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Permits 1640 Beach Ave PERMIT WORKSHEET JOB ADDRESS L' �'� PN-U TYPE WORK VJ F PROPERTY OWNER �� . U�- TELEPHONE �' _ 3 S 15 CONTRACTOR-De-c,\-v-) D v 1-5 TELEPHONE 1-2,2 L 2- PERMIT PERMIT NUMBER 2- 2 S 3 DATE ISSUED!I`� 3 �23 INSPECTIONS: FOOTING SLAB z t!-a �z TIE BEAM LINTEL NAILINGISHEATHING 3 y3 FRAMINGICOVER UP INSULA110 457 1 G, FINAL BUILDING CERTIFICATE OF OCCUPA CY1 I;z-1 k TREE PERMIT ISSUED? PEftMIf NUMBER ELECTRICAL PERMIT NUMBER DaQ- �: ( DATE COPY SENT TO JEA V TEMPORARY POLE PERMIT NUMBER 03" `'f ) J DATE COPY SENT TO JEA TEMPORARY POWER LETTER RECEIVED? YES NO INSPECTIONS: ROUGH ELECTRIC �i- -7` 7-((0-03 RELEASED TO JEAN` �V TEMP. POWER RELEASED TO JEA TEMP. POLE�t-t3- RELEASED TO JEA - QbA� ��ssccPt FINAL t MECHANICAL PERMIT NUMBER!u a 3 INSPECTIONS: ROUGH ] - FINAL Z PLUMBING PERMIT NUMBER 63,13 INSPECTIONS: ROUGHIUNDERSLAB / 3 c,_7 « TOPOUT WATERISEWER g 03 FINAL I' DRAINAGE INSPECTION POOL PERMIT NUMBER INSPECTIONS: STEEL FINAL ROOFING PERMIT NUMBER INSPECTIONS: NAILINGISHEATHING FINAL FAILED INSPECTIONS: DATE PD. DATE PD. CITY OF ATLANTIC BEACH s� PERMIT CALCULATION SHEET Date. Address Heated Square Footage �jG '7�d' @ $ 2— per sq ft= $ Garage/Shed J , �' @ $ '3 ie per sq ft= $ e-1 2 Carport/Porch 3 3 G @ $ per sq ft = $ 7- 12— Deck - 1z--- Deck @ $ per sq ft= $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ `1�2�j `Z Z 1 `y 2— $ Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: ',S 2- + 1/Z Filing Fee $ FLOOD ZONE: :%:: ( ) Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: > To BUILDING PERMIT FEE $ WATER IMPACT FEE $ c13 SEWER IMPACT FEE $ t a S`0 WATER METER/TAP $ y— CAPITAL IMPROVEMENT$ 3 2 S SEWER TAP $ 0 0 C (IqM RADON HRS .0050 $ SECTION H PAVING ( ) $ •-o — CROSS CONNECTION $ S`— ST(6' c6) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 CITY OFATLANTIC BEACH 1' 800 SEMINOLE ROAD C ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904)247-5800 ;j FAX:(904)247-5805 SUNCOM:852-5800 ' bo �/� http://ci.atlantic-beach.fl.us V � PLAN REVIEW COMMENTS Permit Application # 3 rj � Applicant: 'hawl S I'U Address: c'S kt.)G e!-ck 9 Project: ©/`Yt C- o Your application is approved cal Your permit application has been reviewed and the following items need attention: - s Ps r d, L Please re-submit your application when these items have been completed. Reviewed by Signed Date Contractor Notified Date WATER IMPACT FEE WORKSHEET ADDRESS: DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 Z= Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 Drinking fountain/Icemaker Y2 t J Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 v Kitchen sink, domestic with food waste grinder and/or 2— dishwasher 2 f Laundry tray (1 or 2 compartments) 2 j Lavatory 1 x Shower compartment,domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less~ 2 Wash sink (circular or multiple)each set of faucets 2 Water closet,flushometer tank, public or private 4 Water closet,private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= MULTIPLIED X 20 TOTAL$ 3 Ill. Energy Code Information: 1. Is the current energy code form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS correct climate zone and correct jurisdiction? (FBC 13-600) Yes_ No NIA 2. Does conditioned square feet area on plans match square feet ! NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes,/Lvo N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes o N/A } (FBC 13-602.1.ABC.1.1) p a 3 �'b A V DATE: I _ � J 4. Is the"R"value for added insulation on exterior walls shown? Yes � N/A PLANS EXAMINER:„ 5. 11 the"R"value for ceilings shown? (FBC 13-604.LABC.1) Yes o N/A 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes No . 1A OWNER: 0%A-T 6?G i-< JOB ADDRE4 7. Are Energy Credits Claimed? Yea- No ✓NIA �;►� /j A. Attic Radiant Barrier Credit (FBC 13-607.1.A.4) Yes No N/A---" CONTRACTOR: /E-A,3 J l s PHONE NUMBER: B. White Roof Credit (FBC 13-607.I.A.5) Yes No N/A/ C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes No N/A (CIRCLE) I. Survey: IV Foundation Plan: I. is a specific purpose survey submitted? Yes V No NIA 1. Are all footings shown,including interior hearing walls, 2. is correct Flood Zone shown? Yes✓No N/A Column pads and concentrated loads? Yes N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes v/Xo N/A in an"A"or"V"zone? Yes No N/A✓ 3. Are all elevation changes in slab shown? Yes ve o N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A 4. Is minimum concrete PSI shown? Yes N/A 5. Is property in a flood way? Yes No N/A S. Is slab reinforcement shown? Yes o NIA 6. Is flood way line shown? Yes No N/A ✓ A. Wire mesh size and gauge? Yes No N/A B. Fibermesh reinforcement? Yes 4o N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes✓ o N/A II. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes N/A 1. Are plans sealed by architect or engineer? Yes✓No N/A 8. Is type of soil treatment for termites shown?(FBC 18 16) Yes o N/A A. Are structural calculations submitted? Yes V20 N/A 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes✓/No N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes%_,-1(4o N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes t/ N/A 10. If pile foundation shown,is Sealed Soils Report submitted? / 4. Is Importance Factor shown per FBC Table 1606? Yes No N/A (FBC 1805.1) Yes t/No NIA 5. Are pressures for wind loading on components and cladding Shown per FSC 1606.2.57 Yes 'No N/A 6. Are pressures for wind loading on components and cladding / V. Typical Wall Section: Shown per FBC 1606.2.57 Yes Ho N/A 1. is finished grade shown? Yes 7o NIA 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes eIfo N/A stories and allowable area? Yes V No NIA A. Minimum 8"above adjacent grade? Yes /No NIA� 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes No N/A for structural elements? Yes I/No NIA C. Base flood elevation? Yes DTo NIA 9. Are plans designed per SSTD 10-997 Yes No:/N/A 3. Is minimum footing depth beneath finished grade shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes No NIA✓ (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A✓ 4. Are all footing sizes shown? Yes--No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes -"No N/A Construction in High Wind Areas"? Yes No N/A✓ 6. Is vertical reinforcement shown? Yes I/fq. NIA A. Are all appropriate charts and tables shown? Yes No N/A✓ 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No N/A ,✓ A. Is exterior wall finish shown? Yes No NIA 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No N/A e- High Wind Areas? yes / o NIA C. Is exterior wall insulation shown? Yes No N/A - A. Are all appropriate charts and tables shown? Yes(/No N/A D. Is exterior wall finish shown? Yes No N/A -B. Are all appropriate requirements circled or highlighted? Yes No N/A S. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes -- No N/A Manual for One-and Two-Family Dwellings,High Wind Edition'"? Yes ✓ o N/A B. Is exterior sheathing(type and thickness)shown? Yes v lip, N/A A. Are all appropriate charts and tables shown? Yes N/A C. Are nailing requirements(size and spacing)shown? Yes 'No NIA B. Are all appropriate requirements circled or highlighted? Yes V No N/A (FBC Table 2306.1) MIs exterior wall finish shown? Yes `�No N/A 15. Does bedroom open directly into garage? Yes No V 19/A E. Is interior wall finish shown? Yes,/No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes VINo N/A grade shown? (FBC 2304.2.5) Yes&,"'No N/A G. Are shear wall segments shown? Yes /No N/A 17. Is Designer's name and address shown on planar YesF/No N/A A. Type of hold-downs shown? Yes No N/A is. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes t/ No N/A and FBC 1012.1.57 Yes%�14 N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes/No N/A 19. Are habitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? Yes No N/A requirements of FBC 1203.17 Yes Xo N/A 12. Roof Framing / 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes•s/No N/A wind load requirements for components and cladding per FBC 1606? Yes V�qo N/A B. Are conventional Game rafters used? Yes No f N/A 21. Does floor plan show fireplace? Yes 13e N/A 1. Rafter size shown? Yes No N/A^// 22. Are stair details shown? Yes s/f 10 N/A 2. Species of lumber shown? Yes No N/A / A. Is minimum stair width shown? (FBC Table 1004) Yes VNo N/A 3. Grade of lumber shown? Yes /No N/A B. Are tread and riser sizes shown? (FBC 1007.3) Yes No N/A C. Type of roof sheeting shown? Yes t/ No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes No N/A 1. Thickness of roof sheeting shown? Yes o N/A D. Are required landing shown? (FBC 1007.4)? Yes No N/A 2. Grade of roof sheeting shown? Yes No STI/A E. Is required headroom clearance shown? (FBC 1007.4) Yea No N/A 3. Nailing pattern of roof sheeting shown? Yes Na �/N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yea No r-lA �✓ D. Weight of Dry-In felt shown? Yes 'o N/A 24. If required,are tenant separations shown? Yes No ✓N/A E. Type of roof cover shown? Yes /No N/A A. Duplex (FBC Table-704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes No N/A 25. Are all columns and beams shown for porches and lanais? Yes No N/A 2. Attachment of the roof shown? Yes No N/A A. Are column type,size and anchorage shown? Yes No NIA (FBC 1507.3.7) V B. Are beam type,size,span and anchorage shown? Yes No N/A 3. Other roof covering and attachments shown? Yes No N/A 26. Are all lintel and beam details shown? Yes No NIA F. Length of roof overhang shown? Yes No N/A 27. Are engineering details provided for butt glass? Yes No N/A G. Type of soffit and fascia shown? Yes No N/A H. Attic ventilation shown? Yes No N/A I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes No NIA 1. Are engineered truss plans provided showing loads,uplifts and J. Type andag uee of eave metal shown? Yes No N/A required connections? Yes 41"o, NIA 2. Are all headers,beams,girders and interior bearing walls shown? Yea V No N/A 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A application? Yes No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes No N/A species,grade of lumber,span and connections? Yes No N/A f 3. Are all door and window sizes shown? Yes No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes No N/A grade of lumber and connections? Yes No N/A 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes No N/A of lumber? Yes No NIA 6. Are all vertical reinforcements shown? Yes No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes No NIA pattern? Yes/o N/A 8. Are all hold-downs and hurricane anchorages shown? Yes No NIA 9. Is required attic access shown? Yes No N/A 10. Are all plumbing fixtures shown? Yes No NIA VIII. Floor Framing. 11. Are all electrical fixtures shown? Yes No N/A 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes No NIA uplifts and connections? Yes No N/A A. Is air handler and condensor location shown? Yes No N/A 2. is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes No N/A grade of lumber and connections? Yes VI-No N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes No N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes %,Xo N/A Have a 29"net clear door opening and handicap accessible route? (FBC 11-I1) Yes No N/A PLATOCK RESIDENCE HVAC LOAD ANALYSIS i for i I Dean Davis Construction I 1901 1 st Street North Jacksonville, FL 32250 RHVACRuIUVAL . HVAC LoADs Prepared By: Rick Janousek Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 10-11-02 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Platock Residence Neptune Beach,FL 32266-1798 10-11-02 Page 2 Project Summary Project: Platock Residence Company: Ocean State Heating &Air Conditioning Client: Dean Davis Construction Representative: Rick Janousek Address: 1901 1 st Street North Address: 1476 Atlantic Boulevard City: Jacksonville, FL 32250 City: Neptune Beach, FL 32266 Phone: 237-2222 Phone: (904) 249-8251 Fax: 247-6513 Fax: (904) 249-8949 Comment: Design Data Project Name: Platock Residence Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 2,336 CFM per square foot: 0.582 Square feet of room area: 4,010 Square feet per ton: 721.763 Building Loads Total heating required with outside air: 78,157 Btuh 78.157 MBH Total sensible gain: 51,336 Btuh 83 % Total latent gain: 10,598 Btuh 17 % Total cooling required with outside air: 61,934 Btuh 5.161 Tons (based on sensible+ latent) 5.556 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,October 11,2002 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Platock Residence Neptune Beach,FL 32266-1798 10-11-02 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 437 14,261 0 16,542 16,542 91 French Door Double Clear Glass Metal Frame 346 11,742 0 10,055 10,055 11C Door Metal Polystyrene Core 20 212 0 150 150 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 3,231 8,722 0 4,770 4,770 13H Part R-19+ 1/2" GypsumBoard(R-0.5) 493 666 0 475 475 16G Ceiling R-30 Insulation 1,684 2,501 0 2,501 2,501 201 Floor Over Open Crawl Carpet+ R-19 676 1,460 0 520 520 22A Slab on Grade No Edge Insulation 169 6,162 0 0 0 Subtotals for structure: 7,056 45,726 0 35,013 35,013 Active People: 7 0 1,610 2,100, 3,710 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 0 0 Ductwork: 0 3,723 0 4,668 4,668 Infiltration:Winter CFM: 580.5, Summer CFM: 258.0 803 28,708 8,988 5,955 14,943 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 51,336 Temperature Swing Multiplier: X1.00 Building Load Totals: 78,157 10,598 51,336 61,934 Check Figures Total Building Supply CFM: 2,336 CFM per square foot: 0.582 