEVELOPMENT CO VSULTANT „ P.O.BOX 4368,SOUTH DAYTONA rC 32121 TELEPHONE(904)767-4774` HP 1'$ 2U01 FAX(904)767-6556 ''_SI=ALI. PAGE © COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT.P.E. 7-3 - l _ MAXIMUM COMPOSITE PANEL SPAN CHART FOR OPEN STRUCTURES - VARIOUS WIND LOADS Panel WIND SPEED-102 M.P.H. Panel WIND SPEED-110 M.P.H. Panel WIND SPEED-120 M.P.H. Panel WIND SPEED-140 M.P.H. :1 Think" - OVERHANG SPAN - Thick- - OVERHANG SPAN - Thick- - OVERHANG SPAN - Thick- - OVERHANG SPAN - ness GAUGE NONE 1 FT. 2 FT, 3 FT. 4 FT. nese GAUGE NONE 1 FT 2 FT. 3 FT. 4 FT ness GAUGE NONE 1 FT. 2 FT 3 FT. 4 FT. ness GAUGENONE 1 FT. 2 FT. 3 FT. 4 FT. .019 71'•1' 11'-3' 11'•9' 12'•7' 13'-8" .019 10'•2" 70'-5" 10'•11' 11'-70" 12-11' .019 9'-6" 9'-9' 10'•4" 11'-3- 12'-5` .019 8'-1" 8'•4" 8'•11" 10'•l- 11'-4' qqA Ii .024 13'•9- 73'•11' 14'•4` 15'•0' 15'-11' 11 .024 12'-8" 12'-10' 73'-4- 14'•0' 15'-0' 11 .024 17'•10" 12'-O" 12'-6^ 13'•3" 14'-3" 11 .024 10'•0' 10'•3' 10'•10' 11'•8- 12'-10' V 75a i Z 032 15'-10' 15'-11' 16'•4' 16'-11' 17'•9' Z 032 74'•7` 14'-9" 15'•2' 15'•9` 16'-8' Z 032 13'•7' 13'-9' 14'•2" 14'-17" 15'•9 L� 032 il'-6' 11'•9" 12'-3' 13'-0'. 74'•0' 26 ga. 16'•6- 16'-7' 16'•11 17•'6- 18'-4' 26 ga. 15'-2' 15'-4" 15'•9" 16'-4` 17'•2" 26 ga. 14'•2- 14'-4" 14'-9" 15'-5" 16'•3" 1 26 ga. 12'-0' 12'•2' 12'-8" 13'-5" 14'-0' N .019 14'•7' 14'-8' 75'•1" 15'•9" 16'-7' .019 13'-5" 13'-7" 74'-0' 14'•8" 75'•8" .019 12'•6' 12'•8" 13'-2' 73'-11" 14'-10' .019 10'•7' 10'•10' 11'•4' 12'•2' 13'-3' �♦ 11 .024 16'-4' 16'-6" 16'-10' 17'-5" 18'•2' 11 .024 15'•1" 15'-2" 15'-7" 16'-3" 17'•1' 3 11 .024 14'-1" 14'-2' 14'-7" 15'•3- 16'-2` 11 .024 11'-11' 12'-1" 12'-7' 13'-4" 14'-4' .032 18'•10" 18'•11" 19'-3" 19'•9" 20'•5" .032 17'-4' 17'-6- 17'•10` 18'•4- 19'-1' .032 16'•2- 16'-4" 16'-8' 17'•3' 18'-1' .032 13'-9` 13'-10' 14'•3' 14'-11" 15'•11' 26 ga. 19'•3" 19'•4' 19'•8' 20'-2" 20'•10' 26 ga. 17'•9" 17'-10' 18'-2' 18'-9" 19'-5' 26 ga, 76'•6" 16'-8' 17'-0" i 7'-7' 18'•4' 26 ga. 14'-0' 14'•2` 14'•7- 15'-3' 16'-2' i "• :019 15'11' 16'-7' 16'•6" 17'-7' 17'•10' 079 14'-10-115'-3- 15'-11- 16'-9" 17'•9' 019 13'-9' 13'-11" 74'•4" 14'-17' 15'-1 1" 019 711•8' 71'-10' 72'-4^ 73'-1' 14'•2" W . ''•.! 1l .024 17'•11" :18'-W. 18'•4' 18'-11` 19'•8- 11 .024. 16'•8" 17'-0" 17'-7' 18'-4" 18'•6" 11 .024 15'•5" 15'-7' 15'-71" 16'-6" 17'-4" 11 .024 13'-l' 13'-3" 13'-8' 14'-5- 15'-4" ~s'•' a ' (w�, (w� -: .032 20'-8" 20'•9' 21'•1' !26'-S" 1'•6" 22'•2' '-"t' - .032 19'-2' 19'•6- 19'-11" 20'•6' 21'-1" .032 17'-9' 17'-11' 18'•3" 18'-9" 19'•6' T ,032 15'•1' 15'•2' 15'-7" 16'-3" 17'•L' o E.:.. .�',• vs•. ., F 1 f 26go. 21'-2", 21•-3' 21'-6' '-11' 22'•7" 26 ga. 19'-8" 19'-11" 20'-3" 21'-2' 21'•8' 26 ga. 17'•11" 78'•4` 18'-7" 19'•3' 20'-3' 26 ga. 15'-5' 15'-6- 15'•11" 16'-6' 17'-4' .019 19_=10"19.11' 20'-3" 0'-9' 21'-5'- .019 18'-4' 18'-5' 18'-9" 19'-3" 19'•11" .019 17'•l- 77'•2" 17'-6" 18'•1' 18'•10- .019 14'•6" 14'•7" 15'•0" 75'-8' 16'-6' 11 .024 :22'•3" 22'•5' 22'-8' 3'-1" 23'-8" 11 .024 20'-7" 20'•8" 20'-ll" 21'•5' 22'-1' 11 .024 19'-2" 19'•3- 19'-7" 20'•7" 20'-9" 11 .024 16'-3" 16'-4" 16'•9' 17'-4" 18'•1IL - 6 ' .032 i25a8 25'•9` 0' 26'•11' 032 23'•8' 23'-9' 24'•0' 24'•5' 25'-0' V .032 22'-1- 22'-2" 22'•5" 22'-11` 23'•6- .032 18'-9- 18'•10' 19'•2" 19'-8" 20'-4- y26 ga. 26'.5 26'•6' 26'-8" 7'-1' 27'-7- 26 ga. 24'•4' 24'-5' 24'-8' 25'-1" 25'•7' 26 ga. 22'-B' 22'•9" 23'•0" 23'-6' 24'•1- 26 ga. 19'•3- 19'•4' 1 19'-8- 20'-2- 20'•10- .019 23'•6':'23'-6"1 23'-9' 24'-2" 24'•9" .019 21'•7" 21%8" 21'-11-122'-4- 22'•11- .019 20'-1" 20'-2' 20'-6" 20'-17" 21'-8" .019 17'•0' i7'-2' 17'-6' 18'-1' 18'•10" �il .024 25'-11' 26'•7' 26'-3' 28'•6' 27'-2' 811 .024 23'•11' 24'•0' 24'-3' 24'-8" 25'-3' 811 .024 22'•4' 22'-5' 22'-8" 23'-2- 23'-9' �11 .024 18'•11' 191•0- 19'•4" 79'•10' 20'-7' .032 29'•11" 30'-0" 30'•3" 30'-7' 31'-0" .032 27'-8' 27'-8' 27'-11-128'.3- 28'•9' ,032 25'•9' 25'•10' 26'-1' 26'-5" 26'•11' ,032 21'•10' 21'-11" 22'•2" 22'-8' 23'•3' 'U'^ 26 ga. 30'-3'' -30'A' 30'•6' 130'.10-131'.3" 26 ga. 27'•10" 27'-11' 28'-2' 28'-6" 29'-O' 26 ga. 25'•11' 26'•1' 26'-4' 26'-8" 27'-2' 26 ga. 22'•0' 23'-4' 23'-10' 24'-6' 25'-5' MAXIMUM COMPOSITE PANEL SPAN CHART FOR ENCLOSED STRUCTURES - VARIOUS WIND LOADS 1 r.-6o W a w W ate. Panel WIND SPEED-102 M.P.H. Panel WIND SPEED-110 M.P.H. Panel WIND SPEED-120 M.P.H. Panel WIND SPEED-140 M.P.H. x Thick. - OVERHANG SPAN - Thick" - OVERHANG SPAN - Thick. - OVERHANG SPAN - Thick- - OVERHANG SPAN - S s ness GAUGE NONE 1 FT 2 FT. 3 F7. 4 FT. ness GAUGE NONE 1 FT. 2 FT. 3 FT. 4 FT. n°ss GAUG NONE 1 FT. 2 FT 3 FT. 4 FT. n°5S GAUG NONE 1 FT. 2 FT 3 FT. 4 FT. CL ¢ o W 2 c ,019 8'-6' -8'-8" 9'-4' 10%5- 11'-6' .019 7'-8" 7'•11- 8'-8- 9'-9' 11'•7" .019 7'-1' 7'-5" 8'•2" 9'-4' 10'•9` .019 6'-1" 8'-5' 7'-3' 8'-7' 10'•1" W W o i a! 211 .024 10'•6- 10'•9" 11%3" 12'•2- 73'•3- 11 .024 9'-7' 9'-10- 10'-5" 71'-4" 12'-6' it .024 8'-10' 9' 9'-9' 10'•8" 11'-11' 11 .024 7'•7' 7'-10' 8'-7" 9'-8' 11'•0' te usJ3 .032 12'-1' 12'•3' 12'-9" 13'•6' 14'•6- 2 .032 11'-0" 17'•3- 11'•9' 12'•7" 13'•8' 2 .032 10'-2" 70'-5" 10'-11' 11'-10" 12'•11- 2 .032 8'•9" 8'-11" 9'-7' 10'•7" 11'-10- G 39 J 3cio 26 ga. 72'•7' 12'•9' _I3'-3' 13'•11' 14'-11' 26 ga. 11%6" 17'-8' 12'•2" 12'-11" 13'•11" 26 ga. 10'-7' 10'-10" 17'•4' 12'•2" 73'•3' 26 ga. 9'•1' 9'-4' 9'•71" 10'•11' 12'-1' .019 11'-2" 11'-4- 11'-10" 12'•8" 13'-9' .019 10'•2- 10'•4` 10%11" 11'•9- 12'-11' .019 9'•4" 9'-7" 10'-2- 1 V-2' 12'-4' .019 8'-0" 8'•3- 8'•11' 10'-0" 11'"4' G 311 .024 72'•6" 12'•8' 13'-2' 13'-10' 14'-10' �11 .024 11'•5" 11'•7- 12'-1' 12'•10" 13'-11- 311 .024 10' 10'-9" 11'-3- 12'•7" 13'•3- n11 .024 9' 9'-3- 9'-10" 10'-10- 12'-1- = asy .032 14'-5" 14'•7' 14'•11" 15'-7' 16'-6- .__T13'-t" 13'-3" 13'-9" 14'•5' 15'•4" .032 12'•1" 12'•3- 12'-9" 13'-6" 14'-6' J .032 10'-4' 10'•7" 11'•1" 17'•11' 13'-1- 3 W 26 ga. 14'-9' 14'-10' 15'•3` 15'-11"116'-9' 26 ga. 13'•5" 13'•7" 13'•11- 14'•8" 15'-7' 26 ga. 12'-5" 12'•6' 13'•0" 73'•9" 14'-9" 26 ga.1 10'-7- 10'-9' 11'•4' 12'•2" 13'-3' .019 12'•3' 12'-5", 12'-10' 13'•8. 14'•7" .019 11'•2" 17'•4- 11'•10" 12'•8" 13'-9" .019 10'•3" 10'-6' 11'•0" 11'•11- 13'•0- .019 8'-10' 9'-0" 9'-8" 10'•8" 11'•11" e z 11 .024 13'•9" 13'•10' 14'-4" 14'•11" 15'-11" A 11 .024 12'-6" 12'-8" 13'•1' 13'-10" 14'"10- /y� 11 .024 11'•7" 11'-9" 72'•3' 13'-0' 14'-1" ll .024 9'-I1' 10'•1" 10'-8" 11'•7" 12'•9' .032 15'-10' 15'•77- 16'•4 16'-11" 17'•9' 4 .032 14'-5" 14'-6' 14'•11` 15'"7" 16'-6' 4 .032 13'-4" 13'-5" 13'-11" 14'-7" 15'•6" .032 11'•5" 11'-7" 12'•1" 12'•10' 13'-11- 26 ga, 16'-2" 16'•4' 16'•8` 17'•3' 18'•7" 26 ga. 14'-9' 14'•10' 75'-3- 15'•11" 16'-9" 26 ga. 13'-7' 13'•9` 14'•2' 14%11- 15'-9" 26 ga. 11'•8- 71'•10- 12'•4" 13'•1- 14'•2- �- ENGING laze-s1 .019 15'•2- 15'-4" 15'-9" 16'•4- .17'•2' .019 13'•10" 13'•11" 14'•5" 15'-1" 15'•11" .019 12'•9" 12'-11' 13'-5" 14'-1" q61 ,019 10'•11- 11'•1' 11'-8" 12'•6' 13'-7" ,101E 11 .024 1T•1' 17'-2' 17'•6' 78'-1" 18'•10' /M�►11. .024 75'•6' 15'-8'. 76'•0' 16'•8' 1T•6" 11 .024 14'•4' 74'-6" 14'•11' 15'-7' 11 .024 72'-3' 12'-5' 12'•11" 13'•8' 14'-8" .032 19'-8' 19'-9' 20'-1" 20'-7' 21'•3" V .032 17'•11" 18'-0' 18'-4' 18'•11" 19'-7" 6 .032 16'-7' 16'-8- 17'-0" 17'-7" V .032 14'-2` 14'-4" 14'•9- 15'-5' 16'-3'26 ga. 20'•2' 20'•4' 20'•7" 21'-1" 21'-9" 26 ga. 18'-5- 18'•6- 18'•10- 19'-4" 20'•1' 26 ga. 16'-11' 17'•1" 17'-5" 18%0" 26 ga. 14'-6" 14'•B" 15'-1' 15'•9- 16'•7' .019 17%11" 18'•0" 18'-4' 18'-11" 19'-7' .019 16'4" 16'-5` 16'-9' 17'•4" 78'•2' .019 15'-1" 15'•2- 15'-7" 16'-2" .019 12'-11" 13'-0" 13'-6" 14'•3- 15'•2' 811 .024 19%11'19•-1.1" _ Wtix' „20%9" 21'•5" /}�{II .024 18'-1" 18'-3" 18'-7" 19'•1" i9'-10" 11 .024 i6'-9" 76'•10" 17'2" 17'9" ]/'-�[II .024 14'-4' 14'-5" 14'10" 15'-6" 76'•5` .032' 22'•11` 1'10""23+•3 23'-9" 24'-4" �.Y .032 20'•11" 20'-17" 21'-3" 21'-9" 22'•4" V .032 19'-4" 19'•5" 19'-8" 20'-3" 20'-11" �/ .032 16'-6' 16'•6" 16'-11" t7'-7" 18'•4" X997 S.B.S.,INC. 26,ga. 23'•b"' 23'-3 '2'3'•6' !''•i l' 24'•8" 26 ga. 21'-1" 21'•2- 21'-5" 21'-11" 22'•6- 26 ga. 19'-6" 19'-7" 19'-11'120'-4- 2V.1" 26 ga. 16'-8" 16'-9" 17'•2" 17'-8' 18'-6' CHARM Y-WS MAXIMUM CLEAR SPANS FOR ALUMINUM AND STEEL SNAP-N-LOCK. THE PANELS MAY BE USED IN A WALL OR ROOF APPLICATIONS. Sl STRUC MEND$A' OAM-00R6 PANELS USED FOR ROOM ADDITIONS THAT ARE OPEN TO THE MAIN STRUCTURE OR PANELS USED TO CONSTRUCT A HOUSE,HAVE AN APPROVED THERMAL BARRIER APPLIED TO THE INTERIOR SURFACES. :70 O C3 -6 t SECTION 1 SCREENED ENCLOSURES Table 1.4 Allowable Spans For Secondary Wall Members(Girts) Aluminum Alloy 6063 T-6 Sections As Horizontals Fastened To Posts With Clips Tributary Load Width Hollow Sections 3.50' 4.00' 4.50' 1 5.00' 1 5.50' 6.00' 7.00' Allowable Length"W". 2"x 2"x 0.036" 7'-2" 6'-9" 6'-4' 6'-0" 5'-9" 5'-6" 5'-1" 2"x 2"x0.044" T-11" 7'-5" 6'-11" 1 6'-8" 1 6'-4" 6'-1" 5'-7- 2"x 2"x 0.055" 8'-8" 8'-1" T-7" T-3" 1 6'-11" 6'-7" 6-1" 2"x 3"x 0.045" 10'-5" 9'-9" 9'-2" 8'-9" 8'-4" T-11" T-5- 2"x 4"x 0.050" 14'-4" 13'-4" 12'-7" 1 11'-11" 11'=5" 10'-11" 10'-1" Snap Sections Allowable Length"W" 2"x 2"x 0.036" 9'-5" 8'-10" 1 8'-4" 1 T-11" 1 7'-6" 7'-2" 6'-8" Sections As Horizontals Fastened To Posts Through Side Into Screw Bosses Tributary Load Width Hollow Sections 3.50' 1 4.00' 4.50' 1 5.00' 1 5.50' 1 6.00' 1 7.00' Allowable Length"W" 2"x 2"x 0.036" 8'-10" 8'-3" T-9" 1 7'-4" 1 T-0" 6-9" 6'-3" 2"x 2"x 0.044" 9'-8" 9'-1" 8'-7" 8'-1" T-9" T-5" 6-10" 2"x 2"x 0.055" 10'-7" 9'-11" 9'-4" 8'-10" 8'-5" 8'-1" T-6" 2"x 3"x 0.045" 12'-9" 11'-11" 11'-3" 10'-8" 10'-2" 9'-9" 9'-0- 2"x 4"x 0.050" 17'-6" 16'-5" 15'-5" 14'-8" 13'-11" 13'-4" 12'-5" Snap Sections Allowable Length"W" 2"x 2"x 0.036" 1 11'-7" 1 10'-10" 10'-2" 1 9'=8" 1 9'-3" 1 8'-10" 1 8'-2" Maximum girt spacing is 7'-0"o.c.Thus with chair rail or girt @ 2'-6"the maximum wall height without additional girt is 9'-6" Using screen panel width"W"select girt lengths. Spans are based on 120 M.P.H.wind load.Multiply spans/heights by 0.85 to obtain spans/heights for 140 M.P.H. Example: If horizontal tributary load width=4'-0" Maximum'W"for a 2"x 2"x 0.044"Hollow Section fastened with Gips Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT ; P.O.BOX 4366,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 1P FAX(904)767.6556 SEAL PAGE © COPYRIGHT 2000 1-46 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.SENNETf, .E. • XYy K FORIVl600.097 FLORIDA ENERGY( EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Builder: Schnorr Addreloa: 1855 Beachtide Ct. Permittirig affirm: City, State: Atlantic Beach, Fi 32233- Permit Number: Owner. Charles Temple Jurisdiction Number: Climate Zone: Nof h 1. New oonshuction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - s.Cenud Unit Cap:48.0 kBtu/hr _ 3. Numbaf 6f mite,if mtdd-fanttly I - j SEER:10.50 - ! 4. Numbef of B6df66W 3 - I b.N/A - 5. Is Otis a worst Esse? No - I 6. Conftogad f166f area(ftp 2486 W j e.N/A - 7. Glees area&type - I A.Qeaf-dagle pace 0.0 ft' - i 13. Haadag syy b.Genf-d6ub1e pass 627.7 IP - a.Etaaftfa Haat Ptuap Cap:45.0 kBtW%t - e.Tiat/offiaf SC/SHGC-dK916 pane 0.0 Ir - HSPR 7.20 - d.Tinvotber SCJSHGC-double parte 0.0 W i b.Fleaffta StO Cap:7.0 kBta/hf - j8. F16"types _ COP:1.00,Uaduatad a. Stab-Off-Gfede Edge Iagthd6a Rm*.0,190.0(p)ft - i o.N/A - b.N/A - - { c.N/A 14. Hat water sysfat M j 9. Wan types _ I a.Elm&Ragtetaae6 Cap:50.0 galt6m - I a.Frnw,Wand,Ext6d" R--I 1.0,2076.0 W _ I ER 0.88 _ I b.Ffama,Wood,Adjacaaf R-11.0,321.0 - i b.N/A - I _ a.N/A _ d.N/A _ a. C6asafvation cute HRU-HP - I a.N/A I (ER-11691f facavafy,S6Uf ` 10. ca tg types - I DHP Dadlaatad haif pUMp) a.Ltd"Atdo R=30.0,1831.0 PP - j 15. HVAC MMU MZ-C,PT-C,CF,M - b.Undar Atria R-719.0,285.0 ftz - Il (CF-Cdit fats,MCf6ee vaadtad6tt, -H,PT-H o. Sin&Assembly R=10.0,301.0 W l HF-Wh616 house fsa, 11. Dw a - I PT-Wo fsmmsbfe Tlt6fm6gfat, js. Sup:Una. Rat:Una. AH:Garage Sup.R�-6.0,50.0 ft - i RB-Attic radiant bafdaf, b.N/A i MZ-H ModdMfte lteatrng) l II L , Glass/Floor Area: 0.25 Total es-built points: 30479.00 PASS h S S Total base points: 30732.00 /`� 1 hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by thisa4�NE `�o I Energy Code. //�/ calculation indicates compliance I with the Florida Energy Code. I. ,,.a v§ 1 PREPARED BY: Before construction is completed DATE: this building will be inspected for 1 1 hereby certify that this building,as designed, is in compliance with Section 553.908 1flcoo � compliance with the Floridafinx e. Florida Statutes. ' OWNER/AGENT: BUILDING.OFFICIAL: DATE: DATE: . - _ D v FORM 600.0 97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1855 Beachside Ct.,Atlantic Beach, FI, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2486.0 33.05 14791.3 Double,Clear N 20 8.0 30.0 19.22 0.94 541.2 Double,Clear N 20 6.0 40.0 19.22 0.90 691.9 Double,Clear E 20 5.0 24.0 40.22 0.80 769.3 Double,Clear E 20 6.0 20.0 40.22 0.85 6822 Double,Clear E 20 6.0 9.0 40.22 0.85 308.4 Double,.Clear E 20 8.0 123.8 40.22 0.91 4543.2 Double,Clear NE 20 8.5 120 28.72 0.88 303.7 Double,Clear SE 20 8.0 30.0 40.86 0.88 1082.9 Double,Clear s 20 8.0 625 34.50 0.86 1846.0 Double,Clear H 0.0 0.0 320 7273 1.00 2327.5 Double,Clear SW 20 8.0 30.0 38.46 0.89 1021.3 Double,Clear W 20 8.0 30.0 36.99 0.91 1013.5 Double,Clear W 20 1.5 8.0 36.99 0.47 138.5 Double,Clear W 20 8.0 30.0 38.99 0.91 1013.5 Double,Clear S 20 8.0 14.2 34.50 0.78 379.3 Double,Clear SW 20 6.0 14.2 38,46 0.80 438.6 Double,Clear E 20 6.0 45.3 40.22 0.85 1546.3 Double,Clear W 20 6.0 15.0 36.99 0.85 471.2 Double,Clear W 20 5.0 120 36.99 0.80 354.8 Double,Clear W 7.0 3.0 6.0 36.99 0.39 88.0 Double,Clear W 20 6.0 20.8 36.99 0.85 6528 Double,Clear SW 20 6.0 9.4 38.46 0.80 2924 Double,Clear NW 20 6.0 9.4 25.46 0.87 210.2 As-Built Total: 627.7 20716.