The URL can be used to link to this page

Permit 820 Paradise Lane (vault) r !J ) City of Atlantic Beach Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: March 23, 2006 Owner: Bestcon Address: 820 Paradise Lane, Atlantic Beach, Florida 32233 Construction Type: Wood Frame Use Classification: Single Family Residence Permit Number: 05 -31376 L. c� -�� 62_ DON C. FORD, C.B.O Building Official Post in a conspicuous space. FROM :CLARSON 6 ASSOCIATES FAX NO. :904 396 2633 Mar. 23 2006 04:19PM P3 MAP SHOWING BOUNDARY SURVEY OF LOT 22 - AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57, PACES 51 THROUGH 51C OF THE CURRENT PUBUC RECORDS OF DVVAL COUNTY, FLORIDA. BEARNG REFERENCE: BEARING SHOWN ON RIGHT OF UNE HEREON 15 THE SAVE AS SHOWN ON THE ABOV7 • MENTIO aLAr. - -- NOM THE PROPERTY SURVEYED HEREON APPEARS TO UE WHIN FLOOD ZONE 'N AS SCALED FROM THE FLOOD INSURANCE RAT MAPS. COMMUNITY PANE{. NO. 1.20075-000110. DATED 04-17 -49. CERTIFIED T0: •DOUCLAS$ DOANE 'LAWOFFICE OF DEBORAH TAYLOR :OLD REPUBLIC TITLE PARADISE LANE • 41 : (PRIVATE VARIABLE WIOr-, RIGHT OF WAY) S89 0"E y 127.44' - - 5' '¢ Pr J r: F+ .:.. Z1 p ;ip sEr ayr " 0 _ 1��7paa � . necTRICAL— a . EASEMEN 0 ic . - : . ti$ cg s, ELECTRICAL 0 (".' . w'...* t . ;:� V °- 0 TRANSFORMER ;'C : `. <' ON CONCRETE PAD N I '. QFhEv14 1 ? y, % 1 D' X 10' Y " l a �° 1 N O": �" Q JEA E� IPMENT 1 1O�CAPE'RLD a '-1 Q p �• 1 = \ t 4L LOT 21 i ,.....4, rn " Yt' A 0 4I 7.a. . I TWO STORY 1 ILI ( ,j IA' FRAME I r RESIDENCE is 1 PT Z (� W It i I i ' j 12`EAVES ,.' J x 0 FIN FL #820 (12.35) I. ; 4 tq 0 t! O�ovT.... I a 262' 0 Q W 0 00NC I REETE I . Ifs Q J PA O •C&NNCNCref: 1 N l< attr Q i S" 0 > LOT 22 in • N89'49'10 "W 74. 41 ' a. UNPLATTED PART OF SECTION 18, o Li�a>lcND. TOWNSHIP 2 SOUTH, RANGE 29 ° • EAST • UNO 1/2' MO/ (LII 1701) 'a FO 0 -SET ,/2 IRON (Ili MN) all CH M R WW2 - PC 1. CYRVE MO IJMGTH PC PONT Or CURVATURE PT POW' Of TANGOJCY 6RL IURMO acs111ICTI N UNE ® 0.i• SOUME COLUMN .. ■ o.r SQUARE COLUARJ . \ I NEWBY L'F.R THAT INNS SURVEY. PERFORIa0 LINDER NY RESPONSIBLE OURECnON Nttts THE u*q►NM TECHNICAL S TANDARDS FOR LAND s2lRL•YVRS RJ AGCOROANCE 1NTN CHAPTER 61017 - FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLO NDA STATUTES). AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUB.,ECT PROPERTY ExCEPT AS SHOWN. ( --.-.1.- r _ _ SUR VEYED: MARCH 1J , 2006, ASSOCIATES. INC. I�.�\ _ PROFESSIONAk suRVEToRS & MAPPERS 4 6111111\e' SRS � SCALE: 1 " ..20' tsar MAIM AVE, NoL9pNMLL( 2, 32207 (foo Jim. Li 1704 C L A R S 0 N FIELD BOOK: 71__ PACE: 70 ' ' ' '' I'' ' FIELD 800K: PACE: seas Na 44a7, novas I JO E A, HILL JR. Do VOKOVA —LOC3W +AOIDS' ANL - weVE \cos- s1..rYNAL.o er 187 - r Nor ww0 NI1WOUT MOSSES wRVEY00S UAL Received Time Mar.23• 3:32PM Z 'd Z6I8' NOO1S38 Wd8£:£ 9001 '£Z'1eW r, CITY OF ATLANTIC BEACH f } 800 SEMINOLE ROAD f ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 06- 00032308 Date 2/09/06 Property Address 820 PARADISE LN Tenant nbr, name IRRIGATION Application description . . PLUMBING ONLY Property Zoning . . . . . . TO BE UPDATED Application valuation . . . 0 Owner Contractor H2O MANAGEMENT, INC. 3731 C.R. 220 MIDDLEBURG FL 32068 (904) 282 -6413 Permit PLUMBING PERMIT Additional desc . Permit Fee . . . 50.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Special Notes and Comments OWNER MUST HIRE A PLUMBER TO INSTALL A BACKFLOW PREVENTOR AND MAKE A CONNECTION FROM THE PRIVATE PROPERTY! PLEASE CALL MALCOLM CLEMONS FOR INSPECTION AT 904.247.5843. Fee summary Charged Paid Credited Due Permit Fee Total 50.00 50.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 50.00 50.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL it n,; �' '1 CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION =''� J;31> Date: c 1 q b (,, Property Address: 'c 641 - 0,`Se- L Ai've Owner: ts 4- c JJ I» Telephone #: W9- 3 74i 7 Contractor: AJ 0 j'YI,4Np& -e0/ - _ Telephone #: £ / – 69 7v ` Contractor Address: 3 7 7 C. 3 e_ ,, ,�v //&, c4,eG Fax #: d a – 60 v / 3 Contractor Signature: _ In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached; plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixture must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: _. If other construction is being done on this building or site, New list the building permit number: CS " Re -Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters V Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 = 800 Seminole Road . Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845. http : //www.ci.atiantic- beach.fl.us Revised 1/04 Page 1 of 1 Cunningham, Kerri From: Walker, Chris Sent: Wednesday, January 18, 2006 3:20 PM To: Kaluzniak, Donna Cc: Cunningham, Kerri Subject: c/o for paradise preserve 691/820/850 Donna, We went over to do an inspection yesterday for these three Tots and when we got there they had cut the cleanouts out and ran the laterals straight into the main so I made them replace the cleanouts and that was done today. Everything looks good. , CI Les LAN1*/ew . % V." 2: C) f ‘ i(10R1014 0.1.• v NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE L THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted I 0(.1.4,04 ow OKD 1 OF 4-CCS e ---- Co ft4- a c1 0 4_1 - its ( 2 ' ErksioT Epos— EN $105:130 " EINSPECT FEE — 3 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 fsnrr.,-.4:--- . FROM :CLARSON &ASSOCIATES FAX NO. :904 396 2633 "ay. 17 2005 12:20PM P2 MAP SHOWING PLOT PLAINT OF LOT 22 • AS SHOW ON MAP OF PARADISE P AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH 31C OF THE CURRENT PUBLIC RECORDS RESERVE FL BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE AB ELEVATIONS ARE SHOWN THUS: (13.0 AND REFER TO THE NATIONAL GEODETIC VERTICAL DATUM. FLORIDA. NO THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD ZONE "X" AS SCALED FROM Ty ABOVE MENTIONED PLAT. COMMUNITY PANEL NO. 1200 ?5 - 00010, DATED 0417_89. E FLOOD INSURANCE. RATE MAPS, LEGEND: • . 0 OAK G BAY �. sir Tom TWIN OAK I �z x z x000 pos. GUM — s ' aR TRIPLE OAK : : T ■ LIVE OAK �nasnNC MADE aD . Ic . • • II I ^ - 01-11' $ SWAMP WALNUT PALM ' ■ - 1 -"U II e uYRaii , -Ni") k CAMP � . fir`~ FIB NOTE; SILT FENCE TO BE A INluvM cc a FEE! FROM e THAN MYRTLE l' MAGNOLIA �Y�ROWNftSO PROTECTED W% • e TRIPLE MYRTLE PARADISE LANE (VARIABLE WIDTH R /W) 'MATF a" FW CF FABR{0 I. 589'49 D "E l 1$.95' N45'06'10 "W CH=--77.40' N 1 � Pc R= 55.00' L= 85.85' DELTA =89'26 '00" OM 4 7.5' 20.3' \ O oi. PI r- v FRONtTr 23 '1 --.1 O v.,.. (U 11.7' 1, ...4 PROPOSED s CO A DWELLING °f N r GARAGE RIGHT i O (n d • A/C F. F. ELEV. =12 'to 0 g O I� 4 0 © rrl x 12.7' cov. 26.6 N IN D id q LANAI M v $.o 0 r Ul ("! %o Z � CC W A l (20) U1 N. 4' �. 5' 22 I Q ri o U _ (2 <') LOT . 05 0 In L'al LOT AREA: 6,905 S 6 I MPERVIOUS AREk. 561 SQ. /F7 ( ") X x _ X_ Ix N CY N89'49'1 O"W 74. ' Graham Shirley From: Walker, Chris Sent: Wednesday, March 15, 2006 8:20 AM To: Graham Shirley Subject: RE: Final Co Inspections Everything is good here. Per Virgil From: Graham Shirley Sent: Monday, March 13, 2006 10:30 AM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Nodine, Phil; Walker, Chris Cc: Cunningham, Kerri; Matthews, Carlene; Lanier, Joyce Subject: Final Co Inspections Dave w/ Bestcon has requested final co inspections on 3/14/06 for 820 Paradise Ln, permit # 05 31376 and 850 Paradise Ln, permit # 05 30579 ...Dave can be reached at 545 4753. Thanks, Shirley 1 FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Bestcon Homes Abaco Key Lt Builder: Bestcon Homes, Address: Lt, a� -C) ' , ,-4 �� Lai, �� Permitting Office: Jacksonville Permit Number: City, State: ,- 10i.1Tic. / 1 Owner: `"`"- 1 Jurisdiction Number: 261300 Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi- family Single family _ a. Central Unit Cap: 48.0 kBtu /hr 3. Number of units, if multi- family 1 SEER: 12.00 = 4. Number of Bedrooms 3 b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 1969 ft c. NIA 7. Glass area & type Single Pane Double Pane _ - a. Clear glass, default U- factor 0.0 ft' 248.0 ft' _ 13. Heating systems b. Default tint 0.0 ft 0.0 ft' _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Labeled U or SHGC 0.0 f1 0.0 ft' HSPF: 8.20 8. Fioor types _ b. N/A _ a_ Raised Wood, Adjacent 1' ` .32_3a' ft' -. _ b. Slab -On -Grade Edge insulation R =0.0, 177.0(p) ft c. N/A _ c. N/A - 9. Wall types ' 14. Hot water systems a. Frame, Wood, Exterior R =11.0, 1572.0 ft' __ a. Electric Resistance Cap: 50.0 gallons _ b. Frame, Wood, Adjacent R =I 1.0, 233.0 ft = 1 EF: 0.91 _ c. N/A b. N/A _ l i d. N/A - - e. N/A c. Conservation credits _ 10. Ceiling types _ (HR -Heat recovery, Solar a. Under Attic R =30.0, 1629.0 ft _ DHP- Dedicated heat pump) b. Under Attic R =19.0, 462.0 ft 15. HVAC credits _ e. N/A (CF- Ceiling fan, CV -Cross ventilation, 11. Ducts _ HF -Whole house fan, a. Sup: Unc. Ret: Con. AH(Sealed):Garage Sup. R =6.0, 175.0 ft _ PT- Programmable Thermostat, b. N/A MZ -C:- Multizone cooling, MZ- H- Multizone heating) I Total as -built points: 26908 Glass /Floor Area: 0.13 Total base points: 28829 PASS . hereby certify that the plans and specifications covered Review of the plans and HE sT by this calculation are in compliance with the Florida specifications covered by this 14),...., o Energy Code. \?, '�, calculation indicates compliance r`,� -i;,,;''` 'f €,. " c_ with the Florida Energy Code. i f , hut, °' PREPARED \ - 1 - - M Be construction is completed 1, x i.._ yt 5 DATE: 3„/ 2J D S this building will be inspected for compliance with Section 553.908 . '..e) 'S� ' hereby certify that this building, as designed, is in j ' o- Florida Statutes. ( ' 1 4 , compliance with the Florio- nergy Cod/ � \`y\ DATE: al ,ra S DATE: - 9 - 6 - EnergyGauge® (Version: FLRCPB v3.30) FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: _... PERMIT #: BASE AS- BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 1969.0 20.04 7102.6 Double, Clear W 10.0 8.0 17.0 38,52 0.48 313.0 Double, Clear \N 7.0 8.0 36.0 38.52 0.56 777.1 Double, Clear E 8.0 8.0 54.0 42.06 0.52 1176.2 Double, Clear S 13.0 8.0 8.0 35.87 0.47 133.4 Double, Clear E 1.4 8.0 52.0 42.06 0.97 2111.8 Double, Clear N 1.4 15.0 6.0 19.20 0.99 114.6 Double, Clear W 1.4 8.0 30.0 38.52 0.97 1116.5 Double, Clear N 1.4 8.0 45.0 19.20 0.97 840.3 As -Built Total: 248.0 6582.8 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 233.0. 0.70 163.1 Frame, Wood, Exterior 11.0 1572.0 1.70 2672.4 Exterior 1572.0 1.70 2672.4 Frame, Wood, Adjacent 11.0 233.0 0.70 163.1 Base Total: 1805.0 2835.5 As -Built Total: 1805.0 2835.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 25.0 6.10 152.5 Exterior 25.0 6.10 152.5 Adjacent Wood 19.0 2.40 45.6 Base Total: 44.0 198.1 As -Built Total: 44.0. 198.1 CEILING TYPES Area X BSPM = Points - Type R -Value Area X SPM X SCM = Points Under Attic 1629.0 1.73 2818.2 Under Attic 30.0 1629.0 1.73 X 1.00 2818.2 Under Attic 19.0 462.0 2.34 X 1.00 1081.1 Base Total: 1629.0 2818.2 As -Built Total: 2091.0 3899.3 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 177.0(p) -37.0 - 6549.0 Raised Wood, Adjacent 19.0 373.0 0.40 149.2 Raised 373.0 -3.99 - 1488.3 Slab -On -Grade Edge Insulation 0.0 177.0(p -41.20 - 7292.4 Base Total: - 8037.3 As -Built Total; 550.0 - 7143.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1969.0 10.21 20103.5 1969.0 10.21 20103.5 EnergyGauge® DCA Form 600A -2001 EnergyGauge© /FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ____ _ . _ , PERMIT #: BASE AS- BUILT Summer Base Points: 25020.6 Summer As -Built Points: 26475.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 26475.9 1.000 (1.081 x 1.147 x 0.95) 0.284 1.000 8869.9 25020.6 0.4266 10673.8 26475.9 1.00 1.178 0.284 1.000 8869.9 EnergyGauge DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WINTER NT CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X B \A/PM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM X WOF = Points .18 1969.0 _ _^ 12.74 4515.3 Double, Clear ~� W 10.0 8.0 17.0 20.73 1.19 419.6 Double, Clear W 7.0 8.0 36.0 20.73 1.15 860.5 Double, Clear E 8.0 8.0 54.0 18.79 1.29 1304.7 Double, Clear S 13.0 8.0 8.0 13.30 3.37 358.5 Double, Clear E 1.4 8.0 52.0 18.79 1.02 993.9 Double, Clear N 1.4 15.0 6.0 24.58 1.00 147.4 Double, Clear W 1.4 8.0 30.0 20.73 1.01 627.4 Double, Clear N 1.4 8.0 45.0 24.58 1.00 1106.7 As -Built Total: 248.0 5818.8 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 233.0 3.60 838.8 Frame, Wood. Exterior 11.0 1572.0 3.70 5816.4 Exterior 1572.0 3.70 5816.4 Frame, Wood, Adjacent 11.0 233.0 3.60 838.8 Base Total: 1805.0 6655.2 As -Built Total: 1805.0 6655.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 25.0 12.30 307.5 Exterior 25.0 12.30 307.5 Adjacent Wood 19.0 11.50 218.5 Base Total: 44.0 526.0 As -Built Total: 44.0 526.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic • 1629.0 2.05 3339.4 Under Attic • 30.0 1629.0 2.05 X 1.00 3339.4 Under Attic 19.0 462.0 2.70 X 1.00 1247.4 Base Total: 1629.0 3339.4 As -Built Total: 2091.0 4586.9 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 177.0(p) 8.9 1575.3 Raised Wood, Adjacent 19.0 373.0 2.20 820.6 Raised 373.0 0.96 358.1 Slab -On -Grade Edge Insulation 0.0 177.0(p 18.80 3327.6 Base Total: 1933.4 , As -Built Total: 550.0 4148.2 INFILTRATION Area X BWPM = Points Area X WPM = Points 1969.0 -0.59 - 1161.7 1969.0 -0.59 - 1161:7 EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS PERMIT #: BASE AS -BUILT Winter Base Points: 15807.6 Winter As -Built Points: 20573.3 y Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heatin g Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 20573.3 1.000 (1.060 x 1.169 x 0.95) 0.416 1.000 10071.4 15807.6 0.6274 9917.7 20573.3 1.00 1.177 0.416 1.000 10071.4 • EnergyGauge DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 FORM 600A -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 3 2746.00 8238.0 50.0 0.91 3 1.00 2655.47 1.00 7966.4 As -Built Total: 7966.4 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 10674 9918 8238 28829 8870 10071 7966 26908 PASS ; firm, - a - ti 3 s • . 9 4' / fir` "'•• .............. - Wig EnergyGauge DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 FORM 600A -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 _ _ K CHEC _ ._ ... ... _ _ - - - -.- Exterior Windows & Doors 606 1 ABC 1.1 .,_., Maximw>,3 cfmis ft window area 5 cfm /s ft. door area. L •_ Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall, i foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility .1 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. —_- Multi -story Houses 606 1.ABC 12.5 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_0THERPRESCRIPTIVE 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 (gas) 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 efficiency of 78 %. Shower heads 612 1 _ Water flow must be restricted to no more 2 . 5 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. for each su Ducts in unconditioned automatic thermostat . tioned attics: R-6 min_ insulation. -_ Y Insulation Controls 604.1, 602.1 Ceilings-Min. readily Common walls -Frame R -11 or CBS R-3 both sides. stem \ Common ceiling & floors R -11. EnergyGauge DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (E DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. : er. r. J. ... "t...l. f V ?: f':k F. •. .: ':, r t - -r.. r.. r J r. . ' i'. J t r. .. �: t r. •,._ { l , Lt 1. New construction or existing New 12. Cooling systems 2. Single family or multi- family Single fancily a. Central Unit Cap: 48.0 kBtu /hr _ 3. Number of units if multi- family 1 SEER: 12.00 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? Ycs 6. Conditioned floor area (ft-) 1969 ft' c. N/A _ 7. Glass area & type Single Pane Double Pane a. Clear - single pane 0.0 ft' 248.0 ft' _ 13. Heating systems h. Clear - double pane 0.0 ft= 0.0 ft' _ a. Electric Heat Pump Cap: 48.0 kBtu /hr _ c. Tint/other SHGC - single pane 0.0 ft' 0.0 ft' _ HSPF: 8.20 _ d. Tint/other SHGC - double pane b. N/A _ 8. Floor types a. Raised Wood, Adjacent R =19.0, 373.0ft _ c. N/A b. Slab -On -Grade Edge insulation R =0.0, 177.0(p) ft c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Frame, Wood, Exterior R=11.0, 1572.0 ft' _ EF: 0.91 _ b. Frame, Wood, Adjacent R =11.0, 233.0 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, 1629.0 ft' _ 15. HVAC credits b. Under Attic R =19.0, 462.0 ft= _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH(Sealed):Garage Sup. R =6.0, 175.0 ft _ MZ- C- Multizone cooling, b. N/A iv1Z -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) "p SS S T ""- N . , :,� in this home before fi n section. Otherwise, a new EPL Display Card will be completed based on installed ode cot pliant features. c % s hou Builder Signature: Date: i - " Il4! ∎t' " ( r �R Q. 1 Pyvai i r ►,: i�Awor„ p•l I -PQf I , t'! °�`l' ... . Address of Neer T -tome: City /FL Zi ( o�, .Yry.YP1..Y *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. T your score is 80 or greater (or 86 or a LIS EPA /DOE Ener 'Star "desi , nation rg � �J � f g .f gY g ) your home may qualifi; for• energ efficiency mortgage (EE14) incentives if you obtain a Florida Energy Gauge Rating. Contact the Ener Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www. fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For B uilding Construction, contact the Department of Community Affairs at 850/487- 1824. EnergyGauge® (Version: FLRCPB v3.30) RIGHT -J LOAD AND EQUIPMENT SUMMARY Entire House , 1: `` Energy Design Systems 1065 Oak Vale Rd, Jacksonville, Fl 32259 Phone: 904- 287 -5339 Fax: 904- 287 -1258 Email: energydesign @comcast.net ley_., C �r .i. ¢�! '" f it y y, rr t�T " r 3 9'P F pat °fir +W 1 C ` iN-;! } 1 x ., ! ` ; 4t,; ;; ; r�1 { rtr,yr> s!S ' '4 t L � ��` + '1 t£, _rr<.4 " gid d l , s 61411 , 4h;` I `. ._; S �: "r.'