Square feet of room area: 4,010 Square feet per ton: 721.763 Building Loads Total heating required with outside air: 78,157 Btuh 78.157 MBH Total sensible gain: 51,336 Btuh 83 % Total latent gain: 10,598 Btuh 17 % Total cooling required with outside air: 61,934 Btuh 5.161 Tons (based on sensible +latent) 5.556 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,October 11,2002 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Platock Residence Neptune Beach,FL 32266-1798 10-11-02 Page 4 System#1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 133 4,340 0 6,330 6,330 91 French Door Double Clear Glass Metal Frame 240 8,145 0 5,615 5,615 11C Door Metal Polystyrene Core 20 212 0 150 150 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,047 2,827 0 1,547 1,547 13H Part R-19+ 1/2" GypsumBoard(R-0.5) 230 311 0 221 221 22A Slab on Grade No Edge Insulation 169 6,162 0 0 0 Subtotals for structure: 1,839 21,997 0 13,863 13,863 Active People: 0 0 0 0 0 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400• 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,609 0 1,838 1,838 Infiltration: Winter CFM: 205.5, Summer CFM: 91.3 393 10,161 3,182 2,107 5,289 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 20,208 Temperature Swing Multiplier: X1.00 System Load Totals: 33,767 3,182 20,208 23,390 Check Figures Supply CFM: 919 CFM per square foot: 0.671 Square feet of room area: 1,370 Square feet per ton: 626.425 System Loads Total heating required with outside air: 33,767 Stuh 33.766 MBH Total sensible gain: 20,208 Btuh 86 % Total latent gain: 3,182 Btuh 14 % Total cooling required with outside air: 23,390 Btuh 1.949 Tons (based on sensible+latent) 2.187 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,October 11,2002 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C # Platock Residence Neptune Beach,FL 32266-1798 10-11-02 Page 5 System#2 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 262 8,550 0 8,675 8,675 91 French Door Double Clear Glass Metal Frame 48 1,629 0 1,123 1,123 12H Wall R-19+ 1/2"Gypsum Board(R-0.5) 1,860 5,020 0 2,746 2,746 16G Ceiling R-30 Insulation 984 1,462 0 1,462 1,462 201 Floor Over Open Crawl Carpet+ R-19 676 1,460 0 520 520 Subtotals for structure: 3,830 18,121 0 14,526 14,526 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 0• 0 Ductwork: 0 1,626 0 1,991 1,991 Infiltration:Winter CFM: 291.0, Summer CFM: 129.3 310 14,392 4,506 2,986 7,492 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 21,903 Temperature Swing Multiplier: X1.00 System Load Totals: 34,139 5,426 21,903 27,329 Check Figures Supply CFM: 997 CFM per square foot: 0.514 Square feet of room area: 1,940 Square feet per ton: 818.408 System Loads Total heating required with outside air: 34,139 Btuh 34.139 MBH Total sensible gain: 21,903 Btuh 80 % Total latent gain: 5,426 Btuh 20 % Total cooling required with outside air: 27,329 Btuh 2.277 Tons (based on sensible + latent) 2.370 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,October 11,2002 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Platock Residence Neptune Beach,FL 32266-1798 10-11-02 Page 6 System #3 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 42 1,371 0 1,537 1,537 91 French Door Double Clear Glass Metal Frame 58 1,968 0 3,317 3,317 12H Wall R-19+ 1/2" Gypsum Board(R-0.5) 324 875 0 477 477 13H Part R-19+ 1/2" GypsumBoard(R-0.5) 263 355 0 254 254 16G Ceiling R-30 Insulation 700 1,039 0 1,039 1,039 Subtotals for structure: 1,387 5,608 0 6,624 6,624 Active People: 3 0 690 900 1,590 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 0 0 Ductwork: 0 488 0 839 839 Infiltration:Winter CFM: 84.0, Summer CFM: 37.3 100 4,155 1,300 862 2,162 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 9,225 Temperature Swing Multiplier: X1.00 System Load Totals: 10,251 1,990 9,225 11,215 Check Figures Supply CFM: 420 CFM per square foot: 0.6 Square feet of room area: 700 Square feet per ton: 701.138 System Loads Total heating required with outside air: 10,251 Btuh 10.251 MBH Total sensible gain: 9,225 Btuh 82 % Total latent gain: 1,990 Btuh 18 % Total cooling required with outside air: 11,215 Btuh 0.935 Tons (based on sensible + latent) 0.998 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,October 11,2002 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Platock Residence Neptune Beach,FL 32266-1798 10-11-02 Page 7 Room Load Summary Reports System#1 Room Load Summary Htg Htg Run Run Clg Cig Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Mud 208 3,403 44 0-0 0 1,449 308 66 1.17 77 66 Room 2 Stairs/Po 120 3,361 44 0-0 0 2,302 372 105 1.35 141 105 wder 3 Kitchen 296 2,598 34 0-0 0 4,079 202 186 1.20 222 186 4 Living 285 8,705 113 0-0 0 5,621 745 256 1.00 256 256 5 Dining 165 7,741 101 0-0 0 3,361 777 153 1.00 153 153 6 Foyer 116 3,410 44 0-0 0 1,570 389 71 1.00 71 71 7 Play 180 4,549 59 0-0 0 1,826 389 83 1.00 83 83 Room System 1 1370 33,767 439 20,208 3,182 919 1,004 919 Totals Main Trunk Size: 14x12 in. System#1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.949 86%/14% 20,208 3,182 23,390 Recommended: 2.187 77%/23% 20,208 6,036 26,244 System#1 Equipment Data Heating System Cooling System Friday,October 11,2002 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Platock Residence Neptune Beach,FL 32266-1798 10-11-02 Page 8 Room Load Summary Reports System#2 Room Load Summary Htg Htg Run Run Clg Clg Cig Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 8 Abi's 338 6,654 86 0-0 0 4,085 986 186 1.00 186 186 9 Son's 338 6,539 85 0-0 0 4,021 986 183 1.17 214 183 10 Laundry 168 2,103 27 0-0 0 2,367 262 108 1.00 108 108 11 WIC's 272 565 7 0-0 0 363 0 17 1.00 17 17 12 Master 285 8,964 117 0-0 0 6,736 1,797 306 1.00 306 306 Bedroom 13 Master 221 4,949 64 0-0 0 2,251 756 102 1.00 102 102 Bath 14 Sitting 318 4,365 57 0-0 0 2,080 639 95 1.00 95 95 System 2 1940 34,139 444 21,903 5,426 997 1,027 997 Totals Main Trunk Size: 18x10 in. System#2 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.277 80%/20% 21,903 5,426 27,329 Recommended: 2.370 77%/23% 21,903 6,542 28,445 Friday,October 11,2002 Q � RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Platock Residence Neptune Beach,FL 32266-1798 10-11-02 Page 9 Room Load Summary Reports System#3 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 15 Guest 90 3,620 47 0-0 0 2,265 520 103 1.35 139 103 Bath 16 Storage 108 250 3 0-0 0 238 0 11 1.00 11 11 17 Brian's 180 3,677 48 0-0 0 4,349 750 198 1.05 208 198 18 Guest 2 161 2,054 27 0-0 0 1,531 490 70 1.00 70 70 19 Guest 1 161 650 8 0-0 0 842 230 38 1.00 38 38 System 3 700 10,251 133 9,225 1,990 420 466 420 Totals Main Trunk Size: 12x8 in. System #3 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Stuh Btuh Stuh Net Required: 0.935 82%/18% 9,225 1,990 11,215 Recommended: 0.998 77%/23% 9,225 2,756 11,981 Friday,October 11,2002 I FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Platock Residence Builder: Dean Davis Address: Permitting Office: Atlantic Beach City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New , 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:29.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 10.05 _ 4. Number of Bedrooms 6 _ b. Central Unit Cap:42.5 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 10.15 _ 6. Conditioned floor area(ft2) 4010 fe c. Central Unit Cap: 16.8 kBtu/hr _ 7. Glass area&type _ SEER: 10.30 a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 783.0 ft2 ` a. Electric Heat Pump Cap:28.8 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 - HSPF:6.80 d.Tintiother SHGC-double pane 0.0 ft2 b. Electric Heat Pump Cap:42.0 kBtu/hr 8. Floor types - HSPF:7.50 _ a. Slab-On-Grade Edge Insulation R=0.0, 169.0(p)ft _ c. Electric Heat Pump Cap: 15.8 kBtu/hr _ b.Raised Wood,Post or Pier R=19.0,676.0ft2 ` HSPF:6.80 _ c.N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=19.0,3231.0 ft2 ` EF:0.92 _ b.Frame,Wood,Adjacent R=19.0,493.0 ft b.N/A c. N/A d.N/A c. Conservation credits _ e.N/A (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1699.0 ft2 - 15. HVAC credits MZ-C,MZ-H _ b.Under Attic R=19.0,504.0 ft- _ (CF-Ceiling fan,CV-Cross ventilation, c.N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a.Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft2 - MZ-C-Multizone cooling, b.2 Others 50.0 ft MZ-H-Multizone heating) Glass/Floor Area: 0.20 Total as-built points: 54266 PASS Total base points: 56610 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 �o�T»sT9j�0 Energy Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Ocean State HVAC Before construction is completed _ DATE: /0 - //- 0 ;� this building will be inspected for I hereby certify that this building, esigned, is in compliance with Section 553.908 , yc compliance with the Flo ' n Code. Florida Statutes. OWNER/ANT• BUILDING OFFICIAL: DATE: 12% vt- DATE: I 1W - ) EnergyGauge®(Version: FLRCPB v3.21) FORM 60OA-2001 ` SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT FGLASSESditioned X 6SPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF= Points .18 4010.0 20.04 14464.9 Double,Clear W 2.0 21.0 18.0 36.99 1.00 662.7 Double,Clear W 0.5 21.5 46.0 36.99 1.00 1699.8 Double,Clear W 2.0 20.0 25.0 36.99 1.D0 920.4 Double,Clear W 2.0 17.0 8.0 36.99 0.99 294.2 Double,Clear S 2.0 21.0 36.0 34.50 0.99 1230.5 Double,Clear E 11.0 10.0 48.0 40.22 0.49 951.6 Double,Clear S 15.0 10.0 48.0 34.50 0.47 783.5 Double,Clear E 2.0 23.0 48.0 40.22 1.00 1921.5 Double,Clear E 4.0 10.0 48.0 40.22 0.80 1538.6 Double,Clear E 2.0 23.0 48.0 40.22 1.00 1921.5 Double,Clear E 2.0 8.0 36.0 40.22 0.91 1321.7 Double,Clear E 2.0 7.5 8.0 40.22 0.90 289.1 Double,Clear N 2.0 7.5 8.0 19.22 0.93 142.9 Double,Clear N 2.0 7.5 8.0 19.22 0.93 142.9 Double,Clear W 2.0 7.5 8.0 36.99 0.90 266.0 Double,Clear W 2.0 9.5 36.0 36.99 0.94 1254.3 Double,Clear W 2.0 9.5 18.0 36.99 0.94 627.1 Double,Clear W 2.0 5.5 8.0 36.99 0.83 245.1 Double,Clear S 2.0 9.5 36.0 34.50 0.90 1116.7 Double,Clear E 11.0 10.0 48.0 40.22 0.49 951.6 Double,Clear S 15.0 6.0 16.0 34.50 0.44 241.8 Double,Clear E 2.0 9.5 36.0 40.22 0.94 1363.2 Double,Clear E 2.0 9.5 36.0 40.22 0.94 1363.2 Double,Clear E 2.0 7.5 8.0 40.22 0.90 289.1 Double,Clear W 0.5 7.5 36.0 36.99 1.00 1327.2 Double,Clear W 0.5 3.5 4.0 36.99 0.98 145.6 Double,Clear S 0.5 8.7 40.0 34.50 0.99 1372.3 Double,Clear S 0.5 4.0 2.0 34.50 0.98 67.6 Double,Clear E 3.0 7.7 18.0 40.22 0.80 582.4 As-Built Total: 783.0 25033.9 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM Points Adjacent 493.0 0.70 345.1 Frame,Wood,Exterior 19.0 3231.0 0.90 2907.9 Exterior 3231.0 1.70 5492.7 Frame,Wood,Adjacent 19.0 493.0 0.40 197.2 Base Total: 3724.0 5837.8 As-Built Total: 3724.0 3105.1 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.21 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.40 48.0 Adjacent Insulated 20.0 1.60 32.0 Exterior 0.0 0.00 0.0 Base Total: 20.0 48.0 As-Built Total: 20.0 32.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1685.0 1.73 2915.1 Under Attic 30.0 1699.0 1.73 X 1.00 2939.3 Under Attic 19.0 504.0 2.34 X 1.00 1179.4 Base Total: 1685.0 2915.1 As-Built Total: 2203.0 4118.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 169.0(p) -37.0 -6253.0 Slab-On-Grade Edge Insulation 0.0 169.0(p -41.20 -6962.8 Raised 676.0 -3.99 -2697.2 Raised Wood,Post or Pier 19.0 676.0 0.77 517.8 Base Total: -8950.2 As-Built Total: 845.0 -6445.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 4010.0 10.21 40942.1 4010.0 10.21 40942.1 Summer Base Points: 55257.6' Summer As-Built Points: 66786.8 Total Summer X System Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 66786.8 0.328 (1.090 x 1.147 x 0.91) 0.340 0.950 8640.9 66786.8 0.481 (1.090 x 1.147 x 0.91) 0.336 0.950 12538.6 66786.8 0.190 (1.090 x 1.147 x 1.11) 0.331 0.950 4884.2 55257.6 0.4266 23572.9 66786.8 1.00 1.221 0.336 0.950 26061.8 EnergyGaugeT"DCA Form 60OA-2001 EnergyGauge4DJFlaRES'2001 FLRCPB v3.21 FORM 60OA-2001 ` WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Points .18 4010.0 12.74 9195.7 Double,Clear W 2.0 21.0 18.0 10.77 1.00 194.1 Double,Clear W 0.5 21.5 46.0 10.77 1.00 495.4 Double,Clear W 2.0 20.0 25.0 10.77 1.00 269.5 Double,Clear W 2.0 17.0 8.0 10.77 1.00 86.3 Double,Clear S 2.0 21.0 36.0 4.03 0.99 144.3 Double, Clear E 11.0 10.0 48.0 9.09 1.31 572.9 Double,Clear S 15.0 10.0 48.0 4.03 3.28 633.7 Double,Clear E 2.0 23.0 48.0 9.09 1.01 438.8 Double,Clear E 4.0 10.0 48.0 9.09 1.08 472.8 Double,Clear E 2.0 23.0 48.0 9.09 1.01 438.8 Double,Clear E 2.0 8.0 36.0 9.09 1.04 338.9 Double,Clear E 2.0 7.5 8.0 9.09 1.04 75.7 Double,Clear N 2.0 7.5 8.0 14.30 1.00 114.8 Double,Clear N 2.0 7.5 8.0 14.30 1.00 114.8 Double,Clear W 2.0 7.5 8.0 10.77 1.03 88.5 Double,Clear W 2.0 9.5 36.0 10.77 1.02 393.6 Double,Clear W 2.0 9.5 18.0 10.77 1.02 196.8 Double,Clear W 2.0 5.5 8.0 10.77 1.05 90.4 Double,Clear S 2.0 9.5 36.0 4.03 1.07 155.1 Double,Clear E 11.0 10.0 48.0 9.09 1.31 572.9 Double,Clear S 15.0 6.0 16.0 4.03 3.61 232.8 Double,Clear E 2.0 9.5 36.0 9.09 1.03 335.6 Double,Clear E 2.0 9.5 36.0 9.09 1.03 335.6 Double,Clear E 2.0 7.5 8.0 9.09 1.04 75.7 Double,Clear W 0.5 7.5 36.0 10.77 1.00 388.0 Double,Clear W 0.5 3.5 4.0 10.77 1.00 43.3 Double,Clear S 0.5 8.7 40.0 4.03 1.00 160.7 Double,Clear S 0.5 4.0 2.0 4.03 1.00 8.1 Double,Clear E 3.0 7.7 18.0 9.09 1.08 176.7 As-Built Total: 783.0 7644.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 493.0 3.60 1774.8 Frame,Wood,Exterior 19.0 3231.0 2.20 7108.2 Exterior 3231.0 3.70 11954.7 Frame,Wood,Adjacent 19.0 493.0 2.20 1084,6 Base Total: 3724.0 13729,5 As-Built Total: 3724.0 8192.8 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.21 FORM 60OA-2001 !. WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 11.50 230.0 Adjacent Insulated 20.0 8.00 160.0 Exterior 0.0 0.00 0.0 Base Total: 20.0 230.0 As-Built Total: 20.0 160.