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 321.0 0.7 224.7 Frame,Wood,E)derior 11.0 2076.0 1.70 3529.2 Ederior 2076.0 1.70 3529.2 Frame,Wood,Adjacent 11.0 321.0 0.70 224.7 Base Total: 2397.0 3753.9 As-Built Total: 2397.0 3763.9 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 240 48.0 EAerior Wood 320 8.10 195.2 E)derior 320 8.10 195.2 Adjacent Wood 20.0 240 48.0 Base Total: 520 243.2 As-Built Total: 520 243.2 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building. Performance Method A - Details ADDRESS: 1855 Beachside Ct.,Atlantic Beach, FI, 32233- PERMIT#: BASE AS-BUILT CEILING TYPES Area X BSPM = PointsType R-Value Area X SPM = Points Under Attic 2010.0 0.60 1206.0 Under Attic 30.0 1831.0 0.60 1098.6 Under Attic 19.0 285.0 1.10 313.5 Single Assembly 1010 30110 2.90 872,9 Base Total: 2010.0 1206.0 As-Built Total: 2417.0 2285.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 190.0(p) -37.0 -7030.0 Slab-On-Grade Edge Insulation 0.0 190.0(p) -41.20 -7828.0 Raised 0.0 ODD 0.0 Base Total: -7030.0 As-Built Total: -7828.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 2486.0 10.21 25382.1 2486.0 10.21 25382.1 Summer Base Points: 38346.4 Summer As-Built Points: 44552.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 445529 1.000 1.047 0.325 0.857 12999.9 38346.4 0.3573 13701.2 44552.9 1.00 1.047 0.325 0.857 12999.9 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1855 Beachside Ct.,Atlantic Beach, Fl, 32233• PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points .18 2486,0 9.76 4369.6 Double,Clear N 2.0 8.0 30.0 14.30 1.00 430.1 Double,Clear N 20 6.0 40.0 14.30 1.00 574.8 Double,Clear E 2.0 5.0 24.0 9.09 1.08 236.4 Double,Clear € 20 6.0 20.0 9.09 1.06 1928 Double,Clear E 20 6.0 9.0 9.09 1.06 87.2 Double,Clear E 2.0 8.0 123.8 9.09 1.04 1164.9 Double,Clear NE 2.0 6.5 120 13.40 1.01 162.5 Double,Clear SE 20 8.0 30.0 5.33 1.10 175.4 Double,Clear S 20 8.0 625 4.03 1.12 281.6 Double,Clear H 0.0 0.0 320 8.45 1.00 270.5 Double,Clear SW 2.0 8.0 30.0 7.17 1.06 228.1 Double,Clear W 2.0 8.0 30.0 10.77 1.02 330.5 Double,Clear W 20 1.5 8.0 10.77 1.20 1029 Double,Clear W 2.0 8.0 30.0 10.77 1.02 330.5 Double,Clear S 20 6.0 14.2 4.03 1.26 71.9 Double,Clear SW 20 610 14:2 7.17 1.11 113.1 Double,Clear E 20 6.0 45.3 9.09 1.06 437.1 Double,Clear W 20 6.0 15.0 10.77 1.04 168.4 Double,Clear W 20 5.0 120 10.77 1.06 138.8 Double,Clear W 7.0 3.0 6.0 10.77 1.23 80.0 Double,Cllr W 20 6.0 20.8 10.77 1.04 233.2 Double,Clear SW 20 6.0 9.4 7.17 1.11 75.4 Double,Clear NW 26 6.0 9.4 14.03 1.01 133.4 As-Built Total: 627.7 6017.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 321.0 3.6 1155.6 Frame,Wood,Exterior 11.0 2076.0 3.70 7881.2 Exterior 2076.0 3.70 7681.2 Frame,Wood,Adjacent 11.0 321.0 3.60 1155.6 Base Total: 2397.0 8836.8 As-BUIR RAM! 2397.6 8836.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 11.50 230.0 Exterior wood 320 1230 393.6 Exterior 320 1230 393.6 Adjacent Wood 20.0 11.50 230.0 Base Total: 52.0 623.6 As-Built Total: 52.0 623.6 FARM 600A 97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1855 Beachside Ct.,Atlantic Beach, FI, 32233- PERMIT#: BASE AS-BUILT CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 2010.0 1.20 24120 Under Attic 30.0 1831.0 1.20 2197.2 Under Attic 19.0 285.0 200 570.0 Single Assembly 10.0 301,0 3.20 963,2 Base Total: 2010.0 2412.0 As-Built Total: 2417.0 3730.4 FLOOR TYPES Area X BWPM = Points Type R-Vaiue Area X WPM = Points Slab 190.0(p) 8.9 1891.0 Slab-On-Grade Edge insulation 0.0 190.0(p) 18.80 38720 Raised 0.0 0.00 0.0 Base Total: 1691.0 As-Built Total: 3572.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 2486.0 -0.59 -1466.7 2486.0 -0.59 -1466.7 Winter Base Points: 16466.2 Winter As-Built Points: 21313.5 Total Winter X System = heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 21313.5 0.885 1.055 0.474 0.902 8320.4 21313.5 0.135 1.055 1.000 0.902 27328 16466.2 0.5340 8793.0 1 21313.5 1.00 1.055 0.544 0.902 11053.2 FOAM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1855 Beachside Ct.,Atlantic Beach, FI, 32233- PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.88 3 1.00 2746.00 0.78 6425.6 As-8ufff Total• 8425.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 13701.2 8793.0 8238.0 30732.1 12999.9 11053.2 6425.6 30478.8 PASS �CpD WE.Cg� FOAM 60OA-97 Code Compliance Checklist Residential Whole Building. Performance Method A - Details ADDRESS: 1855 Beachside Ct.,Atlantic Beach, FI, 32233- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors SMA.ABCA.1 Maximum:.3 c .ft.window area;.5 cfm .ft.door area. Exterior&Adjacent Walls 16WA ASCA.2i i Caulk,gasket,weatherstrip or seal between:windowsldoors&frames,surrounding wail; foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 1606.1.ABC.1.22 I Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 1606.1.ABC.1.23 I Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, I I s6ffits,Chimneys,cabinets sealed to Continuous air barrier;gaps in gyp board&top plate; I attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter.at penetrations and seams. Recessed Lighting Fixtures 6b6.1.ASC.1.24 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 10 clearance&Or'from insulation;or Type IC rated with<Z0 cfm from conditioned space,tested. Mufti-story Houses 606.1.ABC.1.25 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences:) COMPONENTS 1 SECTION REQUIREMENTS CHECK Water Heaters 16121 I Comply with efficiency requirements in Table&12 Switch or clearly marled circuit I breaker electric or cutoff must be provided.External or buit4n heat trap required. Swimming Pools&Spas 16121 I Spas&heated pools must have covers(except solar heated).Non-commercial pools I must tsave a pump timer.Gas spa&p061 heaters must have a minimum therfllsl effl6i&V,1 6f 78%. Shower heads 6121 Water flow must be restricted to no more than 25 gallons per minute at 80 PUG. Air Distribution Systems 1610.1 I All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and'installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min,insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation I e04.1,602.1 I Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. ENERGY PERFORMANCE LEVEL PL DISPLAY CARD E-STIEMATED ENERGY PERFORMANCE SCORE* =81.2 The higher the score,the more efticient the home, Charles Temple, 1855 Beachside Ct.,Atlantic Beach, FI,32233- ;u-.-Uction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:48.0 kBtu/hr _ `?giber of units,if multi-family 1 _ SEER.: 10.50 _ 4. Number of Bedrooms 3 _ b.N/A 5. Is this a worst case? No 6. Conditioned floor area(ft2) 2486 ft2 c. N/A 7. Glass area&type a.Clear-single pane 0.0 ft2 = 13. Heating systems b.Clear-double pane 627.7 ft2 s a.Electric Heat Pump Cap:45.0 kBtu/hr = c. Tintlother SCISHGC-single pane 0.0 ft2 HSPF:7.20 _ d.Tint/other SGSHGC-double pane 0.0 ft2 b.Electric Strip Cap:7.0 kBtu/hr = 8. Floor types COP:1.00,Unducted a. Slab-On-Grade Edge Insulation R=0.0,190.0(p)ft _ c. N/A _ b.N/A _ c.N/A 14. Hot water systems 9. Wall types a.Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,2076.0 ft2 EF-0.88 b.Frame,Wood,Adjacent R=11.0,321.0 ft2 b.N/A c.N/A d.N/A c. Conservation credits HRU HP a.N/A (HR-Heat recovery,Solar 10. Ceiling types c DHP-Dedicated heat pump) a. Under Attic R=30.0,1831.0 ft2 g 15. HVAC credits MZ-C,PT-C,CF,M b.Under Attic R=19.0,285.0 ft2 s (CF-Coiling fan,CV-Cross ventilation, -H,PT-H c. Single Assembly R=10.0,301.0 ft2 HF-Whole house fin, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Rat:Unc. AH:Garage Sup.R=6.0,50.0 ft = RB-Attio radiant barrier, b.N/A M7�Multizone Cooling, MZ-H Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) 0fTfi$sTAT� in this home before final' pection Otherwise,a new EPL Display Card will be completed o�, based on installed Code Builder Signature: Date: 0 Address of New Home: CigML Zi : 1`FCOD Wale;��» *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPAIDOE EnergyStig designation), . ,,3.. : -- -: -- ....... ori n ----- ----- - ---. �-----:.:..- -- --�.. -....--._.._. ...---�--�- ;__._: ..--- -.. _._�;;-__�_.obtain E ergyGaugeRating Contact the Energy Gauge Hotline at 407/638-1492 orsc_ 11--fr= = "-------- -----'- = ------- -- --- F Building orConstruction, contact the Department of Community Affairs at 850/487-1824. `FOW 600A 97 FLORIDA ENERGY EFFICIENCY CODE FCR. BUILDING CONSTRUCTION Florida Department of Community.Affairs Residential Whole Building performance Method A Project Name: Builder: scnnorr I Addr 1855 BeaChalde Ct. Per Mittirlg Offide: City, State: Atlantic Beach, Ft 32233- Permit Number: Owner. Charles Temple Jurisdiction Number. Climate Zone., North 1. New constriction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:48.0 kBtu/hr _ 3. Numbef of hits,if uttild-falfly 1 I SEER:10.50 I 4. Number of Bedfma 3 _ I b.NIA S. Ig this a worst 6a96? No 6. Conditioned f[6&am 2486 82 I c.N/A 7. Grlasa area&type 13g b.Clear-double pane 627.7 82 a.EtecttTHeir Pump Calc:45.0 kBtallif — c.Tintlotitef SGSHGC-sln6 pane 0.0w _ I HSPF:7.20 — j d.Tindodtef SCtSHGC-d6uble Issue OA W I b.ElMde Stas Cap:7.0 kBM/hf 1 8. Floor types _ ( COP:1.00,Undua m a. Slab-On-Gfad6 Edge Iitstdad6n R-0.0,190.0(p)ft — I c.NIA — I I b.NIA — I — I c.N/A 14. Hot water gyst6nta 9. Win types _ I a.IIectrlc R6&uftm Cap:50.0 gatl6m a.Farm,Wood,Extefl6f R--11.0,2076.0 W _ EF:0.88 _ j b.Frame,Wood,Adjacent R-11.0,321.082 b.NIA — c.N/A I c e.NIA I (HR-HestfecovHRU-HP 6ry,S6laf — 10. Cefling types — DBP-D6dic4t6d heat pump) a.Undef Attic R-30.0,1831.0 82 — j 15. HVAC cf6dtts MZ-C,PT-C,CF,M — b.UnderAtde R7­I9.0,285.082 — IlI (CF-Cettfi6gfa>It,CV-Cf6U VandIsti tt, -H,PT-H I I o.We Assembly R=10.0,301.082 I BF-Wh616 house fan, l��ll 11. Daota _ I PT-Pfogfantntable Therf6srat, I a. Sap:Unc. Ret:Unc. AM,Garage Sup.R-­6.0,50.0$ — I RB-Atdc fadfant barrier, I b.N/A i W-C-NUMMM6 66611ng, I I I MZ-H-Mutdz6Me heafto I I I Glass/Floor Area: 0.25 Total as-built points: 30479.00 �� Total base points: 30732.00 I SS I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this iEnergy Code. / / calculation indicates compliance II PREPARED BY: C >� '`GL with the Florida Energy Code. DATE: � dJV� Before construction is completed this building will be inspected for 1 hereby certify that this building,as designed, is in compliance with Section 553.908 f'1•ooD compliance with the Flori a ne Te. Florida Statutes. OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE: FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1855 Beachside Ct.,Atlantic Beach, FI,,32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 2486,0 33.05 14791.3 Double,Clear N 20 8.0 30.0 19.22 0.94 541.2 Double,Clear N 20 6.0 40.0 19.22 0.90 691.9 Double,Clear E 20 5.0 24.0 40.22 0.80 769.3 Double,Clear E 20 6.0 20.0 40.22 0.85 6822 Double,Clear E 20 6.0 9.0 40.22 0.85 306.4 Double,Clear E 20 8.0 123.8 40.22 0.91 4543.2 Double,Clear NE 20 6.5 120 28.72 0.88 303.7 Double,Clear SE 20 8.0 30.0 40.86 0.88 1062.9 Double,Clear S 20 8.0 625 34.50 0.86 1846.0 Double,Clear H 0.0 0.0 320 7273 1,00 2327.5 Double,Clear SW 20 8.0 30.0 38.46 0.89 1021.3 Double,Clear W 20 8.0 30.0 36.99 0.91 1013.5 Double,Clear W 20 1.5 8.0 36.99 0.47 138.5 Double,Clear W 20 8.0 30.0 36.99 0.91 1013.5 Double,Clear S 20 6.0 14.2 34.50 0.78 379.3 Double,Clear SW 20 6A 14.2 38.46 0.80 438.6 Double,Clear E 20 6.0 45.3 40.22 0.85 1546.3 Double,Clear W 20 6.0 15.0 36.99 0.85 471.2 Double,Clear W 20 5.0 120 36.99 0.80 354.8 Double,Clear W 7.0 3.0 6.0 36.99 0.39 88.0 Double,Clear W 20 6.0 20.8 36.99 0.85 6628 Double,Clear SW 20 6.0 9.4 38.46 0.80 2924 Double,Clear NW 20 6.0 9.4 25.46 0.87 210.2 As-Built Total: 627.7 20716.