.: ? { -H; ; ;, , i : 3jg For: Abaco Key 1969 Sq.Ft North Florida, Fl Notes: 11'. v { - ii i t itk: MF. s � F '' {'. a ;. � T .* �... r i� 1 F1 tY 4' J v. i t y ,� ax -rte,, s i +. .. � ' H }, .1 i �r '*• N n � Weather: Jacksonville, Intl Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 72 °F Inside db 72 °F Design TD • 40 ° F Design TD 21 °F Daily range M Relative humidity 50 % Moisture difference 56 gr /lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 37751 Btuh Structure 32172 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 °F Design heat load 37751 Btuh Use mfg. data n Rate /swing multiplier 0.98 Infiltration Total sens. equip. Toad 31528 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 920 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 4533 Btuh Area (ft 1969 1969 Total latent equip. load 5453 Btuh Volume (ft') 17721 17721 Air changes /hour 0.80 0.40 Total equipment load 36982 Btuh Equiv. AVF (cfm) 237 118 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47 °F Latent cooling 0 Btuh Heating temp rise 0 °F Total cooling 0 Btuh Actual heating fan 1720 cfm Actual cooling fan 1720 cfm Heating air flow factor 0.046 cfm /Btuh Cooling air flow factor 0.053 cfm /Btuh Space thermostat Load sensible heat ratio 86 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. w.- w ii911 --1-t < f t Right -Suite ResidentialT 5 0.66 RSR29784 2005- Mar -03 12:03.34 ACC:N C: \Documents and Settings \customer \My Documents \WrightsoftiBestcon Homes Abaco Key 1969 Sq Ft.rsr Page Equipment Summary Sheet Address: Builder: Equipment Brand* Air Handler Model Number __\ c 1 L , * 17 ? 7 1\.,4, ? r.) Condenser Model Number: ' "'" Total Cooling Capacity in BTUs.;,— 9. Sensible Load in BTUs: 7 t M" ) Latent Load in BTUs: - } Total Heating Capacity in BTUs: Seer Equipment Brand*.:_ Air Handler Model Number Condenser Model Number: Total Cooling Capacity in Sensible Load in BTUs: Latent Load in BTUs: Total Heating Capacity in BTUs: Seer *Or Equal: Equipment equal in size and efficiencies may be substituted as per Bulletin G-15-03 dated May 23, 2003. Equittrmnt Surnrnary Sbeet.Doc LOUIS J. GABRIEL, P.E. 419 Sophia Terrace St. Augustine, FI. 32095 5/ 31 / 2005 Re: lot 22 Paradise Preserve, Atlantic Beach, FI. Dear Building Inspector: - The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 2001- FBC for three second gust wind speeds of 120 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 2001- FBC as long as sheets #S -1 through #S-4 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing /trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that I have no knowledge of any subsurface soil condition report ; thus, all footings were designed assuming an allowable soil bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report that will affect the above mentioned assumption, then I shall be notified and possible footing design revisions may need to be implemented prior to commencing with footings work. • Please let me know, if further help is needed. Si ely Louis J. a riel, P.E. WIND FORCES STRUCTURAL ANALYSIS FOR LOT 22 PARADISE PARADISE, JACKSONVILLE BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE: MAY 37 , 2005 64/6 ionimagosilmo""'" Date . L Sheet . Gl E ' - of p aptexott„te (eser4e c Ile ui3z At.,.) z. . , res 1 a/Am cit. tic, s ...f:A.e. LI . 0 -LnArt StrIACtu.YA L A Ltril,txt D iboc. 4\'a-11 s\--tz1 .... 1)1.6 F o r ; — .1 i ‘i" 1 et,..., pt t..,roa4 Ty-t.i sse f ,t pa° t- t4 /fel ...— CrI Y11444-4 Er C'See fiTIGN. 'cam; lAt: ) u, . • . 5 . ‘, , ‘, 4 1 F ts4 Lx • t. . vsjy ,,,„ H._, ..... see 5 .9, ala ar t, G e rm4) , A v‘crito J fax c to S±e444 ... 4 41 • :-.. 12. A & boLb ("Z lt o -- c - votet.taro;va C hea-i 1,4L Ov‘i.es`-s: vtOttj 0 g.te.A.0■&e , 5 b e'vv" v\I AL ve " + " ; * i tn" . c e ' le " t: — 1, #.1 tiogl o v. A'it - at at c' fs A po F 4 \„jc.1,f ‘, \I eA lf„„... 1 . iv:Li Lt4.:-... octile, •_ 5%4 c (AY' r let. - c - i:j 1 - (51A • 0. C" ali pet vial. cre: - d • . lk 1 0- c, R irtery=e, sitpovtl. riles 1110te-ei ott,efirw;se RooP - p\ W., • .. 6 t.0 17- • 1 m t ,„„, aao ei 6 s) - - n ' 1.5 h• Row a fee\ ( T I A CLA ° 1-1 q" a 4 P 0 ( Its k CA)ef "1 . lb 6oL) Q cl, Tb Icivv,kt, o Sheet 1. of , ATE : S/3l/o' 1.- r L e , Ut " 22 e arcoAt&e ece Sage ' g JLM ,,,,,p „,,,, p d s : t2o ,,,,,,, ( Sec 5ust) stfa(/tWt- Leif it."-- 6a tax R ti . 14 6x ?oste- eS / N 0> IW ?O1tah(e EAC r. 1 = 1- 0 VJuint,o1ie (Da6cis ftoi� '�'es No) • ► F e s 4it,t s ti . -c-,c tof i ey - g AZ ' J 15 A. ) t yet,r04„t- YtJi1t Lets 0 0 Q to ti ,, r , 4 I t a - covefikit . „ all tiyir to oat_ y � a cAj t Q to vn FY e. o,r Q tct. '1/16 P i K � 5 ho um beg o C e s / P.09 ) - WIND-BO1NB s '2'' '', � ', .SLNEOutE y PASTENtR PAWE 0.014 TYP Panel Span 5 2 ft 2 ft < Panel Span 4 ft < Panel Span 6 ft < Panel Span _ < 4 ft <6.ft < 0 ft 2 12 #6 Wood Screw 16 16 12 9 2 12 #S Wood Screws 16 16 16 12 Double- Headed Nails 12 6 4 3 SI: 1 inch - 2S.4 mm 1 foot =305 mm Notes: 1. This table is based on a maximum wind speed of 130 mph (sa rstts) and mein roof height of 33 feet (10 m) or less. . 2. Fasteners shall b.* ins ;at opposing ends of the weed stsuet eet panel. 3. Where screws arc att d'to:masonry 00 ttasenini/snsces, they shall be attached using vibration- resistant anchors having a minimum withdrawal capac - a Nails shall be 2$d e4rsenon or 1124 hoe d@11415 *headP¢ nails It C) o p em4-9.:1 1 k c- s tl‘tttvAt” 's+� /1411.1 b� a w+ cue / p0 P `� op Mwc,. , 0,ar . goof s‘..,.2....b C Govt rh 4. (64"2. 45.4 FbsP I Lo J. 4 W ► Q F r % CI (cTW'4 4tM O•"111 Space G M w o• c.- & pmut 444 8 Z 1bn (G5-41(2) (o.6)1.-- (Q5.4 ibs )n.r u P� per F� 1n uJ fti i s to s th e ?( pot ( ft leoutr ( -> 3O : Wit- FaUS pLi E : 4 ( Rtkt) ' 1 a kz h )1 DATE: Sheet of nuoC1 p'e P c z1oo 1? ) c \ .2 ) l C tt0 ) 513 P Iy1 ci►:, V+� Ot stfv14 is . s i o h. "5' t ©nf; u,.1 3 2 o -c C Yes/ N d - ) rovi 412-9c co 6z) 1744 - 33z reF /z..t" C s L cL Z.01 . 0Th Coo o C • C. Yes / M o) cot viAtt ( 2✓ 000) L(•33 /5 - , 332 OP 548 plar /vim g10 w a BAsL.c,Aa.,Licr (Ycj: 14a 1> - w/ #U 5 IZIJ tyl.t. C " `} cove (a -31 (2 o® c 1.33) /5 : t e 11 FRP .. (+Uvu•TT ('/z ►'molt;,-- oS F►-► -, P e t-esse• - 0 r . O. z ,4 � o F e i E-hzt- c E r i= 150o f si F = 360 0o ps A4, 0 -2 -- AP= 7.21, Allv-,-1 �►+ = 2-190 tbl or 1990 Ibs E-- C.cr -, LYE: -ts \F 2 pX l$ tick Yotilnoi St:e = 4_aa rt. arrc Ul�cQ �lj . = 27 (Stec': 1 . (uoo.,6 400 ... . _> -F6 = I q' fl 7(-cz)crooi40- ah5)). _ 545 ps► - I - La2lu�+ C9oa)U 33) - 5 32 ps► 5g psi SLY-- �x•! Mi st= (o•g -rj Co.7 5 ) ( 2 /s)C 5gS)O /4)= �idlb.:. `1 /o.ov D : / 52 99 L (2 7oo 0)(03) u - Star' 1 111A I _ �MSw"% ov% Amc,Lor gotts :- 3` 5 1 0 k .1' d �} Li w 61e T ,r /2 c A31, , b to tcntc %t Ft = 1+io Ibs (Ste above) lluu c,.ole S Itz." + /13 holts 350 / Ab �SSer or o•!Z Ab F 1+lie - w , ,ye_ 3 e r= 35 D`�/0500)0.z) = 19 )bs o r (o 36, = 1 Ib s DATE: t 'L Sheet of 515$ ' of A) Coy Ar �G Y [�►..0 �� c . � �� t r,: ,, � rT� � X /Y'LMt e> �;�( , Fw\ : 6 of rs % , 607,003 r f F - 3v) f' ; vie P-s� s � rof : mj t,1 Ctre,, o ►z 140 > Vey ( 3 5)(V) i &e 1b Re .A ct. ('fir: . , `r. t:• L. l L'� �J°r -',l 'Ma f k in ' -f..£ 74s, (j- f 1�,� 1 FJ E l v t 0v K t O e..t t( , p • 7: )» ( a• T P4) /(469,90)033)(2,40 . 33)C24u e) Cor IGF cows A i,: \1 r,..CQ (1 55)6' (t) 878E Ebs 5tect. r Cr) !CZ iflOtt) ►". F� 5 vtervf t.9 c s Si S Grp ice US E �4 s �r e o ust - ' ' --- © r frateebaT k1 W- b acnr._ 41.066-4 v s 5GE 7- • .0Z EC&c P F ( GCp.) 60,00245e) (0 .-73)< !)(v)Z 0.00159v ( 6 _ C ooZSC) Co. q8 )(0-p5) CV )Z o 0 ZJ3 V L " GF r �'�1 f ►�tl V �+�/ c p F y , q l E i ( 11' .v ( S e e- L�'v� ... ' IA (Roo c4.646 F . 5314 (9100 1 LG w 1� t (7' of 640-J 15.114 1W � M - B o11v 0 '' 1..100 ASCE 7 -98 ' Main Wind Force Resisting System h 560 ft. Figure 6-4 'External Pressure Coefficients, GCS Endosed, Partially Enclosed Buildings Walls & Gable Roof ® 0 C O ® ¶:i 011111010 111111111111111.' fit / 111 © `i p ,,.: -. _ _ CASE A CASE B ® e 'w WIND DIRECTION WIND DRIECTION RANGE RANGE CASEA v , .;� < , Roof - } t- ( An d) Building Surface kf. I 2 3 4 lE 2E 3E 4E s ; , F�` 0-5 0.40 -0.69 -037 -0.29 0.61 -1.07 -0.53 -0.43 • '� .-,1 t 20 0.53 -0.69 -0.48 -0.43 0.80 -1.07 -0.69 -0.64 ' T a 30-45 0.56 0.21 -0.43 -0.37 0.69 0.27 - 0.53 -0,48 :: 90 0.56 03. -037 -037 0.69 0.69 -0.48 - -0.48 CASE B • - Roof Angle 0 Building Surface W • .' (de 1 2 3 4 5 6 I1E12E13E14E15E 6E f 0-90 -0.45 -0.69 -037 -0.45 040 -0.29 -048 -1.07 -033 -0.48 061 -0.43 -:: ▪ r '-dote,: _.. 1. Case A and Case B are required as two separate loading conditions to generate the wind actions, including torsion, to be resisted by the main wind -force resisting system. 2. To obtain the critical wind actions, the building shall be rotated in 90° becomes the windward r ' 1. each corner in -turn increments sk s that t coaster while the loading patterns in the sketches remain fixed For the design of structural systems providing lateral resistance in the direction parallel to the .;;;%" t • ' ridge line, Case A shall be based on 9 = 0°. 3. Plus and minus signs signify pressures acting toward and away from the surfaces, t z pre 4. For Case A loading the following restrictions apply_ respectively. a. The roof pressure coefficient GC, when negative in Zone 2, shall be applied is Zone 2 for a distance from the edge of roof equal to 0.5 times the horizontal dimensions of the building measured perpendicular to the cave line or 2.5h, whichever is less; the remainder of Zone 2 extending to the ridge line shall use the pressure coefficient GC,f, for Zone 3. b. Except for moment-resisting frames, the total horizontal shear shall not be less than that determined by neglecting wind forces on roof surfaces. 5. Combinations of external and internal pressures (see Table 6-7) shall be evaluated as required to obtain the most severe loadings. 6. For values of 0 other than those shown, linear interpolation is permitted. - 7. Notation: a: X10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (1 in). - h: Mean roof height, in feet (meters), except that eave height shall be used for 9 < 10° 0: Angle of plane of roof from horizontal, in degrees. 43. MAIN FLOOR NOTES (NOTE FLOORI i j i i l 1. WINDOW GRILLS ARE STANDARD IN FRONT 11111 P 5 f AND SIDE ELEVATIONS AND REAR 4 e ELEVATION TO BE CLEAR G g LASS. $$$ y 2. ALL UNDIMENSIONED PARTITIONS ( , r-6 11 ARE 312' ROUGH. 8 lb4 3. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERWISE NOTED. /1111111 4, PROVIDE MINIMUM 240211w/ 12' PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. • 5. 3 -2z41 MIN. AT EACH END OF ALL BEAMS PATIO AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS g 33' -0' z 10,0• SHALL BE TRANSFERRED TO FOUNDATION d VIA BEAMS, POSTS AND/OR SOLID R N BLOCKING. $ ii B 6. ALL EXTERIOR DIMENSIONS ARE TO FACE 2060 010 2060 S+ • WNW GLS BIN( LLB. / A STUDS 1 2 i 7 . ALL L L TRUSSES T TO B BEAAR R O ON SES TRUSSES N EXTERIOR eo" AIs 90 AFF 0 90 AR R WALLS AND/OR GIRDER TRUSSES UNLESS FE ;ka®L.. 1 FAa[ . .ra.a8.8:¢� ' OTHERWISE NOTED ON FOUNDATION PLAN. L 8 . TRUSS MFG. TO SIZE MEMBERS, FASTENERS, Ai a I HANGERS SET SPACING FOR ALL u TRUSSES. 10'•8" -5' • - TRUSSES. WINDOW R SUPPLIER PPLIER TO OVERIFY AT (EAST ~ ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SO. FT. �� 211 C ,• BYPASS ZED 000II TO ® 20' N WIDTH; SILL H NOT GREATER ` ~ :" S swFRINnNOE11T I THAN 44• ABOVE FLO E R. r � MASTER ITE 9' -a'' zaswl 10. BALLOON FRAME ALL EXTERIOR WALLS = V �' -- -- - - - 9'•0" CLG. (ABOVE 8' -t TO UNDERSIDE OF ROOF (r j7 11'•6" 515 O SHEATHING - PROVIDE FIRE STOPPING Al Ilya e EVERY 8'-0' VERTICALLY IN WALLS > 8'•1'. 11 ALL HANDRAIL BALUSTERS TO BE e .e'1,a:,, -. —v SPACED SUCH THAT A 4' SPHERE CANNOT LANAI PASS BETWEEN BALUSTERS, C 12 X " " - - -- '-` ----- 12. ALL ELECTRICAL AND MECHANICAL 'i EQUIPMENT 8 METERS ARE SUBJECT TO ; RELOCATION DUE TO FIELD CONDITIONS; 9' -0" CLG. CONTRACTOR TO VERIFY. 9 Si - Y— 13. FOR ADDITIONAL NOTES SEE GENERAL III n P87 _ _ NOTES ON TITLE SHEET & DETAILS. (2 z66e +i 2 ` Rg 6i 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE 80' ABOVE FINISH FLOOR (U.N.O.). e . ..,�,...j�.�� w+�e• iRANSa.1 a �,�. �, .' t ,, ' RId1T BIDE OPEMTIOtNL :.,. �.,.,.� 15. WINDOW MANUFACTURER TO TEMPER ALL MN: & l WINDOWS 2' WITHIN DOORS, OVER TUB & ' 4 ri 3 q' �• 8 SHOWERS 7 WINDOWS WITHIN 18' OF THE �'� tt -90.'91,1 FINISHED FLOOR. i / 36' WOOD BURNING FIREPLACE ( -- - - -� -� UTI 40.r KNEEWIL \ 1NKwl .a 9'.0" w/ xs BA TOP DISPOSAL 7 - 4 r • ,n 24. CD KITCHEN • LIVING ROOM 9,0 "CLG. t:! i s ' VAULTED O.G, IN' X I2,1" �� a) 194' 216' - 11' RANGE w/ MICRO Hoop ' EMERIOR VENTIND '` CONDENSER I w 1 1 1' HIGH PONY WALL ABOVE " - • e V, ) TREAONOSE W/ OPEN RAIL w 866 i 24 "mil i�-If 2 90' � 4,m I wm a a iL 1 I , 7CO LULOx TODEi FOYER W,L I ac _.. a 7 II VAULTED CLG. PRE-1 FOR LNMORY 110 L.- _ _ _ 8.'.-0'JU''10'. _._ ___.__._ e +. APRIL AIR FILTEREPAQ0JARO _. -._ CCI- __ .... i la 1 1 CIA INING ROOM 9'•0" CLG. 11'•1• X10 , 5" �, —. — N 9lI epee w(21,0'4L C .1 'i, _ . 6...) a p • 3 A �.0...j GARAGE 9' -0" CLG. .......J 1F- 9'X22'•9' FRONT PORCH 9' -0" CLG. 19'-8' X 7•0' ss ii, : :. • r - - -- --- I \\ SECOND ROOK .' % 0z__ j 14, 1207'0.H.0 V c n p t l o 0 . AREA TABULATION fr MAIN FLOOR PLAN 1256 SQ.FT. — c r`/1ors CI rino DI AM 711 en GT /'__. _ .._ v v . II ii . e 0 , N.P X - 2x v�Do . CF) �n PI c m ... ,.. N1Z�='o C C� G f/ atM R zgu, O 0 rn > r x,..,_,..;,, A y 0 at — 11 t i; „. iv.3 --- " - ....( ...e 6 .. % 0 t ; ....3 xj 0 . z z _ � M 1 3 > N 1) D i I-I1 v z iVV o m m Q '2c)vl 2 a _ ` › 0 � 0 � ) i s . V s .w/' N 01 o !� ib V '' y i = .'D ., i 0 t e-- ' (''. -:-_-. . i CO : e' A C) </ v Z y 4 Ni rf. . - " a- 6\ N c ;. 'z-' c l w NIX . r _ Illm. v4 0 ° C o xi D ` —1 .4 ..0 0 . 3 ; Z II 11 11 it CA Z in ,,,,) r ■ Ate „ Sheet , ci 31 / L . Ga I br ; P L , p. I 1 4 1.--. zz__ pat,r4(sit_ c re s'etv a t ., - spg,7 {-Le__ ‘.,,) c,Le s -:\ Oki (TIA +hi I S keet - IL .) \..) Lk.) ku b t . - J 4.0 C) . rd r {A141 ■ • -+ C 1b51 FL) --- 71S ---- %\ p.kip To c 7:641%;)(10 ) _ (too )( Ha lite,"coe (pox fuel ayotti 4 41 t In: ' 8 A 1611"4444°k I\ l'e. --- ------- ibi 1 . !s.... ,........ ..„ ....../ tl. il ,_-..... 0 J, tp Bur k. § e' h 1 Il \ . •i''.' x;• 1! 3,7%; ur-i0in --.'; 1 6,104. \ Ez „, II :1• r el \ 1 , K \ ---'. .., ) ) ... ,.... i. f 1 \ \ .J fl) ) . .... / 9' " / 3,9 / 94' / Ire i 4-4• A 211 .:. ARIONNIMINEW VIM To O • < < < J Z Z rn * 4 LL N O E d O 4-, M N O CV N ' CB I J J J J J d (/) LL LL LL LL U. .n N CO ` O .t 4' 'n O N "O ai ) .. a M N o r . C aq d N Q 0 "O Q. N N N ,_ c9 c6 N i-, -'17) o f c V y `n 0 O c 'II O N J N 2 E m CD m N &) c o. r_+ Q OA N 0 O P. N M d cp ` 03 3 m 'O E O- y E 13 C O oo ,.e N C V H f - U ,.= N O N O c Y Y a. CL i�. w cts a) a. L et N N N N = -0 0 OA C C O O •+ m CI C 'Li o m a 2 d• N C C N Co L "- C N V .� C y �p ' cj CV CV tcl +.