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM= Points Under Attic 1685.0 2.05 3454.3 Under Attic 30.0 1699.0 2.05 X 1.00 3482.9 Under Attic 19.0 504.0 2.70 X 1.00 1360.8 Base Total: 1685.0 3454.3 As-Built Total: 2203.0 4843.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 169.0(p) 8.9 1504.1 Slab-On-Grade Edge Insulation 0.0 169.0(p 18.80 3177.2 Raised 676.0 0.96 649.0 Raised Wood,Post or Pier 19.0 676.0 0.88 592.2 Base Total: 2153.1 As-Built Total: 845.0 3769.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 4010.0 -0.59 -2365.9 4010.0 -0.59 -2365.9 Winter Base Points: 26396.6 Winter As-Built Points: 22244.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 22244.3 0.333 (1.069 x 1.169 x 0.93) 0.501 0.950 4345.3 22244.3 0.485 (1.069 x't.169 x 0.93) 0.455 0.950 5745.5 22244.3 0.182 (1.069 x 1.169 x 1.10) 0.501 0.950 2383.9 26396.6 0.6274 16561.3 22244.3 1.00 1.233 0.478 0.950 12444.9 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCPB v3.21 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , 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 6 2746.00 16476.0 50.0 0.92 6 1.00 2626.61 1.00 15759.7 As-Built Total: 15758.7 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 23573 16561 16476 56610 26062 12445 15760 54266 PASS -SIHME SA C0 Wig EnergyGaugeTM'DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.21 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; 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.1.2.2 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 606.1.ABC.1.2.3 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.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Mufti-story Houses 606.1.ABC.1.2.5 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 SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be_provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 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 efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 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 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.21 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.6 The higher the score,the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:29.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 10,05 _ 4. Number of Bedrooms 6 - b. Central Unit Cap:42.5 kBtu/hr _ 5. Is this a worst case? Yes - SEER: 10,15 _ 6. Conditioned floor area(ft2) 4010 ft2 c. Central Unit Cap: 16.8 kBtu/hr _ 7. Glass area&type SEER: 10.30 _ a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 783.0 ft2 ` a. Electric Heat Pump Cap:28.8 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:6.80 _ d.Tint/other SHGC-double pane 0.0 ft2 b. Electric Heat Pump Cap:42.0 kBtu/hr _ 8. Floor types _ HSPF:7.50 _ a. Slab-On-Grade Edge Insulation R=0.0, 169.0(p)ft , c. Electric Heat Pump Cap: 15.8 kBtu/hr b.Raised Wood,Post or Pier R=19.0,676.Oft2 ` HSPF:6.80 _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=19.0,3231.0 ft2 _ EF:0.92 _ b.Frame,Wood,Adjacent R=19.0,493.0 ft2 b.N/A _ c.N/A d.N/A c. Conservation credits _ e.N/A (HR-Heat recovery,Solar 10. Ceiling types y DHP-Dedicated heat pump) a.Under Attic R=30.0, 1699.0 ft2 - 15. HVAC credits MZ-C,MZ-H _ b.Under Attic R=19.0,504.0 ft2 v (CF-Ceiling fan,CV-Cross ventilation, c.N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret.Una AH:Interior Sup.R=6.0,25.0 W - RB-Attic radiant barrier, b.2 Others 50.0 ft MZ-C-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) TiiE sT in this home before final inspection.Otherwise,a new EPL Display Card will be completed 0, ��o _. '�� based on installed Code compliant features. y Builder Signature: Date: tD - Address of New Home: City/FL Zip: coD 't� *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 USEP t DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage(EW incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsea ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, _ contact the Department of CommunityAffairs at 850/487-1824. EnergyGauge®(Version:FLRCPB v3.21) f rL�l r CITY OFATLANTIC BEACH 4 Q 800 SEMINOLE ROAD -~, ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 W' Sor, http://ci.atlantic-beach.fl.us r qz � ` �`V' PLAN REVIIEW COMMENTS Permit Application # 0 4535 Applicant: Address: 'Lve o GZ if ,E'zi)ee Project: A2zUr CA/ Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed b Signed Date D/ — a 7-C1 Contractor Notified Date CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C R R T I F I C A T 8 O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 12/10/03 Parcel Number . . . . . - - - Property Address . . . 1640 BEACH AVE ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . Contractor . . . . . . DEAN L. DAVIS 904 237-2222 Application number 02-00025353 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . TYPE VI Occupancy type . . . . Flood Zone . . . . . . ZONE X Approved . . . . . . . In ( I lding Offic al VOID UNLESS SIGNED BY BUILDING OFFICIAL ASE COMPLETE PEST CONTROL SERVICE LOCALLY OWNED&OPERATED06 P.O.Box 3399,Ponte Vedra Beach,FL 32004-3399 >j 10066 Sawgrass Dr.W.,Pone Vedta Bch.,FL 32082 mw www.gaderspestraiders.cottjt eSP., (904)285-0091 J(904)22342551 Fax(904)273-0682 HOUSEHOLD PEST CONflOI Corporate Offices (866)4-NADERS/ (866)462-3377 P 31, 61-90 2167 Sadler Rd.,Fernandina Bch.,FL 32034 • TERMITE CONTROL REST RAjDEgs Fernandina(904)277-0090/Fax(904)277-3733 WE ACCEPT MAJOR i Orange Park(904)272-6601 CREDIT CARDS ROUTE DAY PREVIOUS DUE SCN.DAY SERV.TYPE � i ❑ SCHEDUSERVICE i t THIS SI RVCE NOT HOME O/S RENDERED FREM TECH.moI ❑ ONE-TIME SERVICE RESIDENTIAL ❑ COMMERCIAL ❑ CALLBACK TIME IN TIME OUT ttt PPP ❑ CASH CHECK NO. AMOUNT PAID ❑ CHECK # X40 &4di bit, CREDIT CARD TYPE ACCT* EXP.DATE MATERIALS USED/COMMENTS: P j T r ?�e G , rcl tic ' mr r /l Jyl �s yr F PAYMENT HAS BEEN SENT,PLEASE DISREGARD PREVIOUS BALANCE. 1°.%PER M�NTH(18%PER ANNUM)SERVICE CHARGE ADDED TO ALL ITEMS 30 DAYS PAST DUE. BILLING QUESTIONS PLEASE CALL(866)4-NADERS or(904)285-0091 r< CUSTOMER SIGNATURE TECHNICIAN SIGNATURE - J Z.0�� ecLc �L � ✓� libitum City of Atlantic Beach *** CUSTOMER RECEIPT *** Oper: CKOMOREK Type: OC Drawer: 1 Date: 12/89/83 81 Receipt no: 17384 Description Quantity Amount 2882 25353 BP BUILDING PERMITS 1.88 335.N Tender detail CK CHECKS 1844 $35.88 Total tendered $35.88 Total payment $35.88 Trans date: 12/89/83 Time: 15:55:23 Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 1 -2,14 1 ' Contractor Name: .L-- cAr-� D a Permit #: tJ Property Address: L1 L G� - '`� f 1 . Legal Description: Tr, �� , ch 1 , Improvements to the above-described property have been completed in accordance with the: terms of the permit and are certified to be ready for occupancy as: Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. ----�--... ----- Public Works a Planning Dept. /,? /0—J 3 Building Dept. �j• r� ?j O o Final Survey with FFE 0�1/ Yes ❑ No All Re-Inspect Fees Paid VYes ❑ No 12i10i2003 11:14 ALL Ah1ERICAN 5URUEYORS + 2475845 N0.699 D02 MAP SHOWING BOUNDARY SURVEY OF A PART OF LOTS 8 AND 9, BLOCK 1, OCEAN GROVE UNIT NO. i AS RECORDED IN PLAT BOOK 15, PAGE 82 OF THE PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA, SAID PART BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE. COMMENCE AT THE SOUTHEAST CORNER OF SAID LOT S. THENCE NORTHERLY ALONG THE EASTERLY LINE OF SAID Lot' 8. A DISTANCE OF 80.00 FEET TO THE POINT OF BEGINNING; THENCE WESTERLY ALONG A LINE HAVING AN INTERIOR ANGLE TO THE RIGHT OF 77'10'48", A DISTANCE OF 120.71 FEET TO A POINT ON THE WESTERLY LINE OF SAID LOT 0; THENCE NORTHERLY ALONG SAID WESTERLY UNE OF SAID LOT 9• A DISTANCE OF 39.94 FEET TO A'POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF DEWEES AVENUE, SAID RIGHT-OF-WAY LINE BEING A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 231.00 FEET; THENCE EASTERLY. ALONG SAID RIGHT-OF-WAY LINE AND ALONG THE ARC OF SAID j CURVE. A DISTANCE OF 73.61 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF 73.30 FEET AND THROUGH A CENTRAL ANGLE OF 18.18'29" TO THE POINT OF TANGENCY OF SAID CURVE; THENCE CONTINUE EASTERLY ALONG SAID RIGHT-OF-WAY LINE, THE SAME BEING AT AN INTERIOR ANGLE, FROM THE CHORD, OF 170'51'23", A DISTANCE OF 82.28 FEET TO THE NORTHEAST CORNER OF SAID LOT 8; THENCE SOUTHERLY ALONG THE EASTERLY LINE OF SAID LOT 8, A DISTANCE OF 48.00 FEET TO AN ANGLE POINT; THENCE CONTINUE SOUTHERLY ALONG SAID EASTERLY LINE AT AN INTERIOR ANGLE TO THE LEFT OF 180.32'00", A DISTANCE OF 2.70 FEET TO THE POINT OF BEGINNING. (DESCRIPTION FURNISHED BY CLIENT) CERTIFIED TO: BRIAN T. & EX81JE G. PLATOCK/ WACHOVIA MORTGAGE CORPORATION/ ANSBACHER & SCHNEIDER, P.A./ ATTORNEYS' TITLE INSURANCE FUND, ! 020882 $ NAIL IN 12" POWER POLE (R/E � (NF WVARIEES). CANER OF Lor ELEVATION (13.84) 55.00'(P) 8) M FM ELEVATIONS SHOWN THUS (13.30): I'P' 32.28e(ACT.) d &REFER TO N.G.V. DATUM OF 1 FND.IP I.P. CONQ SLAB �J'J•`p' 664Ap MAW DECK � 0. 14.7 V• 4 15.5 FRAME DECK J 10.1' 9, 7.4 9.0' D,'3 B %., 19.9, 6 o m 3 STORY FRAME I� 1°Z moi. • LOT"9 D, RESIDENCE doI LOT 8 �p ADDRESS # 1640 O FFE(13.30) I I .1- 1 O L •'�'.. r,�•o TN3'PLASTIC O �l• A PADS 22.3 -D.I e'LP 0 20•G• .3 WOE 10.] HIGH FRAME�O � /669! RETENTION WALL •aJ FID.1 I.P. M i 1661 42.0* D.5 120•Ti4 b �1 N X 3')J'� POINT OF SEGINNING �6 N z 6'.PRIVATE UTILITY ESM7. VACATED BY ATLANTIC BEACH 11J I I I DATEDORDINAN-10-00CE NO.95-00-75 1 THE REMAINING PORTIONS OF LOTS 8 & 9 NOT PART OF THIS SURVEYCURW Q.614 , AC`1 R-231.00' hP1815`290Tan- I 48.2D' 50.00' CH- 3T3.3030' 1 POINT OF REFERENCE 1 m LOT 7 SE CORNER OF LOT 8 FINAL;01-130-3;12-06-03(FIELO) FGINOATION;2-6-03(FIELD) THERE MAY BE ADDITIONAL EASEMENTS MND/OR RESTRICTIONS THAT ARE NOT SHOWN BEARINGS BASED ON PUT AS SHOWN ON TWS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS ON THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOTS SHOWN HEREON S IN THE SPECIAL FLOOD HAZARD IONE -X"AS S14 MN ON FLOOD INSURANCE RATE MAP OMI D FOR THE CITY OF JACNSONVUE, FLORM F.I.R.M, INDEX DATE 6-I6-99. ALL AMERICAN SURVEYORS `OF FLORIDA, INC. NANO SURWVOR5 - 6610 SOv17MOMlr PARKWY, SUITE I - bACKSONKL& naWOA J221`6 - 9044/2711-0066 - L/CE'NSEO aus#L35 NO. 3897 tepow THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE - PPaqNAe SUPERVISION AND DIRECTION.THAT THERE ARE NO ENCROA04MENTS _4 qM�'r-WL1R1I AeDN •ANMr COIRIG DF Lra4EDs EXCEPT AS SHORN ANO TINT THE SURVEY SHOWN HEREON MEETS - M e'commll An -4IAeRGtlCYIDNN RrnNot w[ THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA oft :LmMA[E r.AM.•P[Nrr[Nt RtrtttDet vallum BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO ALL Ut. .ONI Im IT P.r. .PONTTMMNa CHAPTER 1.72.027 /CHAPTER 61G17-6, FLORIDA, STATUTES. AMERICAN r1. -001004 ewNN4a P.C.P.-Ptrmmiw CONTNNL P4aw SURVEYORS A -MLYA mol ►0. .POW a WK CH .c"m PAA.POwt IN RVAINK Cues SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA. .IRRcftMWt{ngm � µms CUN . WUi T[ JAMES DRISON..Rt. INC. AT j 1-NY.et .LNNNlplill m ONWe[ OR -wN+RAR tbtwMT SCALE 1" X20' calm LML L.N./ •INA NuNYLNOR MUMMER ,� NNwf-wF v PJ, p wt or wnmcmH '�9 611j -rola AIR, -Noe[a WX DATE - - FL 4 REGISTERED 0 AwD MA - -wRAs IM .rm 4w&— -8 Fa PAINT OR. 8Y !� \\cadserV\dwg\2003\03-130.dwg FILE 03-130 &WR pa, 03-130-3 Duval County Property Appraiser 2004 Certified Tax Roll Matching Record Cards Page 1 of 1 Duval County 2005 REQUESTED BY: Z ZIPPERER RUN 10/10/2005 06:38 AM 15-82 9-2S-29E .15 PLATOCK, BRIAN T & LESLIE G 554 4-9409- OCEAN GROVE UNIT NO 1 1640 BEACH AVE 1640 BEACH AV PT LOTS 8,9 RECD 0/R 9752-2102 ATLANTIC BCH, FL 32233-5841 ATLANTIC BEACH BLK 1 LAND VA STYLE O1 BLDG NO. 001 +FGR(26) MISC VA Bldg Use : 0102 SFR 2 STORY SOH +-13--+13--+ BLDG VA Ex-Wall 1: 1400 WOOD SHINGLE I ++ CAMA VA Ex-Wall 2: 0000 N/A exterior wall 2 21 FU01(557)l VALUE B Roof Str 03 GABLE OR HIP I FGR ++ ASSESS Roof Cvr 03 ASPH/COMP SHNGL +---26-----+ EXEMPT In-Wall 1: 0500 DRYWALL I +-+ TAXABLE In-Wall 2: 0000 N/A interior wall 2 I I SR EX V Flr Cvr 1: 1150 CLAY TILE50% I 16 SR TAXA Flr Cvr 2: 1250 HARDWOOD 50% I +-14--+-+ APPRAIS Heat Fuel: 04 ELECTRIC I I IFU02(35) DATA Heat Type: 04 FORCED AIR DUCT 58 FUOFU02(3FOP PROP US Air Cond : 03 CENTRAL AIR I BASBAS 11FOP(30) Tax Dis Bathrooms: 004.0 4.0 BATHS I I +FU01 NBHD Bedrooms 04 04 BEDROOMS I +---+9--BAS L100 Stories 002.0 I IFOP(FOP(135) EXEMPTI Quality 03 AVERAGE I 15FUO1FOP5 0601 Hrs.Spent: 00 +11--+BAS+9--+ Minutes : 20 Rms/Units: 0000 BAS;FU01(L26FGR;FU01(U21R13Rl3FGR(U2L13D2Rl3)D5R1DllL1 Act Mo/Dy: 0000 D5L26)D58R11BAS;FU0I;FOP(U15R10D15FOP;FOP(R9U15L9D15)L Act Yr Bt: 2003 10)U15U23BAS;FU02(R14FOP;FU02(R5D7L5U7)D7R2D10R3BAS;FU EFF ARE Eff Yr Bt: 2003 01;FOP(UlOL3D10R3)D6L9L10U23)R14RSU16L4U4) SQFT RA Depr Tabl: 12 POINTS Func Obs%: 00 RCN Econ Obs%: 00 AREA GR AREA PCT AJ AREA RCN RCNLD DEPR ObsrvCond: N/A BAS 1554 100 1554 140855 138742 OBSOL Obsry %: 000 FU01 1739 100 1739 157623 155259 BUILDIN FGR 583 55 321 29095 28659 FOP 485 30 146 13233 13035 BOOK PAGE FU02 407 200 814 73781 72674 09752 2102 Deed Type: PROPERTY NOTES PERMIT NO 4/5/01 SER, SWO, CORNER LOT 25353 VACANT, C/O RE 169549-0010 12/23/03 WWJ SWO VER INT. EXT* REC BLDG CODE DESC LENGTH WIDTH UNITS ADJ PRICE EYB DT PCT ADJU 1 001 DKWA Deck Wooden .00 .00 882.00 12.00 2003 F3 10 MIS REC LUSE DESC ZONING FRONTAGE DEPTH UNITS TP ACRES PRICE AJ REASON AJ 1 0101 SFR F ARG-2 45.00 145.00 45.00 F .14 6000.00 DP 6 LAN he a