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 321.0 0.7 224.7 Frame,Wood,Exterior 11.0 2076.0 1.70 3529.2 Exterior 2076.0 1.70 3529.2 Frame,Wood,Adjacent 11.0 321.0 0.70 224.7 Base Total: 2397.0 3753.9 As-Bulk Total: 2397.0 37535 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 240 48.0 Exterior Wood 320 6.10 195.2 Exterior 32.0 6.10 195.2 Adjacent Wood 20.0 240 48.0 Base Total: 52.0 243.2 As-Bulk Total: 520 243.2 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1855 Beachside Ct.,Atlantic Beach, FI, 32233- PERMIT#: BASE AS-BUILT CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 2010.0 0.60 1206.0 Under Attic 30.0 1831.0 0.60 1098.6 Under Attic 19.0 265.0 1.10 313.5 Single Assembly 10.0 301.0 2.90 872.9 Base Total: 2010.0 1206.0 As-BuiR Total: 2417.0 2285.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 190.0(p) 37.0 -7030.0 Slab-On-Grade Edge Insulation 0.0 190.0(p) -41.20 -7828.0 Raised 0.0 0.00 0.0 Base Total: -7030.0 As-Built Total: -7828.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 2486.0 10.21 25382.1 2486:0 10.21 25382.1 Summer Base Points: 38346.4 Summer As-Built Points: 44552.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 44552.9 1.000 1.047 0.325 0.857 12999.9 38346.4 0.3573 13701.2 44552.9 1.00 1.047 0.325 0.857 12999.9 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1855 Beachside Ct.,Atlantic Beach, FI, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points As 2486.0 9.76 4369.6 Double,Clear N 20 8.0 30.0 14.30 1.00 430.1 Double,Clear N 20 6.0 40.0 14.30 1.00 574.8 Double,Clear E 2.0 5.0 24.0 9.09 1.08 236.4 Double,Clear € 20 6.0 20.0 9.09 1.06 1928 Double,Clear E 2.0 6.0 9.0 9.09 1.06 87.2 Double,Clear E 2.0 8.0 123.8 9.09 1.04 1164.9 Double,Clear NE 20 6.5 120 13.40 1.Oi 1625 Double,Clear SE 2.0 8.0 30.0 5.33 1.10 175.4 Double,Clear S 20 8.0 625 4.03 1.12 281.6 Double,Clear H 0.0 0.0 32.0 8.45 1.00 270.5 Double,Clear SW 20 8.0 30.0 7.17 1.06 228.1 Double,Clear W 2.0 8.0 30.0 10.77 1.02 330.5 Double,Clear W 20 1.5 8.0 10.77 1.20 1029 Double,Clear W 20 8.0 30.0 10.77 1.02 330.5 Double,Clear s 20 6.0 14.2 4.03 1.26 71.9 Double,Clear SW 2.0 610 142 7,17 1.11 11311 Double,Clear E 20 6.0 45.3 9.09 1.06 4317.1 Double,Clear W 20 6.0 15.0 10.77 1.04 168.4 Double,Clear W 20 5.0 120 10.77 1.06 138.8 Double,Clear W 7.0 3.0 6.0 10.77 1.23 80.0 Double,Clear W 20 6.0 20.8 10.77 1.04 233.2 Double,Clear SW 20 6.0 9.4 7.17 1.11 75.4 Double,Clear NW 20 6.0 9.4 14.03 1.01 133.4 As-Bulb Total: 627.7 6017.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 321.0 3.6 1155.6 Frame,Wood,E)derior 11.0 2076.0 3.70 7661.2 EMerior 2076.0 3.70 7681.2 Frame,Wood,Adjacent 11.0 321.0 3.60 1155.6 Bast Total' 2397. 8836.8 As-ButK Total: 2397.0 8836.8 DOOR TYPES Area X BWPM - Points Type Area X WPM = Points Adjacent 20.0 11.50 230.0 Exterior Wood 320 1230 393.6 Exterior 320 1230 39:1.6 Adjacent Wood 20.0 11.50 230.0 Bax Total: 52.0 623.6 As-Bullt Total: 52.0 623.6 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1855 Beachside Ct.,Atlantic Beach, FI, 32233- PERMIT#: BASE AS-BUILT CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 2010.0 1.20 24120 Under Attic 30.0 1831.0 1.20 2197.2 Under Attic 19.0 285.0 200 570.0 Single Assembly 10.0 30110 3,20 963,2 Base Total: 2010.0 2412.0 As-Built Total: 2417.0 3730.4 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Stab 190.0(p) 8.9 16'cJi.0 Stab-On-Grade Edge Insulation 0.0 190.0(p) 18.80 35720 R6166d 0.0 0.00 0.0 Base Total: 1691.0 As-Bulk Total: 3572.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 2486.0 -0.59 -1466.7 2486.0 -0.59 -14e6.7 Winter Base Points: 16466.2 Winter As-Built Points: 21313.5 Total Winter X System = heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 21313.5 0.865 1.055 0.474 0.902 8320.4 21313.5 0.135 1.055 1.000 0.902 27328 16466.2 0.5340 8793.0 1 21313.5 1.00 1.055 0.544 0.902 11053.2 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1855 Beachside Ct.,Atlantic Beach, FI, 32233- PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 $238.0 50.0 0.88 3 1.00 2746.00 0.78 6425.6 Qs-Bulft Total 8429.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 13701.2 8793.0 8238.0 30732.1 12999.9 11053.2 6425.6 30478.8 PASS • r. 0.0 w� ° FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1855 Beachside Ct.,Atlantic Beach, FI, 32233- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH.PRACTICE CHECK Exterior Windows&Doors 16MIABC.1.1 Ma>amum:.3 cfm/sq.ft.window areaq.5 c .ft.door area. Eterior&Adjacent Wails j 6WA ABCA.2A i Caulk,gasket,weatherstrip or seas between:windowsldoors&frames,surrounding wail; foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.22 I Penetrationstopenings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings W6.1.ABC.1.23 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,Cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter.at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.24 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 10 clearance&3"from Insulation;or Type IC rated with<20 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits 606.1.ABC.1.3 I Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22©TITER PRESCRIPTIVE MEASURES must be met or exceeded by ail residences:) COMPONENTS !SECTION REQUIREMENTS CHECK Water Heaters 6121 I Compiy with efficiency requirements in Table&12 Switch or clearly marked circuit breaker electric or cutoff must be provided. External or built-in heat trap required Swimming Pools&Spas 6121 I Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficidne of 78%. Shower heads 1 Water flow must be restricted to no more than 25 gallons per minute at 80 PSIG. Air Distribution Systems MA I All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,Insulated,and installed in accordance with the criteria of Section 610. I, Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 1607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602-1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R3 both sides. Common ceiling&floors R-11. ENERGY PERFORMANCE LEVEL PL DISPLAY CARD ESTEVIATED ENERGY PERFORMANCE SCORE* =81.2 The higher the score,the more efficient the home. Charles Temple, 1855 Beachside Ct., Atlantic Beach, FI, 32233- �uotion or existing Addition _ 12. cooling systema 2. Single family or multi-family Single family _ a. Central Unit Cap:48.0 kBtu/hr _ Ngiber of units,if multi-family 1 _ SEER:10.50 _ 4. Number of Bedrooms 3 _ b.N/A 5. Is this a worst case? No 6. Conditioned floor area(ft2) 2486 ft2 c. N/A 7. Glass area&type - a. Clear-single pane 0.0 ft2 - 13. Heating systems b.Clear-double pane 627.7 ft2 _ a.Electric Heat Pump Cap:45.0 kBtu/hr c. Tint/other SGSHGC-single pane 0.0 ft2 HSPF:7.20 d.Tint/other SC/SHGC-double pane 0.0 ft2 b.Electric Strip Cap:7.0 kBtu/hr 8. Floor types - COP:1.00,Unducted a. Slab-On-Grade Edge Insulation R=0.0,190.0(p)ft _ c.N/A b.N/A c.N/A s 14. Hot water systems 9. Wall types a. Electric Resistance 50.0 gallons _ a. Frame,Wood,Exterior R=11.0,2076.0 ft2 a EF:0.88 b.Frame,Wood,Adjacent R=11.0,321.0 ft2 b.N/A c.N/A _ d.N/A c c. Conservation credits HRU BP e.N/A (ER-Heat recovery,Solar 10. Ceiling types ,c DBP-Dedicated heat pump) a.Under Attic R=30.0,1831.0 ft2 15. HVAC credits MZ-C,PT-C,CF,M b.Under Attic R=19.0,285.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, -H,PT-H c. Single Assembly R=10.0,301.0 ft2 BF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sap:Unc. Ret:Unc. AH:Garage Sup.R=6.0,50.0 ft RB-Attic radiant barrier, b.N/A W-C-Multizone cooling, W-11-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) TIIE ST in this home before final inspection. Otherwise,a new EPL Display Card will be completedo� r�o� based on installed Code iant f .E=r Buildei Signature: Date: S//Al� a 6 c7 > Address of New Home: C43/ Zi : coD WE' *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergySt.9 designation), "" - ---` ---st t6tain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or sE_*'_^ °_- " - - -------- "---- ----------- ue For Building Construction, contact the Department of Comm unity Affairs at 850/487-1824. R,ET� Book {3373 Gage, 613 . �- y . • ,7 PL^. Ise? t,Aws RAMCO FOAM 400 rs X3.13 of ,-VIM rttjrrMrttt I►11[►AAS IN OU►61CATO To fnhom it LWtC W The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accocdance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE O� Q Fc COMMENCEMENT. derat Descriplion of property.. .. �..,.!..........(�rGL.�...�.. !........5.. ........&,olZAa.�d,g................................................. ................................................................»...........»......».......».....................................................................................»......................................................... ..................................•...................................................................•....................................................................•.........................................................I.......... .................................................................I................................................................................................................................»...............I........................... General description of improvemants�•+ .CG`J1�!r ...... S G..`,sI�S�Cr e » .......................................... ....................................................................................................................................................»....................»................»...................................... .........�.............................................................................................................................................................................................................................. e4... cZl�l/!r!?..' ..........L. r! ©©. .........................................................................................I.............. �. 'v`�v��......�r1 s lid e.......... . ..... oZo?�.3 Address.. _ .......».... ................................ Owner's interest in site of the improvement........................../...�'.' .... e........ .......................... ..... .................. ........... Fee Simple Title holder (if other than owner) Name.................................................................................... ...... I....................... .................. .......... .................. .. Address..... .......................�............. j.........................r....`.../.............................................................................».......................................................... Contraaa .!f`� ....�✓.:.. ?rloiRC.. -- .!'1�.� r'....�1�!"H.e... .Y`©.ve—jot" .'`'1. 5....................... Addrass(p ��°2. ... k.��p�s... ..Kw; .... .`.....!l/......... dK...`.. � ..... a»`� ��»......»» ........»»............» F surely0 any)................................................. .. ...... ......... .......................................... ._......... ...»_............................. Addrea....................................................... ....... ...... ............................................./►r,no�xtt of bard =.................,............. Name of person within the Stats of Rod& designated by owner upon whom notices or other &mxnenrs nay be served: Name........... ................................................................ ..... ... .........................................»»».».....».».................................. Address..................................................................... .. ............................................... ............................................... In addition to himself, owner designates the following person'to receive a copy of the Lienors Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). W&MA... ------ ------ ------- ---- -- - - - CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: Property Address: Owner: (k cp_r 2 S +i1-p I e. Telephone#: o?�{(•g� Contractor. _0-Qu Cc.v1C2 d O i r l r q SQ- v t ca-,3 Telephone#: 1L(L1 qqL/ Contractor Address: ( 1iw U llio_� P-0" 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 aftached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards OfgDod practice listed therein. _ Building: _ _ Building-Type:_ _____C1 Trailer __ __ . _ Service:_ ___ If other construction is ❑ New '$e Residence ❑ Temp. ❑ New being done on this building Old ❑ Commercial El Sips ❑ Increase Panfio`site,lid the building numbar ❑ Re-wire ❑ Addition Sq.Ft ?d Repair ¢ Conductor Size: AMPS: QcO COPPER ALS El Switch or RACE Breaker AMPS PH W VOLT WAY Existing ServiceRACE Size AMPS l� PH 1 W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Q-10 AMPS 31 100 AMM Switches 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 Motors 0-1 H.P. VOLTAGE PH I NO. OVER 1 H.P. PHS v DWR600V Transformers NO. KVA NO. KVA No.Neonf. _Trans Ea. Sign— Miscellaneous i Miscellaneous I`�. r o u rl 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800 9 Fax: (904)247-5845• http:nwww.ci.atlantic-beach.fl.us CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24571 Address: 1855 BEACHSIDE COURT Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: OTHER Lot(s): Block: Section: Square'Feet: Subdivision: BEACHSIDE Est. Value: Parcel Number: Improv.Cost: OWNER INFORMATION Date.Issued: 8/01./2002 Name: CHARLES TEMPLE Total Fees: 27.00 Address: 1855 BEACHSIDE COURT Amount Paid: 27.00 ATLANTIC BEACH, FL 32233 . Date Paid: 8/01/2002 Phone: (000)000-0000 Work Desc:. INSTALL CONDENSER ONLY CONTRACTORS .z' a , U PPLICATION FEES SNYDER HEATING &AIR COND. CO 27.00 w. "k�pi � t � fi.M �� "�'"�s.r�� ,�G. s. � �r�i wr',` ��4��m x � � .��,,.Fe^ i� r�•«,,,k',a��n��`�f�a �bsan.'Ar Fr i r �4�+ �.'� ,,�� ��' ✓n SFFY' ' ` i i`h1,h t 'Nfe Rrrd, 2� 3 3i5 ,N "w .,Y F , - '3�e•L"'�,1NwrrYl'+`1t W�"Y %M} Or NOTICE a Y �1� ..., n7 UN. BUILDING MATERIA � o'� SPACE, AND MUST BE CLEARED FAILURE TO COMP n ! :�L HE . PROPERTY OWNER P . . ISSUED ACCORDING TO APPR ` „ O UBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE k r u' M 0: M71 flips;'W I Tali: 1 > anin $1 Akdpt •w. 77M 14' NW73-1 10116' 1 827.60, - C� N16606r1??lIN AT TI BEAC BUILD T. 1�IAIDBcm " Q CM 12662 827.00 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. I. Street Address: LOCATION OF Intersecting Streets:Between And y BUILDING Sub-division II. INDENTIFICATION—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 Ad tic Beach ordinances and standards of good practice listed therein. JA Name of Mechanical Contractors Contractor(Print) ('S Master Name of Property Owner e �r /,c )3 3 l�/"L Signature of Owner Signature of Or Authorized Agent Architect or Engineer III. GENE 1 RMATI0i A. .1pCof heating fuel: B. OF Electric IS OTHER CONSTRUCTION BEING PqNE ON THIS ❑ Gas: _LP Natural _Central Utility BUILDING OR SITE? P7 ❑ Oil .❑ Other—Specify IF YES,GIVE N R OF CONSTRUCTION PERMIT IV. MECH AL EQUIPMENT TO BE Osid OF WORK INS L D or _ Commercial . ilding complete list of components on ck of this form) Building eat _Space _Recessed entral Floorment of existing system Air Conditioning: Room <:22� ��6th.,­ Installation ❑ Duct System: Material Thickness (No system previously installed) nsion ar add-on to existi g systemMaximum capacity c&n Specify l'L7til kls&, ❑ Refrigeration ❑ Cooling tower. Capacity eom ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ ManliftEscalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel Permit Approved b Date ❑ Boilers PP y ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving ons Agency rc� p HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving (BTU) Agericy TANKS How Many Nominal Capacity Type Liquid Name of Serial And Dimensions ContainedApproving Manufacturer No, A encs CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT Permit Number: 22267 Address: 1855 BEACHSIDE COURT Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: REPAIR Township: Range: Book: Proposed Use: OTHER Lot(s): Block: Section: Square Feet: Subdivision: BEACHSIDE Est. Value: Parcel Number: Improv. Cost: Date Issued: 7/02/2001 Name: CHARLES TEMPLE Total Fees: 25.00 Address: 1855 BEACHSIDE COURT Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 7/02/2001 Phone: (000)000-0000 Work Desc: OUTLETS AND RECEPTACLES R & R ELECTRIC COMPANY PERMIT 25.00 pp Sam! I 4 rk pw .a s NOTICE- NaPetTIM ry BE REQUESTED AT LEAST 24 HOURS PRj6R f61N$PECTION BUILDING MATERIAL, RUBBIS �ESRIS FROM THIS WORK MUST NOT BE PLED IN PL�F3LIC SPACE,AND MUST BE CLEARED P AND Ha 0,,WAY BY EITHER CONTRACTOR OR OW "FAILURE TO COMFY WITH TKE CONSTRUCTION LIEN LAW N RESUL IN THE PROPERTY OWNER P�4YING R BUILDING IMP . ANTS" ISSUED ACCORDING TO APPFftyt6 PLAN WH RE�,RA ITt)Ff kl P D SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE VISIQ LA�JV. $F5.00 14 , 0 , Date: 7/02/01 01 Receipt: 00697$5 AT EXN TIC A C H B Ul t DI R&Q EPT. GASH 001.00003221000 CITY OF ATLANTIC BEACH, FLORIDA RECEIVED AAprawd by APPLICATION FOR ELECTRICAL PERMIT 2 20W City of Atlantic Beach TO THE CHIEF ELECTRICAL INSPECTOR: DATE: _ Jul-y 2} 200 19 Building and Zoning 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 ELECT ICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. R & R ELECTRIC OF NORTH FLORIDA,INC. P. 0. BOX 62238 JACKSONVILLE, FLORIDA 32219 ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE ,IO Rid NAME Charles Temple ADDRESS: 1855 Beachside Ct. RFD-BOX- BLDG. FDBOXBLDG.SIZE BETWEEN: RES./ ) APT. ( 1 COMM. ( ) PUBLIC ( ) INDUS. ( 1 NEW( ) OLD f ►REW.( ) ADDITION " TRAILER ( ) TEMP. ( 1 SIGNS ( ) SO. FT. SERVICE: NEW l ) INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( I ALUM. ► SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH,,5W1�&LT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS Jr CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 3 1.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS Screen Room -- -------•-� wncn enn v nVER 6M1 V I CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 20324 Address: 1855 BEACHSIDE COURT PERMIT INFORMATION —_ � --__LOCATION INFORMATION Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: REPLACMT PERMIT Township: Range: Book: Proposed Use: OTHER Lot(s): Block: Section: Square Feet: Subdivision: BEACHSIDE Est.Value: --Parcel Number: Improv. Cost: _ OWNER_INFORMATION_ --_ Date Issued: 7/05/2000 Name: CHARLES TEMPLE Total Fees: 41.00 Address: 1855 BEACHSIDE COURT Amount Paid: 41.00 ATLANTIC BEACH, FL 32233 Date Paid: 7/05/2000 Phone: (000)000_0000 WorkDesc: 4 TON AIR HANDLER &_36,000 BTU HEATING SYSTEM -- ---____CONTRACTORS) — -----_ -- APPLICATION FEES - SNYDER HEATING &AIR COND. CO. PERMIT- -PERMIT-- 41.00 -� I!I f f -- — — —_ -- Inspections Re uq ired I C NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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 SUEIECT TO REVOCNIRON FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.— — 1 I t !41.88 14 �b-&t-7-- Date: 7/86 /88 91 Receipt: 9978361 – — – CHECKS 1143 ATLANTI EACHBUI 981899932�C1999 i SU1LUIN(cit ANU rLVNIMv IlMont:i luri UIYI AUN l CITY OF ATLANTIC BEACH I ATLANTIC ArASM. Iko111eA 41112418 APPLICATION FOR MECHANICAL PERMIT CAL IN NUM9EH IMPORTANT — Applicant to complete all items in sections I, 11, 111, and IV, !N/4A1bN Street A40010' i wI�ING xvr•dhrltlM 11. IDENTIFICATION --To bo completed by all applicants. fi c••c:dereti•e •i woo;# 496ow ter 46169 tho wort as described in the above detemeM we hereby agree to perform teid wort in wordonce w.a, Me e»eclod plies eed cpecifi466"t which eh a pert heaof and in ecc•rsfonce with the City of Jacksonville erdinences end stendrrds e1 toed srecr•co ksod Mores. ►+w M Neshaisef CMMNfMe C.00treear 1pr6t) „� trf a I c ldot1•► C A CCS T 1Home 01`7 c� f"peAt�Ow MI silos • of Ower f xtseehrn of W A.Aaial AOeet �,,•,�/f Artblfetl or legl"or 111. GOMM. �110N � cocork 16 OTNttt COMOTIINCTION 99101 f Me ON T141 OU1LO1Ne On 64 TIE t `► [) Ga—O V O 0 00"NNlhr 11 T911, OIV9 NW690 O/ OONSTAWT10N 4 Oil 09111MIT O 004, — xrelt► V. M&QKANICAC IWJPMW TO M MA ai OF WOM ( moo@ o ht til�k w Md al 1�Ito0kMhtlrRl of 1:J oommlrcial ;7ZZ O tilW 13 §U1101% C.•Mi..t.Ol O NMIr cMbtd it tl^/ q Q 0•s+, $V*40. C...._... �.. " .,+..._ of p*46WOW of 01161160*,yet" wdman•"pedly. 4.1^ O Now t"416W16"(40 sysl.m ptwlouoty mita"". ' O d EstWW"4r 0064"to tlrl•tltl0 syslom Q Caat-Spso4► 0 C"r" to.r: Cw Wft 1t O Am isell•gi v4subw Wel." MW 13 tlbwlu/ Q W N1110 0bulge" l +►I �•:••�,��•• T#W MAIOi ICOR 0!11 11N 0lKY Q /ftvApt s t�ssA�I LOW ewtolsm Q NAW poem mus ba" PW%A App we Imp- 0 opt• _ tl,rw t�Mrf�- . urs �, sovr�r Aft COWTMOMo AM >RO'RIti�AT10N >tf�vtn�st�ltr xw1lRr.r v.N. oNrttatMa >�xtwstr.r ,� °'�'� A�Mw1�sr lrtlllltlti► I �N/�fI1M mood Wooer %:�,rrttfiratr of Orrupaury CITY OF lftNil4 hak- Ma" Erparimrn# of 'Mixilbing Ansprruan This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification New Residential Bldg.Permit No. 10123 Atlantic Beach Group Type Copstrucfi n Fire District.. Forhwein Lonstruction Owner of Building _ Address 1855 Beachside Court Beachside BuildingAddtess_ _ ality_____..__ —. ---- Rene' Anizers By:—— 8— Building Official Date: POST IN A CONSPICUOUS P"Ca CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT i JOB LOCATION PERMIT# 1855 BEACHSIDE COURT SUBDIVISION 10123 ATLANTIC BEACH, FLORIDA 32233 OWNER NAME PHONE Y. LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE( QCLASS OF WORK CONTRACTbR PROPOSED USE BUILDING w NEW Z; SINGLE FAMILY` 0 WORK DESCRIPTION z INSPECTION REQUIRED INSPECTOR 13 FINAL BUILDING AM Z DATEINSPECTED BY APPROVED El REJECTED {� COMMENTS c-k. �;, CITY OF ATLANTIC BEACH BUILDING DEPARTMENT �( INSPECTION REPORT JOB LOCATION 1855 BEACHSIDE COURT PERMIT# 10123 ATLANTIC BEACH, FLORIDA 32233 SUBDIVISION v` OWNER NAME PHONEwt _ LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE BUILDING w CLASS OF WORK NEW oCONTRACTOR PROPOSED USE z SINGLE FAMIL a Z WORK DESCRIPTION 7 it INSPECTION REQUIRED 12 FINAL ELECTRIC INSPECTOR AM DATE INSPECTED L APPROVED REJECTED ' COMMENTS CITY OF ATLANTIC BEACH BUILDING DEPARTMENT t INSPECTION REPORT JOB LOCATION 1855 BEACHSIDE COURT PERMIT SUBDIVISION 10123 ATLANTIC BEACH, FLORIDA 32233 OWNER NAME PHONE LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE v CLASS OF WORK BUILDING CONTRACTOR PROPOSED USE NEW SINGLE FAMILY Z w 0 WORK DESCRIPTION Z' INSPECTION REQUIRED INSPECTOR 13 FINAL BUILDING AM ti c Z DATE INSPECTED S ��gy � `� ���! APPROVED REJECTED ❑ 5". COMMENTS V CITY OF 4&44dW' Aecc,4-&1&14k Office of Building Official REQUEST FOR INSPECTION Date ' ( } Permit No. Time A.M. Received P.M. District No. f S 4p,�1'akLa Job Address Locality Owner's 71,. :1 G f .,s Narrie 01ractor - -+ BUILDING CONCRETE ELECTRICAL PLUM 1 MECHANICAL Framing V(d-y-: Footing ❑ Rough Wiring Rough ❑ Air.Cond. Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Lintel ❑ Fire Placer"Su Pre Fab READY FOR INSPECTION,, ,-,1, C " Mon. /Tues. r 7Wed. ThursFriday 0I P.M. Inspection Made / P. Inspector Final Inspection❑ Certificate of Occupancy Date ADDRESS____ __a _ _ _ _ -�= ------------------------ CONTRACTOR___1 ---------------- OWNER ��� L�..