+ O ' L ` O) M c ad N N — N co c a w • a . o m C g Q c b V O N G c u Q° a ,- N ct o t "C Q 0 0 -a � 'o u) — o ��r�N 5H N N C C oo N 0) 3 �' M v7t1) 000� N c CO 'a .O 7 c0 ++ C) .0 a 0p c CY O O O C V] U N S2 ✓ U C , a id C � N C� 0 k 4* * O O C O C L 2 To o °4 8 �•y a.) x Q ++ <<<z -== 3 C Q U O cn 2 1 Wm -0m z o ZZZ fa.Q.' C O U o m rn o .i._; m Q c 'j 'a o (0 8 O) O H o o 0) > o Y > 0 o `o O N .0 -8 E 1_ @ O O L7 c0 CO a c E.) O m o CD C co -0 p 0 .0 a) 0 a) O Ec =o. a L CO cn a ° v) Q ° - aao " O c o LL N )- Z' -o 7)5 3 a v as N w j. = 2 0 c w , O 0 V N 1 N ') a) ca -,7, co ca 0 N H m co a�c a U2 2 Lc, rn w a) c O 0 O C r + >•. -0 y a) + co CD E •. — C c6 m .0 co m fA --° E' N V) CL m co 5 o c O N M c\1 a a 0 - p d p > k N u. O E CD 0 O L • O CO � L 0. J N .Q �O y �O w Q N N 7 C cn 0 m C E v O •O c 0 o Z ¢ 5 >- u i 0 i _ C :p 0 m v v O - N ° o) X r fn cn O a� a� ' E o .- Lu Q N 6 a a o <Co U 0 J N 0 H w O 0 E 0 Q. 'C U 0 a U M a a Q • Z z z 2 o N o O 0 U C no E E a� O L d • W Q 0 o � v t RI U 0 J 4t ai + N CA • lL O, O x 1:3 d N N M - U N C 0 to N O C C O d' Q r'" O N f0 a a X v - O . C _ � C C \p O O p., = c0 co a. � Cfl +X LO - N Td c C mu n + � N O o c) N (n 0 - O • ArLNr � 1.0 N c o O o rn co p. ° ° = al 0 a� • O D X Q + o ,G E. v rn • emu, °N3a�*I a.= E E-+ 0 Q t, (6 V m i ++ s a, c .; m Q N Li J 0 Q Lo E- z 0-in O p c o CO ILI C a ''.. T. Cr) C U at = O 2 a) U • C O 1- ? 0. Q P. 4. — Q Q U z z z c O c co c 2 Y tl 0 a) + 4) N 7 2 rn fn e u� 3 = To •• N O E O a m ` O 70 Of — 65 = ca O CI) 0 0 RI c�i M v O m cc v O J .r� N a) N V.. 0 O r A , J O W d 2 a d Q a Q g � z z z z ca ea 2 O a a) to ✓ L • 3 N a) O Z x W 5 • 3 '� Q n. I c o ( 0 ( O J * co N a LL O X a p v N N O Z O M ~ N U c CNI M Q c C - O C + Q >+ 0 CC C d X @ O c C ID +Cu co �p O O a N N a, Tr N 0 m N Q N 3� D.6 • g 19 (0 m • r a, x C • CO + X — c d x a c Q v 2 N XQ 0NCO co QN • + r N `� In O N (/) co_ O G. N O } 7 - 0 (0 N O r N U O o , a � q) o 7 at ` ui +'' — O x Q+ O >, N C) 71" °Q° 0,1 CL * 2 H o -e, + + ,- F- Q Q cu 3 � O.acV � m0 a) N c` J QQ? t�-Z ° ) OQ C 3 O O. — • o N d = G CD ✓ c 7 (U) O a Q d 0 Q ¢ Q co CtS V • Y Z Z Z 2 0 co a) � � c 7 3 O a� N Q G o c 1 a) O Z ? 0 0 O 3 2 o N of T v O J 1 00 00 a V) w w O O aa) < Z • � T.; - o N .1+ c c u E 5 a) O a w z a a z z 0 2 0 d co • — f/) is ,3 N o o c -0 o u_ o m a cn cn RI A- CO V 0 J co to co � T J N LL H y.. 0 O o J O J Z C � O p Q. m N cn v x x 2 ° 2 d d 0 U Q Q Q Z Z ) Z co ■ 7 cn 2 d 0 CD d v <a > o c p c C m E G N d a U CD V V • L co v 0 J yr N w 0 0 E J O 0. V N w C v O L a m Q Z z z c co O 0 0 v C/) 7 N 0 Leis O O 3 L O mom 113 r.+ a a • a Vk R 0 0 J 3t (0 v_ v J co L.L. L.L. LL N c O U m O c Y O N U a) a'a M V (0 N o 00 -L- c GEl? O K gy m ,, O U J S E c O _ LL c •� rn a) 0 m < 1a L -o 'a < O O z a a) • 0 c w v c ¢ a C • °oQ Z Z ca 0 2 0 0 d = m c 0) is � ' , - m N CO r ) c --. L Q c 0 c 0 Q = 0 X CI W. N c <) O �0 Z O rt 0 1 N 0 0 J 0 'r+ a 0 N G 2 a to z z z z to co O a , a N m E O xi p o w • O m T a) • tT aa) a) Ca 0 rya 0 to • Sri cm co U co 0 J d r.+ Cl) N 0 0 O a co G r.+ v 0 1 0. • Q a Q Q z z z z co w 2 N a) O d c o m c rn m C O c m 7 L O L cn a v) a DI cm o c CD w r N v O J *k N N v.. 0 0 E J O a V v O 0. u z z z z 2 cn cts hi a. L a) 3 u• Q Q ¢ Q N 0 - a-' 0 O N co 70 N F- ¢ j Q' O = 'o o a c Qf p J U cA t9 r 1 2 0 co 0 J d N 1 0 O J3 J 0 i+ .L V w 0 t3 O L a L. z z z z to 0 0 ea a) co o_ CD 2 N Q co to L C V Cri �a 0 J 42 N N w 0 0 A = J 0 Q v d .r+ v O 1 0. E 4s Q Q Q V Z Z Z 42 2 0 v N a � j a m 0 UW C° ~ 4 ■ 0 -J # R o / / 0 Q- 3 ƒ In ƒ S \ \ L±L ■ ■ D 0 C 2 7 7 777 .5 f \ 11 \ � E § c 0 0 0 :3 z z zzz c 0 0. L. @ \ O / c § 0 $ / M 0) .u) .. 0. ? / / a) //E . /0-0- Z . % . % . 6 2 E a) / e e ■ tg \ \ 0 0 I c \ �kƒ E = ° / / � 7 § e 1 :" cn § / 3 e o u m 1! Ce & a v O J d 4g d O O 0 Q v N d D V O L a d L .7 � • Q Q Q Q z z z z 2 UJ O d N m o . R E . N Q o to To Li. :? Ta C • j 2 To O J d N w O 0 .£ J C 0 0. . O L a L • Q Q Q Q Q • Z Z Z Z Z C 19 2 o C • 0 ▪ . E V V O CO j ` v L cts (13 p ( > (A O 4 N O r M • LL (3) r r r r V i O -J N d co O O J 0 v N w , r+ O L a Q C.) z 7 �o 2 O 0) (v .O to V) 2 -2a. L O � 17) Y.sc s k -J # k § 2 / § § O e f 2 # 7 k / 7 [ cn k \ � $ \ . § ) k .- % �� o� / c c E - a 2 / % / as m m E % o -0 \ g _a c 2 = _ §\ as f /\ , 2 > f [ 2 § e = c x c ¥ 0. C � L f ° a) / � k k c 2 o_ K ° o) CT) RI _ / S E C $ 22 =o _0 ■� aw § ° ° cu Q& I o. 2 /ga 5 § f _c 2 L coo a § % 2 f 0 -0 k h • R I B D / / / 2 0 E / \ $ 2 $ w (n @ o cu 5 as 0 c 6 = \ \ co t % § 2 f / \ c ' V a. k ƒ / k } - \ 0 0 ƒ ƒ .Ni c - ^ 0 7 @ \ Q ® ) E «2 \ 2/ k / 2 7 , > . in . W o - o k / f 2 & 7 2 0 5 f/ 2 2 kf /// / 2 c 7 _o / \ a) 0 )0 a g/ / ¢ f \ \ £ o = o ^ 0; $ £ 2 2 / f k c a o c0 __ 0 - = c / o co La o .- f $ °� E k 7 J / ° / / \ t c . 2 § / 2 E 6 W z Z c .- _c \ \ $ [ z \ ( o » % 0 2 2 $ 2 L E 2 2 // E CI- / E a a \ o_ E e y d 4 w & 3 k f / cc) < J 0 / 0 ... 0 \ ina I BUILDING SUPPLIES INCORPORATED ' 11155 PHILLPS PARKWAY, JACKSONVILLE, FL3225$ (904) 288 -8225 10500 PHILLIPS HIGHWAY, JACKSONVILLE. FL 32258 (904)288.7000 JOS NUMBER: E0427 I., cu$TOMER: BESTCON M JOR DESCRIPTION: ABACO KEY 22 , V JOB LOCATION: LOT 22 PARADISE PRES. TRUSS DESIGNER: DP,S DATE: 05 - - I I REVISION DATE: PITCH: REFER TO PLANS OVERHANG: 24" O.H. eN in OVERHANG CUT: SQUARE X PLUMB 1D SEARING SIZE: REFER TO PLANS SEAT PLATES: YES NO X TOP PLATE NoTH ; REFER TO PLANS ENO, LOADING: 42# TOTAL ROOF LOAD TRUSS SPACING: 24" O.C.. ) WIND SPEED: REFER TO PLANS ) TRUSS LAYOUT, DESIGN AND ENGINEERING MUST BE APPROVED ( & SIGNED BEFORE FABRICATION OF TRUSSES. X ' ' BUILDER TO CONY. FRAME ROOF, VALLEYS I DATE: /._____/ / m. AND O HANGS AS NEEDED ( 1 BUILDER TO FRAME DOWN CEILINGS I NO7 IG.E AS NEEDED. MANNING TRUSS WILL NOT ACCEPT • • • BUILDER TO BUILD UP WALLS TO ANY BACKCHARGES UNLESS PRIOR 1 MATCH TRUSSES AT HIGHER PLT HT ARRANGEMENTS HAVE BEEN MADE O ALL WALLS SHOWN ARE LOAD BEARING AND APPROVED, W r UNLESS NOTED OTHERWISE c ,,. ,,., ATTENTION .,, .» DO NO7 OUT Ofd ALTER TRU SSE S MIIIMIIIK I BUILDER IS RESPONSIBLE TO INFORM ALL PIGGYBACK ATTACHMENT DETAIL SUBCONTRACTORS AND FRAMERS NOT TO CUT, DRILL OR NOTCH ROOF TRUSSES OR BEAMS. (MARKED AS) ..^ BUILDER WILL BE RESPONSIBLE FOR REPAIRS, PIGGY 1 'I REPLACEMENT COSTS &/OR ENGINEERING FEES, ON LAYOUT .41 _-,,,,,........ .._, III II INIIIIIIMIN II 1 ATTACH atultiI:ITCFF7Fl:CuI IU;E`l T 24" c/c MAX. SPACING 0 TOP CHO - D OF ......... , SUPPORTING TRUSS • PIGGYBACK CAPS T SETS ON F TOP PURLINS. SEE ALPINE a ..... DETAIL SHEET FOR R NAILING SPECS. °N, b0 I WALL LEDGER = 1'4" 9 -1 -2 WALL I 1 _ 19-7-0 WALL COMM NA ® —2C NA 111.1111111 _ 0 „ PAGE 1 Date: 05/18/2005 MANNING BUILDING SUPPLY LOG #: E0427F TRUSS DIVISION JOB #: 00 JACKSONVILLE Salesman: JOHN FERGUSON Pitch: 8/12 Customer: BESTCON HOMES Job Name: ABACO KEY Address: 1484 LOURAL WAY Address: LOT 22 PARADISE PRESERVE ATLANTIC BEACH 32233 Designer: PS Left Right Qty Span O.H. O.H. Description 1 5'8" 2' 0' D1 4 5'7 "12 2' 0' D2 6 5'7"12 2' 0' D3 -/J E) 1 5'7 "12 2' 0' D4 9 20' 0' 0' F2 WALL, 2 6'5 "8 0' 0' F4 2 20' 0' 0' F5 12 20'3" 0' 0' F6 ** Beams ** 2 22' BEAM 2 GPLAM 16" 2 18' BEAM 3 GPLAM 16" ** Hardware Floor ** 10 HUS26 1 -ply Truss Hanger 9 THA422 SY42 Hanger 37 - Trusses 19 - # of Hardware 0 - # of I -Joist 0 - Piggy's 0 - Jacks 4 - # of Beams 0 - # of Rim Board 37 - Total Trusses 00 00 00 oom — 0 0 LL --, BALIES38d 3SIOEPJUd EZ 101 A3>-I 03U9U ?:13)-IEJW3OHS dIlIHd Z 1`. Z N LU LL CO CD 0 :N0I1H307 eor :NOIldIOS30 eon :A9 03N0IS30 0 0 CC Po )W 0_ --, PO OP ON OP 8..S.ST 1 .SS ____ _ . fU .,. u, u) •ccul .1 1--m—w in wIDECCW N wumw Lc, LL W W ■ X WW0 N 0 * • 01-00W _ 11 I - , . - ••■ * w0 Ww * ZZW Z * 1-. Wwl. wr -----1---- . ..w0 mm * 0mwmz : -w _ ______ * i-w-L, : rccw cc , -7" Plo z w�-zm • I ■ .. .., o ...acc oo .-. MwNC1_,, o 1 , 0 =Me d CV ■ N z cn ow w ....._.....................„............... ■ N w zz>..mul 1--- Q. WM CE WWMMO 't, 1 11 ` ' wmo U L.. W 1 7." * CCOi-__I r >x r I * rowl- * (J)0Z- zcc E . -m w 0, 0 . MM E U m * WZ 00 , * 00W0M tiPok — ,A 4,A.A.A4 . _ ". *A YY"Yltl mccmw .. mcnomce P ' m H ..0T.?T 1 ' -0, 8.8.LT 1-:.----ix,---1 N m r W k .9E H PP . co 1 CO Lo co co _ fis i I —.S.9 I .8 i ..L.8E 1 .T Irm F n, .n H PP OP1 Po rm ,A. ra. on A lk 11\ //11:: ow PR V ha,\ V Aritek. Psi 1 I lb ' V P 0 Aht/Abb:N Ah. ■ A ll I I Pla . 'll i r . Po , ■ V x oko / w hih N 4 N p / I PI .....„ / ,... \ 71 p ■ I i I I I r Al. / .... ... \ / op. r. ro / / f.m. tos 0* A \ \ fo. , /1.. g... , , lop - A . \ Y . . . \ 0 i R 11 I 1 • \\ , i \ II • i , „ \ i ,.. ill \ i t „ 4 y .. ■ fr Ps V' \ :,;11Pir : \ , , , \ :, i \ Pr 0. . A \ / • ,A go 0. \ \ \ / \ PP MANNING BUILDING SUPPLY Philip Shoemaker 20 May 2005 10:00 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268 -8225 re FASTBeam® En.ineerin. Anal sis ©1996 -2004 Geor•ia- Pacific Corporation Version: 5.0 Build: 5.0.0.15 Project : E0427.FBD BESTCON -LOT 22 PARADISE PRESERVE Mark #: BEAM2 iwo Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L /360 TL = L/240 Composite Action : No fo _ 3.5 ", 565 psi _ 3.5 ", 565 psi 0 " ` 20' 4" 1 ow LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf; Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info MI 1 Partial(plf) 90 65 100% 0 11' 2 1/2" 20' 4" WALL 2 Partial(plf) 184 134 100% 0 11' 2 1/2" 20' 4" GABLE 3 Span Carried(psf) 55 40 100% 0 0' 0" 20' 4" 6' 0" s.c. - D TRUSSES Uniform(plf) 15 0 0 0 20' 4" Self Weight *Dimensions measured from left end when s•an# is 0, otherwise, from left end of the s•ecified s. an. SUPPORTS(lbs) 1 2 Max R'n 2387 3765 Max 100% 1628 2630 VP Min R'n 759 1135 Min 100% 1628 2630 DL R'n 759 1135 Min Brg(in.) 1.50 1.90 [Based on bearing stress below] op Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 3109 1 20' 2" 21 10640 100% 0.29 ee M(ft-Ibs) 15540 1 11' 5" 21 34954 100% 0.44 LtRn(Ibs) 2387 0 0' 0" 21 6921 100% 0.34 See Note #5 RtRn(Ibs) 3765 0 20' 4" 21 6921 100% 0.54 See Note #5 LLDefl(in.) 0.35 1 10' 2" 21 0.68 L/700 ow TLDefI(in.) 0.50 1 10' 2" 21 1.02 L/484 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth, Plies selected by User G -P LAM tm Georgia- Pacific Corp. NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression so edge. 3. Loads have been input by the user and have not been verified by Georgia - Pacific Corporation. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8, duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. I. 9. Nail plies together with 16d nails @ 12" o/c along top and bottom edges and thru center. Nail from alternate faces, 2" from edges. 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% , 80 = D + 100% + 133 %, 90 = D + 100% + 115% + 133 % /2 , 100 = D + 100% + 115/d2 + 133 %, 110 = D + Commercial Ld (100%) 0 ,12. Group = Load Combination Number + Load Pattern number. (For simple span, Load pattern = 1 for LL, 0 for DL). xi me Po MANNING BUILDING SUPPLY Philip Shoemaker 20 May 2005 10:01 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis ©1996 -2004 Georgia- Pacific Corporation Version: 5.0 Build: 5.0.0.15 Project : E0427.FBD BESTCON -LOT 22 PARADISE PRESERVE Mark # : BEAM 3 to Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L /360 TL = L /240 Composite Action : No m _ 3.5 ", 565 psi ` 3.5 ", 565 psi 16' 5 1 /2" I " LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf; Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0' 0" 16' 5 1/2" 20' 0" s.c. - F2 TRUSSES r Uniform(pif) 15 0 0 0 16' 5 1/2" Self Weight *Dimensions measured from left end when s.an# is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 4646 4646 Max 100% 3292 3292 Min R'n 1354 1354 Min 100% 3292 3292 PP DL R'n 1354 1354 Min Brg(in.) 2.35 2.35 [Based on bearing stress below] Br. Str •si 565 565 DESIGN owe Value Span X Group Allow LDF Ratio V(Ibs) 3811 1 0' 2" 21 10640 100% 0.36 M(ft -Ibs) 19116 1 8' 3" 21 34954 100% 0.55 LtRn(Ibs) 4646 0 0' 0" 21 6921 100% 0.67 See Note #5 RtRn(Ibs) 4646 0 16' 5" 21 6921 100% 0.67 See Note #5 LLDefl(in.) 0.30 1 8' 3" 21 0.55 U649 TLDefl(in.) 0.43 1 8' 3" 21 0.82 L/460 PR USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth, Plies selected by User G -P LAM tm Georgia- Pacific Corp. NOTES : 0 . 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia - Pacific Corporation. *04. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 4006 7. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9. Nail plies together with 16d nails @ 12" o/c along top and bottom edges and thru center. Nail from alternate faces, 2" from edges. 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% , 80 =D +100% +133 %, 90 =D+ 100 %+ 115% +133 % ✓2, 1 00 =D+ 100% +115 % /2 +133 %, 110 =D+ Commercial Ld (100%) 12. Group = Load Combination Number + Load Pattern number. (For simple span, Load pattern = 1 for LL, 0 for DL). Pm o p r H h n b r x * XS 1_ - - - --' fr7 i r x * * i�In L z C T J z .`q '7 C= O z - 3 -3 CJ Z 1 1 t-] n a -r x > , � � � (n r C 7 C�1 D L. ' C CJ U] z C7 M 1 j m CD t7 O X = x 1 II I /* 7 I ^ 3 P - - '--3N X ='i D nC� _l___ IL`/ �/ 0 0 7 \ aw 0 3 � O �� Yzo � i / r- -a N C n P :Hi r C a =� Cn w ___.= CD -- c/2 z G' O C" z ,-. n CA d ''7 i > z ` � 1 5 PO ',AV.', � ` .i1 d N x C/1 r Q7 � '. J V n r C7 C �z N "r, = "KW rna CD � > CD o .AO z ? - i - m i a ' 1,7:1;-7,C ' ',.:71 / 0 N O C7 ,� N :i7 y 7 �m� � ,,�„N< LI / �� c t z �7 m da dz cno 2 m; / • / .A .-3 , ..-3 V1 73 C /1 n d cA U7 n' Z CI T/1 N Awn CI) _ _ et r+�'' A A -, ° a m / ' n z D Q -33 O C Q . . O Ch L 7 7 C " f-,! Nyy m °me --1 / G7 ^3 Cc.,1 0 .3 v 7, ;'- C o / � C C/11 0 CD z n C N C1a VI Z� �AO� crxznD G1 C7 , / Z Ch U1 z7, 0 C' M i Ii Cn O PO D m a t=1 a x CD a N p Y7 M ' a Z -3 :J n CA 9 1. , ��" / rd9 oa z API 9!1 W t--- -1 • !� t]C na CD 7 0 -3 L71 a � ► �,� �7 �?a ovl PO I r 7 a f.. WN • I CJ Z O .3 11 z 31 •P o� 0 C CD Pl$ ..•'31 a te �z � c cn n r 3 U L � y d (A N N N CJ CJ .P z . N N .. N CJ C0 r n / :fn1 0 .A CD N C7) 0 c=1 C.J co 0 .P co — Ut C 7 = nib'^t m m -r -1 d 1 1 1 1 1 > \ I I I I I I �> I� I C77rA`4] n 0 Z - r7 C c n n n n o 0 o O O o k , A - . 1 0 O O O x N Ci7 Z Ch a s X7 w CJ w w w w rn ; m .z,. o , t T = Cl '� 0 7 o o r 1 'Z7 r' y 1 I I 1 I 1 `1 O n 'b „, > c L1 i n ,z CO CD O7 Co O Co z L . 0 0 1 0 O O O 'Z "' N 1 Z Z Z U1 a y 1 n ! N \ r - . z a p U 1 O U '7 71 J 7 0 rJ 7 1 20 O y > I 17 77 W I 1 — -1 ; 1 C� 7 �I - z _ to Alpine Engineered Products, Inc. 1950 Marley Drive Haines City, FL 33844 r , , Florida Engineering Certificate of Authorization Number: 567 '-; ,..,.. „,._ Florida Certificate of Product Approval # FL1999 ;F. Page 1 of 1 DocumentlD:1SN61S1- Z0219065810 `'" _ ,. , '-` ,.....„. ,.. . , ,.. Truss Fabricator: Manning Building Supp " ,, r Job Identification "" ffi _ °; , ., „. E0427F-ABACO KEY -- LOT 2 PARADISE PRESERVE . . Truss Count: 8 �,, = , . . Moaetcode Florida Building Code 2001 � --->z, � .� . �„ Truss Criteria: ANSI /TPI-19 (STD) t ,.` Engineering Software: Alpine Software Versions 7.11, 7 • Structural Engineer of Record: k ,�. Address: r Minimum Design Loads: Roof - N/A Floors- 55.0 PSF @ 1.00Duration Wind' -= - No Wind; Notes: Seal Date: 05 /19/2005 -, , 1. Determination as to the suitability of these truss components for the structure is. the responsi bi 1 i ty of the building designer /engineer of -Truss Des Eng - recor as d in ANSI/TPI 1-1995 Section 2.2 James F coiling J r. Florida License Number: 52212 2.- The drawing date shown on this index sheet must match the d shown 1950 Marley Drive on the individual truss component drawing. i Haines City, FL 33844 3. The loads indicated on all referenced girder tru consi stent with the tru layout provided l by Manning Building Supply for the above referen "j ratification. Loads - applied by non-truss .elements and basic load parameters are toYbeirevilerwed a `approved by the FOR /building designer. • 4. As shown on attached drawings; the drawing',�er is'p^ ed by:< HCUSR151 .a i I 0 o r Details: 14tJG ,� , 4 �,i , �,� , , , . . . , . r i„ it�7rt r `! i t .F a , y� : if - . #! !t Ref ' t " isDe \! Draw1hg ` iDate„, i� 1 ' 01354 -Di 1 - 'iN l , i ;l 4 * {' � s 051 034 05/18/05 , 01 3 55- ti? 11 i s ; t 0 1�B5 k0 /15/05 H, ‘ .,„ . , . ... , , dpi' ,, �; 3 ", 3 56 --03 �i ,�'�� ! i 4 X5 138 0 2 9 /18/05� ` � ` t . ,,, , f i ii' aw '��5 D ' r A / � • i� t � t l5 *i� 013 - - F } .. ! iii 051,...''''''',,.,k0:4:.4 80 f 05/ _ /05 .. fit p x,; '' i ,i , 01359 " F4 i ! , , 05138035 05/ , , '' � 0138 ' -F'5 , 0513$;19 ' ;/ 05�i �, , 1, L 8 01.351- -F6 R F i /. / s, ` , < !,! k � ! , ` 05136t1�3� 0 18 Ifs �' , , i � � ! i�t ` i,t !i :, , i tHsi „ i 1�4� i;i :i t7r 4, b}' ... . �.:,.. ,a „!.,, d. Ti . «. .;„, „, r., .t4 i. I:, .„. ..i„ p �� i,, r „,j iK 4 . • n ,�' r u t i, , ��! i iEr i ;� .. t t .: €i st .t } ra. w .. + �' �' iziJ- r ': � t r _, • fir ' - ' .. - - --- ' . ' ' ' ' 1 ' r .., .., ...,_..,,, , . - ,. , ,,, ,.,• - —.40101 '... 4--:r; 1 • r ' • • — Ai. ..