http://apps.coj.net/PAO/prc.asp?PRC—RENO=169549+0010&PRC—BLDG=l 7/17/2006 Page 1 of 1 i http://maps2.coj.net/output/jaxMapsP_GISMAP21964361211987.png 7/17/2006 Page 1 of 1 �}2otie .7smmem�le,P'1f> http://maps2.coj.net/output/jaxMapsP_GISMAP2196496011933.png 7/17/2006 Page 1 of 1 I ''ll P��li �°il IP ) i X1401 I011i I� ��1�4i I.IIB IgB BIII Irrnnr l� http://maps2.coj.net/output/jaxMapsP_ITDMAP25320413216872.png 7/17/2006 Duval County Property Appraiser - Parcel Information Page 1 of 1 Owner's Name: PLATOCK BRIAN T&LESLIE Real Estate Number: 169549 0010 G Property Address: 1640 BEACH AV Mailing Address:1640 BEACH AVE City: ATLANTIC BEACH ATLANTIC BCH , FL Zip: 32233 Unit Number: 322 32233-5841 2006 Exempt Value: $25,000.00 PARCEL DESCRIPTION Property Use: 0100 SINGLE FAMILY Transaction Date: 9/15/2000 Transaction price displayed is based on Legal Description: 15-82 9-2S-29E .15 the actual amount of OCEAN GROVE UNIT NO 1 PT LOTS 8,9 RECD Transaction Price: $274,000.00 documentary stamps 0/R 9752-2102 - BLK 1 paid at the time of recording.The current rate is 70 cents per $100. Neighborhood: 940907 BEACH AVE NBHD IF I Section/Township/Range: 09-2S--29-E---]FN—o. Buildings: 1 Official Record Book and Page: 097522102 Heated Area: 4107 Map Tile: 9409 Exterior Wall: Wood Shingle VALUES AND TAXES FROM 2005 CERTIFIED TAX ROLL Land Value: $275,400.00 Taxing Authority: USD3 Class Value: $0.00 County Tax: $3,860.51 Improvements: $417,926.00 School Tax: $4,858.95 Market Value: $693,326.00 District Tax: $1,819.62 Assessed Value: $632,065.00 Other Tax: $303.83 Exempt Value: $25,000.00 Voted Tax: $255.57 Taxable Value: $607,065.00 Sr. Exempt: $0.00 Sr. Taxable: $0.00 Total Tax: $11,098.48 http://apps.coj.net/PAO/printver.asp?ReNum=169549+00 10 7/17/2006 I CS 13eu C 1-, I1 re Cit of i�l�tie 1a Oft PT PT ff* Doer: CKONDREK Type: OC Drawer: I Date: 7/29/03 81 Receipt no: 77786 Des cri ion Quantity Anount BP BUILDING PERMITS 1.00 $35.00 Tender detail CK CHECKS 542 $35.0 Total tendered $35.00 Total paysent $35.00 Trans date: 7/29/03 Tiae: 9:27:43 PAYMENTS DUE RECEIPT PREPARED 7/22/03, 15:01:19 PROGRAM BP820L CITY OF ATLANTIC BEACH -------------------------------------` ----------- --- ---- APPLICATION NUMBER: 03-00025826AMOUNTDUE1640 CH AVE FEE DESCRIPTION ------------------------------------- 35.00 RE-INSPECTION FEE TOTAL DUE 35.00 Please present this receipt to the cashier with full payment. p�LANT,C' 'c10 R10P OF ADDITIONS or CORRECTIONS ', D• NOT REMOVE JOB AOMESS WE , t6�10 &A-e- E 9"/S•L13 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted k VkSTV Q-- u9 t-Tc-- as �CtAr", n� 7CiAve¢4 - Bwwe_ OFF- &u__ FF&t)_ C_�(_Ov'seu 1,AA"Q l Ur, C,S f�;ra-pB OFF -1l^I W lge Lk"ITS k49F 1 .00 REINSPECT FEE It is unlawful for any Carpenter,Contractor,Builder or other persons,to cover or cause to be covered,any part of the work with flooring,lath,earth or other material,until the proper inspector has had ample time to approve the installation. After additions or corrections have been made,call 247-6826,Building Depart- PLu.,. ment for an inspection.Field Inspectors ELEc are in the office from 8:00 a.m.to 5:00 p.m.Monday through Friday. BLDG 2� Beaches Electrical Service Inc. 214 Cokesbury Ct. Green Cove Springs, Fl 32043 (904) 629-3182 ER-0013172 Building Official 7/16/03 City of Atlantic Beach, Ft. This letter is to request temporary power for the property located at 1640 Beach Ave., for testing and conditioning the space only and no one will occupy the building. We acknowledge by our signature that we wilt be responsible for anything that may occur due to the energizing of the electrical service prior to the completion of the job and the final inspection and that the City of Atlantic Beach shall be held harmless, Master Electrician (printed name) t State of lrl�"-Ijll The County of CITY. OF ATLANTIC BEACH BUILDING OFFICE Sworn to and subscribed before me Thisay of S/,//// 2 Personally known Notary Pubtp\`X,NWALK,6q/ii,,�� State of Ft#f\4;\SSIONF�.o ��ii My CommisAora�rs9N: 2: #DD 101794 ;o �q •ad eonded�� 1/1;111 UBU�::ST 1/1;//Ntillmol�`` 8 r S CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD =' ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025826 Date 4/07/03 Property Address . . . . . . 1640 BEACH AVE Tenant nbr, name . . . . . . NEW SERVICE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ PLATOCK, BRIAN BEACHES ELECTRIC SERVICES INC. 214 COKESBURY CT. GREEN COVE SPRINGS, FL GREEN COVE SPRINGS FL 32043 (904) 629-3182 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 125 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 125 . 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 125. 00 125 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Y BUILDING OFFICIAL YS'"L Ir✓� J %-' r) CITY OF ATLANTIC BEACH, FLORIDA J ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: V/7 2003 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 CONTRACTOR: e�C MASTER ELECTRICIANS SIGNATURE: OWNER OF PROPERTY: iCll� , _, JOB ADDRESS: 1 ycN RES K+ APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEI�K OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NE INCREASE( ) REPAIR( ) CONDUCTOR SIZ AMPS: COPPER( ) ALUM.( FEES SWITCH OR BREAKER O AMPS PH 3w VOLT RACEWAY3 EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES I IBELL TRANSF. AIR H.P.RATING H.P. RATING �CEfl,. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600V OVER 600V NO. 1KVA NO. IKVA NO.NEON TRANSF. NO IVA IN MOTOR SIZE SWITCH FLASHERS EACH SIGN 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://Www.ci.atiantic-beach.tl.us Reviwrll nvi7m1 HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 May 08 2003 2:33pm Last Transaction Date Time Tyke Identification Duration Pales Result May 8 2:32pm Fax Sent 96657372 1:03 2 OK . 11 A TMJ E I3 S E N ERENCHWOOD° HINGED PATIO DOORS 6' 11 " Table of Basic Unit Sizes-611"Height Scale 1/8"=1'-0" (1:96) ; 2'-01/2„ 4'01' �4 0 � L ,1.r r , : t Unit Dimension (820) l ;^ (1216) (1216) ''' 2'1 l.M ,1 'Q'4 4'-1" 4-1" Hough Opening (634) � (1242) (1242) i Unobstructed Glass" 131!4 13'/4"131/!4" 13'/4"13n" (336) (336) (336) (336) (33Q) J W/p klM J FWH21611S FWH41611APLR FWH41611PALR 2'-61/8" 2'-6 1/8" 2'-61/8" 4'-111/4 4'-111/4" 4'-11 1/4" 4'-111/4 4'-114/4" Unit Dimension + --- - (765) (765) (765) (1504) (1504) (1504) (1504) (1 504) Rough Opening 2--7- 2'-7- 2'-7" 5'0" 5A" 51-01 (787) (787) (787) (1524) - ('524) (1524) { (1524)— - -(1524) 1 " 18 7 ," 18 " 181/8" 1871R" 187/8" 187/b, 18 7/8" 18 7/8"1 18 /8 1 16 /8 6 /A 113 !8 1$ /8 1 !A Unobstructed Glass" { �479� 1(479 11479)1 (479 (479 j 1(479 i(479� �(479� (479 f (47979) 1,(479J r(479� 77 m _ 7�1' i ' I 1 FWH27611AR FWH27611AL FWH27611S FWH50611ASR Fti-H50611SA. FWH50611APLR FWH50611PALR ;WH511l 2 8 1/8" 2'8 1/s" 2'-8 Ve' T-3 1/4'_ � 5'-314 a'-3 V4" 5,-3 x/4" T-3 44" Unit Dimension •— - --' ` 1 -- (819) (819) (219) (567) I (560 7) (5601 7) (1 607) J (1607) 5 4" 91-1. 1 Rough Opening (83 -- — -- ____j 8) �20 638) (838) (1626) (1626) (1626) (1626) j (1626) UnobslrucledGlass" 20 (s" 7/8" 207/8" 20 71 R" 107/x" I 20718" 207/8" 207/6" 2O-fis" ')0; �0 /8. 0},1 X530+ � , 71� 7 > 1/,," 20 :s° 1(530)i I(530� J( 30)1 1(530) ,(530)1 1 1(530)1 ((530)1 1(530)1 x(530)1 FT- 471�� 4 47 I { M � --L,> L � IIS FWH29611AR FWH29611AL FWH29611S FWH54611ASR FWH54611SAL FWH54611APLR FWH54611PALR FWH54611SS 3'-0 1/8" 3'-0 Va" 3'-0 Va" 5'-114/4" 5'-11114" 5'-114/4" 5'-11 1/4" 5'-111/4" Unit Dimension -... - - -- - - —- + ------ ----- + - -- - (918) (918) (918) (1810) (1810) (1810) (1810) (1810)-� Rough Opening 3'1" T-1- 3'1" 6'0' 6'-0" 6'0" - 8 0" 6 0 (940) (940) x(940) (218219) (18291) t (11829) t— (1829) (1829) Unobstructed Glass' I (632)1 i 1(6321 (63 )1 x(6321 1(6321 1(63')1 1(6321 (632)1 1(6321 (6321 1(532) I f M2{1 1(632)1 n Q N r 47 � 47 4 1 FWH31611AR FWH31611AL FWH31611S FWH60611ASR FWH60611SAL FWH60611APLR FWH60611PALR FWH60611SS Unit Dimension — T-11 Va T-11;'I 8'-11 1/e 8 1 1 Vs 8 11'/a" - ---- - - - - - - -- _. _... ---- --+ --- (2416) (2416) (2416) (2721) (2721) (2721) Rough Opening s'o e'o" 6 0 - --- -- 9_0'-- -- " U - s o" (2436)------ (2438) (2438) (2743) (2743) `-I r _- (2743) _.__ -- 20'18" 20718" 20718" 24 718" 4 7/s' 24 7/8" 1 24 7/8" 24 ia' 2.1'7s' i j 24 718 24 713" 24 718" Unobstructed Glass` T .---- -- 20 /e" 20 !8" 20 !s" 20 /s" ZO /s" 20 !e" _ t t 11530)1 `(530) 1(530) 1(530) 1(530)1 (530)1 ((630)1 ((530)1 1(530)1 (6321 I(632)1 1(632)1 ` (632)1 1(6321 (632) x(6321 (632) (632)1 �. 1. R ��i 1 � N a I ! so 50 I 1 ILII t i — -- -,l - 1.--- -i 11---- -� - ----1 (I-- — -tel -- =-- -- -- -- — ---1 --- FWH80611SASR FWH80611SASL FWH00611SSS FWH90611SASS FWH90611SASL FWH90611SSS 0o ELLIPTICAL A N D E R S E N Elliptical Basic Sizes Scale 1/8"=1'-0" (1:96) Unit Dimension 5'-111/4" T-111/4" (1810) P(2438) Rough Opening 6'-0.(1829)Unobstructed Glass 66 1/4 (1683) (22299202 M 91 ET6 ET8 AG AG ti. CIRCLE WINDOW Table of Basic Circle Unit Sizes Scale 1/8"=1'-0" (1:96) Unit Dimension 2'-01/8"(613)- 2'-4 3/8"(721) 2'-1115/16"(913) Rough Opening 2'-0 5/8"(625) 2'-4 7/8"(733) T-01/2"(927) Unobstructed Glass 19 3/4"(502) 24"(610) 319/16"(802) CIR20 CIR24 CIR30 OVAL WINDOW Table of Basic Circle Unit Sizes Scale 1/8"=1'-0" (1:96) Unit Dimension 1'-7 3/4"(502) 2'4"(610) T-0"(914) Rough Opening 1'-81/4"(514) 2'-01/2"(622) T-01/2'(927) Unobstructed Glass 15 3/8"(391) 19 3/8"(492) } 313/8"(797) Horizontal Installation Oval Windows can be installed 70 either vertically or horizontally. - OVL1824 / OVL2030 OVL3048 15 CIRCLE TOPTM AND QUARTER ROUND A N v E R S E N ° Casement/Awning Circle Top-/Quarter Round Basic Sizes- Casement and Awning Sizes Scale 1/8'=V-0"(1:96) 2-01/a" 2'-01/a" 2'-4 3/e., 2'-4 3/8" 2'-11 15 Unit Dimension _..-_� _;–} /rs r(6 13) (613) (721) (721) (913) Rough Opening '05/8" 2'-0518° 2'-4 7/8' '-47Y T-0 1/2' (625) (625) (733) (733) (927) Unobstructed Glass 19 5/8" 19 5/e" 23 5/a" 23 3/4" 317/16" ,(498) (495) (600) (603) (799) M � �K% 2_; / ji-. ;i _ CT0C1 CM CT0CW1 4v v CTCW1 CTOM AG AG AG AG AG Unit Dimension 2--11 15h6 4'-D" 4'-8_112" 5'-11 7/8" (913) (1219) (1435) 4—__ 1 (1826) Rough Opening 3-0112 4'-0112° 4'-9- 6'-03/8° (927) (1 232) (1448) (1838) Unobstructed Glass 311/4" 43 3/8" 517/8" 671/8" (794) (1102) (1318) (1705) M N CV N N ~ N C7). N�t �L 1J M M M 1 � f 0 CTCXWI CTC2 1— — --- CT CW2 CTC3 AG AG AG AG CIRCLE TOP`M Double-Hung Circle Top'"Basic Sizes- Double-Hung Sizes Scale 1/8"=V-0"(1:96) 2'-5 5/e" 2'-9 5/8" 3'-15/8" 3'-5 5/8' UnitDimcnSion (651) (752) (854) (956) (1057) Rough Opening 2'-21/8" 2'-6 Ya' 2'-101/8" 3'-21/a" 3'-6118" (664) (765) (867) (968) (1070) Unobstructed Glass 20 3/a' 24 3/8" 28 3/8" 32 3/8" 36 3/8" (518) (619) (721) (822) (924) � O 35 CTN20 LCTCTN24 CTN28 r CTN30 CTN34 AG AG AG AG AG 5'-7 5/16" 6'-3 5/16" Unit Dimension (1710) (1913) Rough Opening 5'-7 7/8 6'-3 7/a° (1724) (1927) Unobstructed Glass 62 IN" 701/16" (1576) 1 (1780) CTN28-2 CTN30-2 AG AG 14 TILT-WASH DOUBLE-HUNG WITH DP UPGRADE cable of Basic Unit Sizes Scale 1/8"=1'-0" (1:96) Unit Dimension -95/8" 2'-15/8"-, 2'-55/8' 2'-75/8" 2'-95/8" 2'-115/8' 3'-15/8" Standard Unit with (549) (651) (752) (803) (854) (905) (956) Field Applied Kit Rough Opening 10'/" 2'-2 V8" 2'-61/8" 2'-81/8" 2'-101/8" 3'-0'/8" 3'-2'/8— (562) (664) (765) (816) (867) (917) (968) ,5" j 19" 23" 25" 27" 29" 1 31„ Product with DP Upgrade. Design Unobstructed Glass" - +--- (635) (686) - Pressure (DP) Rating of DP50 or (_38 1_)_ (483) (584) 37) (787) �� DP15 applicable only when DP M 2 '7 M "' Upgrade Kit is installed with M TW18210 TW20210 TW24210 illl1.r?1l'i" TW28210 W4 48211 TW30210 factory painted white interior units manufactured after 10-19-98 TW1832 TW2032 TW2432 IW,2 3? TW2832 I V4 0""w TW3032 DP Upgrade Kit includes two sash -- — - —_ installed at each end brackets, one o e s, o f the check rail on the top of the lower sash and an auxiliary sill stop for application over the standard sill stopto a total si11 stop 157" � [L�:__ 11,111 TW18310 TW20310 TW24310 u TW28310 1," ?Oii(I TW 310 height of 1-1332" as measured ( -50 F�j"j from thetop of the sill to the top of 50 5# the stop - TW1842 TW2042 TW2442 I2rU!642" TW2842 !V,f:p1IW2' TW3042 IMPORTANT The use of the Auxiliary Sill Stop I� N in addition to the Standard Sill � - =-� - Stop will result m a 5/8" reduction TW1846 TW2046 TW2446 VV'N+x.:., TW2846 IE l„ TW3046 • =lid =_ in net clear opening height, a �I �� 150 �50 J i�5b-� 5QJ t50 � reduced net square foot opening area and a 5/8 increase in floor ,tqx' , , ,:Isr, 4�s��l4 0, 111f2641d}., N'Y�� lttl, l"� 'if` lit' FW304ka" to sill opening height. These — - dimensions differ from those currently published for the = � o d 50 50 50- �50 50150 standard product without the - �, HC-� _- Auxiliary Sill Stop. Verify local TW1852 TW2052 TW2452 �� ,:.q° TW2852 'Ci_PJ �i.1a' TW3052 emergency and escape rescue F 5�)!' � 45� �5�� 43� � � dimensions required by code Ir . l before specifying appropriate M ; - - ---- window size. TW1856 TW2056 TW2456 d sw`fi a(3` TW2856 I VV21015,6' TW3056 Refer to the Tilt-Wash Opening i T ' Specifications in 4iie Andersen@ 4 �4� 4 45 5 , Residential Product Guide. -, RVY<;;,i a'.,+:'tt5)NY fSY?<3.aW TVV2k15PNN5'l0* TIV IDka'Ifl' 71N:1fl3EW' aFLFU- J J V O , , TW1862 TW2062 TW2462 TW,166TW2862 Y1.1CV' TW3062 7 AWNING Venting Table of Basic Unit Sizes Scale 1/8"=1'-0"(1:96) e 2'-0 1/8" 2'-4 3/8" 2'-1115/16" 3'-4 13/16" 4'-0" 4'-4 13/16" 4'-117/8" Unit Dimension (613) (721) (913) (1037) (1219) (1341) (1521) Rough Opening 2'0 5/8" 2'-4 7/8" 3'-01/2' 3'5 ale 4'-01/2" 4'-5 3/8" 5'-0 3/8" (625) (733) (927) (1051) (1232) (1356) (1534). Unobstructed Glass 19 5/16" 23 9/16" 311/8" 36" 43 3/iF" 48" 55 1/16" -- -- -- -- -.