�--- BUILDING aql� MECHANICAL PLUMBING 61-2 ELECTRICAL t ___q2 _ _ TEMP POLE___ ____ MISC_e) __________ ELECTRICIAN_ g DATE FAILED DATE PASSED TEMP POLE JEA FOOTING ROUGH PLUMBING _____w_____ SLAB ___________ __LQJ-l-YJff FRAMING ------ MECHANICAL/FIREPLACE ___________ TOP OUT PLUMBING ----------- ROUGH __ ______ROUGH ELECTRIC FINAL ELECTRIC �0 FINAL BUILDING ELEVATION SUBMITTED ----------- CERTIFICATE OF''OCCUPANCY ----------- DATE ORDERED ----------- DATE ISSUED ___________ UTILITY SERVICE AGREEMENT (Water and Sewer) THIS AGREEMENT entered into this _ day of 19t3 , I)e tween t h e City or At hm C i c Beach a Municipal corporation, hereinafter called "City", and ; corporation, its successors and assigns, hereinafter called "Developer", W I T N E S S E T 11 WHEREAS, Developer owns land in Duval County, Florida, +more particularly described as . 1_C -` k., refer to acreag , plat enginee ink g drawings, or legal descripti n as Exhibit A � W LA(Al 1 and WHEREAS, Developer plans to develop said land by constructing ' buildings,' ' , residences and/or other improvements thereon consisting of and WHEREAS, City is the owner of water and sewage treatment plants and water distribution and sewage collection systems in the vicinity of the property described above; and WHEREAS, Developer desires that City provide water and sewage collection service to said property and City desires to furnish same; and to them and to their occupants water and sewer service subject to all terms and conditions of this Agreement; and WHEREAS, in order to provide water and sewer services to Developer it has been or will be necessary for City to enlarge and expand its offsite water and sewer plants and facilities and it is the desire and intent of Developer to contribute financially to the costs of building such additional offsite water and sewer plants and facilities and to reserve capacity in City's water and sewage treatment plants so that City can provide service to .the Development without imposing a burden on its existing customers; NOW, THEREFORE, in consideration of the premises and other good and . valuable considerations and in consideration of the mutual covenants and conditions hereinafter contained, subject to any necessary approval by other governmental agencies having jurisdiction, it is agreed by the parties hereto as follows: 1. Developer agrees that City shall have the exclusive right to furnish water and sewer service to the real property described above and hereby grants to City . this exclusive right. to provide water and sewer service for all uses within all structures now or hereafter constructed on the real property described above. 2. City agrees that after Developer has connected to the systems of City, City will provide at its own cost and expense, water and sewer service to Developer's property in a manner conforming to the reasonable requirements of public or governmental agencies or parties having jurisdiction over City's water and sewer operations; provided, however, that such service shall be in accordance with other provisions of this Agreement, including City's rules and regulations and rate schedules. 3. In the event that Developer or assigns fails to complete construction of all improvements required to be built by Developer and Agreement under this provision, City reserves the right to negotiate with Developer a new agreement for any additional sums to be paid by Developer to City as plant capacity and service availability charges, fees or other charges based upon increases in the cost of living and/or such other factors as relate to the cost of supplying water and sewer service. 4. All taxes or charges imposed upon the property described above by any goveriunental entity or agency shall be paid by Developer except such part thereof that has been deeded to the City in accordance with tho terms of this agreement. 5. The rates charged by City for water and sewer service shall be in accordance with its rate schedule which shall be subject to change • from lime to lime. City shall have the right to determine reasonable meter size and location. G. Developer will grant to the City, at Developer's expense, adequate easements for water and sewer lines, for access to lift stations and water stations and related appurtenances. Said easements shall be transferable. Developer will also furnish title evidence satisfactory to the City that said easements are superior to mortgages or other interest in the land, and Developer shall cause any such mortgages to be released or subordinated to said easements. Casements will also be furnished to provide for onsite water distribution lines, including meters and sewage collection lines. Sites for lift stations and water stations and related appurtenances shall be conveyed by warranty deed in fee simple by Developer • to City. Developer will furnish City a warranty deed, title evidence satisfactory to City and any releases from lien holders for any sewage pumping; station and wntpr l to said state road right-of-way. Developer shall further grant to the City, its successors and assigns, the exclusive, perpetual right, privilege and easement to construct, reconstruct, operate, maintain, repair, replace, improve, alter, remove, relocate and inspect water transmissions and distribution mains, sewer collection mains, sewer lift stations, pipe lines, lateral lines, valves, connections and appurtenant equipment over, across and under the Developer's property, including the right to ingress and egress to each of the building sites on Developer's property which are served by City. All such easements shall have a .width which is acceptable to the City. 7. City does not guarantee an uninterrupted supply of water, or water at any particular pressure, and reserves the right to shut off the water in its main at any time for the purpose of making repairs or extensions of for providing temporary or emergency water supply. City will not be responsible for any damage caused by low pressure or interruption of service. Neither Developer nor any of its successors or purchasers shall discharge into the sanitary sewer system water from "non-domestic" drains including without limitation swimming pools, air conditioning condensation lines, cooling lines or other discharge from any type of equipment. City shall. not be obligated to furnish any water or sewer service to any building which is built on Developer's property to which the City does not have access. The Developer hereby agrees and warrants that the City will not be held responsible for flooding problems which may result from the failure of sewer line back flow preventor valves on Developer's property. The Developer hereby agrees to hold harmless and indemnify City for all costs and damages resulting from flooding due to .back flow preventor valve failure. 8. The construction and design of all facilities to be Developer or its contractor. Developer will pay the cost of all such construction. The Developer's engineer shall incorporate into the Developer's engineering design, plans and specifications the applicable standards and specifications of the City. 9. A. If the Developer modifies his development plans for Developer's property which would require greater water usage, greater fire flows, additional water facilities, greater sewage flows, or additional sewage facilities, than the water and sewer demands previously approved by the City, then the Developer must obtain approval by the City for the construction of such additional water or sewer facilities which shall meet all City and governmental design requirements. The Developer shall pay all additional contributions and fees as may be authorized by the City's' service availability policy which is in effect on the date said new agreement is executed. B. In addition to paragraph 9A above, any other change order between Developer and its utility contractor issued after City approval of original plans must be approved by the City before the change order is put into effect. C. City shall have the right to review the systems design drawing and specifications to ensure that they meet the requirements of the City. The systems design drawing and specifications are to be in accordance with the City of Atlantic beach requirements unless otherwise •specified by City or its engineer. U. The City also reserves the right to approve tl►e utility contractors to which construction bids are sent by Developer as well as the contractor to which the award is made. C. A representative of City or its engineers will be the .inspector of the project along wit]► the Develover's engineer. but City absolute and exclusive owner of the facilities of said water and sewer systems whether located on, under, above or outside of the property described and regardless of who may have installed or constructed same to the extent described below: A. All water mains, pipes, valves and fittings and appurtenances up to and including all meters shall be dedicated to and will be owned, operated and maintained by City.. All water pipes on the customer's side of the meter shall be owned, operated and maintained by the customer or its assigns. B. All sewer mains, manholes, pumping stations, force mains and appurtenances, including service pipes in public right of ways and dedicated easements, shall be owned, operated and maintained by the City. Except as provided in paragraph 9C, all sewer lines on the customer's side of the property line shall be owned, operated and maintained by the customer or its assigns. C. With reference to any blanket easements for multi-family projects such as apartments, mobile home developments, condominiums and PUD's or for commercial developments, all water mains to and including the water meter, all sewer mains, force mains and manholes in such blanket easements over private- property allowing utility operations shall be dedicated to and shall be owned, operated and maintained by the City except that the full length of sewer services from the sewer main or manhole shall be owned and maintained by the customer. All such City lines shall terminate with a manhole. U. Ey these presents, Developer hereby transfers to the City, the title to the water distribution and sewer collection systems to be installed pursuant to this Agreement, such conveyance to take effect without further action upon the completion and acceptance by City 11. Developer shall pay the City upon. execution of this Agreement the sum of 10� per water connection per equivalent residential connection (ERC) as an advanced deposit to cover engineering, plan review, inspection, test, legal and administrative expenses of City in connection with this Agreement. Developer shall also pay to City upon execution of this Agreement the sum of 10� per sewer connection per ERC as an advanced dcpos:it to ever enginecring, plus review, inspection, tests, legal and administrative expenses of City in connection with this Agreement. The charges for engineering and legal expenses and for engineer's inspection and plan review fee for non-residential units shall be based upon estimated cost to City: Actual cost will be determined and a refund or additional charge will be made for the difference between the advanced deposit as calculated above and actual costs. City agrees to .provide water and sewer service to the Developer's property in consideration for plant capacity charges, fees and other charges to be paid by Developer as follows: A. A water plant capacity charge at the rate of $20.00 per fixture unit. Such charges shall be due and payable as provided in paragraph 12. B. A sewer plant capacity charge at the rate of onethousand thirty five dollars ( 1,035.00 ) � per single family unit. Such charges shall be due and payable as provided in paragraph 12. C. A sewer plant capacity charge for any commercial customers on the land as described above at. the rate of • I 'a U. A meter installation fee to cover meter cost and meter ftallation (but not including curb stop or meter box) according to the City's service availability policy at the time of installation which currently is $85.00 per 3/4" x 5/8" meter E. I£ available, construction .water will be charged to building based on metered usage in accordance with current rates. F. hydraulic share of main extensions - payment or refund. 1. Developer recognizes that water or sewer utility service to the Developer's property.. is prgvided by the use of a main extension and other improvements constructed by a prior developer and that Developer is obligated to refund a said prior developer Developer's share of the cost of said main extension or other improvements. Accordingly, Developer shall pay its pro rata share of the cost of said' 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 this Agreement, the cost of Developer's said hydraulic share shall be $ payable upon execution• of this Agreement. 