- nal -, , :00100_, ,__--_-,,. ....0000., _ , ,, _. . ••• . -.� . . ... . r . , • . : . ,. „ ,. . : . .. „ . . ,-, , . , ,, , . ,, 11111111111111 ® A W W -1 —1 V) W "' • r O cn C7 n C'7 O O ^ o Z , — O O m T -7 T > E S S N '' 1 0 0 0 o r r CD 0 - 2y� 8 � ° y - a a a a c r v 0 - a o !D 0, W D N N N W D y R o m X X X D c n.. a < cn cn A A A n o (D W (n cn O g . w C O A A A O f7 N O T !!I it V fT = M Cu -C-1, n N O O W N o on _ N X O N o N• M ° £ ,I X W O N v D � — O W X11 O O 0 O C.7 (0 i i m O Ol O N i t a :5.,, 1 � -`� O O O O T y = �, cn > < r A co III �' o D 0 cn O ' iii, �� --h m O � O J W cm- u, cn (/) _ _ r- 0 co O A A A O m 1 N N r r r r z O T T T T m m on C7 on d ° 2.• M ..- 0 X X M CA, c • m X r+ cm c-1- r+ • < rn _ - x .O O C = Vi O cn O • N o A IL I� rn O rn CD C•1 ( 0 V O V O �- p C7 N I'' I--' 01 0-+ o A IIIIIIIIIIIIIL x _ -= 7 INEMIIII - ,.,-,C) >c c t p 4% N t ko D (n CD —I Cl) 0 o, t-■ - - -. O' CD S cD CD O N CD �• rD CD -h '< O �. ro C'7 CO O rD S a !s O O J E n CD n _�rl�` i. . i J L'7 J S CD - `a CD o f _, �� P n n O v J N. o C = O •. • to N M' r Cr O R - s - = N \ CM Ol M ;• \ M O W V PO , 0 1>%1:: ,r D 0 < 0 �• N n n - s < 0, • /. o m N h O m O v A. % • . J O O t d 'S N T S D r�,. • •.. .. • � O = 0 <n 0 ° ' n cn n n r = 0 J o m C2 o 0 - • r I << = 0, Q' \ £ y •. O — I CO Co —1 —1 cn n rD a O CD a •C O C, C CD C7 • O E 0 O C1 m n — I I rD r fl, 0, -y, • 0 o t7 f CJ Q I — \ + 0 0, t* —1 V 3 T (- r' r f f W CD - 5 n o n 0 - 5 In r to Z ➢ O \ •-- * r 0 a, O S 0 r • \ C1 (n CD ji T 0 0- m W 'O A H-+ N \ 0 CD - 0 0. CD 0 • y I N m Q . N O on ---1 O , r rt o to Cu d O U1 O O O O O\ N 0 O — (5 m oa O O z CD 'o v ,0 , ,0 0 C7 V7 V7 V7 V7 V7 O m £ • w T - n m -n rn CD r• N _ - 5 O S 0 S 0 CD 0 C. O_ 3 CD a o C1 0< v -1 1 V ) S C7 C7 0 - z -a+ W c0 7 m ( ). rm Li o n _ O D E —1 m n a 3 z m rn a CD -' O o r a r o rn h n V7 V7 .Z7 (0 o -, �� (n C H cm 3 I • CO O I--■ a cipio I 4, \ 0 - I , w lY:. V \ ■ V 0 <:, l0 - 0 O I--■ 0 cc r:':. O cn a) f--' = I � w \ w \ N O 01 --r, O o (n A •' cc r' 0) A 3 •° J O ° r+ -0 m a" `" —I o 0 t or❑ -0 H J < (D O O V w H o(ro_ CD CT - 5 - 5 - 7 = = N d d D p , 7 X X X D p so -P A A , c v - 0 m r • ok -< x 7 N - O CO N IN = O O C71 t-h z z _ * _ v I X _'' N O _ _ _ u _ AI T r ∎ ��1 i ❑, m N � ° (, III a - x r _ C CC' \ o . '^ O m O 0 m _ < m r'* O m O w . . N N a m _ _ - a N O < m N d 0 d C7 -0 O z 0 N ,CD N „ _ N H v 1 p x �� iv N A _ A H O A Z 2 .. A d ■-■ M O D z = N zmo coi c A .. m rt 0 a / �r�' r. C:' A n m m I r { �. ` � 0 - -0 2 C CD 7- 4. O A (n W O a' a m- A O E t ot �, ° m 3 N N p Q e- L' ( / ) m A J p 0 a . „,.... 'NW y r • � z ° v c-, n o CD �, cnDO c cm ..t . CD A - m t n r 0 -_1 -1, - i �: g. co A C ■∎-, r-r {.' C v N Z n m .-r o r t !)iC, w r o m 7 z V Z,I� c', D Z VI Cn x .„j -im oo a n m 0 O O A O on G Z n 7 . t -'4 W CO -. -I - - J' N 3 C O C7 C') C7 C7 -n 0 ° . a m -- I r A • • „ 0_ o (, 1 o o m n ---1 -. 3 - T1 r r r O - A r (n m - 0 n O z D A r-.. m - { ■ 7 so - � L7i C7 • W m D O r N ° CO .-. - m r -I z cn II ^- A r m N G, 0 W A . ,p ' t-� N = (0 m - 5 • n r: ._:.. _. ~, N O C- ".--1 O m n 3 z -i 2 CD 01 A N O O O O O ,� r A I- m O U _ - O - 0 - - O 1 n C 2 C m N (n (/, (n (n (_/) n D O A ( T T T T T -I r r »• Q m O m V m z = Cr 0 Z (n • Z V, p_ -. X 0-) • 01 ° n JJ —I A rn n D m N r `^ O .O g -1 -n c'7 (fit, --I O z - 3 Z m m J' o 0 ■ Z = r 0 G-) r, N n 1 -' i - C 1--, N r C • Cr) C/1 rn cn 11 (1) 3 v C.... O I� • 01 CID A (7't ■ W a 0- Fes' J tV7, - rn CD cr` Lo D 0 r-• F-, — co ----. 0 N co O 01 T O p cn 01 • 01 w 0 N 3 A r o) o_ --I --+ cn m 0 .cr _"� n n n n 0 0 a : ( E D -- 1 - �-r 0 ' - O T T T m n O N 4. � - -• A D n 0 o N u Co ? p ' � '`i s a a s c r & d d T ."F. W N 3 O > �Da:.: "� 91 co D N N N co 0'':- b W to cn (/D A A A 0 0 1- 1 co A co A O N N VD ' g . " n f- r r rkk K no i1. Vi m m T T m CO N N I ➢ CP o O a s1 Cu n CD N 6 a w ^ . O N N N ~ N N £ O CO � Vl X I`I — cn A n 0 0 0 o v 4 IN1 ND _� N II D... - or, Cl N T Z cn N W ,c) (S1 .. N _ O W O A O A 0 p m N CD E c r r r r • N m T m T T (p f11 p Cn ( / X . ��\ d d d fll C 1 m N \ 0, II , r+ c-- c-+ • c' N III I-I no _ - m 0S1 O Cn N • n (n W N c >< 01 o 01 CO cn ^ n - o W rn cn o cn 1---) - o o III w 14 7 ..-..;.:i' ' ' ' ' •• C..-) u) . .1- i O >G . 0, a> o A , _ - A � - III ! N O 7, Z S O 70 Cu T O D Z CD O O N m rn Z J O < O - m o v m m o r -_,1 czmu V rD = E O -I ( z> m m C, o rD - o n 2 C J < - S C - �+ c �` O - 0 N W O O O '` �a� �. m C, A O O - 5 V D T 0 7 •�•. •..•. ` rf ` II cu . O 3 n o n • •• ' e� m .fir -1 N `< Cop. • /� (n m z CD O • C14.• L' O 0 3 C <n 0 co � aO + cn D o c r co co fel . 1 111W .1):: C v N z D — N • CD g Cu o CD -I A CT, G co 0 ��//�� \ \\ W z r a> o m ° • �. - I m O O 0 (n m q • • ›. O v 70 d -fi n oo r o c p —I CO W —1 - 1 G1 N -h E . () 0 v ; v.-, V 3 r p p r �-. n c-r n r r r r r -D y r C/1 m 0 • _ o Z D p 1 A r -I 1 - 1 57 0 O CO o iil ("7 • W co z D r d CU 0 • v T D o z ■-, • r M r • --I z v cam, r r N G1 -' W D C F - + I F- ' N C CO m 0 7 r i N O Cn ---4 O ' 'O 3 m D c n a cn -i -■ coi N O O O O O m rn rn o D cn n z ao (n c/) (/) V) V) 0. D O 4 r T1 T1 TI T1 TI C m r g w o m (fl '-' z c ° Z cn • z cn a cc m L - n N = = p • • cn CJ co N rrrPPP��' O .O g -1 - n v1 v o r 0 3 z m m o 0 Z = r C, - G7 01 0) (D N C )---• N rt V1 (n 01 o 0"I II • O. 3 -I CJ O I-■ • C A :z7 ' cn W r-': > (31 ' 0 cn CO co 1 W— w T K N O cn ol O O Cn O, ' o cn V N c 3 - o r .7J CO CO ---I -- N CO ' o m r , m a CJ �' O --h n n n co , i' - < 0 T T T T n 7 -0 5 c A < - 5 - 5 ') - ..---- (D 0 0 V F; y or- V 0 0 0 0 r CD o - 5 - II a a a C r N d d � = 3 O D cu G .... fD ,0 m m O x x x D p 7 ^C7 CD W l0 CTl CO A A A O ", Cn O A co A O cc, (n Lc, r r r r u, N (7) co T T T T Y co N N v = O , . C1 (1 1 CD N N n No � _ '� A O X W N) 1-- N N N N W -I • ' ; x DC a . ^` r O W O O ,-- CO F-+ CJl A N N s p a '1'' r /I1 I ' �"� \, \ \\ CO O CT O Ol \ -1 N A _- n y N III 1, -h O O O O 'D O •v \ N > N D r .'' O A O A O O m T < O 1— cri .--F C (1) N >< 70 O 01 x r r r r• m m O C C) . p \I) °i .. '" j - a NI G °•'F 3 . m m L N c W CT1 O CTt N _ 0 CA) 91 0 CT 0) 01 _ c W F-' III c.n O U'I O `-' 0 ( = A - z �. N 1--• Ul �i ',T,°5_7-,--;-= \ _ Ct Lo A W F-' 3 -0 O r''''''''-' - o ''-' r �_. .. r� (0 - 01 x — ea -t=. _ _ T p NJ N - N 3 N CD = N - (D -� CD (D -h O m . ti . . ' V C) -5 - .. co O (D 3 0 = 0 E C) ID - 0 O C E co CD J - z = _.".'"Iranilill■-. C Cv NO J = o =0 I I! = �/� O (D O 11E6 .1 114. a O J _ •r • ' N O O W n H, iJi� • 'r - o ul o x m D o r CZ = 5./1 0 c0 0 C) C = N C1 `< 0 D1 Cr Q Z CCA NO t,:.. O —1 co W —I —1 ,--,- V N O A O m a ® C O n (7 C7 C'7 T Cr O a r .. H I - CL CL - , - V ° r C) r o Cr) r 5 0 :v 0 C a n r r r r r = rD 0- 5 - o c) w Z D C] = 01 - Co CO p - SO r+ = a o qtr n • W -J _° c0 r 0 C1 V) D 1 v c a W n A 1-' N \ = CD - C7 CD 0 • .'l7 ti f f-+ N O 01 V O fl'1 O (n a (D Cr CU 5.1 -1 .A , 0 (n CU n. O 0-1 O O O O O M z (D a - T n o ,-+ o N Cn C C/1 C/1 = E w T T TI T �l CD r* cc, .-+ CT o -s o = .po C co O d d C. TI (J) = C3 0 d SL m co D , (i) m .. r O O -I TI n g 04 r ° 3 z m m a ' CD 01 0 0 0 z = _ 0. r n O = N RD VD C/1 m 0 01 I n • Ul a s 3 - C_, - O r- • y 70 01 k, -1 - \ , o f l0 D 0 I-' 01 -(, C CT 0 0) co F-' < W N O 01 T O 0 CO 01 -1 ' 0 = 0 3 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (New / Residential & Commercial) Date: 0/9 OS Job Address: 820 Th rG I s Lu n L Owner's Name: S n o \) C c1> SO►\ / dp e_ - Address: q-Li-rnayir5h LOrthr9 Blvd . .Jte.10 Phone: di-14 1 LJ 7 Legal Description: Block Number: Lot Number: Zoning District: �� /,, Contractor: Pb (1 1 W N I (frl S State License Number: CAL O a , 30 S Address: 04w 1 V tO r5Y 1 1 Qn (f I I')q Blvd Co Phone: d 37 4 7 City: PT e ue' I , BeO Cfr Jl State: 1,1 Zip 301 OUFax: p1_ 7 10 (p Describe proposed use and work to be done: NCO/ Si ncj)e (1 I,0C ( I ) Present use of land or building(s): F[0M Valuation of proposed construction: 9 70 000 0© Is approval of Homeowner's Association or other private entity required? Mb If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees? ❑ lr 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. p ❑ Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree emoval Permits to be reXiewed by the Tree Conservation Board, which meets two times each month. order etiite� issuance permits, please follow all steps and provide all information as appropriate. Procedure: In p p , p p p pp riate. p Incomplete applications may result in delay in issuance of permit. STEP 1. Verity zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904 - 247 -5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre - construction or post - construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247 -5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner /Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247 -5826 800 Seminole Road Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 Fax: (904) 247 -5845 http : / /www.cLatlantic- beach.fl.us Page 2 Revised 1/04 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1 Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre - construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations. Include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept., Planning Dept., Public Works and Public Utilities. I hereby certify that all in orm ion provided with this application is correct. Signature of Owner ,14, Date: 4 /OS 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 an ect and that the plans and supporting data have been or shall be provided as required. Signature of Contractor - Date: /20/ OS - Address and contact information of person to receive all correspondence regarding this application (please print). Name: jaj a) le Or V re. W bi t ,ig U' Q n Mailing Address: r 0 I _j 0 t I 4 c j� o -l-e CLC rQ: Ecack Phone: 0 - 371 - 7 Fax: gal Ma / E -Mail: d ' 1 toile t 1 1 , ` 0/41 AS TO OWNER: Sworn to and su bl me this 2O day of April , 200— . go State of FFetj00, ountra +mow• VOLs •' Notary's Signature: so . �' • Ju r . O . T� " n �, "f o8 • Al � ' '• Personally known C.� • 9 • ; 74663 , F , • * • ❑ Produced identification ® - ,o • n ),,, e " r '` 5 • * O� • Type of identification produced r • ence ex�.:�» • Q . yP p AS TO CO k �∎ �, * •Silt • Sworn to and subscribed before me this day of 4/11 , 20 6S . „...„, State of Fl41iki � f $4 J ♦ . " • amiss,' I ® " • „ ii oo o °w$+ 3 * , N otary's Signature: 1 ,• 6 ..� .-. 9 , . Do s • 0 , � 10 personally known • " # , � .,' . " A . � [ Produced identification 0� ` • '4, � 'kx Chet' e ^ -, - Type of identification produced if 1 . 1 i 800 Seminole Road Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 Fax: (904) 247 -5845 http : / /www.ci.atlantic- beach.fl.us Page 3 Revised 1/04 Schlueter, Jennifer From: Carper, Rick Sent: Tuesday, June 21, 2005 9:58 AM To: karen@bestconhomes.com Cc: Schlueter, gnnifer Showman, Lisa Subject: & 850" '` _: � = Plan Review Karen, subject plans were waiting for me on return from vacation. Comments below apply to both Tots. Provide Recent survey Provide Drainage Plans Provide Erosion and Sediment Control Plan (with details) Construction Site Management Plan Provide impervious calculations The last several plan sets came to me relatively complete. These were a surprise. Ricky L. Carper, P.E. Director of Public Works /City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper @coab.us PLEASE NOTE: Florida has a very broad public records law. Your e -mail communications may be subject to public disclosure. -. rs E L ''yfJ� CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT D ii � D. 1; 800 Seminole Road L. Hi ins Atlantic Beach, Florida 32233 '- " (904) 247 -5800 (904) 247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # O _ 3S --- P Property Address: c52-0 PeczP<DIS L L,. Applicant: Project: N ai) SF This permit application has been: Approved 0 Reviewed and the following items need attention: Please re- submit you p 'cation when these items have been completed. Reviewed By: eflh t_ '4)5— Y D ate: �G / 7 Date Contractor Notified: o 0 r zo N O :° 00 -' T to A W N ^w T U A W N r - C p ma4 max�man4"Wa §4 --vrr n vvP9 z 2 m r W R O A ° u°° 5 � p o o o N° n e S' ° m S --,y 5 g 6 sa g - 8 ^ gs -8 ' gc E o E. > •no - 0 H ' :°'-: m• �' °. n 4.n o . o a ' . m 2 c. 2 , 5, 4 f ,m n f° S 6 m ' B ^ � ' i o o � I - g r cc =� c_6 o c ° O B O n n , n ," RiA ' Z n ' § «a V 041,0 n B E o - °. o.c 8 6 a V n O W t9$ -0.84° n$°o `d. ...=0R-80 *8 n° tn o d R . 77.E yyk7. ii6i l r ' . c c"o in ° p o m E N,. °• 8-.8" V t ,• L nn.'° hynn ,nn °cnn8 iv m • � c • � a .A2 "' u�� n ° .. B R. n ° `V B LDi o n T 9 w w ''g J o o }� p ;I ° „ate 1 9 B.j�W�o.n i es O ' l 5 -n ° C S �' P w H A .g'-,=' O - Z aoxn Soo n a °'o pp .ef v� g g ..8 F i ° to O Ro w aaa^ d 0 R. 7 § 00 rS ° 7 y 5 S x t ' w w m R w u y m a Q H y. w w w. } zzz zzz zzz zzzz z z z zzzz zzzz z F O O O O O O O O O O O O O O O O O O O O O O O O O 00 Q Z Z zzz zzz zzz zzzz z Z z ZZZZZ ;NZ Zz = 1 P y • » o 5 ; »5; 5%5> aa > a a > >>>5;5; a 5; 7 \� \/ N ` \.\\ r.. / 00 ,-'Ot lnA W N.- - b00-'T In Y W N - J O''.' . - W N -m • r);: Pc P1?.4 4.4- 51ay ,r e '�y " _w d war y Pw .. 4y4yn> wr ..� do r 8 Q g< n m ca B »' .m-.. CO o° B < ” B e e° n 10 B • & B • trl ° R 4 'car m �S ° � _ n 5 .�n nnwc rg c5m _ d e on a .g d - _ `n .5 sT,,, 1 c74 , `d fl . o . .,. ac o c °=Je o . $ _8. o B . ° w �. o �• m �� $ i l • 8 , o m . no xn n › . ta g .u. n $ , °• .'WS. —=.S $ ;o 'O w n Ir;;;M ...e:;1eo i9.3.° 0 3.7.m 7.e o s.. w 8 R w 9 ° $ ° - d gfe am e ° yy n 411 F1 m ' .e ti^ o'°, n N' - 5'g 3 9 m 0 9 n B <, o o a • °, byo• °o `� ="g.- n H w 0• a 5• o. m; S c •C b' - o Q o o m° G n o ° ° � g � � ,c � 5' o. n °O. � �° g 55-; � ao �• n m o � n � � o• n � n 'm $ y � $ � m ° t.1.281. gr, o •e 5 ' » .. ' g a 5 ° orH .q • ° 0Fg p ° :B ae 5 F ° ' T� B•00 r ° E J f' .m. C O o N ^, ^ to P O m p n o 4 B • ^� O. O.� C� O (f n v g' s' 2 T c o ^ o .� c H $ 'ra° n da5 m n ^ .c,W e ° 8 o a r .8 °. 0 o ° o c • ' m .. - r1, °B ' E m 6 . $0. riu p e o o •J'' m m S b e - w e r-% o m 5' w 6 .4. � n , tn' %' . -" '� 0 ° 8 ' E ° ..B 0 IS o a < o p , n o m , a y •e I. .,' ' S Handoog y g 8 w 14R c6.:c .d„' - o. A . _m o B ego ii ° 5 $ nnn nnn nnE .'+' O 1 s° oe P, c c.. 7 c s S • , S O. •J n H i . O -' , to . O W r. g a 5. ;:;8. ;:;8. •.0 a S i✓ v, v g' H rl , ` n v -< -< .< .<.‹.<.< -< -< -< -< -< .e -< -C -< -< -< -< - -< -< -< -< -C -< -< ;t -< ;< -< -< -C < -< 2 222 2 2 2 2 2 w 2 2 2 2 2 2 2 2 2 " 2 2 2 2 2 2 2 2 2 2 8 2 ^ m ^ . w 2 8 o°° o000 000 ooa000 0 0 000aa000ao 000000° oo a zzz zzzz zzz zzzzzz z z zzzzzzzzzz zzzzzzz zz z a aaaa aaa aaaa a a aa » >aa` >a > >a> as a «\\ ` d W N r O ' G d 7 v O. U, N r—=1 ',.5=z5 g ro g . oP' ?Th' �^ 4 41 dP '-'"1 p,p p m > H 4.4. n !emp =.‹,,,, n n n A n m m a n n n '0 O n n n ' CC C C N C rr_ a Sy n o n N -,7 9 ... O w a a. 2 .I O. S O° ^ d� "� y9 . -•� , N r ..� G W N r i.. W N. C y 5 a 0 .___ n ^ coo ° 'g r" � .o F „B o g a (1Ft to O W. r i 8e "'a 3. g • n n 9 5'K I 0 = °.g E o °° C no . n y . 4 5 & n F n e' c. o -^ p '� y a$ z O ° y g 0 Eo r i n' ° d c O c u1° 00 ° 5, 8-o• o 0 ice` °: 51 g-g m y m m .,, F m w. 'o -, k 1 x i- °1. 1'w 5 m ° •o g a ° y ° ; _n w E. nn nn n.� n6•n n -1 . A-2107 n Nn -•c m ° s ay o e � B o 1 1 c.< o v' 6 v� B < 5 �°° ° , v c� ° :: , � n � �-o °2 °Oom°goqog p 3. g �nNo ° n°• °o ;oo!`cd °„n . � , 5 5.=.-ea- = Ja o G 0 5' g m m d n.i < - +� y ° .. , L2ti0 5 v5 0 ° °' d° nn x •.� n g o' n ww w s S C O'Td 0c „ g.. p O p .%20 b. 5 R ,_" > p ° O ,og. p i ; e. no g O Nn pp ° `^ d yT n �a O o 5 n ` J tl � n � d S w N ° J�G�d '�O d Ci 0. d 0 • .. O •d .° O p O g o , -a P. £ C y Q to ° i. n y' dry - p. A N ._ O v= N ° ' E. G O'S5 - O 0 ' '2 ° 000 •J O v 'to 8 v 8- 4 O py 0 �.. 0 N W 5• 0 + g I p g O ryry 2 • a A N N m ° 0 5 0 G O. r @. n d. N s S . •< .< t ..< .< .. "' "4 .< "‹ .‹ ,.� �.‹.<..<.‹ 2 2 . . < .‹ 2 a .< ,< "‹ ..< ..‹ .. �p K' .!i .< .<. .< .. "�i �i K' ^e a 22222222222 2222 as 22 as 222 aaaaaa as \' \ \ \\ . \ - \\\\ t\ N . \, ` \ \ c\\\ `\ z 000000, 0 0 0 z z z z o o z z z 0 0 0 z z z z z z z z z z z z o o o z z z z z zzzzzZZZZZZ z zz zzzz zZ zz zzzzzzzzz zzzzzz zz • a > ›5 aa- : 2 » as >> » a> as >. >'aa aa >aaa g s W N r' A W N r? v T N N W N 0 N r g F 5, 00 U m u1 674 w 'Iv 5 n m ?-' 4.4-ma�a Waco . PP50?- $a 4-p C a 2,C re 5'g 2 .. �ro�oo 74 g i m q • n % y i."0, n ° n g , an c ° ° n fl y M • 5' a a a m w 6 n S °5 n' m � w . m m p 0. " n �, '^ °� e y w^ g n °�. ll - U i i I IiIi U i U o g o. n 2 o. m. n g • 3 °e w n$ • n a g m 5 5 o �g•o:; � q ; ° a°• a PI s ..g K,o t 1 ° a ° o. ao ° q 'O '4 an 7 4,E' 8.G' c o 0 5 m 5 .aa g oR mo ng io c•n. : 5g �.