—-- ---- _T (491) (598) (791) 1 1 (914) (1091) (1219) (1399) '-EIR" C � CCS EM E- �i1 L�� AR21 AR251AR31 AR351 AR41 AR451 AR51 AG AG AG AG AG AG AG FF[ I5} 5 Ic_ 0 ll AN21 AN 251 AN31 AN351 AN41 AN451 AN51 AG AG AG AG AG AG AG A21 A251• A31 A351 A41 A451 A51 AG AG AG AG AG AG AG AW21 AW251' AW31 AW351 AW41 AW451 AW51 AG AG AG AG AG AG AG AXW31 AXW351 AXW41 AXW451 AXW51 AG AG AG AG AG M A335 A3535 AG AG A32 A42 i m � m - n i O� FIT 1-T-T-TI, T J u 11 AP321 AP3521 AP421 AWNING Picture Window Table of Basic Venting Picture Window Sizes Scale 1/8"=1'-0"(1:96) Unit Dimension 2-1115/16" 3'-413/16" 4'-0" (913) (1037) (1219) Rough Opening 3''01/2" 3'-5 3/8" 4'-01/2" (927) (1051) (1232) Unobstructed Glass 311/8" 36" 43 3/16" (791) (914) (1097) 40 1,FL-7- -, AP32V AP352V AP42V 0 4 351, 351, '35 AP3-- AP3521V AP421V 4 CASEMENT Picture Window A N D E x S E N `"' Table of Basic Unit Sizes Scale 1/8"=1'-0" (1:96) Unit Dimension 2_1115/1x" 3'-413/16" 4'-0" 4'-4 13/16" 4'-11 7/8" 5'-4 13/16" 5'-112/8" (913) (1037) (1219) (1341) F(l (1646) (1826) Rough Opening 3'-01/2" 3,-5 3/8" 4'-01/2• 4'-5 3/6" " 5-5 3/6" 6'-0 3/e" (927) (1051) (1232) (1356) (1660) (1838) 311/e" 36" 43 3/16" 48' 60" 67 1/2" Unobstructed Glass ——-- ---.- — — -- - 1-- (791) (914) (1097) (1219) (1410) (1524) f I (1715) ti IK E E-T� �LIT a--- N 1:1 _ f P3030 P3530(CP353) P4030(CP23) P4530 P5030 P5530 P6030 033) l P3035 P3535(CP3535) P4035(CP235) P4535 P5035 P5535 P6035(CP335) Q f. - i 3540 P4040(CP24) P4540 P5040 P5540 P6040(CP34) R M M � " I P3045 P3545 P4045(CP245) P4545 P5045 P5545 P6045 70 70 7 n 70 V P3050 P3550 P4050(CP25) P4550 P5050(CP505) P5550 P6050(CP35) I _ 70 P3055 P3555 P4055(CP255) P4555 P5055 _170 P3060 P3560 P4060(CP26) P4560 P5060 i i i I i 3 CASEMENT Venting/Stationary A N " E It S E N '° Table of Basic Unit Sizes scale 1/8"=1'-0" (1:96) Rating Applies To Venting or Stationary Units 1'-5" 1'-81/2" 2'-0 1/8" 2'-4 3/8" 2'-1115h6" 2'-9 3/4" 3'-4 3/4" 4'-0" 4'-8 1/2' 5'-117/8" Unit Dimension --- t -- - --I -- 1 o- — Rough Opening 1-5 r/' 2'-0 5/a" 2'-4 7/8" 3'01/z" 2'-10 Va 3'-5 V4" 4'-0 V2 4'-9" 6'-0 3/8" 12 5/8" 161/8' 19 3/4" 24" 31 3/16"_ 12 5/8" I 16 Ys" 19 3/4" 24" 19 3/4" Unobstructed Glass* MW ? } I N N MW �� CR12 CN12 C12 CW12 is N N N j F"11 NO [Loll CR125" CN125" C125'" CW125'" M04,I 'fig CR13 CN13 11L C13 GW13 0111144-11 A-/ [ �_ 15-ic-1 ffFj ��I CXW13 CR23 CN23 C23 CW23 CK -SIM\ -FL*d ... CR135 CN135 C135 CW135t CXW135 CR235 CN235 C235 CW235 C335 V M '_` 1 CR14 GN14 C14 CW14t CXW14 CR24 CN24 C24 CW2 4 C34 CR145 CN145 C145 GW145 CXW145 CR245 GN245 C245 CW245 C345 _. - — -- — - — ----. • ' CR15 CN15 C15 CW15 CXW15 CR25 CN25 C25 CW25 C35 o — CR155 CN155 C155 CW155 CXW155 CR255 CN255 6255 CW255 _ o III,I; I�I� ,�� v ��. +✓� , ��_�� -iv i� � l� rl � ��", ,"� CR16 CN16 C16 CW16 CXW16 CR26 GN26 C26 CW26 2 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025852 Date 4/11/03 Property Address . . . . . . 1640 BEACH AVE Tenant nbr, name . . . . . . FIRE SPRINKLERS Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ FIRE SPRINKLER SERVICES NE FLA 4533 101 SUNBEAM RD. JACKSONVILLE FL 32257 (904) 262-1002 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 69 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------- ------ ---------- ---------- ---------- ---------- Permit Fee Total 69 . 00 69 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 .. Grand Total 69 . 00 69 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL �$ CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Ca r Date: 4, Owner of Property: N cAtc>c<< I e S f 4 e A c P Job Address: �--� 40 �tRe,-,--t► 14ue- Contractor: 1�l'�P In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. III. GENERAL INFORMATION A. Type of heating fuel: B. ❑ Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? ❑ Oil f ❑ Other–Specify IF YES,GIVE NUMBERQF CO STRUCTION PERMIT 0 71— 2 J 3F3 IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED Residential or _ Commercial ❑ New Building (Provide complete list of components on back of this form) &'r Existing Building ❑ Heat _Space _Recessed —Central _Floor CIReplacement of existing system ❑ Air Conditioning: Room Central ;-", New Installation(No system previously installed) 0 Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacitycfin C3Other-Specify ❑ Refrigeration ❑ ooling tower: Capacity _gpm Y Fire sprinklers: Number of heads U THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) O Gasoline pumps (Number) (Received) 0 Tanks (Number) ❑ LPG containers (Number) Remarks ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Date ❑ Other–Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency HEATING–FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BT Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800•Fax:(904)247-5845• httu://www.cLatlantic-beach.fl.us 1/14/03 FIRE SPRINKLER SERVICES of N.E. FLORIDA P.O. Box 23787 (904) 262-1002 Jacksonville, FL 32241-3787 --- --- ---- -- - Fax (904) 262-2166-- / CNo :5 rl" ke,i) .k7P P� �Or �ir•e i+ ' (9) A 11 P09 F� 1' y s o r 1-(; D-V E-11 ti C 1 i -ti -�; —_v 1- 5-c� =i I� � � � � a • !� n %•-':��` Q � 1 TO P'l �(�►M2 .' �� c��ocK �C's`t��hce -- 164D �eU�l, Ave. FIRE SPRINKLER SERVICES of N.E. FLORIDA P.O. Box 23787 (904) 262-1002 jacksonvffte,--FL 3224-1.378-7 Fax (904) 262-2166-- 0l 3-9 =� Li �� In; .—'II CZ) '7 1, c 0 1 Aftc,. *-75� �^r ! � 1 i F 5-1 i-0 dE 71-67 Pi cltoc� ......... rn\ 1`"� � 'LBL�"[.i�ZZ`��G£i 10 ktoO CAA��.��1?Iarvs s '4111A. 99 (,VO6) zool-vz Apr 09 . 03 09: 372 Swanson Fire 904 262 1429 p. l 9 Fire Protection by Computer Design Fire Sprinkler Services of N.E. Fla. P.O. Box 23787 Jacksonville, FL 32241-3787 Job Mame PLAT$OCK RES _05 Build'ng Location 1?ILANTIC BEACH. FLORIDA Sye.em 1 Contract Data File 134.WX1 Computer Programs by Hydratec Inc. Route 111 4d4ndhan N.H. USA 030E37 Rpt 99. 03 09: 37a Swanson Fire 904 2G2 1429 p. 2 Page 2 PLA.TLOCK RES . 05 Date HYDRAULIC DESIGN INFORMATION SHEET [Jame - PLATLO�.K RESIDENCE Date - 4/4/G3 Location - ATLANTIC REACH. F'_ORIDA Building - System No. - 1 Contractor - Contract No. - Caiculated By - JOHN SWANSON Drawing Nc-. - FP1OF1 CunstruCtior: (X) Combustible { ) F?cn-Combustible Ceilinc Height 10 OCCUPANCY - RESIDENCE S Type of Calculation: ( jNFPA 13 Residential ( )NFPA 13R. (:.)NF1PA 13L Y Number of Spr_�nkiers Flowing: ( i1 (X)2 )4 S i )Other ( !Specific Ruling Made by Late E x Listed Flow at Start Point - 13 Gpr*, Systern Type Listed Pres. at Start Point 7 Psi (X) Wet ? Dry D MAXIMUM LISTED SPACING 16 x 16 { ) Deluge ( ) :renction E Domestic Flow Added - GPM Sprinkler or Nozzle S Additional Flow Added - Gp:u ya'ee RELIABLE HDdel F1RES49 Elevation at Highest. outlet - 30 Feet Sire 1/2 K-Factor 4.9 G Note: Temperature Ratinc N Ca culation Gpm Required 34 Psi Required 26 At Test Summary C--,actor Used: Overhead 150 Underground 150 * Water Flow Test: Pump Data: Tan< or Reservoir: A Date of Test - 4/4/03 Rated cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 48 Eler. R Residual (Psis - 42 Other Well Flow (Gpm) - 16 Proof Flow Gpm S Elevation - 0 P Location: HOSE BIB P Source of Information: y Computer Programs by Hydratec Inc. Route 111 Windham N.H. LSSA C3087 Page 3 PLATLOCK RES .05 Date City Hater Supply: Pump Data: C].-Static Pressure: 45 PSI o C2-Residual Pressure: 42 PSI W C'2-Residual. Flow: 16 GERM O W O (D W N 150 _ V1--Elevat40j): 12.993 PSI D2-System F1ow:26.08 GPM 190 - --- -- - --- N-System Pressure: 34.121 PSI 7 Hose ( kdj City ) :0 GPM N 130 - --! -- - "- Hose ( Aam !and ) :0 P[d 0 3 P 120 Safety Margin: 3.472 PST a R � 110 --- - -- - - ---- - - -_ - B In - - - - - -- - -- _ ----- go -- - - -_ - ---- ---- ._. 7 - -- ---- - _ w R r;cr 4 z N 40 2 -- - - — —`. _- ----- ----- - ------- ---- �. 3i; -- - _. -------___ ---_..�.___._-� __ __.-- _ - --------____ _.-_ N J II} ' I .1 1 100 200 3UO 400 ,0': 600 700 B(l0 900 FLOW ( N 1.85 ) til �Ompili;�'C Progr.imp, by Hydratc-c Inc. 1 (')Ute 111_ Windham Apr 09 ,03 09: 37a Swanson Fire 904 262 1429 p. 4 Paye 4 PLATLOCK RES .05 Date Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Cry Pipe Valve E 90' Standard Elbow F 4r' Elbow G Gate Valve & 45' Grvd-Vic Elbow I 90' Grvd-Vic Elbow 17. 90' GrV'.1'-Vic Tee K Detector Check Valve L Long `_'urn Elbow M I7edium Turn Elbow N FVC Standard Elbow G PVC Tee Branch F PVC 45' Elbow Q Flow Control Valve R PVC Coupling/Run Tee Swing Check Valve T 90' Flow thru Tee 0 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee 1 Mechanical Tee Z Flow Switch Conputer Programs by Hydratec Inc. Route 111 Windham N.H. USF. 03OS7 Apr 09 .03 09: 37a Swanson Fire 904 262 1429 p. 5 Page 5 PLATLCCK RES .05 Date rinadjusted Fittings Table 1/2 314 2 1 1/4 1 1/2 2 1/2 3 3 1/2 4 A 7.71 21.3 17.0 B 7 10 ._ C i ] 1 1 1 1 1 1 1 i 5.5 1' 26 E 2 % 2 3 y 5 6 7 ^0 1u F 1 1 1 2 2 3 3 3 4 1 1 Z i 2 2 2 3 3 3.5 3.5 S 2 ? 4 3.5 6 5.0 B 7 J 4.5 6 8 6.5 _0.8 13 17 7.0 B 14 i 2 2 2 4 5 `_ 5 H 2 2 3 3 4 5 6 6 8 N 7 7 7 .. 9 11 12 13 3 3 5 6 8 10 12 15' P 1 1 i 2 2 2 3 G i6 29 35 '_ 2 2 5 4 5 5 9 11 14 16 29 22 T 3 4 5 6 6 10 1% 15 17 20 1.9 2.2 2.0 3.4 y 3.5 4.3 5 6.3 N 10. x 8.5 10.8 13 16 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 3 2 2 3 4 5 6 ? 8 10 5 6 E 10 12 14 16 18 20 24 A 17 27 29 E 9 10 12 19 21 C 1 1 D 47 E 12 14 13 22 27 35 EO 45 5': 61 F 5 7 9 11 13 17 19 21 24 2E G 2 3 4 5 6 7 B 10 11 13 S 4.5 5 6.5 8.5 10 1B 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 78 38 96 12D Y 36 55 45 8 9 13 16 18 24 -'7 30 34 40 N. 10 1215 19 22 U 0 U 33 R S 27 32 45 55 65 76 E7 SS 109 130 T 25 30 35 50 60 71 81 91 101 12i 0 4.2 5.0 5.0 V 8, 1C 13 N 13.1 31.8 35.8 27.4 X 21 25 33 12 14 1 22 27 35 4C 45 50 61 Compute: Programs by Hydratec Inc. Route 111 Windham N.H. USA 03037 Rpr 09 03 09: 38a Swanson Fire 804 262 1429 p. 6 Page 6 FLATLOCK RES .05 Date Node 8levation K-Fact Pt Pn Flov Density Area Press No. Actual Actual Added Req. Reg. 1A 30 4.9 7 na 12.96 05 256 7 1 30 a - R 1x 1 7.48 na 13'.12 2 30 r = R @ 1 7.31 na 12.96 3 ?0 7.53 na 4 30 9.23 na 5 11 18.39 na TOR 11 21.06 na EASE rJ 26.6 na ESF C 34.12 ria. .he maximum velocity is 5.44 and it occurs in the pipe between nodes 3 and 4 Compute= Progra:rs by Pydratec Inc. Route 111 Windnan N.H. USA 0308? Apr 69 03 09: 38a Swanson Fire 904 262 1429 p. 7 Page 7 PLATLOCK AES .05 Date Eyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******, notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn IA 12.96 1.109 1T 9.906 0.670 7.0001 K Factor = 4.9 to 150 9.905 1 12.96 0.0294 10.575 D.311 .'el 4.3,?5 12.96 7.311 K Factor = 4.79 i 13.12 1.4 IE 4.862 10.580 7.484 K Factor 0 node 1 to 150 9 .862 3 .12 0.0096 15.442 0.149 Vel = 2.734 13.12 7.633 K tactor = 4..75 2 12.96 1.109 1T 9.905 1.040 7.311 X Factor @ node I to 150 9.905 3 12.96 0.0294 10.945 0.32; Vel = 4.305 3 13.12 1.4 IT 9.724 26.830 7.634 to 150 2E 4.862 19.448 4 26.08 0.0345 46.27E 1.597 Vel = 5.436 4 1.4 lE 4 .862 22. 000 9.231 to 150 4.862 8.229 5 26.08 0.0345 26.862 0.927 Vel = 5.436 5 1.4 4r 4 .862 48.330 18.387 to 150 IT 9.724 29.172 TOR 26.08 O.C345 77.502 2.674 Ve = 5.436 TOR 1.4 2B 11.000 21.061 to 150 is 11.345 11.345 4.764 BASE 26.08 0.0345 22.345 x.771 Val = 5. 436 BASE l.4 4E 4.862 15.000 26.590 to 150 ,n. 9.724 29.172 6.000 fixed lois - 6 TEST 26.08 0.0345 1(3 44.172 1.524 Vel = 5.436 2E.08 34.120 K Factor 4.46 Computer Programs by f;vdratec Inc. Route 111 Windham N.H. U3A 03087 Rpr 09 03 08: 4Ga Swanson Fire 904 262 1429 p. 1 9� BRANCH LOCATION El Orlando (-07)850-9618 l Ft. Myers (813) 481-8554 of E]Jacksonville(904) 260-0000 C Riviera Beach(4077) 848-546 - FMEI ❑Tampa (813) 989-0088 J Miami (305)888-4551 To From Date Subject L.i4T-L-)C_C_ ZC5tL*.-)EA.1CG:"" Time (Use separate rsema Iur aach suhjecn +�f1'tflT c��w�� LtST' Pi 101 7 11 can _ 1,4 C PVC 9Q Z-0 1106 to I- d TF49- -41 1 I/Y " TCE I llqXegx/x I CfVc- Izet CROSS --- 1`i4 (( 13,AOM16S a CO --_ lily CSPVC_ C PLL. _to It` cc k � q 1`r`t " FE01AtC AbA-f-jv!fZ 1 x,V z u 5 f ie is lib Ar,4P - 6Sx F'1P__6 -- t/z x !''` .._GstLu, � .Sciz- per —_ iYy�C�L t►�s `� /Z X l-f t fi`'`t o S_ PSEZ 40 sVxb 7"Xr y*AD 71 G Com4Z-Z- 14_W&8r S 012 S O _ , 4 u k _ - OT S ONE STEW G.G.V_S=" [ fes, _ �,r9fl C►4,31f` ---- .� F ORN1210-CURTIS 1000 — --- REV.2,193 P ` FIRE SPRINKLER SERVICES of N.E. FLORIDA P.O. Box 23787 (904) 262-1002 Jacksonville, FL 32241-3787 -- -- --- - - Fax (904) 262-2-166-- 0+-e 62-2166— a+e 4 P $'y 5+ n, . b NEPA - p e got4y CNo SPr�u. kei I iI (9) All CrVC -ror Pir-e I+ 1 ,-__ - I� •fl -15 _ i I xs5! VN a r. i {;I 1� c F 1 i P1r e i n t� To b pl ,t oc K QC'sy�ence Pue. s� FIRE SPRINKLER SERVICES of N.E. FLORIDA P.O. Box 23787 (904) 262-1002 Jacksonvi-1}e;-FL- 3224-1-3-78 _—" - - Fax (904) 262-2166-- it T'tir• 3-9 1 8-74 A7.1 � l If f—i o '_• �c I'' I• L-f 1 O �! _ I` II J II I 1, o �..