2. With respect to utility facilities installed by Developer to which future developers connect directly, and in consideration for monies expended by Developer toward said facilities, City shall refund to Developer, or Developer's successors or assigns, solely from monies collected from said future developers, said future developer's pro rata share of the cost of said facilities. Said refunds shall be calculated on the basis of the hydraulic capacity and demand of said future developer whenever .feasible. The refund obligation ,of City hereunder and the benefits to Developer related thereto shall expire at a cost of ,$ 12. All charges to Developer. shall be paid by Developer to the City in accordance with the following formula and procedures: A. The advance deposit for engineering, administrative and legal fees and the inspection and plan review fee upon the execution of this Agreement, a total of ; and B. Water plant capacity charge upon the execution of this Gk . Agreement, a total of , and C. Sewer plant capacity charge upon the execution of this Agreement, a total of ' • . . I/ and D. Meter installation fee according to the City's service availability policy at time of installation which currently is upon application for hook-up of individual lots, apartments, multi-family lots or units; and - E. Construction water based on meter readings in accordance with City's rate schedule; and F. Hydraulic share payment, in accordance with paragraph 11r-1 of this Agreement upon execution of this Agreement, in a total amount of $ and G. Service availability charges and other additional aids in construction in accordance with paragraph 11G of this Agreement in a total amount of $ 13. City agrees ;to connect individual buildings and structures on the developed property upon application by the builders, plumbers or individual owners subject to the operating rules and regulations of the City and payment of all fees and charges in effect on date of application and compliance by Developer with all provisions of this Agreement, 14. The charges, costs and fees for any separate emergency fire protection water systems, for subject project will be subject to negotiations between City and Developer. if buildings of more than two stories are a part of the project, Developer shall furnish at its expense water pumps and other appurtenances as necessary for pumping water above. 15. All plant capacity and service availability charges, fees and other charges as outlined above are based on normal domestic sewage defined herein as containing not more than three hundred (300) parts per million biochemical oxygen demand or three hundred (300) parts per million suspended solids. Whenever water which contains more than these amorous is to be admitted to the sewers, both the City and the pollution control agencies must specifically agree to the connection. An additional charge will be calculated in direct proportion to strength at seventy-five cents ($0...75) for each part per million of either biochemical oxygen demand or suspended solids over three hundred (300) parts per million. All such connections shall provide for a suitable point for the waste to be sampled by the City or the regulatory agencies. An additional charge equal to the pro rata share of any additional sewage treatment plant costs above ninety percent (900) treatment, and of the cost .of any additional required outfall pipes to __ may be reauired by rit-v subordinated to the terms of the Agreement and easements required Herein prior to any acceptance of the facilities by the City. 17. Upon application by owners, builders or their authorized representatives, the City agrees to connect .tile requested dwellings or structures on the said property at no additional connection fee (i.e. , in addition to those provided for above in this Agreement) , but subject to the continuing operating rules and regulations of the City including, without limitation, the periodic payment of the water usage and sewer usage charges in effect oil the date of such. application or thereafter reflected in the City's rate schedule. 18. This Agreement shall be binding upon and shall inure to the benefit of the Developer, City and their successors and assigns. However, in the event the Developer has not paid and delivered to the City the plant capacity and service availability charges, fees and other charges provided to be paid to tl►e City by Developer under the terms of this Agreement, and all easement and conveyances required by this Agreement, then this Agreement shall trot inure to the benefit of the successors or assigns of Lite Developer. 19, It shall be the responsibility, of 'Developer to locate for builders any water and sewer taps or lines necessary in conjunction with residential or conunercial construction. ' 20. Unless the damage to any onsite improvements are the result of the negligence or willful act of the City, its officers, or employees or authorized agents, the owner or Developer .of such property upon which the damage occurs shall be responsible for the ,payment to the City of such damage to City's property including all necessary and reasonable repalrs which must be made by Lite City or independent contractors enpaped by the r'i t.. to affn.•!• eis,.►, ,,....s �. prior hereto, for the payment of such necessary and reasonable costs and expenses for effecting such repairs and restoration t•o such onsite facilities located upon the owner's or Developer's property. Notice of such lien or claim on lien describing the real property and the amount owed may be filed within ninety (9o) days of the date from the last date upon which any such repairs or restoration were made by the City or its authorized representatives. Thereafter, the City shall be entitled to bring an action for the foreclosed under the laws of Florida. 21. Prior to final acceptance of the .utility and other public facilities improvements by the City the following requirements must be met at Developer's expense: A. If the property is platted, one copy of the recorded plat shall be furnished to the City. U. "As built" drawings of utility improvement shall be furnished one week prior to final inspection. ''As built" drawings shall be certified by a registered engineer with the cost being borne by the Developer. Two mylar and three printed copies of said' drawing shall be furnished to City. C. All lot corners shall be properly marked so that utility company or its engineer can, upon receipt of "as .built" drawings, verify the marked water and/or sewer services as to location and depth. In addition, for purposes of locating and protecting installed service lines and valves Developer or his contractor shall mark each service line and all valves with an eight (8) foot pressure treated wooden post in the manner as shown oil the design drawings and specifications. Developer's contractor is required to install curb stop, meter box and .valve box on each water service and valve as shown- on design drawings. • t irrevocable letter of credit, the terms of which will indemnify and save harmless the City from any loss, damages, costs, claims, suits, debts or demands by reason of defects in the workmanship or materials used in the facilities discovered within a period of one year from and after the date of acceptance by the City of the facilities. , F. A Bill of Sale for facilities from the Developer to City. , G. Conveyance of easements as required under this Agreement. 11. A deed for .any and all land on which lift stations or water stations or other improvements if required by City. 1. The title evidence, mortgage . releases and mortgage subordinations as required in this Agreement. . J. For onsite and offsite construction provide City an ' accounting of the actual costs (schedule of values) and releases of liens from utility contractors in such detail as the City requires. K. City shall have the right to refuse to accept title to Developer's construction until Developer's construction has passed certain tests, including, without limitation, closed circuit television inspection of tl►e gravity sewer lines, witnessed by a City representative, to determine whether the Developer's construction is constructed in accordance with tl►e approved engineering plans and Specifications. Said tests may be performed at -least three (3) times: the first test upon completion of tl►e system; the second test upon completion of all building, roads, paving, drainage, and all construction within the right-of-way casement- area of adjacent areas. A third test shall be required if the City deems it necessary within a one (1) year period after acceptance. L. Letters of acceptance from' the appropriate regulatory agency for the water and/or sewer systPrn 13-re �.,....:-_� . -• 22. All notices that may or must be given under this Agreement shall be in writing and shall be valid if mailed by United States registered or certified mail, postage and charges prepaid from addressed as follows: To Developer.: To City of Atlantic Beach City Manager 716 Ocean Boulevard Post Office Box•25 Atlantic Beach, Florida 32233 IN WITNESS WHEREOF, the parties hereto have executed this Utility Agreement the day and year first written above. Signed, led and delivered in the re ence of: Developer Witness City of At a tic Beach Witness BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested : Building Contractor: Building Permit Number: /o/ 3 Address: I P46- �&A, OkOIAQ, C,_/f Legal Description: pA - 9k l� IGC? Improvements to the above described property have been completed in accordance with the termso the permit and is certified to be ready for occupancy as -- - `� -- . CC Lowest Floor Elevation: � • �J required as built n/a Sales Tax Certificate: 4 date submitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY: Fire Chief --------------- --------------- --------- ublic Works anning Director --------------- --------------- --------- '.lding Inspector BUILDING 10123 i - EACH,FLORIDA PERMIT NO. TO BUILD _',,4T MUST BE POSTED ON JOB 4 Date 9-27- 19_8 -401,00 T Valuation$ 95,151.50 Fee$ 342.00 3112*001-KT G909 1 A 91'G/8 fThis permit not valid until above fee has been paid to City Treasurer,and is a f10CA subject to revocation for violation of applicable provisions of law. }` 9f 040/s This is to certify that Frohwein Construction lnnTf Lic. # +CBCO22208 1824 Oceangrove Drive, AB, FL. has permission to build Single Family Home Classification ResBdeatial Zone RG2 Owned by Frohwein Construction Lot_ 9 Block 1 S/D Rparhaidr 1855 Beachside Court House No. 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 �`from this work,must not be placed in'-p in-public space, and must be cleared up and,hauled'away by either con- tracto oiC owner B ' in Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER 2 e CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT �J SEP 22 1988 Required Submittals: Building and Zoning 1. Two complete sets of plans 2. Detailed site plan including setbacks and utilities 3. Recent survey 4. Florida Energy Efficiency Code Sheets 5. Contractor's license on file Inspection Schedule: 1. Footing 2. Rough Plumbing 3. Slab 4. Framing, rough electric, mechanical, top out plumbing, fireplace 5. Final inspection 6. Certificate of Occupancy inspection Requests for inspections will be accepted Fromm 8:00 am until 4:00 pm. All inspections will be made the following working day between 8:00 am and 4:00 pm. In case of rejection, re-inspection must be called for after corrections are made. There will be a $10. 00 charge for all re-inspections, to be paid in cash before the re-inspection is made. Pour no concrete or cover up any work until the building card is signed by the inspector. You will be required to uncover any work that has not been inspected. TI BUILDING CARD MUST BE POSTED OR NO INSPECTION WILL BE MADE Building Department h� 716 Ocean Boulevard 1� Atlantic Beach, Florida 32233 249-2395 page 1 k , CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT OwnerrR-OEfwVri1✓ (rc�o�s72u�r,�..