� ^ m 9a8. n a0 E �'v p o' o =m'° 4. . 3 g• g m `� s a. R n S' o E w 5 0 9. R ° w 5 ' g c �c °O� �O v _ m 2 .� °g 5 m n^F F N n m5 'e *.g ° 6' S'� 5 '�O 5 y a 0 g 0 'O n - . 0 ° S a s ,ro5 °• ~ a o 0. 9 %` . " c n ; g v L' . O, O w w$ o o. 6 c -4-0,11 o� • °° 5 ^' °1 0 5 Fg y 0 . E Fh i oo w w 1H !! ml m F 7, E Q 6 m .. n ., , 5 ° n °T m °' B. m a 0,1 w �, y g ° w 5 5 . _ g N$ o, . m m• 5 . ' art [n1 mm g a R- n m a •� n M m < W n g d a 8 n J $ 6 0 a J .0 K' •< -C .< .< .'f: / .4 ..< .t �.4 •< •4 .4 .! .4-4 .e .< •4 •4 •4 �G .t .G -C •4 .0 ..< .< 2 m a a a 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 a a 2 2 2 a 2 a z `z ' \ z z z z z \\ zz`zz` z zzz \. z z z z z o ° o o ° o ° o 0 0 0 0 0 0° O o 0 0 0 o O o 0 0 0 0 0 o O z z z x z . z z z zz zzzz zz zzz z z z z Z` a a a 5 5: a C a> > >aa 5 5:5- >> a> a WATER IMPACT FEE WORKSHEET ADDRESS: o 2- v phl"K4 O/S L . LN- AFc.t) S DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 r Bathroom group consisting of water closet, lavatory, 6 1 Bidet, and bathtub or shower Bathtub (with or without overhead shower or whirlpool attachments) 2 • Bidet • 2 Combination sink and tray 2 Dental lavatory • 1 Dishwashing machine, domestic 2 / 2 Drinking fount in/icemaker 1/z / Floor drains - 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 3:00 Z 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 � Shower compartment, domestic 2 Sink 2 Urinal 4 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 3 2- S MULTIPLIED X 20 TOTAL $ S.-0 - �`'' sv CITY OF ATLANTIC BEACH 0- ,0. g j j PUBLIC UTILITIES DEPARTMENT "1'9 1200 Sandpiper Lane ` 0" 741 1 04 4 0 Atlantic Beach, Florida 32233 V< < • " (904) 247 -5834 (904) 247 -5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Of; r 2O57 Property Address: e2D Pmi a,o f7 l S -- LANJ Applicant: i cs" f -.' c Project: N AJ" Fi° Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: -- �. �, _ i.1 .94.o. . - ..r. /� _ .rc. / - / ii. .' A> a 4 - -- t , _�..�. �� . - ..� - i i i �. r - ��.� i ii �/ i <. �� , / / / / / / ' ILI.C.P.i c L'Y / ' _ p i . Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247 -5834. Reviewe. • D +nna • uzniak, Public Utilities Director O Date ‘/-2 2/0' r ' Signature - Contractor Notified Date :sr .r /r11 CI TY OF ATLANTIC BEACH Ford �� '� s BUILDING / ZONING DEPARTMENT L. Higgins r 800 Seminole Road S. Doerr „A4 n- r Atlantic Beach, Florida 32233 JF31` (904) 247 -5800 (904) 247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application #06 3 Q Property Address: c' 0 1 ID I `S l.*-) Applicant: 2 eS * t2YY M Project: NC-A,^ This permit application has been: Ei Approved LJ Reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed By: 1 J —^ Date: - ` - ©.S Date Contractor Notified: ( ;i1A , v - i > t' CALCULATION SHEET lop) ; `�' , . PERMIT CALCULATIO Date: Address (�').- v PA-g A-0AS 6, 4A) f /04 GJ SF/ Heated Square Footage f 9 G 9 @ $ per sq ft = $ Garage Shed Lf to , @ $ 0 per sq ft = $ Carpo / Porc , 6 - @ � �` per sq ft = $ ll Deck 0 @$0 per sgft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ a ? C) 000 $ Total Valuation 1st $ $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: __C_ TOTAL BUILDING FEE $ ZONING: (4S' Z- +'/2 Filing Fee $ FLOOD ZONE: )— () Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: z S O Z BUILDING ' :1-1 E $ SEWER TAP $ 0 eifiNanadWiRaitaiaaW SECTION H PAVING ) $ • C OTHER $ GRAND TOTAL DUE: $ 1/13/03 JS '- r r CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT d e 0.241::' r 1200 Sandpiper Lane J � Atlantic Beach, Florida 32233 ''!:JJ3l9r (904) 247 -5834 (904) 247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 05 ,- 305--)g Property Address: (8 P f'D 1 S 2 Applicant: TC,c7r -3 Project: / ..w, You r application is approved as noted by the Public Works Department. Final application approval m ust come from the Building Depa ,,, 65 Your permit application has been reviewed by the Public Works Department and the following items need attention: L PTS.ide recent site survey. ' drainage plans. '-P2'Svide erosion and sediment control plan (with details) . 'bvide construction site management plan. rovide impervious calculations. . -7-1 5r7ut /tom "- Y/. — 21..))/65-- Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247 -5834. Review- k Carper, P.E., Public Works Director J/ / Date ( C� Signature Contractor Notified Date P - enai I'd C(, t I * a z� 5 f SA CITY OF ATLANTIC BEACH ' ' . ' 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Jj3ll)P Application Number 05- 00030578 Date 7/28/05 Property Address 820 PARADISE LN Tenant nbr, name NEW SFR Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 270000 Owner Contractor PAUL W. NICHOLS BESTCON INC 4400 MARSH LANDING BLVD #6 4400 MARSH LANDING BOULEVARD PONTE VEDRA BCH FL 32082 SUITE 6 (904) 246 -3747 PONTE VEDRA BCH FL 32082 (904) 246 -3747 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 970.00 Plan Check Fee . . 485.00 Issue Date . . . Valuation . . . . 270000 Expiration Date . 2/28/05 Other Fees CITY RADON SURCHARGE .31 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 10.97 AB CONSTRUCTION SURCHARGE 1.21 p STATE RADON SURCHARGE 5.96 * SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 650.00 WATER CONNECT /METER ONLY 85.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due Permit Fee Total 970.00 970.00 .00 .00 Plan Check Total 485.00 485.00 .00 .00 Other Fee Total 2363.45 2363.45 .00 .00 Grand Total 3818.45 3818.45 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 0.,. r IA BUILDING OFFICIAL Showman, Lisa From: Carper, Rick Sent: Tuesday, June 21, 2005 9:58 AM To: karen@bestconhomes.com Cc: Schlueter, Jennifer; Showman, Lisa Subject: 820 & 850 Paradise Circle Plan Review Karen, subject plans were waiting for me on return from vacation. Comments below apply to both lots. Provide Recent survey Provide Drainage Plans Provide Erosion and Sediment Control Plan (with details) Construction Site Management Plan Provide impervious calculations The last several plan sets came to me relatively complete. These were a surprise. Ricky L. Carper, P.E. Director of Public Works /City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper @coab.us PLEASE NOTE: Florida has a very broad public records law. Your e -mail communications may be subject to public disclosure. 1 City of Atlantic Beach Bu 904 -247 -5845 p.7 /26/05 BP250UO2 CITY OF ATLANTIC BEACH 1 7 26 Application Tracking Individual Step Review Applcation number • 05 00030579 Application type : SINGLE FAMILY RESIDENCE Revision number PUBLIC WORKS A 01 00 Agency /path /step /seq . . Date submitted, resulted . : A662105 APPROVED AS NOTED Approval code Reviewed by • JAS JENNIFER SCHLUETER Revised est cpl date . . . : 62105 Copies of plans • Seq Comments b Prt Date 62105 1.00 Still need to provide impervious calculations. 40% 2.00 3.00 4.00 5.00 6.00 Bottom F3 =Exit F12= Cancel 0 J(7 "" 0 BP250U01 CITY OF ATLANTIC BEACH 6/21/05 Application Tracking Step Selection 15:44:06 Application number • 05 00030579 Address • 850 PARADISE LN RE number - -19- Application type • SINGLE FAMILY RESIDENCE NCR OLD ACCOUNT NUMBERS . . Tenant name, number . . . . : NEW SFR Type options, press Enter. 2= Change 4= Delete 5 View 6 =Fast log 8= Action log maintenance 9 =In /out maint Path - -- Key Dates - -- -- Action Summary - Opt Agency description Rev Step Req In Est Cpl Last Type By _ PLANNING A 01 Y 6/16/05 6/21/05 6/17/05 AP SD _ PUBLIC UTILITIES A 01 Y 6/16/05 6/21/05 _ PUBLIC WORKS A 01 Y 6/21/05 6/21/05 6/21/05 REV LS BUILDING A 02 Y Bottom F3 =Exit F5 =Land inquiry F6 -Add F7= Revisions F8 Misc info inquiry F10 View 3 F12= Cancel F14 Action log inquiry F24More keys ., '''- CITY OF ATLANTIC BEACH cY y fh -4,' PUBLIC UTILITIES DEPARTMENT n {: 1200 Sandpiper Lane d Atlantic Beach, Florida 32233 .' "° • - 2 (904) 247 -5834 '"!. it 9 (904) 247 -5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 05 Property Address: 620 Pf2Pr [7 l 5 C C -- Applicant: r--1-- c Project: [ v �FY Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: 4 7 71.ant 4 o 0..,., `?/`'GO f c.P t , • '— I ■.., ..1.'i� u a ..ra___. A.: ..tea. - ter_ .. - - - it _ _ /I /J - _ <!Z' ,- / / IIIM ' / /a., �. /I t it i _ate_ . /iNI �� : IP 0 �.il.a . 1 74 EfflerW iggi -0 1 2 / / / / ' / � i t - v .__1 _ = e ii � M.�C�r 'IdAtii. two , Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247 - 5834. Reviewe. • D . n7niak, Public Utilities Director '' Date ‘/.. 2—/c . 'c Signature .. *%K*I(*%K****%K**** ** ** K * ***IK%K*** KE **W **** **** *** ** SKI * ***** ** (** ** *** ******* (********I(******* **** ** (** ** * - P.01 * * TRANSACTION REPORT * * JUN -22 -2005 WED 02:46 PM FOR: ATL. BCH. PUBLIC WORKS 904 247 5843 * * * DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP * * JUN -22 02:45 PM 92467126 1'11" 2 SEND OK 948 * * * * TOTAL : IN 11S PAGES: 2 * �c r y DEPARTMENT OF PUBLIC WORKS �`,�r 1204 SANDPIPER LANE <<�� ° ^ ATLANTIC BEACH, FLORIDA 32233 -4318 Y ''�?. TELEPHONE (904) 247.5834 '� FAX; (904) 247 -5843 i ai ",--; SUNCOM:852 -5834 ■ rL -- -:-- -- http: / /ci.atlantic- beach.fLus ( .rte , ay-' FAX TRANSMITTAL DATE: P , TO: _ Da,/ !'/tck 6 /Oo(1 FAX #: `6 -- 7t2- • -r ... ...I Mu.mhear r►f Pan s. Inctudina Cover Sheet: FROM :CLARSON &ASSOCIATES FAX NO. :904 396 2633 'ay. 17 2005 12:20PM P2 MAP SHOWING PLOT PLAN OF LOT 22 AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH 31C OF' THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: BEARING SHOWN ON RIGHT -OF -WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. ELEVATIONS ARE SHOWN THUS: (13.0) AND REFER TO THE NATIONAL GEODETIC VERTICAL DATUM. NOTE: THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD ZONE "X" AS SCALED FROM THE FLOOD INSURANCE. RATE MAPS, COMMUNITY PANEL NO. 120075- •0001D, DATED 04-17-89 - LEGEND: -__�. FLTFR F.4 .0 ST ARID ID 1 O OAK G BAY ' .. mesT5. ''1. \2 x z N000 Po . e to'as G Twin OAK SWEET CUM s p o , L , 3 1RIPI,6' OAK r �aszu COAX +c u ® PINE a� LIVE OAK ! IL ^ I LIL- • SWAMP WALNUT 4,1F, PALM ' YYRTLE 1 �` CA MA HOR oE�r � MUTE; ELT FENCE TO BE A Via- li WOVE ti 0 FEET FR04 MK NWO PROW -MED e TWIN MYRTLE ''.• MACNOUA e TRIPLE MYRTLE PARADISE LANE ' (VARIABLE WIDTH R /W) , . �= PCCD I. S89'49'10 "E Iiiii N45'06'10 "W 1 'M CH=-77.40' p R= 55.00' L= 85.85' '■ , Pc DELTA =89 26'00" DRIVE O h cNi O " I �\\ O ..1 7.5' 20.3' 1 \. O _ k 1 r- FRONT 2 O 0 v U PORCH o U! 4 11.7` r- " m e, o' J (9 1 D lj )> )1 PROPOSED s i co �. DWELLING O1 Iv r N D GARAGE RIGHT I (n ni ED . A/C F.F. ELEV. =12.20 • to 0 .-. krv, O h 0 x 12.r I r 26.6' cov N N b ot LI w Q LANAI 1 • ('� Z Q -I U S, O' ( W L A I (20) C)1 --� I r� Z O • 7.5' . _ 22.3' I _ (24.) LOT 22J Q V i BRL " 1 LOT AREA: 6.905 .. SO./F 03 0 0U W • 0 ) IM AREA 2,567 SQ. /FT W x co (4') ' i ( X. X X CI' AI RO •da'9 /7 "W 7d d'1 8 NN- BP250U01 CITY OF ATLANTIC BEACH 6/21/05 Application Tracking Step Selection 15:46:26 Application number • 05 00030578 Address • 820 PARADISE LN RE number . - -22- Application type • SINGLE FAMILY RESIDENCE NCR OLD ACCOUNT NUMBERS . . Tenant name, number • NEW SFR Type options, press Enter. 2= Change 4= Delete 5 =View 6 =Fast log 8= Action log maintenance 9 =In /out maint Path - -- Rey Dates - -- -- Action Summary - Opt Agency description Rev Step Req In Est Cpl Last Type By PLANNING A 01 Y 6/16/05 6/21/05 6/17/05 AP SD PUBLIC UTILITIES A 01 Y 6/16/05 6/21/05 PUBLIC WORKS A 01 Y 6/21/05 6/21/05 6/21/05 REV LS BUILDING A 02 Y Bottom F3 =Exit F5 =Land inquiry F6 Add F7= Revisions F8 Misc info inquiry F10 =View 3 F12= Cancel F14 Action log inquiry F24Iore keys City of Atlantic Beach Bu 904 - 247 -5845 p.3 BP250UO2 CITY OF ATLANTIC BEACH 7/26/05 Application Tracking Individual Step Review 11:51:41 Ap71ication number • 05 00030578 Application type • SINGLE FAMILY RESIDENCE Revision number Agency /path /step /seq . . . : PUBLIC WORKS A 01 00 Date submitted, resulted . : 62105 72605 Approval code - APN APPROVED AS NOTED Reviewed by • JAS JENNIFER SCHLUETER Revised est cpl date . . . : 62105 Copies of plans • Seq Comments Prt Date 1.00 Still need to provide impervious calculations. 62105 2.00 3.00 4.00 5.00 6.00 Bottom F3 =Exit F12= Cancel cr—gp raoLc . C.'.1 ..—.) c ■.._.... ....,, „._. d 7.— ..) s.—.) .... c -.. 0:2) ... r • 1--.-.-11-;. IIIIII IIIII 'MI 4 1w C) III 4 ''C? i l ••• I ! .r..• s R., g ri, , &,,, 0 , 1 - . -‘ ' '• t a - I 6 . , ,........,,,•„, . , 1 •'..... -- : " 1 I : ,,. .. .., g. 0 : ,-- i r • ; • 6 a 1 i u 0 . sigLi I i -°=`,14 .— .. , ,.;.• 7 0 a i , , : : v .:- •••:, i : noran CI 1 g 1 ! • I ; 0 Z 4 - , la) 4 1 ; • A 1 r A ! I L' § 1 • ! . '-'' I ••• to 8 T, , 1 : em l „.... ID EN. 111 . ....1 ■ " I: ''- CLA N.... 1 1 ! h ; ' ! 1 . 2 i !: 0.— I (,) 0 ;t) 4; 8tz. il .,p, - kr • - § I , i . ; 41 '- a ' 6 c ▪ • 6 L. • ..., ..r.. •°- j r6 c 0 ! ! .V Z ma CC/ III ' • ,F. z r • i ; t 2P -timtg 2 a, 4 § 4 1 t i .§ - 4 ...;. i L..., :t al !'s Z.S '5 ■:. I "7 IA 41 t ,•-• ,,,.. 1 . -. g" •1; ! 'n'.4 ; e., L ,..., 3 . . . • ! , „ co . ._ '6 4 • . 5 _ .. ,_ ; ( .. t • - 4 " 14 ^) ••••• Pia c 0 ' t :C .G 1 • i :5 ,,." r) i ..- ,5ci '6" 1" 1.1. Z D li z =-1 ' :e• - : 6 • . ! I in in , j a I "ffi v E .. g , , n , d •• \ I I . • 1.44 0 'S Er •‘(.:•, 1 - ----- 1 c . , : %. "rt 1 -15 -...‘2, 1 . - • . .; I 1 1 1 I 1 1 I I I `: 1 I I I I i I 1 1 ■'' cD a> . — .• ec, 1 ,,,_,, z;,.,* :'.•:'. fr t .* ? 1 ,:t4:, •:)•e3 C.,... I I . .. 0 c., , . • ,, -a E .. 0 :. Ta 75 : ' `1 I ' LI' ':;1 " 1.11. * N.. a '1 1 >-, .. 1— .., 1 • i ;:+1,, - 71 4 ' 01 g: L. N ■-• • c% ' I t ...._ I 1 c! 1 ' ; • ,r; - 1 g e ;:r;+ - U l I i 7 le 6.• II 11 g d a= t c E). i 'al - 6 i' , I I I c. I 1 I el,- ;: l ' 1 ! 0 - Y• \1)11 '6' 6 7 . -.2 I t&I = 3 - 63 ,‹ .- -4 o .1 .2 1 1 ! eS ! 1 4n u t.• • L 1.i it * -•,.• ! 5-2 ' 2 -7, •- 1 • I i .,...-, ), :,-.. I ; " i ; F.; = v.- -- = e. •-:1 P. ' CI Ct 2,„ II :,,,- L'-'-' I • d" -,1 , • I i 1 0 R • 1 < :. ,_ ...i .... : .j . .,. L..„ i '-' • ..\.•,,,-- • '..‘ - 5 ,:,'.: i i 0 L I S iY '. E I :. g P• d 4 . 1 -*-- .., . 0 14B ,.... J. 1 -,. 1 4 :1 2 1 ; b A 1 ; ,.. I (-) U 1, s ; , 1 i 5 ■.. — I — , r •---... , 0 , • , • a !,... 5 SQ : ,,4 ! : i •:*1 1 3 ° I ea . " c: 1 . 0 . I . ;€ .0 CO j fr. . . .'•,:, ; ! ' C : I ..1^ 71 0 I , -. 1.• t ' l ' '- 1 , CV Id. I i t 6 ''-' . - - • ° , ' 1 t . .e : ; t .7, .9? ILI ■ - . < < 'iu e *13 C• :7, .1 i , ! a 4,2 8 I ct,, b '. 1 11 ••-- . uu "t - •- II- '4 ; 0 ,,,E .: 0 i i g,•.„ n A , % T. - l'i , 0 8 g. 4 4 I ;2'tha-I-U•c•ce,.ZL1 . c; •••1' N !! °114 f.eli a t 3. ,Tit;4<igt<< :g F i 4 5 1 0... 'e c0 . 71 vi u; tr, '.,' .V I ' f g'g• It ..- 8 % ne .9 .2 ' ' 2e28:7)Eca 1 , ' w • t Ill I— E E I .Z i Lw""u0';i7,IzzO Oc -.....-ot I4 • ! iS S , < 2 , 7.... 14-3 . c• g ! ! 4 ,4 ,3 6 .c 4 4 At u ^o 4 ;, o I 06 4 • := I i f Pui a 1 , a g.- 8 .._ .t., . . . . . . • .6 ,:!: - '... • n ! E. C.) (..). ■ 1 — .-. r , + 4^ • I'D ,-- ,--, ... . . d tt6L'oN NOO1S3E1 Wc1LC:1 900Z '08.51V Jp M r LY r Cr 4 u 11 11 • u I d ti c o o d o e3 o o N a v ' a : N G. e 0 1 N ?t fli 1 h E m° a X r'. o° q a a Q 1 Y, q °.' ° a 4° N c N d N 4 H Ii 3 g &g o ¢ ° o n � w t'-- r x m � " r r N a I Ti.. � mama o° ° °• y p vri n'.2 d 1 1 a 7 I'a CR e N ,°g -" 4.I W d r� o `ai m i.) 2z 2 r s � iu ✓iW Y? S L ....E g U Q s r 1 (off �` L a1 9 I C.). F x - ` w 0 _ 5 E 1 5 4 cL 3 9s� sm g� emu= ` s � u�iu3 +u _ a 4 '9 w 24, `a 88oe8a 2 ..u. t; t; m a 1� - e au c u g m J 8 i `n H ' II k li S , 21 R ° I a a £ a S o p a_ c m u r V I 7 C V7 d- m rim - 7 m d Ci m g ...... g y ° N t a EL . d f N c¢ a w w a a C ! W r O G T 0 +,, 5 C 4 Y. a 1-c>u. z 2 g z V S q . W &1 cX . @ d a .04 Y w R° 1 1 .ro 3 7,t 8 a a" W ¢ ci D m LL z tl O C 'd t 61' °N • NOO1S38 Wdl£:( HOZ '0£'snb' .5: Y. T cj i . t,. z 0 . co 0 ch II c o : 2 gi- ,= a . 0 ..., . 2 0 CLY .,.= ,,-: • 0 v II 1C4 - 0 UJ I— •G x... ° .0 o (I) _c — m —, '0 .g •• • .011 0 .4 ^ .4 . .-7 g ; 7 • ..., ,L,- (..) • 3 j — s 0. u '4 r• ; a ...x 2. .t. • w --, c....P E D t.: ., l i cS"ri , 2• 41 . co. . 0- ! to ''0 ' . I w A ...41 (1) — • z ! al • . 01 :. 0. c . .11 . 4 o „ : E 5 0 ' I'' . . t Cn 51A izn L I c , ,•. 1 5 ' c4 . 8 eil (..) • ; i = . , o:: ry: . co, • 5 co • .• . 0 2 0 - C't 0 • e . IN- C> M p • 7 y4 0 i eta yr •,=-.. 1' 54 La tO E as id • 'I 41 N 5 to:-1 Cf) '5 6 tt, • .. < c < a„ '" o t 1 0 ,-- CD o - : c0 0 . — c • as .6 I =3 . 