—�a i LA ° i ii 5-1 o 4"Fj 0 -6 mw 'I 1 ' - P140c- s 16 4.0 -(?C-�. FIRE SPRINKLER SERVICES of N.E. FLORIDA P.O. Box 23787 (904) 262-1002 Jacksonville, FL 32241-3787 Fax (904) 262-2166 L-71 z 4r. 4 Fr C-14 16 �0 ve. Rpr• 09 ,03 09: 372 Swanson Fire 904 262 1429 p. 1 Fre Protection by Computer Design Fire Sprinkler Services of N.E. Fla. P.O. Box 23787 Jacksonville, FL 32241-3787 Job Name PLA1'SOCK RES .05 Building Loc at Ion ATLANTIC BEACH. FLORIDA SyEzem 1 Contract Data File 134.WX1 Computer Programs by Hydratec inc. Route 1i1 Windham N.N. USA 030�7 Rpr 09 .03 09: 37a Swanson Fire 904 262 1429 p. 2 Page 2 PLAT- RES .05 Date HYDRAULIC DESIGN INFORMATION SHEET (lame - PLATLOC'.K RESIDENCE Date - 4/9/D3 Location - ATLANTIC REACH. Fr3RIDA Building - System No_ - 1 Contractor - Contract No. - Caiculated Py - JOHN SWANSON Drawing No. - FP1OF1 Constructior, (X) Combustible { j Ncn-Combustible Ceiling Height 1C OCCUPANCY - RESIDENCE S Type of Calculation: ( ?NFPA 13 Residential ( )NF?A 13R. (X.',NFPA 13L Y Number of Sprinklers Flowing. i i1 (X)2 ( )4 ( '; S ( )Other ( !Specific Ruling glade by Late E M Listed Flow at Start Point - 13 Gpir, System Type Listed Pres. at Start Point 7 Psi (X) Wet ? Dry KAXIMUM LISTED SPACIN lo" x 16 { ) Deluge ( ) PreActian E Domestic Flow Added - Gpm Sprinkler or Nozmle Additional Flow Added - Gpm (Hake RELIABLE '.Model F1RES45 Elevation at Highest. Outlet - 30 Feet Size 1/2 k-Factor 4.9 G Note: Temperature Rat-inc, _ N Calculation G!D.n Required 34 Psi Required 26 At Test Summary C-Factor Used: Overhead 150 Underground 150 47 water Flow Test: Pump Da Ca: Tar:: or Reser•�,oir: A Date of Test - 4/9/03 Rated Cap. Cap. T Time of Test - @ Psi Elev. E Stetic (Psi) - 48 Elev. R Resid.uai (Psi) - 42 other Well Flow (Gpm) - 16 Proo` Flow Gpm S Elevation - 0 P Location: HOSE BIB P _. Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. LISA CS037 Page 3 PLATLOCK RES .05 Date City ?Tater Supply: Pump Data: C1-Static Pressure: 45 PSI o C2-Residuai Pressure: 42 PSI ca X72-Residual Flora: 16 GPM •O W O (0 W N 150 C1--Elevation: 12.993 PSI 190 - - -- -_ ___ D2-System F1ow:26.08 GPM m D2-System Pre=_snure: 34.121 PSI 3 Hasa ( Adj City ) :0 GPM 0 130 -- -- - -- Hose ( Aamancl ) :0 rPM P 120 -- - -- -----_, _- Safety Margin: 3.472 PST N• R 110 -{ --- - - - ------- - - - - _ E 100 - - - - -- - --- --- ---- " 90 _ 5 80 --- - - -- --- --- - -- (; 70 - ---- ---- - - -- - R _—. -- -- - --_-__ - - ------ t0 60 i . p E0 --_.-._ - -- - I - - -- -I - -- - — -__._- IU (T) N 40 )� - _ -- ^� --- - ----- - --- ---- ---- �, R) 1110 200 3U0 900 5 0 600 707 800 900 FLOW ( N 1.B w :ompi:tr=r F.ror;rams by Hydracec Inc. Route 111 Windham N.H. USA !f'OEt7 Rpr 09 03 09: 37a Swanson Fire 904 262 1429 p. 4 Paye 4 PLATLOCK RES .05 Date Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 4=' Elbow G Gate Waive N 45' Grvd-Vic Elbow I 90' Grvd-Vic Elbow ,; 90' Grv'd-Vic Tee F Detector Check Vaive L Lonq Turn Elrow M tedium Turn E16ow N PVC Standard Elbow G PVC Tee Branch p PVC 45' Elbow Flow Control Valve R PVC Coupling/Run Tee Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow di Wafer Check Valve h 90' Firelock Tee 1 Mechanical Tee Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03OS7 Rpr 09 D3 09: 37a Swanson Fire 904 262 2429 P. 5 Page 5 PLATLCCK RES .05 Date iJnadjusted Fittings Table f 1J2 3/4 1 1 1/4 1 1/2 2 1/2 3 3 1/2 4 A 7.1 21.5 17.0 H -7 10 12 C i I 1 1 1 L i 1 1 i D E 2 r". 2 3 $ 5 6 7 v lU 1 t 1 2 2 G 1 1 1 1 2 ..5 2 2 3 3 3.5 3.5 I 2 3 4 3.5 6 5.0 8 7 J 4.5 6 6 8.5 t0.8 13 17 1.E L 1 j 2 2 2 3 4 5 5 6 M 2 2 3 4 5 £ E R N 7 7 9 11 3.2 13 3 3 5 6 0 10 12 15 F 1 1 i 2 2 2 3 Q 1R 29 35 R 1 1 1 _ 1 ± 2 2 5 4 5 5 9 11 14 16 29 22 i 3 4 5 6 6 iU 1?. 15 17 20 17 1.9 2 2 2,6 3,4 3.5 4.3 5 6.3 W 10.3 x 8.5 1v.8 13 16 Y 2.D 4.0 5.0 6.0 6.0 10.5 12._`, 15.5 22 ?. 2 3 4 5 6 7 8 10 5 6 8 10 12 ±4 16 16 20 24 A 17 27 29 E 9 10 12 19 21 C 1 1 1 D 47 E 12 14 13 22 27 35 E0 45 5 01 F 5 '7 9 11 13 17 19 21 ^<4 E G 2 3 4 5 6 7 9 10 11 13 E 4.5 5 6.5 8.5 1_0 1B 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 76 98 98 12D Y 36 55 45 8 9 13 16 LB 24 27 30 34 40 N IC 12 16 19 22 N CO U 33 R 3 27 32 45 55 65 76 E7 9'c 109 130 T 25 30 35 50 50 71 81 91 101 121 0 4.2 5.0 5.0 V 8.5 IC 13 W 13.1 31.8 35.8 27.3 21 25 33 12 14 1? 22 27 35 4C 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windram N.H. USA D303p Rpn 09 03 09s38a Swanson Fire 904 262 1429 p, 6 Page 6 PLATLOCK RES .05 Date Node Elevation K-Fact Pt Pn F1 CIV Dansity Area Praaa No. Actual actual Added Req. Req. 1A 30 5.4 7 na 12.96 n5 256 7 i i0 a - K ,a 1 7.48 na 13'.12 2 30 ?f = R @ 1 7.31 na 12.96 3 ?0 7.53 na 4 30 9.23 na 5 11 18.39 na TOR 11 2..06 na EASE 0 26.6 na .ESr 0 34.12 na .,e maximum velocity is 5.44 and it occurs -Jr t'1e pipe between nodes 3 and 4 Computer Prograir•,s by Hydratec Inc. Route 111 Windhan N.H. USA 03087 Rpr 09 03 09: 38a Swanson Fire 904 262 1429 P. ? Page 7 PLATLOCK RES .C5 Date Fyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" os• Ftng's Pe PV Notes **0--* Point Qt Pf/UL Eqv. Ln. Total Pf Pn lA 12.96 1.109 IT 9. 906 0.670 7.0!:,0 K Factor = 4.9 to 150 9.905 1 12 .96 0.0294 10.575 0.311 Ciel = 4.3,)S 12.96 7.311 K Facror = 4.779 i "3.12 1.4lE 9.862 10.530 7.484 K Factor @ node 1 tri 150 4 .862 3 .12 0.0096 15.442 0.149 'Vel 2.735 1.3.12 7.633 K Factor = 4,.75 1 12.9E 1.109 IT 9.906 1.040 7.311 X Factor @ rode 1 to 150 9.905 3 12.96 0.0294 10.945 0.322 Vel = 4. 305 3 13.12 1.4 1T 9.724 26.8300 7.634 to 150 2F 4.862 19. 449 4 26.06 0.0345 46.27E 1.597 Vel = 5..436 4 1.4 lE 4 .862 22.000 9.231 to 150 4.862 5.229 5 26.08 0.0345 26.662 0.927 Vel = 5.436 5 1..4 45 4.862 49.330 1$.397 to 150 17 9.724 29.172 TOR 26.08 0.C345 77.502 2.674 Vel = 5.436 TOR 1.4 2B 11.000 21.061 to 150 1S 11.315 11.345 4.764 BASE 26.08 0.0345 22.345 0.771 Vel = 5. 436 BASE 1.4 4E 4.862 15.OGO 26.596 to 150 1'" 9.724 29.172 6.000 Fixed lois - 6 TEST 26.08 0.03451�3 44.172 1.524 vel = 5.436 26.08 34. 120 K Factor = 4.4.6 Computer Prograro by j-,vdratec Inc. Route 121 Windham N.H. USA 03087 Fpr 09 03 08: 46a Swanson Fire 904 262 1428 p. 1 cv, BRANCH LOCATION Orlando (=07)850-9618 117 Ft. Myers (813) 431-8554 C Jacksonville(904j 260-0000 11Riviera beach(407) 842-546- 01 Tampa (813) 989-0088 J Miami (305)858-4551 To - From ��J Date Subject 2L.14TL-)r—C- 2e;5t1->EtvCG7- Time jUse separate.Tema tar aach suBl�-cC CPuG P1101 ce v — - o t CPUC. 90 11 Z-0 170 a -- JINXI`NxIx I CfVc- Qit CROs --- 1111i)(1111XI 9% L4 �—_�� .gyp v� CPG• _ � -to 5PIZ4 ilk tib ADff 71FOL !�S x�'iFT tL T. 11eq x Yz x !'�� .._G�4u, � .Scram d � w iY�x�'L evs�c� L Yz Xtpy _sst�n�tr - tl ry DQU LC CASCI< is A�JeFe1�c.' _ t'�(� l " �o GSSZ� Z Z Nanres o/t EOs�R-c_ CS;.-7 -- en C1431Ale-7 T-1 K:= q.9 gZe S. 5pr1C cJH!T� _ ��zrr#a�E �r tsEsy Iv q FORN1210-CURTIS 1000 -- --- REV.`.S,' FIRE SPRINKLER SERVICES 1 of N.E. FLORIDA P.O. Box 23787 (904) 262-1002 Jacksonville, FL 32241-3787 --- -----—- - - Fax (904) 262-2166- - 57v;+e A% .t N FPA -13 p S>..0 i e ot'4y No SPr�cs. ��• �� A 11 P►pe �� 'L��s` .�a C PUC 4'o r �;rc � 1 L 'fl Cb iD y. ZZ `p c - `- - '! :;7 E E �� ••G ~ ��z (jJ S i TV' Q SSSS lb Em t11 c TO ;j`) pl "to' k A-I-I an+;c- FIRE SPRINKLER SERVICES of N.E. FLORIDA P.O. Box 23787 (904) 262-1002 jacksonvfflL—,-FL 3224-1-3-78-7 Fax (904) 262-2166-- _71 3-9 Li co CZ.% Ll C, W-75--I F ri 1 3 6-w 4,0 Vic, FIRE SPRINKLER SERVICES of N.E. FLORIDA P.O. Box 23787 (904) 262-1002 Jacksonville, FL 32241-3787 _ ____ __ Fax (904) 262-2166 fr ! �ppCY i ; II ji 1{ j , i N 11 �j I;�•� .' r y f iI - i ,--- Id � i 1-bW r'" ,f 6,-\0p I Olt() 15 II 1 , Rpr 09 03 09: 37a Swanson Fire 904 262 1429 P. 1 a Fire Protection by Commuter Design Fire Sprinkler Services of N.E. Fla. P.O. Box 23787 Jacksonville, FL 32241-3787 Job Mame PLAT'VOCK RES .05 Building Location ATLANTIC BEACH. FLORIDA Sys�em 2 Contract Data File 134.WXI Computer Programs by Hydratec inc. Route 111 Windhan N.H. USA 0309" Apr 09 03 09: 37a Swanson Fire 904 262 1429 p. 2 Page 2 PLATLOCK RES .05 Date HYDRAULIC DESIGN INFORMATION SHEET [lame - PLATLO,K RESIDENCE Date - 4/9/53 Location - ATLANTIC REACH, F=3RIDA Building - System No. - 1 Contractor - Contract No. - Calculated By - JOHN SWAN SON Drawing Nc. - FP10£1 Construction: (X) Combustible { ? Ncn-Combustible Ceilina Height 10 OCCUPANCY - RESIDENCE S Type of Calculation: ( INF-PA 13 Residential ( )NFPA 13R. (X)NFPA 135 Y Pdu:nber of Sprinklers Flowing: ( ; 1 �X)2 { )4 ( 1 S f )Other { )Specific: Ruling Made by Date E M Listed Flow at Start Paint - 13 Gpin System, Ty,pe Listed Pres. at Start Point - ± Psi (X) Wet Dry D MAXIMUM LISTED SPACING 16 x 16 { ) Deluge ( 1 ? 'eAction E Domestic Flow Added - Gprrn Sprinkler or Noche SAdditional Flow Added - Gp:a Ma',e RELIABLE Model £1RES49 Elevation at Highest. Outlet - 30 Feet Size 1/2 K-Factor 4.9 G Note: Temperature Ratinc N Calculation Gpm uegjired 34 Psi Required 26 At Test Summary C-Factor Used: Overhead 150 Underground 15+3 &7 Water Flow Test: Pump Dara: Tara or Reservoir: Date of Test - 419/03 Rated Cap. Gap. T Time of Test - @ Psi Elev. E Static (Psi) - 4,9 Ele,. R Residual (Psi) - 42 Other Neil Flow (Gpm) - 16 Proof Flow Gpm S Elevation - 0 2 Location: HOSE BIB P _. Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham_ N.H. USA C3G87 Page 3 PLATLOCK RES .05 Date City Water Supply: Pump Data: � C7.-Static Pressure: 45 PSI r2-Residual Pressure: 92 PSI :.:Z-Re idual Flow: 16 GPM 0 w 0 to w a m 15 t1 _ DI--Elevation: 12.993 PSI E D2-System Flow:76.D8 GPM 190 - ---- -- - -- D?-System Pressure: 34.121 PSI j Hast ( Adj City ) :0 GPM N 130 i-lose ( Dertiand ) :0 GPM 3 7 P 120 -- -- - - —--- ---- _ Safety Margit.: 5,472 PSI w R � 110 E10U - - - -- ... - -- ------ go - - - --— - -- -- ------ 5 U 70 - --- _ -- _ _ (D Rt�r -- - --- —.--�- - -- --- 0 E r,D .7r-- '2 I'2 Ri 30 N `�lVV 1 I Ic 100 200 3U0 400 500 600 700 800 900 FLOW ( N 1.B5 w Compo'Lc-r P.rour.aris by H,,,dr3Lec Inc. T.oute 111 Windham N.H. USA 03087 Rpr 69 03 09: 3?a Swarson Fire 904 2G2 1429 p. 4 Paye 4 ' PLATLOCK RES .G5 Date Fitting Legend Abbrev. Name A Generic Alarm Va P Generic Butterfly Valve C Roll Groove Coupling D Cry Pipe Valve E 90' Staadard Elbow F 4�' Ell bow C Gate Valve y 45' Grvd-Vic Elbow i 90' Grvd-Vic Elbow 90' Grvd-Vic Tee K Detector Check Vaive L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow 0 PVC Tee Branch p PVC 4 ' Elbow Flow Control Valve R PVC Coueling/Rub_ Tee Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow >r Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03057 Rpr 09 03 09: 37a Swanson Fire 904 262 1429 Page 5 p 5 P'LATLOCK RES .05 Date Tinadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 2i.5 17.0 9 9.5 17 26 E 2 % 2 3 4 5 E 7 E lit 1 1 1 2 2 3 3 ; 4 1 1 1 1 2 ti 1 1.5 2 2 3 3 3.5 3.5 S 7 ? 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 le 1'• -.1 i4 2 2 2 4 5 5 5 M 2 2 3 4 5 F E• R N 7 7 ? 9 11 1.2 13 0 3 3 5 6 8 iD 12 15 P 1 1 i 2 2 2 Q l8 ?_9 35 R 1 1 ! _ 1 _ 2 2 5 4 5 5 9 11 14 16 19 22 7 3 4 5 6 6 i0 12 15 17 20 1.9 2.2 2.6 3.4 3.5 4.3 5 6.3 W 10. X 8.5 21.8 13 16 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 8 2 2 2 3 4 5 6 7 8 20 5 6 E 1v 22 4 16 18 20 24 A 17 27 29 P 9 10 12 19 21 C 1 1 1 i 1 1 1 1 1 I D 41 E 12 14 19 22 21 35 ,0 45 61 F S 7 a 11 13 17 19 21 24 2E G 2 3 4 5 6 7 9 10 11 13 9 4.5 5 6.5 8.5 10 1B 20 23 25 30 1 8.5 10 13 17 20 23 25 33 36 ?0 1 21 25 33 41 SO 65 78 38 96 12 r.. 36 55 45 8 9 13 16 18 24 27 30 34 40 Y. IC 12 16 19 22 N 0 v Q 33 R S 27 32 45 55 65 76 E7 9c 109 130 T 25 30 35 50 50 71 $1 91 101 l21 U 4.2 5.0 5.0 v 8.5 1C 13 W 13.1 31.8 35.8 27.4 X 2l. 25 33 12 14 1.' 22 27 35 4C 45 3D 61 Compute: Programs by Hydratec Inc. Route 111 Windtam N.H. USA 0303- Rpr 09 03 09: 39a Swanson Fire 904 262 1429 p. g Page 6 ' PLATLOCK RBS .05 Date Node zlevation K-Fact Pt Pn Slov Density Area Press No. Actual Actual Added Reg. lteq. 1A 30 4.9 7 na 12.96 n5 2916 7 1 33 F - K .a 1 7.48 na 13'.12 2 30 v = K @ 1 7.31 na 12.96 3 ?0 7.53 na 4 30 9.23 na s '_1 18.39 na TOR 11 2'..06 na PASS 0 291.6 na ESL C 34,12 na The maximum velocity is 5.44 and it occurs ir the pipe between nodes 3 and 4 Compute_ Prograx..s by 14ydratec Inc. Route 111 Wind'nan N.H. USA 0308? Apr 09 03 09: 38a Swanson Fire 904 262 1429 p. 7 Page 7 } PLATLOCK RES .05 Date F.yd. Qa Lia. Fitting Pipe Ft Pt Ref. `'c" 01' Ftng's Pe Pv * } Notes *+» .•� Point Qt Pf/UL Eqv. Ln. Total Pf Pn �rrr IA 12.96 1.109 iT 9.906 0.670 7.0!;C K Factor = 4.9 to 150 9.905 1 12.96 0.0294 10.575 0.311 vel = 4.335 12.96 71 .311 K Factor = 4.79 1 13.12 1.4 IF 4.862 10.580 7.484 K Factor @ node 1 to 150 4 .862 3 i2 0.0096 15.442 0.149 fel = 2.735 1.3.12 7.633 K Factor = 4.75 2 12.96 1.109 1T 9.905 1.040 7.311 K Factor @ node 1 to 150 9.905 3 12.96 0.0294 10.945 0.322 Vel = 4.305 3 13.12 1.4 1T 9.724 26.830 7.634 to 150 2E 4.862 19. 448 4 26,08 0.0345 46.2?8 1.597 Vel = 5..436 4 1.4 1E 4.862 22. 000 9.231 to 150 4.862 8.229 5 26.08 0.0355 26.862 0.92' Vel = 5.436 5 1.4 4E 4.862 48.330 18.387 to 150 1T 9.724 29.172 TOR 26.08 0.0345 77,502 2. 674 Vel = 5.436 TOR 1.4 2S 11.000 21.061 'to 150 1S 11.345 11.345 4.764 BASE 26,08 0.0345 22.345 ^..771 Vel = 5. 436 VASE 1.4 4E 4.862 15.000 26.596 to 150 27' 9.724 29,172 6.000 Fixe: lois - 6 TEST 26.08 0.0345 1G 44.172 1.524 vel-= 5.4.36 2 .08 34. 120 K Factor = 4.46 Conp•ster Programs by I:ydratec Inc. Route 122 Windham N.H. USA 0308'7 Rpr 09 03 08: 46a Swanson Fire 904 262 1429 p. 1 ,s BRANCH LOCATION Orlando (-07)850-9618 1,7 Ft. Myers (8 13) 481-8554 a� C Jacksonville (904)260-0000 ❑ Riviera Deach(4D7) 848-546- ❑Tampa (813) 989-0088 J Miami (305)888-4551 FMEI ToS From Date Subject (J L RTC�C2C 5ti>EtV Com" Time {use separate memo tof each auBlecal U,5] --- PW- PSP _ 7SSn' t'fY" Hca t" C PVC. 9a a - 8` --- - __1r51x�`��rxJ h t< t -- Ioc� a z1Q _ i l�4 ( , 1asHI�IG S K - —q _ i`1af '� lanaLC �ln ___� k�'�_ " SPS► eJ1� ki;mb ra-w7giz- 6x �. I'Vq_X Illy X !yl L ,l2_ x1/-1 13 ustf�n � — T tJ — E:)C3U131.0 CMS-j°K1�FfC�' Lb t�J z*�D reGGo f�ZZ r,�S o/2 EQ,;f�t- _ S Z -- YZ" K-�� S• SPK W0170— �ftfsyg-- - Ili g . FORM 210-CURTIS 1000 REV.:��Q, i r CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD j . ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 -•t1.i31 fir' Application Number . . . . . 