�.vG Address/8Z0 Oe,5ar �IedeS �ip 3zL33phone------ `- ---------------------- ------ - ArchitectAddress---f zip b6 ts7_phon 203 6 3zOS-co Contractor�4 %4 � 6o v5*1uc{'d�Address /BZO � ^'��o����?_zip 3 33 phone 2 69 S9 Contractor's License numbers C o a.2Z oD f 0 ---expiration- C- 30- 8 4 __ ----- -------- / Lot__?----Block or Section__ /------Subdivision 73,5.4c H S Zoning___�J_-_' KsioE u41 between 7 *� / Street,��A� � --------------and__/_--��---------side Type Construction l'R.4.M� Ow S4,¢6 No. Units________No. Fireplaces Purpose of Building_��S/_� _ __Est. Valuation $ ___________ ------ ------- Utility Method - Water_r�±�L!� Sewer- of(?Cd, ewer_of2Cffj -"Zi Dimensions - Building_44X30__----_Loto7.S7x/01,32 Size Footings_/0'�Zo ------------- ---- Sz. Piers------------ - --------- Sz. Sills __Greatest Span Sills - --------------- Sz. Ceiling Joists Z xi2 Distance on Centers_ ¢=` Greatest Span /o , Sz. Floor Joists T2u5SEs _ Distance on Centers_ z_¢_ Greatest Span?o'___ - ----- - - - - Sz. Rafters -2->,- -Z_ __Distance on Centers-_Z--.y- 11___Greatest Span_io'___ ``// Method of Heat ingf�, Tfk.+,eSolid or Filled Ground m�/-____Roof Flood Zone__C__If located within a FLOOD HAZARD ZONE complete page 3 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of Atlantic Beach. The contractor agrees at its expense to provide the necessary access to the properties being developed over dedicated City rights-of-way and to clear, clean, grade, and drain said right-of-way to City specifications. Signature Owner ___Date_ 9_ZZ Signature Contractor__ i_ _-_r- page Date____ 2 000013 DEPARTMENT OF BUILDING CITY OF ATLANTIC,BEACH ._ PERM I T INFORMATION, 77-7 'Permit Iru�nb x t >� Acl r fit& x lays SEACHOIDE COURT 'ATLANTIC BEACH, "GIFIAA233 PLUMBMGP it Typo , .LEGALDESCRIPTION Class of 'Work s NES Lot: Block t Sectiont tr. Type30 ConePlot 8001cs P g +x P + prr ct U&402 SINGLE FAMILY , Bubdivi z rss IC3EACDSIDE L,�w el:l i nO8 3 0 C+�d s O � OWNER INFORMATION Eati-matey# 'V U*1 $0.00 Ltpat. Coati ~ HomesF`RI]IWE B CONSTRUCTION Total Foes: *62. 50 Address', 18-55 LIIwACILS�t)E COURT C1 Ir Js a ' $fat.5O ATLANTIC BEACH, F°LORIIDA 32233 �ipoCa Phones KELLOW P, j'%PACT FEEQ, flC1 Y,� < SEWER IMPACT PER 0. 00 WATUR NXT cw � B 1 'r a � � A RC9 R� . � y � 'CATER TAP` ! � a` SEWER TAP 40. 00 A. ��..} HYDRAULIC. $01,00. .: ... RE- INSPECT IFEE $0. 00 ; - C3TBER .04 k sO. cp * [ �, deg j d ppY 04 NOTES,:NOTES,: ` I 1 NOTICE ALLCONCRETE,FORMS AND FOOTINGS MIDST 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 i CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER, ;FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN 'I THE PROPERTY:OWN ERPAYING TWICE FOR BUILDING IMPROVEMENTS." ' ICED ACCORDING. TO APPROVED PLANS WHICH ARE PART OF THIS'PERMIT AND SUBJECT TO REVOCATION FOR I ,M6LATION OF APPLICABLE PROVISIONS OF LAW. i ATLA EACH BUILDING,DEPARTME s: BY. 04 1 Iva t '...o- 000013 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH r'• 9ti,9 s k3 x9i#tff i3 I!. AT f4'r kt;'F k,#:A9'sld #'+l9 •31'94. drsYraE�.. ##f•<�-#I° if#(.x k„k:.�sr3.l_: Y.�#",',t.F'# f�# ItatJ 33 if j 3 4 .r_. F ''.'A #•.•.; ;,1,cat �.f..<.# i I ai.a, a ra"t I'HIi",f� k IfF'�::3! Iii AT 9 9)I# #detpa .�-� , a;d:�.F� r d;, A'ss.° k�E+3ttra-�: F'4t�.#€E�fk11P•aI t t#t�! i #�k # i 73_�Id l.3,9a.,.,,;, ", €. v #f".'s"#I.fi; € tk "# �r f, ,79i� r�779 �#n `eh! _:.. �'It.x i3�I'I,.1�15FI .�.�... #."S 6:.t'49 [t:Priol - . ... _ € um 9 It T t � •4�'h P ADO 11 0 V ATF P TAP k#£ V k A#,fk:.It, .,a It AR f. NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLA ZEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION Z9S`S� 4�ze--Xs-oVe, 0� PLUMBING CONTRACTOR/ o w-) ��- wm LICENSE NUMBERS F,_ OWNER BUILDING CONTRACTORi� u�cz,.�., -► . �o TYPE OF BUILDINGges SINKS Z- SHOWERS LAVATORY WATER HEATERS C BATH TUBS DISHWASHERS URINALS DISPOSALS _CLOSETS _WASHING MACHINE FLOOR DRAINS OTHER Z�TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE . .r 000 .10 . DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH �.� PS011IT INFL#If MATIFJ11 LOCATION` INFORMATION TM k 1'oriwit Numbers, 1,10 ddro sees IS55 BEACHBIDE COURT Pwrait TyIPE't NEC A►N,ICAL ATLANTIC $EACH, FL.ORIDA '32233 Cl r�r of Int r1 �1EW _� _ LEGAL. DESCRIPTION C rnatr. "1` ' Ct t Blocks Sect3 on$ P"po d Usiso i SINGLE FAMILY Plat Book s Paoli 3 0 Ove,11inga s O Codes 0 ubdivis9.on x BEACHSIDE Vati etod Valuv3 *0.00 OWNER NFORHATION _:..�,...�._--- Xmprov Costs *06 00 '$soot FRIHW1"IR CONSTRUCTION Total F 046.00 kddr 40% 1855 BEACUBIDE COURT A,x s a r $46. 00 ATLANTIC BRACH, FLORIDA 32:233 Work DIR , y "':(CATION FEES ----- OCEAN l RMiv $46,00 4640 A`1"ER IMPACT FEE $0. � f r R4PEF;� IMP, *0 ' r�t �4t > y �yp+� �a 4y"tkw may * f�V �„�7�c7w . ♦ �Ga a +PO. Oi ( 1� A DON OAS' �-� X0.00 ATER ,TAS' $0. 00 EWeR TAP , ,. • rvfl1 YDOAULIC SHARE *0.60 B�,,A �`� E`I1i15P `CT FEE *O. OO ' k *� $ T11�e.1R iV. "A . ' faq ! ' NOTES: NOTICE ALL CONCRETE FARMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMITVOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE f CLEARED UP AND'HAULED AWAY BY EITHER;CONTRACTOR OR OWNER. FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN TPROPERTY OWNER'PAYING'TWICE POR BUILDING IMPROVEMENTS." HEE is ISSUED ACCORDING TO APPROVED,PLANS \NHICH'ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. y ATLA '' ILDING DEPARTMENT r Ba BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT -IN NUMBER IMPORTANT - Applicant to complete all items in sections I, II, III, and IV. 1... LOCATION StreetAddress: 1515!5 OF Intersecting Streets: Between And BUILDING Sub-division II. IDENTIFICATION— To be completed by all applicants , In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance With the attacked plans and specifications which are a.part hereof and in accordance with the City of Jacksonville ordinances and standards of good..practice listed therein. Nana of Mechanical ContractorsContractor )Pint) Master Nome of Property Owner Q �i Signature of Owner Signature of or Authorized Agent Architect or Engineer IIL �N - DN A' type of heating fuel: B. XEl" Mc IS OTI4ER CONSTRUCTION BEING DONE ON �--THIS BUILDING OR SITE? C Zj ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES. GIVE NUMBER OF CONSTRUCTION Q Oil PERMIT Cl Other Specify a IV. MIGfANICAi. EQUIPh/ENT TO N INSTALLED NATURE OF WORK (PmvW@ complete list of components on back of this foram) ' Residential or ❑ Commercial Moat ❑ Space 0 Recessed K Cenhel O Floor X New Building Air Conditioning: ❑ ` Room XCantrel ' I( ❑ Existing Building Duct : Mnterliali pt2c R = fi r,. ❑ Replacement of existing system Maximum capacity e.f.m. New installation(No system previously installed) ❑ Refrigeretion Extension or add-on to existing system ❑ ,Cooling:tower: Capacity g.pm. Other— Specify Q Fin sprinkles: Number of hoods CI Elevator ❑ Monlift ❑ Escalates (number) THIS SPACE POR OFFICE USE ONLY 0;Gasoline pump (number) (beniw/) 0 T (number) Remarks O 'LPG contain*K (number) Uefiredpreswre vessel Q Foibles Permit Approved by Das• Other — >P*Citi Permit Pirr ALL EQUIPMENT Alli CONDITIONING AND REFRIGERATION EQUIPMENT AppMvbg NUMber Valtn Dowrlptlon Model Number Iicanufaalurar (TboB)Y EA CITY OF ATLANTIC BEACH, FLORIDA Approv"by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: �o -5— 19-14 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 IRM: MASTER ELECTRICIAN I NA NAM J ADDRESS:,��S '1 � 4 RFD BOX BLDG.SIZE BETWEEN: RES.( ) APT. ( ! COMM.( ) PUBLIC ) INDUS.! ! NEW( ) OLD( ! REW.( ) ADDITION'( ) TRAILER{ } TEMP.iii SIGNS ( ) SQ. FT. SERVICE: NEW( 1 INCREASE ( ) REPAIR ( ! FEE tX WffOR SIZE AMPS COPPER ALUM.SWI �, D TCM OR BREAKERS AMPS PH w 13e2 VOLT RACEWAY KIST.SERV.SIZE AMPS PH W VOLT RACEWAY :FEEDERS NO $ILII NO. SIZE N0. SIZE CONCEALED OPEN TOTAL ctesttTt►tc out�'[S TOTAL CONCEALED OPEN RECEPTACLES 0.90 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED o.�oo S. OVER SELL TRANSF. APPLIANCES AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: "KW-HEAT 0OVER �1 H.P. VOLTAGE PHS NO. 1 N.P. VOLTMOTORSAGE PHS MISCELLANEOUS CITY 4F 716 OCEAN BOULEVARD P.O.BOX 25 - `- ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 DATE: _ _� � CJ PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: ---- ------ ------------------------------------------------- ------ ------------------------------------------ --7 ---------------------------------------7--------- ------ ------------------------------= _ --------------- SINCERELY, ^ _ BUILDING INSPECTION DIVISION cc: FILE APPLICATION FOR WATER METER DATE:--- 1`-�71 ys___--- CONTRACTOR: &'yut=--------------------------- 1?¢� �__ nn�yy < BILLING ADDRESS:---L � -- -L,;.ga'✓_'�_ --------------- SERVICE DDRESS:__ ��� _�___________________ LOT._ -- BLOCK:_- ....UNIT:---------SUBDIVISION:_&------ ACCOUNT NUMBER: aqv 9-1 ----- -------------- METER SIZE: I HEREBY REQUEST THAT A WATER METER BE SET AT THE ABOVE SERVICE ADDRESS. I UNDERSTAND THAT I WILL BE BILLED FOR TEMPORARY CONSTRUCTION WATER UPON SETTING OF THE METER. I FURTHER UNDERSTAND THAT I AM RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE METER, BOXES, VALVES, 4NES, AND ANY PARTS THEREOF, UNTIL PERMAN T ATER SERVICE }YS BEEN ESTABLISHED BY THE CUSTOMER. CONTRACTOR - ----- ILT ---------------------- TY OF AIC BEACH i City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee i FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXEDIAT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. i __ BATHROOM GROUP CONSISTING OF > _SERVICE SINK TRAP STAND tt WATER CLOSET, LAVATORY & BATH G (8) TUB OR SHOWER STALL (6) ' WATER CLOSET VALVE _____WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINALIWALLLIP (4) _____SHOWER GROUP PER HEAD (3) _FLOOR DRAIN ( 1 ) TALL DOMESTIC (2) -----SHOWER S ! _LAUNDRY TRAY (2) ___4_LAVA'PORY ( 1 ) � COMBIN�TION SINK AND TRAY (3) I ___,J�_WASHING MACHINE (3) _____POT, SCULLERY SINK (4) t DISHWASHER (2) ---- _____WASH SINK EACH SET OF _-- ; FAUCET$ (2) __ KITCHEN SINK (2) i DENTAL LAVATORY ( 1 ) ___,_KITCHEN SINK WITH WASTE GRINDER (3) ____ 'DENTAL UNIT OR CUSPIDOR ( 1) _____BIDGET (3) _____URINAL STALL, WASHOUT (4) -____FLUSHING RIM SINK (8) _____COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) _____URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) ____DRINKING FOUNTAIN (1/2) _____LAVATORY, BARBER/BEAUTY SHOP (2) _____LAVATORIY, SURGEONS (2) _____SURGEONS SINK (3) _____ICE MAKER ( 1/2) WET BART (2) TOTAL FIXTUREUNITS__ -_ @ $20. 00 EACH JOB INFORMATION ' --------- PLANS REVIEW CHECK LIST Address-JOwner ---------- Le al Description =, _ p` Contractor-- ------------ License Number License on File YES NO Section 24_101 * Zoning RRg2j/a§tions , Zoning District__-- C __ Proposed Use Required Lot Size_ Actual Lot Size_ 3 Setbacks ,Required Provided9t q �,� �Gl� � Section 24_17 front __ � __ _Ife_T _ _ `r"` G CORNER LOT t INTERIOR LO_T � rear --__�U-- _��-- .- Flood Zone________________ side-1 Required Elevation aide-2 ---�-,�--- --- -�`�-- � Max. Height Allowed__ Proposed Height_ ✓ Section 24_82 * Minimum Lot Coverage Required Heated Area _/ f}�T1_7�__ Proposed Area Section 24_161 * Offstreet Parking / Number Spaces Required e�:7> __ Spaces Provided Section 24_82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES,'` NO ' Utilities Water and sewer service is to be provided by: ____ Buccaneer Utilities City of Atlantic Beach Utilities _____ Private Source SEPTIC TANK WELL Plans Reviewed by: U�_ ------Date Building Permit #__� 1L _ ISSUED DENIED r Address4�j _ Heated Square Footage �� /� @ $ © -9--per sq ft = $ Garage/Shed O @ $ / � per'sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: Total Valuation 1st $ Q _ Remainder Valuation pert ousan oar portion thereof --------------------------------P----------- Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED ; + 2 Filing Fee $ Q Z i Mechanical ; Fireplaces @ 15.00 $ 7,5 BUILDING FEE $ Plumbing i _ UNDER-ROOF "�� " Electric/New @1¢/1000s ft ------------------------ Electric/Temp FLOOR SPACE a• Septic Tank BUILDING PERMIT $ �' Well WATER METER CHARGE $ �CXR Stivunning Pool SEWER IMPACT FEE $ �2 A:- ov Sign WATER IMPACT FEE $ Water Connection MISCELLANEOUS $ Sewer Connection $ '3 7 Water Meter $ Elevation Certificate GRAND TOTAL DUE $ ----------------------- ------------------------------------------------------------------CALCULATIONS and/or NOTES MAP SHOWING SURVEY OF LOT BLOCK ACCORDING TO MAP RECORDED IN PLAT BOOK PAGE 14 44 c OF THE CURRENT PUBLIC RECORDS OF Cy-lv4if COUNTY, FL. DATE /999 SCALE: I"-- FOR 33 i 7.