0 0 L 0 L e l - Ci, g f cz • NI i, 0 i 6 :_zi. 1 i I g so Nt 1.:i ct LA: , " t 'd ti7R/'ON NIn'.)1qqA VI-/: 1 con?. Avsnv c r a a g ti s °° . S 2 m R n d ' cr o i 2 r� c = T,S6Am r 1 d — i a = �. r a a a 1 1 f 1` ° 1. • il ° A ii „ n A Go 1 ' G =T 7 u SF 2 R ti . • M I x ^ a I R. c� SCR .- N ? ii � � r i CI ' } r^ x S Q) I a F. P. 5 s n u4 F h 3 n o x � s ir ° - � € � X x a M1h 0 e � vs $ , X C A c q c v o, ° X a ” 0 4 eat a g � 1 < .,.......q.. , .. d N'' Y 10; 'n x ` it i b a J ¢ m c 1 q �^ O 0 4 G C G O ft F 0 rf W �� 6 VI - •-+ X ae e5 of ±_f a , au > n^ i 0 '2'= K Ft' I �y v p O ' °° ; ° = r ! t �../ - r_ -., C M1 r_ x E op. cu, S U ' •.: O O I - ! J . c ! , 3 n w S .. e 4 A b LN t. , r • Q 6 L U a U o U U ; j 0 c 1 u d K ti :. � p h m u tT . e a ,i e m r e g 4 a s m r t; r 1 A y L La a1 f N N 7 n O p V. , 6 a i s G 1 u re, Z a L •p v I, Ii 11 r f a ci m C A M •? r I Ea 1 if a a: co 01 co m c o 0 4 g0 , 1 ? 3 � a r ' - '' � P fn X M1 $ e D `' N ' M1 < G s F r d G _ o �T o rr .: c f 2 c Q1 c a :a 0.1 A I- d X lc w O T • g� U a m o H 2 m . F J w ' 0 ' d titi6L' °N NOO1S39 WdlE:l OOOZ '0£'90b , , c•1 I Ep ,,,, 1 ., . • • t I - ' n • 1=0 1 = CL j .- , cs3 • . ,\ Z:,.,.. •- . a o • 1:1 - a. is a) El R I • CI ' ; I L) 1 1 • - I X • d 1- ":( ce '• I E ' I ;, Z; - 01 IL I- ! : '+'', ..7S` ' a C c'-' — -I Iti) E :, . x 1- • „ Z CU CI3 . d I 1 = ! '6 K • S ,._tn ,Si ci) 'n •-,-, .:. --. • - . 1 0 d.- • d , , . ; 6 . e, g 7, , . P,: ...., 4.) 1-- 0 ..., R • z , , . ■., ,- E _.. 5 , •- i Q , ! .- " 74 tK L) 't .,.. ...1 (1) • (;) : - 1 (.., a 1 c • ,..., • • I, < 1 , a, i . tr) , 1.1 ! 3 1 !, Et,- • % c . 1 ,.., . . i,,.. cn • I En c 1'- 74' CO 03 ' c _ e- rn cn 0 `R. i. S c4 .2 o - '1) fla il to ; al 1 g : r z i ra g< = o L. ct T. ■ 3 ..,„ i co 0 ‘. ..§ q - 1 1 4 m ‹ . 0 9 'd tt6L'oN 11001S38 WdLE:1 gOOZ 'OE' 2nV M Gal ■ 1- r" a ° 6 N va• 99 It 4 U 2 'y ■ F-- m M fO (n r F 4. w = 15. a n. �2 R W 0 Li < TS o t , ` h co 4 x t/? (� I� �K .c t ca to � /� E pj V $ o VJ , '1) *t ,,,1 N • o u m Q U �+ J i `n S u. / � N • d Y. R co [ rye ' } 4110i0 � �'_i a Si t0 F 0. �'`� i� -,4,5%,,,...p.; N' 1. 0 CD III b ! t - ! Q o a-. T d = c! ° r�e�!t o G W x 2 U CG t w JIF < U � T W L 'd titi6L' °N NO31S39 WdLE :I 5002 'OE'SnV i I" gl !. • 1 , .o, •: i 1 , itti / x 1. / , ; - ; / vi a.) .. J ./.._ 2,.z._.z_--• t .1 1 ; , 1 1 1 1. • 1 .r, ', .L. ii i I tO t 2 I I 1 -8 2 : . I 21 • ill. i a i, u ; 5 c.. 7 1 2 1 '''' A d' ' `" cr) I ;`''t i I 2 1,4. I'g ; It , 1.- pp', ' g al.gr I 1 •. 7 ' 4 RS . ' I i Y ': i 1.1 11 !i I 3 1Y, '..ii2 .8 It t u? .1 p 71') I !3tA el ,01..2 i , ., I k.tlet,' iil li 2 I --. 2 I 1 2 ! ;. ". I 5 i s I ; i I I " a 11 I li ...1 14 le ISI2 ' ..,t I -,, JA !,,..StgIn I 51-s ;11.au 1 a. e v F11.. c i ,- ) 1 it t 7 bir 1 k!:1 i 1 .71k? cc I 1 "' 5 ir l!ii '• a 7.itlEi . ;; El , 21,11 ii'A I ,,,,,,, I5 1 1 g! `ixt I. 2g Iiiiirlia, 110 Ei Ii gi 2 1 1 ti gl .11.t z 1 72 1; . r, .51 - CI) toli l"; 1 1 1 . 4 '11 1 41 L) I a • 41 g l g ''':, g ' 11 t t V 1 1 1 V A li tit' l' i i E a (1) 0 a ..0 () I 14; z: / . s- . a 9 le 1 i• 0 8 . c F, .2 , ,,,, g 11,1 . t V, g .6 . a; & 1 E . I L, d. C , G 1 .1 • 2i1;.i 7 . 1 .8;: ,1 WI A " lid! II' al l i *I : g :;;* 2 'c' Ei 3 0 ai i (13 t..-: El g! 15 , i. 5 I; : 1 = k i. al is I .; -1 z., , 1. t . v ? • ; I il 7 21 g j ?...; ! . > 1. g' i ,. , e 1 11, CO esal ,t2, ! g . , 1.. f i i „;;,: g t tr a A" 1 6 -; .gJ. s 'a 0 i ZI i : d. ;II 1 .14 :: l t , k 8. ,A CL irs) - .iI^.V . '.-.. 8; 2 *-!21 2 12! r Sl2IL 21: 2 - .; 2 t I r .1 .■ g ^' 4 g ' 1 I d ' .g 3 i '4: El / ":'. ,!, l , e )A; 4 1, .E iii & i t ;)-• C 1 i XI fi :III t. a *q I! al & . .: ucglt li! k ('- (7; - I, i. 0 .r2 F • z. j.l, C.4) .. R ; .I. ' 4 , ,,..; C) t...1 Ri•c,... !- ; 46 • 0 i § I § t 6 o i n i...''1'?..--.1---- E To E `Lii g!1 , 8 z ,..._....L----- ----- 1 I I . a = z ; ,,, 2 ; u ; i t 2 ■ g : 1 1 . I t = o 'Ill, : 1 ! le 1 eel j lo ; li i • • 0 •-_, ; ocg L " 1 I 1 i a. I .1 1 ': ; , 3' :. ,..,.: o .- • I ., : .I r2 C\,1 (1) ' • I :: °Ill I IP, I. 2;2 0 e Z Vif.1 .6 0 l'Al.t3, IA 1/1 • t i>I • . 2 < .'18111i u I I , ; zg:4 , A ! .0 . . Lt. 8 'd tt6L'oN NO31S3 d8C:1 COOZ '06.211V A 2 .1 5 8 : . , h • • ....,, 'c . ""'s, . t - 1 II: I ' A ,1.. t -. . •,. • c4 • ''-• ..- Li : .1. ,... . ------ .• - Ca ..i g ...al g k h 1 c.,.. j . :. c.4. , )3E 0 t.f.e • ,'1.. Se-tlts ' 0 I t,•• C4 Cl t .,,•. . • ..). •3 ‘ z i s..1 • 1 ' • s.- ,, g C )1 ,;`," § Z.. t s.5 -.1 cs -, g 1 i tr '..ii'lAi -,9 T z, I •-4 .• , . • .2 - • - .-: `‘', .R .k tr$ F (4 . t,1 .., 1.■ I .P. 44 i . . 'z. E, .... • r ":1 4.1 7. ;.' i :c'e 1 i r. •N •It . c :. 8 L 1. V- I T 4 '''.; .... $ .1. c... :.=. - d •g < < 'F, E .< < t e. :5 3.5-•zt,L ,,,, 7 -- i -....1 ' .12 Z.;"; g ..-: .. 'r cp) ,7 c ` " X' 2 ‘* =al 2 2 zco *. u-c_- • .cof4 Ia. 6 ' U .0 .6 Li .., A ..i ,,.., 15 5 , ...i ..., ''.-- scs i P.::•... = p-: .13 .2 'let '-.' ::- lim nil ili ll'ili I :1 5 • - Er2 ' II i >' ,_ i . .„..... ... ° di t I a. • g t I t .3 'sa 0 12 ... 0 ;1* (2 ; e ..s ,... •,. , 5 . 3 != . 2 0 i i A ...-2 5;4 „ a :t c , c 4 . ni C: r : '- 0 7 4 . 3 1.1 8 ! ...:. 7 • - a. ii 132,Q , g cz, '-',, r :: 7, gri:• la ;.c. k . t E...14 \ 1 1 Pal z i•-4 P. -.• .::.aE tgpcs VI 4 ' F -■ , :''' `-'-• p - :, L '-• . ,-• ti 1.1 E \_. I '.-. p •,:2 1 ,it: .., ' Q.% lq :i .omd a rt 6 a c..." ^ ,.. ..z •, I ...., ..E. . . . • D E . r, . -2 E -' g` .A.i . 2 ..L,-! CJ .•`' rx 6 15.: g 1 C. ii6 ' kh ,.• / 4 1 ••L g '..7 • 2 ' e . '1 ..,;0 ..§ k 4 ef ‘.. c' g •r , ao '-' 0 "E . 1 k •E - i ! 1 -, g . .11 4 II 1.i ,g., t A' ti ,..)---. ■ \ 4 11 41 i'•;- •2 1 .1 r a a n S .... t e • (.., la , ,,,, 13 o Pie a) V '.......• 0 ••,„ •- c p., - ... E fr.4 1 Mt' 1141:44 i ti,Te . k I .t .5 .. .7- a .. ... i 14 :•,.• g .st L.,•7,. •. .-,...,g .- .:., ,3,11,.._-:., a g•Ilti E l:I k g•i.....4 ,...-.1,5, 3 ., 5 v t 5 O' ' ' 5 1 p 44 .,.! i g 1. • ....4,44. ...i oi _ ' • 6 'd tt6L' NO0183 d8C:1 OOZ '08'snV 1 i 4 '' 07 7 r . t � r N L N 7 ^» r 3 t a , ? g } ' . . tip LL ae m �w w 0 mEmm m�mQTi �y � " a ° M N00 c F ° O , � ' +, u m E W°OG m i, :, O 2 r P , ,n z 0 n e�i � � 0 g , W w 12 ad N e C J a1 li l i 0 i s f ,F: . CI c 4 �i 2 U'a 0. vy o4 5 t N A 1 1 r 1 1111 1 1 e 1 'n d N• 1 .f ; C S l f QW ti IT to =E2- 0 2' £ h ,o m w m • .... m t.n m', v w u o m c , z t d 6, G : i( s_ . c C r N n na -00, m.° 5 ' b .= h t. lr W Y. $ $ „ N . -, w c c c E o d a 8 i t mit U' c G i , . 42 " U z �ry F O t 05 - t7 .- o � ' N G C s. . it c 2 F ay m A y y m _ 1i1 m u m 4 , Em _ 5 b £ C N m^ u � W , Otut u 0. ! RS o 4 a 01 'd tti61'oN NO31S39 Wd8E l OOOd 'OE'9aa • • . . • E...43 V i H _i• I -4 H 6- es j vrjc1.1 1 . . . cA Li . ,,, .• t _ i [ ( - 1 g , , f: . ,, , • g .r. ... P e, ,.6. . , ... 1 , r2 . N I g = as ii -.. '6 F g 1 _ x ea., ,n1 le .• g -s a e:, r 4 'V. 9so o 6 3 c co A rii I ..14 g 1 •;,- ; cli • - 2 E. f - o E • 1 0 A • V 1 1 . 1 ; 1 1) .-- I 1 i ,f+ 1 7! i 7., .2. 7 T , -a 1 -A ..., • B 'g g. .t - 1 1! I 0 m • I : i . • . . . . . ...., , • 1! . di tt6LAN • NODIS39 Vid8C: 1 \ >> \\ \ \ a as aa.. ..5 aaaaaaaaaa a a aaaaaa aaa aaaa aaa z z z z z zzz zz zzzzzzzzzzz z z zzzzzz zzz zzzz zz 0 00 0 0 0 0 0 0 0 0000000000 0 0 0 0 0 0 0 0 0 0 0 0000 0 0 0 z zz zzzzzz zzzzzzzzzz z z zzzzzz zzz zzzz z z g v 3 h U s v n g� ,.. a« 3 '> h €e V 8 g" -. p — - �h � q3 -at w � N �D 2 el--. U •0 h ▪ h --- g. y . -mm 000 ° 9 UU w 8 • 5 teas! 1tl 0i'i✓� • p o .w !m o • bi U _ C h G Y h h O C •C 0_ A h p • 1 pp 0 p 00^ i gi g 3 Ili .. ' e �. 1O � c °h 3 �• �p O ° 3 a 5 7.....8. u q a1 00 w o ,, p V1 " O ' 3 - g .8 t . c• 3 h C ['� ` o • gg ae 50e U � L S E3 6 1 8,.0 . I v 9 . , p ° EL .g ;> a° h5 g.: /mu 3 7 w u O0 •p . Q .� .9 q cR .9 3 8 ,o u a 8 - — ° u •° �' m eH m a • u 0 h ^ l.9y W $ a PA El !:9f �• .. 3 r. g iw = G i' A.P . °° s$ at u u u s1,g e a 3 cg8 a g S t S g 8 e 8 2 u °m7mUu260 ."o°l ij :1@ >e >0.4a 1 Sw �. i9$ 1-1 d o X`aS S a w 8 $,8 o.53'W'� 0,. °o •° - u 1 ° a^.^Rmu8 ° d�w 0 o b o S m > <aiv o 4 i444$v, . ,44aoi0.2, 42aicia3aic s 2 w...: N A C .A ,0 1- 11 N „i ? N '0 1: n0 0 .. A.-; e4 A . h .d 1 «i q • V a >\ ti as aaaa aaaaa a a a a - aaa aa aaa • z - „ 4 ,, z zzzz zzzz z z z z z z aa z k Z zz z z z z z z zzzz P a ; h',1 w o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Xi' zzzz zzzz z z z zzzz zzz zzz z z A N d » \\V \ 1 > > �� \\ 3 u 9 u o S 88844 8 9 8 8888 8 8 0 888 8 8 8 a tii w W ' CI q 3. 3 •d 2 a s O Q R p � as a i m 72 'e .o.0 m •° m (• U A 4 CI Z z S y t d ' : I 5 ,t- � 2 ' e e h o o a h g 8 %100'§8 i 0 toe 40 ta A14 W w `9 7 ' = t ua d 8 a1 gSaoisS ac 3 ° ° a °� a > O 1— .+ & 5 g R, 1 h A h 2=-02.2 .1a 2 .9 B U q Z a s v.,0.0.-,4—,4_,.,_.g,,, ° q � p S. •g cc cc. 3•e G N 9 V ti Z m h 0 " �A u 8 3> o°3S3 7o R. , 0-all9a u p � ? ' L° 'a ..5 a i .e ° G w U w U S o S G g T $ '�i nyd,] t... y8 m a . S .S '0 a a� W T 90 .u. u... W W.... m •- a m i ° y e r r.„ 00 o S W E 3 .u. Z A S u a`3 ° u u u u u 0 u u W Ow W 64 w $ °°' o 0 � 9 sa 7".g oa a I u o 0 rn a u u ° as o g u u 3 A r ` — � : a .904 4 U a < 4:4. n AM mA,° <ai <ai Q=.e: . 4 14 r d p e �a a t g a • A W W rn . r ,� a ,ri e r N ,.i V v, ,e; r oo a _ .. oz a s << a < \ a aaa a< < e a � a a :5 a s zz z z z zz zzzzzzzzzzzzz z'z zz'Zzz z z z z z z z zz zz z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 p p z Z z z z z zzzzzzzz zz zzzzz zz z z z z z z > \. > \ 1 >» \. >> \\ \ \ �� m2 < L 8 .•. 54- ^ L 7 o 9 i'.. 0' 3 m e..9. v i m m °0 UU$u . e u . e p� . 5 0 X i ; � m h 2 >r 3. O � 0 $ = , m •0 W Ei . as 3 o E v , 091h1 y . . 5 • t: m p V w 0. .'9 . "�. ° .6' 3 y q N 'O 2-0e-.181 m '0 3 a 9 ° $ .g 3 •Q .a 1 . 1 d } 5 .5 .g g .9 8 s ' ^ g 9 u .0 y$ m 5 2 °" w g=". o f 5 0, 0 °u .9 c a ' m -' T $0 ? 5 03 ,... 0 . 5, ' `v2u -.1�`. ay•�2 °' 1 8. s $ 31 Q H;v is � O E s s � o a m q i ao'�� °� 1 -4. � p i i tiui ni g c gil "t u s $ 2�a g . 5 m ; �. m m m ° i ° .0 9 0 o $ m u a u ie w $ eu m a •" u 0 4.Q e � ' 3 < aicSCaS � c . s < ai �e ai � � a e � .< ci ci o ° . 1 04 6A a In •.. hm . a` g - N 1.1 , h b 1` 2 N N N N N N ,..4,„ F .- NMI Y' LT. r.. ° y A i 5 < a < aaaaa < .,ad < as << aaaa < a aaaa <a aaa aa aaa a a zz zzzzzzzzzz zzz zzzzzzzzz zzz zz zzzz zz zzzz zzzzzzzzzz z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .. 0 0 0 0 0 0 .. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 zz zzzzzz zzzzzzzzz zz zz zzzz zz zzzz zzzzz zzzzz z \\' > » >> \\ \ \ \\ \ >>\ »> > > \ »1> cc 848000 080800000 80 08 OVVO CO Ce80 t0OVC4C00E0 0 h A h Y h V ' h '° w h O p ..V. 5 w & y . x 3 ^ 'u P gX qq °..a h w , � �y+ g �7 ffi w w N$v O n i i I .. gy w l . y m ` 3 p k" h . p 1 p h q3 '-- O H, �N g r 3h T .. O m p i ` ' y p y^W . •O p G .. .'C O O N O p o s P u '3 w a O ,O 3 p p .� : • u o s d W 3 c. �, w DU 9.0 vi u 33 Ea' ?, E . O °. w mss. m u ' F• 8 p w g 1 1 . F p &c ] § .11 [ • O u 'a w m m O L' d o m C h ° 1 of p l Y V 3 '`9 V P• O s O 0 ° N ~_`g yyi . g� - "" i E0 .v _ o p ° u o s s w p a V h p ^ u 0° 4 .. G .up - 1 .9 V. U V C.1 U w _ = ° 9. p :2 ° u u g R ° 3 3 9 3 3 �. w ` pp 8-a- ° Q 9 �e i'' . 8 1 p ( y a �? . p, , m y ' ` 3) o •° •° L '° 9 " j ' Z 'S r.,:-.. 0 8 • v ` „ . S > cfl u C � C7z�' 0 8Q�ia Ow�•7 u° 9u w °� 1 w C C. m W y m G w t w O w °� O O 8 ° ' O C 0-7.1 0 m J C • `° ° " a :: 0 m u 0 u .. u° ° ° eau 2 a U u '0 A m gi .. 5 3 0 0 .0 .0 e u u U . s m . � p. 5 u y ' ...iO4. .= X f s o . e 8 .. ry . 8 .a ° s S 1 w , 4 44�.. aa 5 - m �a.: ev rnF =r1.; 3F.: <..i �; F F A o o° o usuo ui ° ai u ^a g,g81 u y w .° iv m g' (� m m m w i v i u o u Y u Eu, $ o q u 3 u u c u u t A 0 4;444 d . ..xci L dW u:d .: AQ ra .. :.8x 3 ii. c , : _,_ O Li ^ ,4, .61-:.6--- O' - 7 0 ,‘ oz x a3ndunnvi , 't =srnn d0E38WfNTd101 9 uogeielsu! oggnd `lasop JeleM I uogegelsu! eeenud 'mop JeleM eland Jo oggnd `duel ialawoysnlj 'mop JaleM simnel Jo les goes (aldginw JO Jelr 3J!o) yseM ssal io ysng gad uoge8 'leuun • leUUn Z Nun -- / Z ogsewop 'luau1Jedwoo JaMogs fuolenen (sluewpedwoo Z Jo l.) Awl tipunen Z JayseMys!p JO/pue .iapuu8 alseM pool yl!M ogsewop 51u!s uayon ogsewop 51u!s uegomN Z q!q esoH su!eip Joo!d JeN ___ o !elunol 6upluu0 - 7 Z ogsewop 'eugpew 6u!gseMys!p luolenel !elue° pue )lu!s uogeu!gwo0 • laP!S (sluewyoepe loodlJ!gM Jo JeMOys peayiano lnoglun Jo yl!M) gnigle8 – 2 I Z 9 JaMOys Jo gngaeq pue 'laP!8 'tiolenel'asop JeleM 6ugs!suoo dno.0 wooiyle8 leguep!sai 'sJayseM saylop ogewolny £ le!OJawwoO 'sJayseM saglop ogewolny SIINn S323nixEd QVO1 S`d 3f17VA 3dA13i1f11XId lINfl 32If11xE3 3OVNIV8(3 — v -is Cr) wry cy--7 s a vv+ip Q z :SS321OQV 133HSM2E0M 33d 10VdWI N31VM r CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (New / Residential & Commercial) Date: Oh /QS Job Address: Uo 0 t'(,i r i 5 `-x't Owner's Name: 1S n \TQ thnr\ Vf f fr / - Address: W r Yh Lord in Ill d � • S�� Phone: a 3-74.7 ri Description: Block Number: Lot Number: Zo District: Legal Desc p / ,, Contractor: R' (1 1 \A/ M i ()i d S Q State License Number: CQ..� O r o� �Jtl/ is -� (" Address: r5h ( Ory I n r,l v� , (.D Phone: p� L f i D 314 - 7 City: Ve(1)0 State: pi Zip ( O Fax: a 7 I o2 Describe proposed use and work to be done: NC IA/ S na le a ly1,tl y d I fn Present use of land or building(s): K okt P_ Valuation of proposed construction: 027D) 000. O Is approval of Homeowner's Association or other private entity required ?b If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees? 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. e ❑ Applicant certifies that no trees will be removed for this project. ES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree • emoval Permits to be re iewed by the Tree Conservation Board, which meets two times each month. , ut' / 1 0 •EV Procedure: In order to xpe ite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904- 247 -5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre - construction or post- construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247 -5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner /Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247 -5826 800 Seminole Road Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 Fax: (904) 247 -5845 http : / /www.ci.atlantic- beach.fl.us Page 2 Revised 1/04 I t 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. I . Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre - construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations. Include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept., Planning Dept., Public Works and Public Utilities. I hereby certify that all • orm. on provided with this application is correct. Signature of Owner ,(,q,fi i(J Date: /6 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 r 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 an ect and that the plans and supporting data have been or shall be provided as required. Signature of Contractor Date: /20) oc Address and contact information of person to receive all correspondence regarding this application (please print). Name: Taj ► I e . 1 1 r Dre: tN &c g e. ( Mailing Address: `T � ✓�� tors v 1 , nd ini J . V S-17- . (p Po -k ; dra., &ooh Phone: a (p - 374-7 Fax: dr.* / A / E -Mail: / r, i *Et. 1 Vi .11/ _ ' OM AS TO OWNER: /J,,, 1 Sworn to and su` is it ;ti before me this 20 day of /"� }`J I , 2005 . State of Fldt e ; e � to, t Q � 4 ,t • G oO ,0 • -• -e, • , • • f. • Notary's Signature: m .c ;1 * . 4. . sg N •; �� Personally known • -5 • d. # 4 1 46 • * • ❑ Produced identification • • 'L ,o ; • � ' " n" 6 a 1 3 - , � l i Type of identification produced AS TO C • ; aar 3 t F \ �, , Sworn to and subscribed before me this �/`' day of , 20 5 . State of Fl�Ai. 5 C'r.' 1 0 • `, ", µM13 5 /o, • !! . „ ♦ , Q1 4 . s .� 1, %It '• . Notary s Signature: • d •• " � r 0 • ®� Personall known .o�., � 2008 • 27�• Y Produced identification • 9 �•' � f ` , 7 46 � ° "•�P ❑ Type of identification produced is 'ems' r ` 800 Seminole Road Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 Fax: (904) 247 -5845 http : / /www.ci.atlantic- beach.fl.us Page 3 Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 05- 00031376 Date 10/13/05 Property Address 820 PARADISE LN Tenant nbr, name NEW SFR 1256RAD /2438STSRG Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 283079 Owner Contractor BESTCON INC 4400 MARSH LANDING BOULEVARD SUITE 6 PONTE VEDRA BCH FL 32082 (904) 246 -3747 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 1097.00 Plan Check Fee . . .00 4 Issue Date . . . Valuation . . . . 283079 Other Fees CITY RADON SURCHARGE .31 CAPITAL IMPROVEMENT 325.00 STATE RADON SURCHARGE 11.58 SEWER IMPACT FEES 1250.00 WATER. IMPACT FEE 650.00 WATER CONNECT /METER ONLY 85.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due Permit Fee Total 1097.00 1097.