03-00025850 Date 4/09/03 Property Address . . . . . . 1640 BEACH AVE Tenant nbr, name . . . . . . INSTALL GAS PIPE ONLY Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ TUBE WORKS 9652 CHUTNEY COURT JACKSONVILLE, FL JACKSONVILLE FL 32221 (904) 838-5327 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . 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 Cit yy of Atlantic Beach *** CUSTOMER RECEIPT *** Oper: CKOMOREK Type: OC Drawer: 1 Date: 4/09/03 01 Receipt no: 48843 Description s BP 0BUI258oty Amount 3LDING PERMITS 1 170.00 Tender detail M THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED CK CHECKS 1161 170.N R OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN Total tendered 170,00 :7E FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS Total payment 170.00 TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Trans date: 4/09/03 Time: 10:13:18 f CITY OF ATLANTIC BEACH r) MECHANICAL PERMIT APPLICATION Date: Owner of Property: Pee"42 ,oa al Job Address: 0 (��, („ 14Z' IAC' Contractor: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practicelisted therein. III. GENERAL INFORMATION A. Type of heating fuel: B. 0Electric — IS OTHER CONSTRUCTION BEING DONE ON THIS Gas: $LP _Natural Central Utility BUILDING OR SITE? y PQ ❑ Oil ❑ Other–Specify IF YES,GIVE NUMBER OF CO TR TION PERMIT IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED Residential or Commercial New Building (Provide complete list of components on back of this form) ❑ Existing Building ❑ Heat _Space _Recessed —Central _Floor L3Replacement of existing system ❑ Air Conditioning: Room Central inW^ New Installation(No system previously installed) ❑ Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacitycfm ❑ Other-Specify ❑ Refrigeration ❑ Cooling tower: Capacity gpm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY LlElevator: _ Manlift_Escalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers ❑ Other–Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency HEATING–FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BT Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800•Fax:(904)247-5845• httu://www.cLatiantic-beach.il.us 1/14/03 .4 CITY OF ATLANTIC BEACH .' 800 SEMINOLE ROAD ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 247-5826 t X331>`" Application Number . . . . . 03-00025793 Date 4/01/03 Property Address . . . . . . 1640 BEACH AVE Tenant nbr, name . . . . . . HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD. NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 167 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 167 . 00 167 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 167 . 00 167 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. -FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL BUILDING AND ZONING INSPECTION DIYISICN CIT! OF ATLANTIC BEACH ATLANTIC BIRCH.FLCRIOA 31=3 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPCRTAN T—Apoiicsn--c ccmoiete ail ii-erns ir, sec-icns 11, 111, anc !V. I Str►•t Address: (J % Q /l G'�4Ce /f✓r r ' CF Infus•eting Stn•n: 3tl+r•an ! C1 r r And ✓r� 1 lUIL;ING I Sub•d(virion 11. ICE?VTIFiCATICN --:obe comoieted by ail aoolicants. :n considerotion of permit given for doing the work is dascrib•d in the above statement—:ur•oy sgree to Perform said work in accordance with the attaenFd pians *no toeeiiieations.inch are a part i•rsof and in accordance .ith 'he C:Iy of Jaeisonviil• ardmeneo and standards of;aad.preetiee listed theme. Herne of M•ceanieai Contractors _ Gena•ter(Print l I /!/ STS J j= MasNr I C,4 C Name ai i Prssre r St�aerare of Ova ' er A Agent Arehi!•et sr engineer u. GINS►L INFO r N Type ai hosting fvsit IS OTHER CONSTRUC ION BEING GONE O C. 'e THIS 3UILDING OR SITET Y.� C Boa— Lis C Nahret C«strsi Utility I IF YES, OiVE NUMBER OF CON�yTI:jCT.0y�{ . i C Ci! PERMIT C. >—Z —2 / •� I✓ Other— specify IV. )/Id1ANWAL.SQUI/M111W TO 1E INSTALIM NATURE OF WORK i ;P ey de emRaste lid of eweeon«tn as i»ak of this fern! 1Z� Remdsntiai or C Commermal ` Heat C speee Q Iseers" A Gntmi :. Roar Nsw Building Condetleeing: Q uses X Getrel C Edsting Building Qr Jac} System: Material T�Icks••• �i Replacement of existing system Msainrern u}eclly New Installation(No system previoualy Installed) Extension or add-on to existing system Q ><eirgeretiers ❑ Other—Specify C Coeilog user. Gpadfy g•P+*• Q RFD spri"awe: Neertew ai ked- Q swear C MeniiFf Q 6utefer (^eerier! THIS SPACi POR OPRM Uri ONLY Q.Gessileo psrRp` !mnnb«� (��1 . Q.'Tui` (nsrawwr) Reneeu Q LPC.aenaieers. Q UafL+si prwtwe wwet Permit Approved by Oefa.. Q Mins . Q Ofie►—Specify Ptrmsif LIST ALL EQUIPMENT AIR CONDMOMNG AND AlPRMERATION EQUMMfr Capacity Aypsosta� MmmllarVnita Daaeslatsdn YodslNvmber Xanutaatsurr (4bpa) .►Rear p..v T W !il N T W Q V.2 of L HRATLYG-FURNACES.3011F.RS.ViREFLACES Cavacttr NuaLber Volts Dexfp ti— X"d NUmiter X=Utaaturer (STU) ��Ps>s�msi er y TANTS No.X-71 N—ft" Cav"ty Tyya IJQufd Nm at serial APprorrioi and Dtmmasms contain" Xatmfaatmsr No. AW-y CITY OF ATLANTIC BEACH 800 SEMNOLE ROAD j A r ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025353 Date 2/07/03 Property Address . . . . . . 1640 BEACH AVE Tenant nbr, name . . . . . . NEW SINGLE FAMILY HOME Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 310000 Owner Contractor ------------------------ ------------------------ DEAN L. DAVIS 1908 N. FIRST STREET JAX BEACH FL 32250 (904) 237-2222 -------------------------- Structure Information ------------------------- Construction Type . . . . . TYPE VI --------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . INSTALL 26 FIXTURES Permit Fee . . . . 217 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 -------------------------------------------------------------------------- Special Notes and Comments LEGAL: PART OF LOTS 8 & 9, BLOCK 1, OCEAN GROVE UNIT 1 Fee summary Charged Paid Credited Due ---------------- ---------- ---------- ---------- ---------- Permit Fee Total 217 . 00 217 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 217 . 00 217 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. f_A O tsWsis BUILDING OFFICIAL aS3S3 JS ,� r = CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: G d Job Address: 'Q,, c, L , Av Owner of Property: t.,,i- o Ck Telephone: Plumbing Contractor:J,-)-1-son Contractor's Address: ) izi$55 61 �;x ��.d•, Si r ��,,;,sr; /'�L a 95 Telephone: C1,z)Lt %15- 15 3 3 Fax: C10 L1 - 913 State License Number: How many of the following fixtures (re-piped &k�ne �. Sinks Showers Water -� Lavatory 1 Water Heaters Hose Bib Bathtubs Dishwashers M Sewer Urinals Disposals Other -Closets Washing Machine Shower Pans Floor Drains Re-Pipe (List fixtures being re-piped) Total Fixtures: ) to x $7.YO + $35.00 = 7 0 (Minimum Permit Fee: $35.00) Signature of Contractor: liffA __ I 1�_ Installation of plumbing and ures must be in a cordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ei.atlantic-beach.R.us Revised 1/14/03 X r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j y ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025413 Date 1/10/03 Property Address . . . . . . 1640 BEACH AVE Tenant nbr, name . . . . . . MITIGATION/TREE REMOVAL Application description TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ PLATOCK, BRIAN & LESLIE OWNER 1640 BEACH AVENUE ATLANTIC BEACH FL 32233 (904) 249-3558 ---------------------------------------------------------------------------- Permit . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee .00 Issue Date . . . . 1/10/03 Valuation . . . . 0 Expiration Date . . 7/09/03 ---------------------------------------------------------------------------- Special Notes and Comments REMOVE 20 . 6 INCHES OF PALM TO BE MITIGATED WITH A 21 INCH PALM ON SITE Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF T US PEIMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW, BUILDING OFFICIAL a Minutes of Tree Conservation Board January 8,2003 Page 2 plans would include 1)39" of trees to be planted on site; and 2) trees to be chosen from an approved list of trees provided by the Board. 5. New Business A. Tree Removal Applications: 1) 208 Belvedere Street: Deferred until later in the meeting. 2) 394 9th Street: Deferred until later in the meeting. 3) 1215 Seminole Street: Mr. Adam Militello introduced himself and thanked Building Official Ford for his guidance through the tree removal permitting process. He stated he would prefer to pay mitigation into the Tree Fund since it would cost him more to plant 4"oaks on his property. He also requested that he have until the issuance of the Certificate of Occupancy to pay into the fund. A motion was made by Board Member Permenter, seconded by Board Member Shaughnessy, and unanimously carried to direct the Building Official to issue a permit for the removal of a 27" live oak and a 25" live oak to be mitigated with 26" to be paid into the Tree Fund at$117 per inch at the time of the issuance of the Certificate of Occupancy. 4) Part of Lots 8 and 9, Block 1, Ocean Grove Unit 1 (corner of Dewees Ave. and Beach Ave.): Mr. Brian Platock addressed this application. He stated that he would attempt to relocate the 7.6" live oak. In addition, he stated that they would not remove any trees for the walkway, that they would work around them. A motion was made by Board Member Permenter, seconded by Board Member Shaughnessy, and unanimously carried to direct the Building Official to issue a permit for the removal of 20.6" of palm to be mitigated with a 21" palm on site. 5) 435 Atlantic Boulevard: Mr. Wade Olszewski and Mr. Mike Urchuk of CPH Engineering, and Mr. Tim Darnall of McDonald's Corporation, introduced themselves. Mr. Olszewski summarized for the Board the building permitting process that occurred and explained how the trees were inadvertently removed without a permit. He stated that they have revised the landscape plans to include sabal palms, chordgrass and indian hawthorn to tie in with the landscaping at Town Center. Board Member Shaughnessy suggested that crape myrtles not be planted because they were not considered trees. Mr. Olszewski advised that they removed 76" of oak, 50"palm and 5" of spruce. The Board determined that they would not require mitigation of the 5" spruce and, since only 10"of palm removed was protected, they would only require 10"of palm to be planted back on the site. The Board corrected the Existing Tree Legend to reflect the correct trees that were removed. In addition, the Board requested that the wax myrtles located in the back of the lot not be removed. Mr. Olszewski read a letter from Mr.Bud Kuthan, Owner Operator, dated January 8, 2003, attached and made a part of these Minutes. rn o /est, rti'��Ce �?._r� ��-{-1-� a, S1 CITY OF ATLANTIC BEACH - , TREE REMOVAL APPLICATION OFC 2 , 6 Z400,, Allapplications must be submitted with seven 7 copies and received b on the Frid'av t (10) days prior to the scheduled meeting in order to be placed on the agenda. 4 �. , *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES BE PROCESSED. 1. l'fa•. �F LQJ �r`flac�C L(2 APPLICANT NAME ADDRESS TELEPHONE 2. J�'al- oC e., C_",e C/, 41 / ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE ro',►�. �� 3. REASON FOR PROPOSED TREE REMOVAL: N e J �d rn c cd, ,rh^/cAg 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES NOT SURE 5. PROPERTY ZONING: RESIDENTIAL COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER MITIGATION OFFICE USE ONLY INT.. EXT. AIS zo.�►" ZI" afMo�ls�fe .-- " Q(re' Zo„ f ftfc,f Oak WArd 6Ak . S,7 rj ceclAr 11,17 CtAAr- (0 *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. ;, ** See attached dia;ram for determination of interior and exterior.zones. 7. SITE PLAN=E SURVEY indicating; a) Location of topography features such as hills and low areas. b) Existing and proposed structures. c) Location of all trees with Diameter at Breast Height of six inches or more. d) Tree species and sizes. e) :Trees to be removed should be clearly marked with an ".X". -f). Trees to be preserved on-site for mitigation must bd marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle h) Location of utilities and easements as applicable. I) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS: ; a) All trees identified for.removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging,Paint or tape. c) The front property corners must be marked by stakes or paint indicating the Lot 9. INCOMPLETE APPLICATIONS OR. \ACCURA.TELY LURKED SITES )VILL NOT BE PROCESSED. 1 HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE Il, TREE PROTECTION, AND ALL.OTHER APPLICABLE CODES AND ORDINANCES._OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. 2 A-310Z Applica 1 Date / Zl2 ? A Z_ Owner's Signature Date CITY USE ONLY: Tree-Conservation Board Chairperson Date (� 140 ZetqoA A4E STOP WORK CITY OF ATLANTIC BEACH BUILDING AND ZONING DEPARTMENT NOTICE This building has been inspected and General Construction ❑ Concrete and Masonry ❑ Plumbing ❑ Mechanical ❑ Electrical ❑ Gas Piping IS NOT ACCEPTED CORRECT AS NOTED BELOW, BEFORE ANY FURTHER WORK AU0A 70ME45 C*A . DO NOT REMOVE THIS NOTICE Inspector:,._ Date: • 31 • OM Failure to respond to this Notice within 10 days will result in this violation being forwarded to the CODE ENFORCEMENT BOARD. The posting of this Placard by its content shall serve as due notice. CTI 800 EMINOL ROB CH AD t ATLANTIC BEACH,FLORIDA 32233-5445 IS TELEPHONE:(904)247-5800 FAX:(904)247-5805 4 s) SUNCOM:852-5800 http://Ci.adantic-beach.fl.us r�r Friday, January 31, 2003 Sandra Martin One Independent Dr. Suite 2902 Jacksonville, 17132202-5023 Subject: Surveys for Lots 8,9,10, Blkl Ocean Grove Dear Sandy, I met with Donn Boatwright t review the three surveys of lots 8,9,and 10 including the replatz survey for the new single family home at 1640 Beach Ave. The surveys have been verified and I am satisfied they are correct. The iron near the northwest comer of lot nine does not appear to have been placed there by a surveyor. Boatwright could not find any surveys that showed this iron. I,suggest you obtain an easement from the property owner of lot nine to insure future access to the sewer line from the house on lot 10. Please contact me at 247-5826 or by E-Mail at dford@ci.atlantic-beach.fl.us if you have any questions concerning this matter. Sincerely, 's Don C. Ford C O - Building Official Cc: )File j CI'T'Y OFATIANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 } FAX:(904)247-5805 SUNCOM:852-5800 http.