`s i.li I V4 kp 3 kp 03*1'? 00 49 15-Al c-;= IN 4, APPROV15D k3 kL CITY OF ATLANTIC BEACH PLANNING b ZONING OFFICE 0 T __ ,— 21FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION - ~ Section 9 Compliance Program--Residential Point System Method Version 1. 05 March, 1987 Department of Community Affairs Printout Submitted in lieu of Form 900A-86 _______________________________________________________________________________ PROJECT NAME: \ PERMITTING OFFICE: ------------------------------ | -------------- AND ADDRESS: \ CLIMATE ZONE: 1 2 3 ------------------------------ / -------------- BUILDER: / PERMIT NO. : ------------------------------ } -------------- OWNER: } JURISDICTION NO. : ______________________________ I _______________________________________________________________________________ BUILDING OFFICIAL COMPONENT VALUE CHECKLIST WINDOWS Double Clear Total Area: 350. 0 WALLS 1. Ext Wood Frame Area: 1606. 0 R-Value: 11. 0 2. Adj Wood Frame 'Area: 278. 0 R-va1ue: l �. o --------------- CEILINGS --------------- 1. Single Assembly Area: 645. 0 R-Value: 26. 0 2. Under Attic Area: 211. 0 R-Value: 30. 0 3. Under Attic Area: 798. 0 R-Value: 30. 0 _______________ FLOORS I. Slab-on-Grade Perim: 225. 0 R-Value: 4. 0 2. Rsd Wood Area: 332. 0 DUCTS R-Value: 19. 0 ___________ _ - -- Uncond. Space Length : ALL COOLING R-Value: 4. 4 _________ _ - ---- 1. Central A. C. SEER: 9. 30 HEATING 1. Heat Pump COP: 3. 00 � HOT WATER --- Bedrooms: 3 1. Electric EF: 0. 93 INFILTRATION ------- Practice: 2 Conditioned Floor Area: 2103. 0 AS BUILT POINTS ' / BASE POINTS * 100 / 37996. 4 38417. 1 9 � ** ,PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences) ** COMPONENTS SECTION REQUIREMENTS =============================================================================== WINDOWS 904. 1 Maximum of 0. 5 CFM per linear foot of operable sash crack. _______________________________________________________________________________ EXTERIOR & 904. 1 Maximum of 0. 5 CFM per sq. ft. of door area. ADJACENT DOORS Includes sliding glass doors, solid core, wood panel, insulated, or glass doors only. _______________________________________________________________________________ EXT. JOINTS & 904. 1 To be caulked, gasketed, weatherstripped or CRACKS otherwise sealed. _______________________________________________________________________________ WATER HEATERS 904. 2 Must bear label indicating compliance w/ASHRAE standard 90 or comply with efficiency and 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 and heated pools must have covers (except & SPAS solar heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 75% _______________________________________________________________________________ HOT WATER 904. 4 Insulation is required only for recirculating PIPES systems. In such cases, piping heat loss shall be limited to 17. 5 BTU/H/Linear Ft. of pipe. _______________________________________________________________________________ SHOWER HEADS 904. 5 Water flow must be restricted to no more than 3 gallons per minute at 20 to 80 PSIG. _______________________________________________________________________________ HVAC DUCT 903. 2 Constructed in accordance with industry CONSTRUCTION 904. 6 standards & local mechanical codes. Ducts in Unconditioned space must be insulated to minimum R-4. 2 & joints must be sealed. _______________________________________________________________________________ HVAC CONTROLS 904. 7 Separate readily accessible manual or automatic thermostat for each system. _______________________________________________________________________________ CEILING INSUL. 904. 9 Minimum R-19. ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** =============================================================================== COMPONENTS REQUIREMENTS =============================================================================== PRACTICE #1 Comply with Infiltration Prescriptives in above table. _______________________________________________________________________________ PRACTICE #2 Comply with Practice #1 and the following. _______________________________________________________________________________ Exterior Walls & Floors Top plate penetrations sealed. Infiltration barrier installed. Sole plate/floor joint caulked or sealed. Exterior Walls & Ceilings Penetrations, joints and cracks on interior surface caulked, sealed, and gasketed DuctWork Ductwork in unconditioned space must be sealed. Fireplaces Equipped with outside combustion air, 000rs, ~ and flue dampers. Exhact Fans Equipped with dampers. Combustion devices see 903. 2 M . Combustion Appliances Provided with outside combustion air. _______________________________________________________________________________ In Accordance with Sec. 553. 907 F. S. , \ Review of the plans and specifications I Hereby certify that the plans and \ covered by this calculation indicates specifications covered by this calcu- \ compliance with the Florida Energy lation are in compliancewith the | Code. Before construction is completed Florida E i this building will be inspected for / compliance in acco | 553. 908 F. S. | OWNER/AGENT: _ _ � �= ___ i BUILDING OFFICIAL: | | DATE:__ / —�' \ DATE:_____________ ` _-"_ ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* === BASE === | === AS-BUILT === =============================================================================== GLASS------------ } ORIEN AREA x BSPM = POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS _______________________________________________________________________________ N 70. 0 38. 3 2681. 0 1 DBL CLR N 20. 0 38. 3 0. 96 734. 1 ! DBL CLR N 20. 0 38. 3 0. 92 702. 2 1 DBL CLR N 15. 0 38. 3 0. 88 504. 9 } DBL CLR N 15. 0 38. 3 0. 90 517. 7 E 98. 0 79. 7 7810. 6 | DBL CLR E 20. 0 79. 7 0. 82 1303. 5 1 DBL CLR E 60. 0 79. 7 0. 87 4176. 3 ( DBL CLR E 18. 0 79. 7 0. 91 1300. 7 SE 18. 0 79. 1 1423. 8 | DBL CLR SE 18. 0 79. 1 0. 88 1256. 1 S 74. 0 66. 2 4898. 8 | DBL CLR S 18. 0 66. 2 0. 84 1000. 9 | DBL CLR S 40. 0 66. 2 0. 92 2435.�2 | DBL CLR S 16. 0 66. 2 0. 88 934. 0 SW 41. 0 79. 1 3243. 1 l DBL CLR SW 18. 0 79. 1 0. 88 1256.`1 | DBL CLR SW 15. 0 79. 1 0. 85 1014. 3 \ DBL CLR SW 8. 0 79. 1 0. 71 449. 9 W 22. 0 79. 7 1753. 4 / DBL CLR W 16. 0 79. 7 0. 77 987. 7 | DBL CLR W 6. 0 79. 7 0. 72 342,6 NW 23. 0 57. 7 1327. 1 } DBL CLR NW 15. 0 57. 7 0. 88 76 3 2 | DBL CLR NW 8. 0 57. 7 0. 78 36 . 9 HOR 4. 0 66. 2 264. 8 | DBL CLR HOR 4. 0 267. 0 1. 00 106 . 0 ----------------------------------------------------------------------------T-- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS i GLASS AREA AREA FACTOR POINTS POINTS \ POINTS _______________________________________________________________________________ . 15 2103. 0 350. 0 0. 901 23402. 6 21092. 4 1 21108. 3 =============================================================================== ` AREA x BSPM = POINTS } TYPE R--VALUE AREA x SPM = POINTS __________________________________________________________________________4____ WALLS----------- \ ` Ext 1606. 0 0. 90 1445. 4 1 Ext Wood Frame 11. 0 1606. 0 1. 70 2730. 2 Adj 278. 0 0. 70 194. 6 | Adj Wood Frame 11. 0 278. 0 0. 70 194. 6 | DOORS----------- | � Ext 40. 0 7. 70 308. 0 | Ext Wood 40. 0 7. 70 308. 0 Adj 18. 0 2. 90 52. 2 | Adj Wood 18. 0 2. 90 52. 2 > CEILINGS---------- \ UA 1528. 0 0. 60 916. 8 i Single Assembly 26. 0 645. 0 1. 20 /774. 0 ) Under Attic 30. 0 211. 0 0. 60 126. 6 | Under Attic 30. 0 798. 0 0. 60 478. 8 | FLOORS---------- | ' Slb 225. 0 -37. 00 -8325. 0 | Slab-on-Grade 4. 0 225. 0 -36. 70 -8257. 5 Rsd 332. 0 -3. 99 -1324. 7 ) Rsd Wood 19. 0 332. 0 -1. 10 -365. 2 ( INFILTRATION--------- } 2103. 0 8. 00 16824. 0 1 Practice #2 2103. 0 8. 00 16824. 0 =============================================================================== TOTAL SUMMER POINTS | 31183. 7 1 3 74. 0 ========================================================================= ==== ( TOTAL x SYSTEM = COOLING } TOTAL x DUCT x SYSTEM x CREDIT = CQOLING SUM PTS MULT POINTS I COMPON MULT MULT MULT POINTS _______________________________________________________________________________ 31183. 7 0. 46 14344. 5 1 33974. 0 1. 135 0. 368 1. 000 14190. 2 •�••iE••kF#•dF•##••#•#;;ik#••#•#•#•#•#•#•#•:�iF#•#•#•#•##•#•#•#•#•1E•.�•34•#••#••#•if••DF#•#•9r#••if••#••ik•iF#•#•i4••�••3F#••3E•?E•34••ir•#•#••#•#•:�.•3E•#•#•#•#••�••#•#•#•##•iF•34#•#•#•#•#• WINTER CALCULATIONS L=EASE AS-BUILT =_ _ GLASS___-_-__- -_-__._..._-_ -- I ORIEN AREA x BWPM = POINTS I TYPE SC; ORIEN AREA x WPM r: WOF = POINTS __._ ___._.__.._70. 4Y'_--- 7 . 3 511. 0 1 DBL CLR N 20. 0 7. 3 1. 06 155. 1 1 DBL CLR N 20. 0 7. 3 1. 12 163. 7 1 DBL CLR N 15. 0 7. 3 1. 18 128. 8 1 DBL CLR N 15. 0 7. 3 1. 14 125. E=. 98. 0 -9. 2 2 --901. 6 1 DBL CLR E 20. 0 -9. 2 0. 51 -93. 4 1 DBL CLR L_ 60. 0 •-9. 2 0. 65 --360. 6 1 DBL CLR E 18. 0 -9. 2 0. 74 -122. 0 SE 18. 0 --22. 7 --408. 6 1 DBI_- CLR SE 18. 0 --22. 7 0. 88 •-360. 5 S 74. 0 -28. 4 --2101. 6 1 DBL_ CLR S 18. 0> --`8. 4 0. 92 -472. 6 1 DBL CLR S 40. 0 -28. 4 0. 96 -1095. 4 1 DBL CLR S 16. 0 -28. 4 0. 95 -431. 1 SW 41. 0 -cc.. 7 -930. 7 1 DBL CLR SW 18. 0 -22. 7 0. 88 -360. 5 1 DBL CLR SW 15. 0 -22. 7 0. 85 -291. 1 1 DBL CLR SW 8. 0 -22. 7 0. 68 --123. 5 W 22. 0 -9. 2 -202. 4 1 DBL CL R W 16. 0 -9. 2 0. 39 -58. 1 1 DBI_- CLR W 6. 0 -9. 2 0. 24 •-13. 0 NW 23. 0 4. 6 105. 8 1 DBL CLR NW 15. 0 4. 6 1. 30 89. 5 1 DBI__ CLR NW 8. 0 4. 6 1. 50 55. 3 HOR 4. 0 --28. 4 -113. 6 1 DBL CLR HOR 4. 0 -57. 7 1. 00 -230. 8 . 15 x COND. - FLOOR / TOTAL GLASS = ADJ. x GLASS - ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS I POINTS _..- _.___.___-_--.___-____.-___-________-_...._ . 15 2103. 0 350. 0 0. 901 901 --4041. 7 -3642. 7 1 -3294. 8 8 i AREA x BWPM = POINTS I TYPE R--•VALUE AREA x WPM = POINTS -------------------------------------------------------------------------------- WALLS-_-_-_____-___-_-___._ I Ext 1606. 0 2. 20 3533. 2 1 Ext Wood Frames 11. 0 1606. 0 3. 70 5942. 2 Ad j 278. 0 3. 60 1000. 8 1 Ad.j Wood Frame 11. 0 578. i i 3. 60 1000. 8 8 I DOORS-______________..._ I Ext 40. 0 15. 40 616. 0 1 Ext Wood 4.0. 0 15. 40 616. 0 Ad j 18. 0 13. 30 239. 4 1 Ad j Wood 18. 0 13. 30 239. 4 I CEILINGS------------ UA 1528. 0 1. 20 1833. 6 1 Single Assembly 26. 0 645. 0 1. 30 838. 5 1 Under Attic 30. 0 211. 0 1. 20 253. 2 1 Under Attic 30. 0 798. 0 1. 20 957. 6 FLOORS---._- -__-_._____.- Slb 225. 0 8. 90 2002. 5 1 Slab-on-Grade 4. 0 225. 0 8. 45 1901. 2 Rsd 332. 0 0. 96 318. 7 1 Rsd Wood 19. 0 332. 0 1. 90 630. 8 1 INFILTRATION---------- 2 NFILTRATION-._._..._--_.__.___._-- c10;x,. 0 7. 40 15562. 2 1 Practice #kms.: 2103. 0 7. 40 15562. 2 TOTAL WINTER POINTS I 21463. 7 1 24647. 1 I TOTAL x SYSTEM - HEATING I TOTAL x CAF-' x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS -___..._-0 - - - -- 214G3. 7 0. 59 12663. 6 1 24647. 1 1. 000 1. 135 0. 465 1. 000 13008. 1 •#•##•3F•)F•#•#�_'#•#•##•DF##•3E##�fF#•if•3E•######•3f•##•7E•�•#•i#�96•�•96#••�•iF•i�••Yr#•#••Xr•34•##•#F##•�•.*.######•�••�••�••'sF•�'c#############•3f• WATER HE=ATING ERASE_ =_- _ I _._... AS--BUILT NUM OF x MULT TOTAL I DESCRIPTION EF CAF=' x MULT x CREDIT == TOTAL DEDRMS I RATIO MULT -------------------------------------------------------------------------------- 3 3803. 0 y 1 1409. 0 1 Electric 0. 93 1. 000 3599. 3 3 1. c:0 10798. 0 ##•�••k•#•#•##•ls•###ii•###i§•3f•#-rR•#�•#�•#•�•###�•#-##•�•#�i•�•3�•#�••k•ae••��#•�••#••!e•�•#�•�:••k•#•�•-�••�•34•#•#••#•#•Dt•#####•16•#•#�•#�•###### SUMMARY BASE -__._- I ____: AS-BUILT --- - COOLING HEATING HOT WATER TOTAL- I COOLING HEATING HOT WATER/ TOTAL POINTS POINTS + POINTS POINTS I POINTS + POINTS + POINTS POINTS ------------------------------------------------------ _.--___._-__-.. 14344. 5 12063. G 11409. 0 38417. 1 1 14190. 2 13008. 1 10798. 0 37996. 4 EPI = 98. 9 # •#•##•�•�4••�••�•ai�#i�••�•#•�•fie•#�f•�•