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 2356.89 2356.89 .00 .00 Grand Total 3453.89 3453.89 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUII.� OFFICIAL PREPARED 8/31/05, 16:41:04 PAYMENTS DUE RECEIPT CITY OF ATLANTIC BEACH PROGRAM BP820L APPLICATION NUMBER: 05- 00030578 820 PARADISE LN FEE DESCRIPTION `■OUNT DUE CAPITAL IMPROVEMENT 325.00" STATE RADON SURCHARGE 5.62 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 650.00 WATER CONNECT /METER ONLY 85.00 WATER CROSS CONNECTION 35.00 TOTAL DUE 2350.62 Please present this receipt to the cashier with full payment. c;� _ 37// Showman, Lisa From: Carper, Rick Sent: Tuesday, June 21, 2005 9:58 AM To: karen@bestconhomes.com Cc: Schlueter, Jennifer, Showman, Lisa Subject: 820 & 850 Paradise Circle Plan Review Karen, subject plans were waiting for me on return from vacation. Comments below apply to both lots. Provide Recent survey Provide Drainage Plans Provide Erosion and Sediment Control Plan (with details) Construction Site Management Plan Provide impervious calculations The last several plan sets came to me relatively complete. These were a surprise. Ricky L. Carper, P.E. Director of Public Works/City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper @coab.us PLEASE NOTE: Florida has a very broad public records law. Your e -mail communications may be subject to public disclosure. 1 OS $ CITY OF ATLANTIC BEACH ✓ J 5 --7 C e 1' a '� " � ° A s PERMIT CALCULATION SHEET t . 13 9> Date: F - 3 (- O S` Address r 20 p,4- Z A -,pis 4 - /1 E () S G 2 Heated Square Footage 1' G C ( @ $ (t) 1 per sq ft = $ 2CC6 / Z 3 ara a Shed i /6 @$ sir per sgft = $ 2 75 Carpo Porch 2 C ° 3 @ $ L/ Z-- per sq ft = $ / / O Deck @$ per sgft = $ ■ Patio @$ per sgft = $ TOTAL VALUATION: $ 2 - Y 3 0 7 283 5 $ Total Valution 1 • $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: g S - Z +1/2 Filing Fee $ FLOOD ZONE: ) (L) Fireplaces @ $35.00 $ ,'s' CO IMPERVIOUS SURFACE:? do 7a BUILDING PERMIT FEE $ \ /ATER IMPACT FEE $ G 5 t ,3.,l4EWER IMPACT FEE $ / ,2 S"O I, 4,‘ . ATER METER/TAP $ . ( i 1/ ,,L veAPITAL IMPROVEMENT $ ? 2 S t� SEWER TAP $ ° — ✓ C Q 2fG) RADON HRS .0050 $ SECTION H PAVING ( ) $ , --O — ipe CROSS CONNECTION $ 7 r LL ST(2 SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r Ian, ; ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 05- 00031747 Date 12/05/05 Property Address 820 PARADISE LN Tenant nbr, name INSTALL 2 AHU & 2 CU Application description . MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor CHAPPELL HEATING & AIR 6451 BEACH BLVD JACKSONVILLE FL 32216 (904) 724 -1344 Permit MECHANICAL PERMIT Additional desc . Permit Fee . . . 107.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 107.00 107.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 107.00 107.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL n 1 P ,/ `� '4.. CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: / —D5 Property Address: g 0 Pry fa, Dl s Es tom''' Owner: g e s l ! ©/J Telephone #: Contractor: e///3 Pte" c) 1 //C Telephone #: -7 Z 7' l3 Y A Contractor Address: 6c6 Se - c A 61/ • Fax #: 72 Contractor Signature: / _ Mrari In consideration of permit given for doing the work as , - — - ' above statement, we hereby agree to pettann said work in accordance with the attached plans and specifications which are a pert - - in accordance with the'City of Atlantic Beach ordinances and standards of good make listed therein. Type of Anti Fat* Bother construction is being done on this building or site, list the building permit number. D"Blectrie CS '' 3/376 O Gas: _LP Natural _Central Utility O oil O Other — Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK M � att Space ` Recessed ✓rat _ Floor /Residential O Air Conditioning: Room K Central . - O Duct System: Material Thickness 0 rat Maximum capacity / 6 4 O Refrigeration New Building O Cooling Tower: Capacity _Wm O Fire Sprinklers: Number of Heads o ate Building O Elevator: _ _ ManliR Escalator (Number) O Replacement of Existing System O Gasoline Pumps (Ntunber) O Tanks (N N ew Installation O LPG Cons (Number) (No system previously installed) O Unfired Pressure Vessel 0 Extension or Add-on to Existing System O Boilers O Gas Piping O Other - Specify O Other – Specify LIST ALL EQUIPMENT AIR CtNNDIT[OI4ING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model t Manufacturer Too' s Agency 2 6 z) 2T 2 y T '/W 2 - a L HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Modd if Mmufltcrarer BTU's Agency Z J /9_ /Y - 7idEazyp 71c' 9ij -' 2 «a 4/ 6.. TANKS Nominal Capacity Type Liquid Scrim Approving How Many & Dimensions Contained Ma uthctum No. Agency • 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phoae: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beacb.fLus Revised 1/04 4 �� J j. f `� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 14 ATLANTIC BEACH, FL 32233 //1 INSPECTION PHONE LINE 247 -5826 Application Number 05- 00031705 Date 11/30/05 Property Address 820 PARADISE LN Tenant nbr, name NEW SERVICE Application description . . ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor DYNAMIC ELECTRIC COMPANY PO BOX 16351 JACKSONVILLE FL 32245 (904) 726 -8144 Permit ELECTRICAL PERMIT Additional desc . Permit Fee . . . 70.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Special Notes and Comments NEW SERVICE 220 AMP 240 VOLT Fee summary Charged Paid Credited Due Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL 11/29/2005 10:12 7268117 PAGE 01 t i ' � CITY OF ATLANTIC BEACH `k ELECTRICAL PERMIT APPLICATION Date: Pia 0 1 /°e —1 Property Addreu: r I,b O Q4t"..„ Owner. Qom. &Q..,. Telephone #: 4r/$ -a747 Contractor: t _ Telephone M: 73 ,plod 7 Contractor Address: $?'•a0 Ss4140104, yt C-! Fax #: 7$7 — D9G C{ . !--n cw sidcrmion otpa Inht even fbr darn the work as deseribod iA Uw above staanau. we hereby agree tu perform said work in 1 .c ordence with the attached plane and specifications which are a part hereof acid in at ccrd*nce with the City i,f Atlantic Brach i g orditsenc snd s tartgMttle of food oractica l • ,.,.., .... t ocher cuastnxtiun IS f, pond Type: O TRIG' Se i . O dace as this l CII?ft bedding Pr Naw aiida7ea O Temp. 4 + ' r eM Or site. ris, rh+ buddiry o Old O Commercial Q Signs 0 increase r sansber R Re-wire 0 Addition Sq. It 1 O Repair Conduct S ize: AMPS: '7 _ COPPER 1 ALUMINUM :r RACE —1 -i Switch or • WAX Breaker AMPS__ PH / W 3 VOLT Existing Serwi RACE Size AMPS PH W VOLT WAY _, Feeders: t NO. SIZE NO SIZE NO SIZE , _�_„__ _r_.� Lighting Outlets ' ............._--1_ CONCEALED ��_____ OPEN R_y_ cles CONCEALED OPEN } t t "— a t s I .4Llft Switches Incandescent ...,........i.........- Fluorescent St j 1-- oVEft BELL Faxe t ` TRANSFER. - A - ppl -tan °es• ' TRANSFER. KW.; EAT Air N.P.RATING H.P. RATING Conditioning COMP. MOTOR OTHER MOTORS AMPS HZ AT - ..- -- - Motors - ...7-i H.P. VOLTAGE PH 1 NO. OVER 1 H.P. PHS _ Qy atmy ._._..�.. NO. �.. KVA NO. KVA 7renstisrmers No.Ner on TTansf. Es, Sig tt� 1. "-" *00 Semi ice R oad . Atlantic Bach, Florida 32233 - S44 Phone; (904) 247 -5000 • Fait (904) 241 -5845. bttp:IIwww..ci.athteric • bescb.fLas Tr ., t �� , CITY OF ATLANTIC BEACH ;, -, ELECTRICAL PERMIT APPLICATION t Date: / / Property Address: ____V_gtt2_2MCJ,,d2fsif2_Sc-44,A.__ Owner: .�3�i_"Q-n L _ <;4., - _ _. Telephone #:4 Contractor: Telephone #: S T Contractor Address: 3y , e.-e Fax #: ,S7 - ,o.e, c In consideration of permit given far doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Bull g: Buildi -Type: fl Trailer Servi • ff other construction is New estdence J Temp. ew being done on this building O Oid O Commercial 0 Signs ® Increase Or site, tilt the building Permit number 0 R.e -wire 0 Addition Sq. Ft. 0 Repair I _ ` Cunduct9r Sii AMr PS: 4� /o COPPER = ALUMINUM - RAC—_ Switch or I E —1 Breaker � A 1 'S,.___... . . . ..__ . . W 3 VOLT P(-0 WAY Existing Service 1 RACE Size I AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE --- — Lighting Outlets r - I CONCEALED OPEN ______.t______— Receptacles CONCEALED OPEN I Switches Incandescent _ Fluorescent & __._ Fixed 0,100 "VHF'S OVER BELL p P' ances - TRANSFER. _I A fi Air H P.RAT1NG H.P. RATING CEILING KW-NEAT C;onditiania COMP. MOTOR. OTHER MOTORS AMPS HEAT Motors 0 HP. .. VOLTAGE PH 1 NO OVER 1 H.P. t PHS l OOV , OVERb00V i Transformers N KVA NO. KVA No.Neon Transf. Ea. SQ ._ Miscellaneous 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fay (904) 247 -5845 • http : / /www.ci.atlantic- beach,fLus t r • `LS :\ CITY OF ATLANTIC BEACH \,,L) .'' w . _ 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 05- 00031113 Date 8/31/05 Property Address 820 PARADISE LN Tenant nbr, name INSTALL FIXTURES Application description . . PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor CROCKETT PLUMBING COMPANY 572 MCCARGO STREET S. JACKSONVILLE FL 32220 (904) 387 -0176 Permit PLUMBING PERMIT Additional desc . Permit Fee . . . 168.00 Plan Check Fee . . .00 Issue Date Valuation . . . . 0 Expiration Date . . 2/28/05 Fee summary Charged Paid Credited Due Permit Fee Total 168.00 168.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 168.00 168.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL t 'Rug 15 D5 08:59a Cit. of Rtlantic Beach Du 904- 247 -5845 p. I Y ;' CITY OF ATLANTIC TLANTIC BEACR PLUMBING PERMIT APPLICATION 0 pgror G Date: 5 -3 ( -oS Property Address: . ° • I • l - ' 1-0-4-N-12.- Owner. exeSf co n Telephone #: Contractor: O Q (1Arn6 , c.,,,.--14,,c_ Telephone #: 3Z'1- 0 fl l,o Contractor Address: 51 Z M cCax r c7 5 . S S. 6 i r 3zzz,o Faz #: 381- 0 1`"1 Contractor Signature: - / // in consideration ofpermit given for &kg Pa described in the about =anent, wo which are a oc an w agree to City perform fA said work in somrdassee with the attached orifinance and standards of good price listed therein. hereof and am a with the City of Atlantic Beach Installation of piumbiag and fixtures must be in sccordattce with the most recent edition of the Southern Standard Plumbing Plumbing Type: If nir New theme co nstruction t � done on this building site, 0 Re -Pipe Member of Fixtures: Bath Tubs Showers _ Closets Shower Pans Dishwashers _ Sinks 1 Disposals Urinals Floor Drains l Washing Machine --_-- Lavatory 1 water I Sewer 1 water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 = 800 Seminole Road . Atlantic Bch, Florida 322334445 Phone: (904) 247 -6800 . Fax (904) 247 -8845. lrttp,//wwyf c a fi fl.ue Revbed IJ84 Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 3. /`` . 61, Contractor Name: — Z ESTC a/V Permit #: OS _ 3/3 7/ Property Address: go? 0 - Par& 7) 6 i 4 7 ; t Legal Description: 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 6 641' ? V IP . I.,0 The following must be completed before issuing Certificate of Occupancy: -11‘ Department Date Notified Date Approved ' Approved By kr/ ii-M.5 2./3.0b 3 -/5 Firpt. Public Works 3. a. . o (p . 3 -/ 3 C., QO Planning Dept. 3 . / 3 . 0 to v3 - / 3 - O (o e Building Dept. 3. /3 . 0 to Final Survey with FFE [Yes No All Re- Inspect Fees Paid L1 Yes No JO VIS Final Co Inspections Page 1 of 1 Cunningham, Kerri From: Clemons, Malcolm Sent: Friday, March 17, 2006 10:19 AM To: Kaluzniak, Donna Cc: Cunningham, Kerri; Graham Shirley Subject: RE: Final Co Inspections Backflow inspection is ok- Malcolm From: Kaluzniak, Donna Sent: Monday, March 13, 2006 6:06 PM To: Clemons, Malcolm Subject: FW: Final Co Inspections From: Graham Shirley Sent: Mon 3/13/2006 10:30 AM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Nodine, Phil; Walker, Chris Cc: Cunningham, Kerri; Matthews, Carlene; Lanier, Joyce Subject: Final Co Inspections Dave w/ Bestcon has requested final co inspections on 3/14/06 for 820 Paradise Ln, permit # 05 31376 and 850 Paradise Ln, permit # 05 30579 ... Dave can be reached at 545 4753. Thanks, Shirley 1 /1'7/'MA , . E_____--__ PERMIT WORKSHEET Certificate of Occupancy Type Work: Job Address: t� IIMMII r� v �� .l.l � Phone# /.3 47 Property Owner: � / ,Alt ,i / „ Q,'7 Contractor: Phone # � , 8 4 i �C � Date I Permit #: (�5 - 5( � L (�� .. VJ� '3 132=5raillMIIIIIIIIIIIIIII911111111Irlij Foundation Permit # � �3 Demolition Permit # ®©,��,�� BUILDING �r q .1° ' °5- .1p'US Tema.Power# � h I'4 Footing JEA Release IM 1111 Date / Temp. Power Underslab Slab 9 y Z • OS Letter Recd. Tie Beam Temp Pole # Mill JEA Release Gas Piping 111111 III Lintel Date Water/ Nailing/ 0A I 1, Sewer Sheathin . \Y V Rough/ Framing Rough Rough Top out Insulation ,\ •OD JEA Release Date Mechanical Plumbing Building Electric Final Final Final Final JEA Release Date l c-Moe-10i 5fraP hl Pop/ ion - h 4 , 41,' n 1 /1. zi . b ,3 Drainage Inspection: ( I Pool Permit # 1 Inspections: Steel Final I Final ) Elec. /Grounding Roofing Permit # I Final L....... inspect: Nailing /Sheathing Fire Inspection: Failed Inspections: ' m4ln All ioms 1 -of -ow Date Paid: 1 S1 Z = —I W —I — r m O 0 o O —i m T v rt m r " a (`x O H A .. N (n ('1 r, A m ' fD 3 7 - E N —1 N 3 4- (D o 0 v �g�7 < — O v - ( 7 ., , c Q - s 0 F A y '0'n p m !n (n d d A 3 n O r* > ➢ �- 7 A A A m lif N Z m a' X X X > >, m 8 C m. -I (D N N N (4 F '`'h < p, (D N) m m = 0 7. w , • 7'' CFI � Ir'j�_ ∎ g C7 A 0 0 0 '0 7c e, ell C —I co W ° �.� i�1 --...I F,, �z -4 S N (n m x % III I N ;� w, h O II m 7 ' ° III (3 1 o ro z A X N .T. d 0 r U1 % _ N <n O III - v r fl, o o _ Imo/ z r (n 3 7, a O > •• N ➢ n W N (;4<3 c ➢ C N r S N (� m r 0 N v � y • m c* -I O 0 0 A D _ a \' cn z 0 x > - ( D D I II ➢ z f o -I r 4 • N W r O = = m • _ _ X O C O (n / G) = r IT 0 N T) III I� � T m V, - 0 Z m :-T _ - = O CO 70 z VI . N W � < ~ v J X O v Z) O < (0 (0 m 0 m i' W O Z 0. LC) • -.;:;::!]7,T; 0. III T m a rn c 77 A r c-) - T c--., C O N r Co 1 ➢ 3 3 X -o co 3 (� -0 m O • _ III �� A z 1 \ ( G Z -I ➢ D 2- -0 (,. -I r .-. O m N a o Irli III N N H • - • - • - Cn O W _ : i _ , N O x F, o O III 116........ U, < X < _ _ �--` N 04 _ A N CO !-7:,'f C W ',�mm , _ III -s X .--. O N h I � , CO Z . CD 0 _ n X r J CD III ➢ _Alai 2 C —(f) w w co 0 X -o N 5: III 1: -I (D O "P !" C Vii O NW - N Z 'C, X C III 41 ■ 37 w� , W N .T) - N r .. • ^ i 0 �1 III n p 4 N Z • ; _ C , H- N Z Z J L �� 4; • 1M ` W N N N G7 Z co CO 0 0 d r a 41■7 11141111 .011 1 . 51 . \ co o x � -. N 3 I � n n n il III o O 0 (.': r O O f \ C7 0 0 3 N m 0 J Z D o x ---1 . - . ` - r W �_ �' I ➢ A O O O Q III ---, 1-- G7 —. Cu ° (a CA) (..)T o n A cn O Ul O O N X N - X p m c0 0 0 0 0 0 0 0 v .A.! � r� III I - -, o W #0, -o v v -o v - (D a V) V) (/) V) V) r c o° rl T1 TI TI rl �-' m z r Li, LC, Z N CD ' X 0 0 0 D L 01 V) S 0 CD 01 .- CD 70 01 m O 70 D rn 4 i." t- rn • co r o z I O D . E —I 01 (., 0O 01 W co co (4) 3 z m rn °' �' , . 4 ) (o III 1--• C -) I--, 11 N C ct, cn c m 01 N v .+ O I-.- • - C CO D 0 I -q I-- 'a � CO 1 - W K co N ( O 01 T a PO 44 .-. cn 3 '- n r cn z -n _ -1 W - 3> Dcvo D - z - s 0 0 -I 3 71 -1 r Z 0 0 r+ 'O T b D Co 0) m r C to CO 0 1 ~ O 70 7 .. D 70 CO CD E 0 3 N �'�' — —A 01 r 2 N 0 O O V y H NC = r 11 0 Q - 5 - 5 T Q 0... O 0 ▪ 1 V) c - 0 O n (n d d D y��y � (p "--' A AA Co �q rn > •-•3 Cr 0 X X X D F. < d < N w -0 V1 z r-o m 0 N N N 0 gr -0 N .p X co m = CD O !n L/1 v3 ( ./ 7 '� � c'','',, 1 -&3. SJ _ i1 '� Ul Z'J 70 - I �I = ; 71 m z N v 'o -v m p C N III �cn :n r V) rn CO n �'k < P 1 V D . TJ " N, d. W N N W - N -0 W = Z Z oa, CT X �� 'n -I D D (D n, co O cn A - r r N O cn III �' ° 3 0 N v * D D n T c • 3 m -0 z Z Co O N = a O CO O - - 7 3 < 0-' X Z .. V) O _„, O1 ck N W V) O O z F , u�•• III • -1 c 0 o ° z - . c X D 70 = f 0 N >< I CI S 77 71 . �y J 0 W cn - _ • -_- -c W -0 i-• O a 7) 0 III p rn T W N _ m - 5 X N D n T -05 0 Ii N N III � � o ° T co _ _ C) = N W , X X A co W � A .. ......111.411 III z _ .. - • •-- 01 • ti >< o !.\ ll - • (r III o _ - N 0 ` O H co p 0 Z --.1 r 0 (0 c /0 -• co 0 o 0 o (36 !• O T co 7o O ! • ), Q Vti) , I� fn n i ^ �'llf �. c o �( r c ..n N 70 • • , O co N to / �. rn D r � h► o v � '. '� N .1 z a ( • • • •` CD . -. r 2- z el ' IL. .... • .... !..4:C2 0 A = o O CD- v A o r ( O -H co W -H 3 -1 c O C7 n C7 . T O O 00 r o C. r o o m c_ - n r r r r - r 0 ("1 m z D o \ - O n • (.., °J D z • \ O -� M 0 w rn f--• cn r-+ -1=, 7 a -I c 0 0., • 07 O Cn O O, a m O O O 0 0 0 0 o n C o (n (/') CC) (n (/7 r m z Z .. 3 M.. V T (n S 0 O PO 77 .Z7 m CM 0 D M N O "r1 o 0 -1 -7 n CO v co O 0 13 z 01 m fl z = O n 70 0 c 1--• c (n (n 0 S 01 11 3m 7c 1-- co ,-- o F- • C� O , 01 co r. ` cn D ■ o c;, i r--■ 0 1—, cn I CO N 0, O 01 -11 - . O 0 01 l0 •' V w • y P"' w 3 - Z J N T CO -a N W -I r O S d C') c) v 0 0 m v ro co n7 c+50 o g CO rr n A 0 rr ro .