//ci.atlantic-beach.fl.us Friday, January 31, 2003 Sandra Martin One Independent Dr. Suite 2902 Jacksonville, Fl 32202-5023 Subject: Surveys for Lots 8,9,10, Blk 1 Ocean Grove Dear Sandy, I met with Donn Boatwright t review the three surveys of lots 8,9, and 10 including the replat survey for the new single family home at 1640 Beach Ave. The surveys have been verified and I am satisfied they are correct. The iron near the northwest corner of lot nine does not appear to have been placed there by a surveyor. Boatwright could not find any surveys that showed this iron. 1,suggest you obtain an easement from the property owner of lot nine to insure future access to the sewer line from the house on lot 10. Please contact meat 247-5826 or by F,-Mail at 4fordr ciatlantiq-beach.fl..us if you have any questions concerning this matter. Sincerely, Don C. Ford CBO Building Official Cc: File MAP SHDVING BDUNDARY SURVEY DF—., LOTS 8 AND 9, BLOCK I, OCEAN GROVE, UNIT NO. I AS RECORDED IN PLAT BOOK 15, PAGE 82 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ��E 5 AVENUE T-pF WAY W10TH VARIES o RIGH !3r•aded L%rrrerOCk viol so"r ��°^ /q / se /1 Iron �e%°newtIII D) Rad/�e r 23/•ao ( [R) S y�/V,7 .2'E!?) „ Pi a(LBca.45) A"' ho�do71).Go l5 29" ,4rc- 7.s•G/ -Aipe o"45) 52.ZG��A) P 18 $/4*Iron —4--' Found!"/ron�ipe S I !Ne/O o•7I south �� R/.70.GG'!A)/R) PiOe(IBWP45) I I e. ,6 Arr•P.L7 rc,i 0,•08'30"!A) m I Choid3Z.67(A)3.60 r3laj n / tbssib/e Sewer line �"+ IQ I �, 'h encroochrnene I cz % O I I W I I L 1 .�� o k 1 0 1 N End 910rY ' �C (° I>I 1 (R)(A)140'32'00" a /3akony I l� Sef//z Iron .-Q 1 g / i 1 u I Pick<cB�c4s>-- a X k 4.7'. LOT /0 BLOCK 1 iv I Covered 3 � $TORY FRAME retry Ns/632 s.e' rr^^ QVC _ / IIII a � I w screen ire ti eonc. I39.a' o=/ 848p3, .1/c ? 3A 13 fc 1148.go.) O' Found YzVronPi ��` ;,, TWoodi-t�7rre fence o.a' i.9X (so.00•J -•–� Pt •V G s..(LL36G45) V4 J /f / °e X YZ jronPior`------ 20��'�4)�R) fence Overline/•a' S.?* c �et 6,pr/i/4p/r�fi/ify EotemenI BY /ot L O T 7, ,QL OCK 1 / 1 NOTES: / ?�/ NO BUILDING RESTRICTION LINE BY PLAT, BUT THERE MAY BE RESTRICTION LINES OR EASEMENTS THAT AFFECT THIS PROPERTY BY ZONING OR RECORDED IN THE PUBLIC RECORDS OF THIS COUNTY THAT ARE NOT SHOWN ON THIS SURVEY. / t / THIS PROPERTY LIES IN FLOOD ZONE"X"BY FLOOD MAPS / REVISED 4/17/89, COMMUNITY PANEL NO.120075 00010. (A) DENOTES ACTUAL DISTANCE OR ANGLE (R) DENOTES DISTANCE OR ANGLE SHOWN ON RECORDED PLAT. PREPARED FOR THE BENEFIT OF : MAP SHOWING SURVEY OF: LOT 10, BLOCK 1, OCEAN GROVE, UNIT NO. 1, AS RECORDED IN PLAT BOOK 15, PAGE 82 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA DEWEES AVENUE 60' RIGHT-OF-WAY 1tS GE ZERCINE A N (74.84' ARC - FIELD 231 .00' RADIUS 75.00ARC �11.96tER�,NE A `' .---� CRETE tidy 1X/�., 15' PADA 12.2 y�� O FOUND 12 J \15' PALM ND 1/2 IRON X Q` 12' PIPE (NO CAPRON ��./1 mill" Clg� , BY PLp`S o T�c�Sso` g p0 o h �CRE'(E vt N ^O WOOD DECK (� 8' CEDAR 0 ` � CONCRETE n Qs 16.1' 30.1. G TWO STORY 8e * �G 0.2 CONCRETE o vG BLOCK N 'ir o.e' N RESIDENCE „ oJ� A/C PAD NUMBER 44 �p FINISHED FLOOR y N ry V+ , ELEVATION 12.89 1108.9' 30.1' V 'w rn (n O" F' ECOND 9.8' � 6 STORY Q OVERHANG �%ONCRETE LOT 11, BLOCK 1 °'2 ,2.� LOT 9, BLOCK 1 • 5' LIVE OAK 12•t`X / �• r Z 15' P ,N SCRUB OAK FOUND 3/4- IRON PIPE (NO CAP) p A2.'5� . Q FOUND 3/4- IRON n li PIPE (NO CAP) Q. 1�1 F�P �O NOTES: 1. THIS IS A BOUNDARY SURVEY. 2. ANGLES ARE AS PER FIELD SURVEY. 1 THE NORTH ARROW WAS PROTRACTED FROM THE PLAT. 4. THERE ARE NO BUILDING RESTRICTION LINES AS PER PLAT. THIS SURVEY WAS MADE FOR THE BENF_FIT nF 5. BENCHMARK USED IS A NAIL IN A WOOD POWER POLE MAP SHOWING BOUNDARY SURVEY. .UF-: A PART OF LOTS 8 AND 9, BLOCK 1, OCEAN GROVE UNIT NO. 1, AS RECORDED IN PL BOOK 15, PAGE. 82 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. SAID PART BEI PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENC AT -H . SOUTHEAST CORNER OF SAID LOT 8: THENCE NORTHERLY ALONG THE EASTERLY LIN OFA LOT 8. A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING; THENCE WESTE ` Y, ALDiVG�� A LINE HAVING AN INTERIOR ANGLE TO THE RIGHT OF 77010'46" , A DISTANCE 10@ 120.11 Z?o' FEET TO A POINT ON THE WESTERLY LINE OF SAID LOT 9; THENCE NORTHERLY, ALON ID WESTERLY LINE OF SAID LOT 9, A DISTANCE OF 39.94 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF DEWEES AVENUE, SAID RIGHT-OF-WAY LINE BEING A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 231.00 FEET: THENCE EASTERLY, ALONG SAID RIGHT- OF-WAY LINE AND ALONG THE ARC OF SAID CURVE, A DISTANCE OF 73.61 FEET. SAID ARC BEING SUBTENDED BY A CHORD DISTANCE OF 73.30 FEET AND THROUGH A CENTRAL ANGLE OF 18°15'29" TO THE POINT OF TANGENCY OF SAID CURVE; THENCE CONTINUE EASTERLY, ALONG SAID RIGHT-OF-WAY LINE, 'SAME BEING AT AN INTERIOR ANGLE, FROM THE CHORD, OF N 170°51'23"-r-JA DISTANCE OF 5 - TO THE NORTHEAST CORNER OF SAID LOT 8; N THENCE SOUTHERLY ALONG THEEASTERLY INE OF SAID LOT 8, A DISTANCE OF 48.00 FEET TO AN ANGLE POINT THENCE CO SOUTHERLY ALONG SAID EASTERLY LINE AT AN INTERIOR ANGLE TO THE LE 160032'00" A DISTANCE OF 2.70 FEET TO THE POINT OF BEGINNING. - = f R/l7NT-of YJ�4�' WivTN ✓a,e�ESJ JoE 5 4 ✓C N1/,E EvI�°rf �J �Gi /R°�' 3 p' �J FzC=73.6 I k/,,Qar//�,PE 55'REto e p foa //Z•• gy v)CNo AO/9 5.�9 RIA� RAJs X3100_ I C�f3 6G45) 52.26 4C71-14L �R°N SPE�j -.Q (L/j 6 4S) �o. oR�=2•Gy ` o•T4 SovT.v <c J ` l L .off' 1A7'4,��ca ,OAS��T�o 4Ae-I ✓-r' x ,ENte,e GNCS I 1 P�PE�i36y45� / e- 0 p h09 � oc �� y 1� TN/s poRy�loi✓ �o7's e !T 9 pJ� hQ� ^ - o �� N�r /...c<,�o o �,•� 7-,,res.s�•,e�E y 4 44- (,vee-To --��,--- -,v-- s�rNc.osr CoRN�'R•t-oT B -THERE MAY BE BUILDING RESTRICTION LINES BY - THIS PROPERTY LIES IN FLOOD ZONE "X" ZONING OR EASEMENTS THAT AFFECT THIS PROPERTY[ WHICH IS THE AREA OUTSIDE THE 500 THAT ARE RECORDED IN THE PUBLIC RECORDS OF THIS YEAR FLOOD ACCORDING TO FEMA FLOOD COUNTY THAT ARE NOT SHOWN ON THIS SURVEY. MAP REVISED 4/17/89, COMMUNITY PANEL NO. 120075 0001 D. .. P.Pr�A,rEo Fv e- 7s!�ssf.��F.<-r.,c City of Jacksonville GIS Map Output Page 1 of 2 JAXGIS Property Information �I46 sro ,63J I 16'79 1652 ,619 1880 I, i n I I 1� 188o 1660 1650 II 1660 a ,656-2 Ii 1q - II y ,680 ,660 1650-1 II 16u yil ') ,615 16,0 ,651 44 I 1601 II 163, I I I 1612 73 f II r 1628 !1 1619 89 66 f ,620 I Gopyriphi{C)2002CilyrfJacloo�villG,Fl,k f,� � �� http://maps.coj.net/website/Parcel/tootbar.asp 1/8/2003 CITY OF ATLANTIC BEACH { s 800 SEMINOLE ROAD r� ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025410 Date 1/21/03 Property Address . . . . . . 1640 BEACH AVE Tenant nbr, name . . . . . . TEMP POLE TP01 Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BEACHES ELECTRIC SERVICES INC. 214 COKESBURY CT. GREEN COVE SPRINGS, FL GREEN COVE SPRINGS FL 32043 (904) 629-3 182 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . 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 4 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. u BUILDING OFFICIAL CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: \ 20 0+7� 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 CONTRACTOR: R--�'-AN e MASTER ELECTRICIANS SIGNATURE: OWNER OF PROPERTY: C•`{ �L L` JOB ADDRESS: I (p (4 (Z�, C,-LL, RES.( ) APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW(L�-- OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( SIGNS( ) SQ.FT. SERVICE: NEW( INCREASE REPAIR( CONDUCTOR SIZE 2_ AMPS: COPPER ) ALUM.( FEES I Z3 rt SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.3 AMPS MP 31.100 AS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES I I BELL TRANSF. AIR H.P. RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600V OVER 600V NO. IKVA NO. � KVA NO.NEON TRANSF. NO I VA I MA MOTOR SIZE SWITCH FLASHERS EACH SIGN 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.adantic-beach.fl.us RevisPri 01i17iO3 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025353 Date 1/23/03 Property Address . . . . . . 1640 BEACH AVE Tenant nbr, name . . . . . . NEW SINGLE FAMILY HOME Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 310000 Owner Contractor - ------------------------ ----------------------- DEAN L. DAVIS 1908 N. FIRST STREET JAX BEACH FL 32250 (904) 237-2222 -------------------------- Structure Information ------------------------- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . 1400 RADON, 5206 SURCHARGE Permit Fee . . . . 1090 . 00 Plan Check Fee 545 . 00 Issue Date . . . . Valuation . . . . 310000 ---------------------------------------------------------------------------- Special Notes and Comments LEGAL: PART OF LOTS 8 & 9, BLOCK 1, OCEAN GROVE UNIT 1 - ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 35 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 23 .42 AB CONSTRUCTION SURCHARGE 2 . 60 STATE RADON SURCHARGE 6 . 65 SEWER IMPACT FEES 1250 . 00 SEWER TAP FEES 1100 . 00 WATER IMPACT FEE 930 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1090.00 1090 . 00 . 00 . 00 Plan Check Total 545 .00 545 .00 . 00 .00 Other Fee Total 4198 . 02 4198 . 02 . 00 . 00 Grand Total 5833 .02 5833 .02 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. rte`, . BUILDING OFFICIAL M Z 102 t' JPO City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION (FOR NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) x DATE L JOB ADDRESS SWC a F r3 ta.c�. i¢Vt� *,..j Dewg.s s- / v 'K OWNERS NAME_ a t f an + L es(,i t P(--6C4-- ADDRESS --ockADDRESS 14 Z- Go•v►-t S+rcy+ PHONE: ;L'f — 35.5-$ ©Cecxn Gru rye. Ute ' ti �PD1'4-op LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER b Q � ZONING DISTRICT CONTRACTOR C>P—AQ i!>A010 STATE LICENSE NUMBER GOBS(6(b ADDRESS PHONE Z�7-i 2,V Z CITY J�X Q tin, STATE F-1• ZIP 3?Z90 FAX Z Y)-(o S1 DESCRIBE PROPOSED USE AND WORK TO BE DONE MW S�Alk, F$rdL hrhe, PRESENT USE OF LAND OR BUILDING(S) Vo-a,, VALUATION OF PROPOSED.CONSTRUCTION$-? Is this an addition? AID If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? _ Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? X NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑NO. Applicant certifies that no trees will be removed for this project. 4 YES. Removal of Protected Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. 11/27/02 STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834 STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach,FL 32233 Telephone: (904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. 1 HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE l2 /zY�Z- 1 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE ADDRESS AND CONTACT INF ATIO OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION j(PLEASE PRINT) NAME r✓eA'J PLf-)U t S -- MAILING ADDRESS (9U R Q ��r 3 t' S . �/i�C 1 C t� zz S PHONE 715 7-ZZz-Z_ FAX Z7`(�Sy-S E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNeioduced � ><AS TO OWi'"— ..' ❑ Personally kno JANETA.BROWN roduced ident 'fir= o� :._ MY COMMISSION#DD 069323 Type of identifr EXPIRE Bonded Thru Notary Public Underwriters AS TO CONTRACTOR: ❑ Personally known C� Produced identification 0 u"`4 � �-�` Type of identification producIM, -77vr a TU-D 11/27/02 no"Puhte Uft of FWft CoAa Maly S,2 C 0 OD022699 i NEW IMPERVIOUS SURFACE REGULATIONS On January 01, 2002, the City of Atlantic Beach enacted new regulations limiting the amount of Impervious Surface that can be developed on property. Within all residential Zoning Districts, the maximum amount of Impervious Surface area allowed is fifty percent (50%). Within all commercial and industrial Zoning Districts, the maximum amount of Impervious Surface area allowed is seventy percent (70%). The Zoning regulations define Impervious Surface as follows: Impervious Surface shall mean those surfaces that prevent the entry of water into the soil. Common Impervious Surfaces include, but are not limited to, rooftops, sidewalks, patio areas, driveways, parking Lots, and other surfaces made of concrete, asphalt, brick, plastic, or any surfacing material with a base or lining of an impervious material. Wood decking elevated two or more inches above grade shall not be considered impervious provided that the ground surface beneath the decking is not impervious. Pervious areas beneath roof or balcony overhangs that are subject to inundation by stormwater and which allow the percolation of that stormwater shall not be considered impervious areas. Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rain water, however, decking around a pool may be considered impervious depending upon materials used. Information verifying Impervious Surface must be provided prior to issuance of Building Permits whenever new construction, including building renovations or additions, new driveways, decks or porches involves any increase in Impervious Surface area.