--. O c N N -< O- O T D 0 SS V � ��O D �O 0 0 r - rD O 0 T y w v,dp 0 S - 3 0 0 r IS - 3 - s 0 m _, CO I- , N cn d c r co 0_0_ D n P) cn Co D AAA D o /1 1144 a, -0 ui -••v+ a mo xxx n a < N X O N N N N O N d X -Ca 0 N V E CD .0 A - co f D S V V C7 N N N JC Fl •w O A o\ �n� -CO a, c 'o -c m d N - r f C d T T J < ? ' I - V1 N \ O 0- r r. ?t D A III CT N S T - 21 - r1 W N N Da >yly• Z P c 0 r - 0 c-r r* • m T N O ti I-, I 1 J - 5 O 00• y� _ m D (Jl � , in o, O O O N A _n - � m TI � - 00 z z • y x W \ I I ISO Cu r D < co D p (0 \ � co rn In _ - - \ S i 0 0 V m _ CD 0 --h V V O nfr 0- C O D u- + v v r 70 2:5 N \ 1 1 = = S r r• • m d T T T Co -• - K ' - ` 72;(1) N \ 0_= In d n ■ C'7 < • d -5 < -= • < O 10 01 0 Nr - °;' = \ N O . \ ID • \ 1 1 fD O CO O 01 n J - h O CO J In O 1 IiI!il \ IV X \ - 0 III O \ - I C7 - I N c J c o -,.. • A III rD Z ,, o v a..... ...., X �/� •I �� III m m m _ V• r . .„ O N TJ O O ) ;Al w h r !y N ..� X a rD N � 4 0 . m O w c - r tli t9 ' W V f y � III - o ,,,,,, S d O a • r a r CD -1 co co -1 - 111 r . x 3 C O CO C7 C7 rn 7 -I r ° 3 0 0 ,- • • r O O r W r+ r r 0 0 v rn r r 1 r r 0 O 2 o, c z D O W �* rn C--) III a A - ■ O ? S 0 01 - 01 -5 o n r- , A A X ~ c1i O cn O O N X 4, n a 0 X 01 O O O O O O O w V -I L' I ,O a ° -- ro o 01 N 01 ul 111 0 ..• Tl T TI 'Tl rn - 5 ~ �{ O m C_. -2- (n S O O r 0 ro 70 o rn 00 T1 D rn n Co o O D r —I -1 N 3 Z m � rn ° N n `. cn CO D Io 01 11 k- A co cs' Z Q N \ O 1--• W -. r V D '-' m (1: O -o 0 I--' 01 O 1-1% O cn OO r-• - lJ , w N CD O CO --n 01 O (7) O r-t V , N 3P^ A N 3 ° -{ W -1 CD 1 - - = - a m r N o f"% —1 to 0 O O v co F-� g O A A A m 0811 '� N 01 0 0 N N N n ry O >< A W �-r <n 01 N Cn � . S6J C 6 G7 ♦� G�� X cn 0 -o v v N ;o d o c z n = yll�_�u2 III ' cn w N N II o� � � p ,� III � ° z S x O e o N 01 I, _ J —1 w III N a _ h * T O N - X O_ O A 'I2iT:IsCD CA-) y me CO n zz it III r o W m 1 1; 0 0 H o � w — m III a m rn w 15 - - = j X �+ III X a O III N N W _ U1 O X O IF F"'' - III t O O X - I N A o III 1' X -I -- (n +j 0 Z 0 �+ = C 0 n r v (1 . , D C7 m Z oo =a' o :1 e =+ W 0 W O >< N C) 77 O 4 ...• � .�• •..� W III ° • ' Ftl� III g .. 1� c .... ,� ; 17 0, O n o C _ W J cn (7) y :0 "Ti* i . W D D 0 H n I II co • d o • a, l D 1-' Z D V E r ' t � � N .a� N n= F X CO to Z N ---s o •a • W 1: = O III o O o • A n - ..•.*..•- N W Cl. . 7. X 2 O - 1 co Co c \1 W 0 ( c o C c --) c r_ ' III ° o - .110116Adi , k ' r o o r 411 o cn --,- r r r r r , W D C7 x D A W n Co n o Q • ' A 111 I� 0 • . 0 0 as ,-' - W m n V ;" c O cn Co O m A Co X a .� nn 0 • N X c m n O O 0 O O O O >< 1I 0 A 'a - C -5 =, v v -o -o (') V :0 :!�ii' in , N m - n -n I „ I II m m ° �- ,---, z cn (o m = o o t � „ 0 o 77 77 m C- D-n n 4) o m y N z O c) —1 -n .� 3 Z m m 0 0) 0 co r• -0 0 F-` 11 N 3 (n (J) 7:' A U'1 1- ` 07 I 0 , ' • m O 01 V a 01 -o ` s. 01 - 0 0 I-, 01 r;_ cn - co ,, - ° 1 ;•;: W co N 0 01 O o 0 ,-' N) W + 'g^'^1 N 3 Z A A + > -1 A > -1 N o # # • rt 9 O N + Z Z 7r1 Z 22 - O A 1 2 A co 0 z z '0 V O m m p (1 n rn N - o O O O v 0 D .. O O m A m 0 n m >0 r A A 0 3 co �c1 m m v 01 0- N- A Co D A n < << mm = m Fr m r .-I r = — N m o m m m m • N ; N 0 -< D » .. .. z o 3 N o w 2 N A m A 01 A -4 r m n 7 - -3 D> A 01 D 01 z .. z = z 01 O 01 v y Z PIP � 3 � p = - - 1 D n m0 = 0 01 z m n n n m p =Y r- - 1 -1 -i c 3 D -1 o D m y D D D _ r r c H 0 < v, n r D 01 r r r -4. Id 0/ m 2➢ S n D 3 = m D r A .N-. O o Co • m m 0 CO < c-1- Cr, 0 N-I D 2 m= m V, A D m m m 0 3 • wo. N cD = or m - 4-0 0 m S o - z mmm mo l.+ C (n ›. D 01 O D p r = GD'1 z A m = o N cn N x = co c1 O O N v, A A (11 3 0 m 0 O = O O r -H PIO e ' ' - o D m 0 0 0 > D u, m = A A m A A 01 0 f m z 0 - H - .., W . m 71 o m 01 v, • - 3 71 . -, (/'1 ro m (n D m v p m = v' c_ N r D D u, x 0 O -I f r 0 ➢ 70 r o t o A 'O m m -{ - z m -p _ . cn Lam- m .Z1 VI ➢ - 61 O m 0 z m D o r A A= z c7 m v z m N __ o= m ' K 00 V1 -I O D n 0 01 0 -a m O - 0 0 Z -1 Per n 2 2' o - O .ZJ - 'I O Z -1 O 77 C V) D D A n- y _ m 0 = z O no -1 2 Z - O 01 X > RI z 0 D -� 2 m 0 A 3 0 0 r A O II co ' ' = r z X D n 01 CO n Co .. Co z A _ v D O n n �. y _ 0 ti --� S C •-i m O Z N 7C 3 O .. m m " r . (D r o0-1( cn v , - -� z D V, m D rn : O Z cm A " 0 , Z O Z O A 0 m '0 (n n • •• Co >0 A V • 7 - - m @ c0 O O - o Cif 01 • 71 r = C A N (0 m : O K D o1 0 A -I m D E 0 N -i m m - r D 0 r 0-1 0 • z _ _ O 0 1^ - O < z m r 0= 3 (n 0 2 A co 0 3 >0 - y - _ 1 cn D 01 z= N O 4.. 3 z A o C 0 m - 4 r W O A < Z 0 0 - � • 0 D r r rn m -I m m � y,� o _ = Lm 0 n m N A O z 111''1!' U D C 0 -I -1 0 = O = ▪ o --I co -t m A (n = z D< N 0 r 0 D r N p c= m > z m (n > 11 • _ G1 M '--- .-, N m v, D c1 0 z (n O C7 z Nn m r = • 0J M -1 m = - - .Z1 A - V ) - 2 z 0 o m C V m O E < .. o G1 01 A G) f2,2 O N _ D (n 2 3 rn 01 - co _ £ A ( n 111 0 D r m 2 •• r > n 2 n z r 3 r D o 0 _ - m G1 r 01 ut o r A g 0 N m D O N D C--7) O n V, D O = A >0 -1 a_ _ o. O -. A m A m o CD 3 2 0 m 0 m= p A_ - J m z z z r m z m r , y 2 _ __ ▪ __ - cr, n = O 0 - _ 0 r 2 i n m D 2 Z 0 0 _ m - 1 = O 0 --i 2 r D = CO Z r m m W m v r A z A m n c O cn r • °i m ti - 1 D m o - - a _ D Z vo • —1 n r V m _ - V) A O N N 01 01 A A A M x - 1 O n Co D o A - " = : Z ' - ' ,.7 ' ,° - toi l t : ': - I / T O . Tl N m .. m -. m .... m Ut 3 n 2 z L N Z v z z N Z I-• Z D O ➢ G7 'D O O O O "-•-• . O X x Z 1:k 3> m E `_ CO. O CO ' N N N N N N N N z 0 O o x o x o x o x o m lea v r O • ��• • • / l * p z z 01 z cm z A m A A •• , X- ,.1., r r r r r n p L7 m m rn N m =. �� N .� �. A i m \ V, V, V, N V, V1 N o z A � � � • - A L / 11 �� 'A C D Dom O1 01 co 01 -8z r A A A m H A •^ O • .. ..,t, O (n r 0 0 0 0 0 0 A (11 rn co 00 n A N A N W A W 0 m 0 O i ""' � w� v � : .1 • (0 N D o z o z o r O r v 1 TI �'1 �' z - _ co A 2; i� _ _ r r 3 MI Q CO CZ Co 07 D : + OJ > --1 m m m A m A 0 O A D W -I co + D -1 N n i r D 2 Co g A E A f n n co o 1).6\ :� T J n O r m➢ m D m m m m 3 pm / N �� / CD � U m 71 z m z n z• z y c • \ - O O O D O -1 A � � + z z D z -1 z -1 O .. (7 *l _ m D m- 4 m-I m D -I z * O cn A A CO W W m V, -{ V, -I co D V1 0 S < _ _ < r r--• y n _ ( D -I CO CO --- O ■-• V t0 r+ A �` r V n S Z z - 1 0 44 r - C7 C7 r m c n D H = o O co 7. Z cm -n D O f r r f \ C S . / W A m 2 = O � 0 F G'7 C-) N D T o r-+ < N • (.17 O 1 01U, :.r: r o - G1 U 1 �+ A W V N O C O x (0 : D 3 - N I -- 01 m -1 W D A w N r (" / O �� n W 71 N m co . \ V 7.. CO z X m - O ' D i C -0 A 71 w r • On Q V ) V) V) c/1 V) n m . ^ x _ z T m T m T 3 m ~ . _ _ _ _ r v CO r N v O m 0 m CO (0 V 01 01 N z Q z A .- D o N (n m C_. V) 2 0 O 1 I �. m co _ (g 0 70 m CO 70 D m z m m m J c /� , N m • CM n 7O (D m co -e r w .. z o CO F- N O -I O O z n m V) N A O ii H . o 0 0 o o m x o n • F C_, 0 � ~ W r' _ D rn �-. .. --1 jill co r o 0 2 A Cr, CM \ v m m c z (n C" O O IV O U= r� O II N F! N 3 o A CO 7. O o 1-• (n • m PAGE 1 Date: 05/18/2005 MANNING BUILDING SUPPLY LOG #: E0427 TRUSS DIVISION JOB #: JACKSONVILLE Salesman: JOHN FERGUSON Pitch: 8/12 Ali Customer: BESTCON HOMES Job Name: Abaco Key Address: 1484 LOURAL WAY Address: Lot 22 Paradise Preserve ATLANTIC BEACH 32233 Designer: PS Left Right " Qty Span O.H. O.H. Description 1 19'11 "8 2' 0' Al owe 3 19'11 "8 2' 0' A2 2 8'7" 0' 0' A3 1 36'7" 2' 0' Bl 5 36'7" 2' 0' B2 m 1 33'1" 2' 0' B3 3 33'1" 2' 0' B4 1 15'9" 2' 0' Cl '" 11 15'9" 2' 0' C2 1 15'5 "8 2' 0' C3 1 11'6" 2' 2' El 1 20'4" 2' 2' E2 10 20'4" 2' 2' E3 1 12'8 "8 0' 0' G1 3 12'8 "8 0' 0' G2 1 12'10" 0' 0' G3 1 12'10" 0' 0' G4 1 12'10" 0' 0' G5 m 4 12'10" 0' 0' G6 1 8' 0' 0' G7 10 9'5 -9/16 0' 0' P1 too ** Hardware Roof ** 3 HUS26 1 -ply Truss Hanger 53 - Trusses 3 - # of Hardware 0 - # of I -Joist 10 - Piggy's •• O GAJ95 Jd a8 I p zZ 4_07 Ray{ 000 gd 2:1311dW3OHS dIlIHd ° z N W LL_ :NOI1UO01 90(' :NOI1dI2�OS30 90(' :,19 03N9IS30 0 0 i LLI r Imp WU) o_ w >- ..�w > JOOQLL w 10 -I J 2 100 Q 0 0011 Lr0] CC t - z 0 0_ * 01- K COW LL r 0 w O O LL W O J J 0 'r Z Z Z 0 r+ CO LL * 0 W .-. N WWJU' • O Jm o• W 0¢001 w rww.w to z 32 JJ z w¢,za: CM 3 PP D_ O 0 0-. W; m LL R Q LL.W O 02 MC „„ 0OOW •Z Z W Or 2 w ZZOIU) > = J 2 0 H O Q 2 - zU) 1 30 F- Q. w0 0 LL 0W 020 ¢ (AN2[00 0 U) 0W WTO 0 00 O • O0 F- • KOF-J HZ HO F MO * O UZ . J -. Z Q W 0: JZ W - 3W 0: 2 0 0 LO J w 1 1 2 W WW W ¢U) w 1F -OD:w 0 0 .. .. 3 U) y W Z W 0 J J Z J U W M 00 J 0 1 O F- JJ JUJJJ OZ 0 M O Q J Z :--. 0�.-..-.0. 07Q 0]Q Mr MD 00001 mwmm Itigo I. 8..S.ST I- 8..OT.ES I ..8.S --I J Pr NI_ r . I _ , ,t ,„1 ; ?„ ______ , L E9 • Po $ i 0 E3 t�9 ;i 3 N N N " C� N """""'"°1 ti W W , _____L _____L - . - W. , «.�. - 1I1I TO 1E 17E1 m I N C CC - 1 I, E8 • 1 11 E9 T,d ' I W j J , I I . ._ :II I I 1 � II PP Te 1 1 V ..S.9 I .8 - I - - -- - -- ..L.8E - -- — - I .L t .S --i I Moo l .SS H MP 0. , r Il\ ft* i , r : w , /. it r r 1R- Me / r r ro MP MO PO WO PO WO / PO Y iAi $M i 411 WO iP* MO VP r to 1/4 1111111 mom PP' T VAP r 0 /1 V - MO AF 10 g 410 1 (1111 11 ?" ? 411111111 ■ fr/ ,.. mor Al , .p. 11 V " / 110 ‘t il ° N°F \ „. )1101 1 A i i i •-•.-3 i i i i ■-■ " i _Ail irropAP" • 4 7 j W /. 841111r__/%___■:" : \ i 's i ( ) jil r10 -A41(I ) .m. 1 i A fs 7 i 106 4i $0 0 . ■ " " " JA \ \ , " 4 -i k ,,,1■4■ 8 t 1 . \ . . , A, .,\ ,,,. ■ \ A116, o lki , \ A , 4 \ 4 v 0 .441 A Ala. L. . .ii -.■ .. (,.% 4 4 11110 4 , / S\ V VA 4 db( A ■ \ A p inc____,..... 4111 " N j 0, ASSI 4 / ' | om ,/,- ', \ A " s vr■ - •7 \ Pw / z4 A* y , = , \ . ■ p 16 , p A / t 1 P I' - ' 47Z\ -Lew= Ve _A ' Alir f4,4 "...A (A' ' l',IfikT *k 1 A V) .i . 40 A i ,kti, " ,44 .°" IV . t , , . / 4s , 'ISt .. .., PP ep 1\ 0 f el f4* \ 4 \ IR At: 4 ,,■ ,.., Ai , TAV Ng" 14 4 4 N N i . 44 i Pa+ 44 40 fr ,/ I lirilik $* -/ atib.. WA / / i v im / ow Po M. /Id\ li PP Po / , ) 10 4 0 k W \ PP TY■AV,/ 1 W .--....T.moirain...,-,... , T .0_ o 'ilv v■-■ ' 4( - 7,,e .• I \ \vr -7. . I ' \\ 7..0,.._ ,...,..,, ,,ill _..._ ip......_ 77 . .'"\' - '-'-'4=- 7 -4 I 'TANI I 41 0/* ., 7 ".■0..--ofr \i " I 1 di r do /■,,-- '"*8 '.- ,•;:eloo ....illik■ TA I i g m. ip.- , . 4 4j 4 I , ..„„ 4 . - " Nv, ■ r. Alpine Engineered Products, Inc. 1950 Marley Drive Haines City, FL 33844 Florida Engineering Certificate of Authorization Number: 567 Florida Certificate of Product Approval` # FL 1999 . .. Page 1 of 1 Document ID :1SN6151- Z0319065 938 Truss Fa bricato r: Planning Building Supply .,.. r Job Identification: E0427 -Abaco Key -- Lot 22 Paradise Preserve (LOT 2 PARADISE PRESERVE) 4 "` Truss Count: 21 ;.: Model Code: Florida Building Code 2 001 : , , i Trues Criteria: ANSI /TPI I-1995(STD) " 995,ANSI /T — gogineering Software: Alpine Software,Versian 7.11. . . St ructural Engineer of Record: ,,. , , : . F Address: w " > ` ; Minimum Design Loads: Roof 29 PSF @ 1 Duration ' Floor - N/A �' ' * �� V�7 < ' Wind '- 120 MPH ASCE 7-98 - Partially Enclosed �` - ` � j Notes: Seal Date: 05 %1 .,.. 1. De termination as to • the suitability ,of these truss components for the structure is the • responsibility of the building designer /engineer of . - Truss DesignEngineer- record, as defined in ANSI /TPI 1-1995 Section 2.2 James F. Collins Jr. Florida License Number: 52212 r 2, The drawing date shown •on this index sheet mus ma the date shown 1950 Marley Drive on the individual truss component drawing Baines City, FL 33844. 3, The loads indicated on all referenced girder t ru s ses f a r e consistent with the truss layout provided 1r by Manning Building Supply for the above,referencedl identification. Loads applied by non -truss elements. and basic load parameters are to be reviewed and approved by the FOR /building designer. 4. As shown on attached drawings, the: drawing num i0s pr b HCUSR151 Detains: 14OGC-140PB s i" Re`s k , Description ', Drawl , R ate , . 011366 Al =05138036 ,05/18/05 0 0 13 6 4 ' A2' ' 051 50 , 05/18:/05 , ' ,3� 0 13 6 A $ : 051 05 /1 8 /05 n 4 01366 Bi 0 05 /18 /fly 5 01367 ,B2 1 0 5 1 3 8 04.0 05/18/05 5- t s „. 5 01,3613 B3 05138196] 05/18/05 1:, t . ` 01 -B 05138197 05/ 8/05 8, 01370- C1 ` 05138042 0 ' ' . s r 01871 -C2 , ! � ` ,., #� 3 � 18 l 10 013 - - 0513$051 0 5/18/0 5 '' 11 01373 - -E1 05138043 05/18/05 , 12 01374 - -E2 05138046 05/18/05 ..; 13 01375 - -E3 05138045 05/18/05 4 01376 - -G1 05138039 05/18/05 ' • i 77 --G2 05138052 05/18/05 ._„1..., . ., . .. -- - -- 8 - -G3 05138041 05/18/05 , r ` ;79--G4 05138038 05/18/05 , ,........... -'.1 - -G5 05138044 ,05/18/055 ..,,,,. : ; ' ' ' ' ' ' ' ' ' * ' ' s ' - -G6 05138047 05/18/05 r . ih,..,....,—. 20 01382 - -G7 1 05138049 05/18/05' ' - -P1 05138198 •05: 18 05 r . , . ,.. .. ,. , .. ., , . , . , w . . 40,0014.1"_10. ,.....4 , ., ., , , .. .40-........, 11... , , 1r . _ ... , . ... . , . . . . , _ ..... ...._,... ....,...........,....... .. , .. . ., .. ...,.. sis ,.. ........,.--. -,-. ,. 0000.0 , , i . , , ,.. r r , . . 3111011111111 - - . o z W m —i -1 cn W -i a rrc$ m O o a' S n' -< T T T T D ( 0' 0 V N 5 - � -0 D — c A o 0 0 o r r Q. O o o ff. J v c r Cr, n n D 3 3 O Q ( om ➢ N N N y •2 2 n a - 0 m o x x x . < t-' .'D Vl A'A A n O O ,y "0 N W Ul 0., C .n cF O A A A O V) Cr) V1 X T T T T T W N N D . O d R, C13 C7 Z Z n CD CD r+ r-r r* r O W o + a I X X O N O N m PO c_ o _ !! I Ul A = No ■ O F-■ O F- U9 N X C O C1 O al ° � P D N 1 w -o - y _ _ m W 0 0 0 0 - o x II! � � \ Cu „,,,, = " s % CO T -Z W (T1 C71 m O A A A O C -0 .Z7:,, m D �. r , m r r r r m• m L . , , „ ,,, _ „ , , > ,, g , c, < . , _, __ ,,=,;„, N m T T m T N „, „, , ,_ „,_, 0 MeM11.1111111LIM I- ■--, V-- 7 (0 CD ( m D O 0 N (D O (O O Ul D L ,_ . ..,,,= ,,,_; __. ___, Ol O CO O - ,- - ,-. -, --; , 7; :, 4 - ,-.' - -5. Ilikk _ , = „ = , 0 _ , , 3 __. C . 0, c F- sellir - W IIIM L , , ; , , , , .,„ , , „, . . N ,,;;;;; ,a, ,. _<,_,_„, ,,,,..„ QD ,;_ 2,,,,,.. Cn O ..._ ,,, _,,, _;_, it° [- < „ ,,;_ ,, ..,,, _ - O C7 0 x 0 !I! A L . ,, .., . ,,,,, __ 5 �a _,, 5 8 _ - ' 4 = = C (.../1 Z O , O m . N _, y _ i . . ( (D O 0 = J N (D J << O -min, V f �-' (� CO J Z 4 z - ,��IY.L 'S 0 d N c+ o o n = o -, army. CO CO J J - N . . C O Lo,,w. o (n cn n _ w = 0 - 5 CO O (D O •• • / I--' N N (D O c -* O V IND H to J cn -h (?1 CZ) P.:!__30_.--- 7 1 : • 0 -0 N c0 O O 2• . e 0 r W 0 N n O � i v• 0) y N O W D z i 0 T o f c 03 01 N al p' ' , j: - o, rn O o r •- ::" n 0 < a mob � N '�� o m D o m • 0 0 x 0 0 D_ = N O t0 n ('1 ▪ rr - = =- J n ^!�AI�An''•' X ::*,: a Q f n D i - N n O -1 W 07 —i H 'J N W rrt (D 0 n D C O (7 ('> C7 C-”, m w � � � X (D O --fi Q' n rn j � r o o r- r- a — 11 ca o fl V y 0 V J a o r r r r I P !II o co W "1 III n C �� • - z C n wv = o CD - 0 n CD O D LO 0 0 CD IN) 1 A N O 0 �I O O <-,- O J n N O z s 0 O O O O O a `Y L.T1 70 o (Jl - -• 5 • N -h m o V 0 0 Z (.n Cn N (n (/ ( H F w m m m m m CID 0 (5 A 0 D' L D O d- Cl z 00 V.0 a 70 m c'1 70 D m � (� - fl, o T1 O .O E —i -n (D 0) 0 O r '? - n 3 Z m m a 1—• n r o Z = f,) m n O 0 70 (D O cn N fl, I..., -D I---, n >) c (n (n (0 01 H n CD 3 w c, F-- o i--= . n litir co 70 > 01 W W \ \ t--, N n IV - o N . W - 0 (n CO H, 01 L " W ' -i o 0 O c 0 cn W c , 3 Y r 0 7 r 0 0 5 - 1 J l- r-r r+ a m TO cn n n a M 0 o v = `3 • a nn0 - z Qac • '.--.1 0 m ro v, C 0. fD F N N) X ND IN) ND 11 X X (1 ' - a A A O Y {„ 7 .... < ro X X (5 A A o C -p r+ vi VI ..O -w � . - & cc) cn v 0 v ro ro n o, - v - a Olt n N W N N n co W W O 01 or z z n O N O 0 co CO O x N — r r x O O ti _ i 03 c " o T T- D, = ill III \Q c, c) c, * ` r = = a rn a S x 0 - o v r+ — -, w 0 co L =`.-:,F-r7: n r* ccn n p n a, o o ro m w J o o < 3 c.0 01 0 ro n L_ rt N � N - I i - -D c L r N 1 C . . 7 .4 7 ' 2 '=. ,.,_,_ _ �o 0 < W .A CD / > X N V iii 11/11....111111111.111111.11.11111.111111r I i I:>;: ii5; 1/1 0 o z N N O r c o o W CO W O n n n� O , r ,.. 4 4 ' a ' to • �� L C O Z C O D r - '� *Y: 0o co co G7 r z D G " .�, •. 01 f../1 cn r a, z n >.< m CD 0 = A (7 474%g4 " : I ', ' A N x v A T x n f D A n D Co CO -i Co 0 N �'I / // ,-. c 3 D C O C') C C7 n T O W x a m n O 7 +j 3 -� r C n. • r o o r c cn -, , v r r r r r\ 11 L N II c cn — rm n L ► CO A n W (0 111 111 co 00 01- ow . :o o,N. -. c1 w-no N r-+ -P. F N m 1 --I C 03 A cn m -,,, cn O O O O O _ « - 0 -n 0 c m Do cn cn cn cn cn r f • w T T TI - Tl -5 1 m z O Q V1.) (0 O l0 CO N d 0. z V T N S O D ,_-,, W 0O � m c) D m c0 . . co T n' z n O O T v v CO -i o r -1-1 3 z m m a " r- 0 � z = J N ,; O c O n CD N a 11; W C-.1 O - ' Q X) CO 01 C 01 1 CO 0 N CO ------ '� \ N -4, o. n N 0. ) > - '-' - 0 01 op ,— 0-1 -- --- co = o O CT --- `n O 1 o U A T n • • 3 • . . I c m A 00 O m I L J -+, r,• r+a 0 '" (D 01 0 2 tl C) N r) cD rD F 2 V .p '� F--� H J 0 O_ n. (D 0 0 Li o ptt0 l l in 0-Z 'z N O CD (n (1 a Q D ,... 7.d rc 1—• N NNNN n 7 X X X X C CD T� `< p, < rD r+ AAA A L , rD X cn fD 7c A X rr n (n N (n (n a, ee a -i li / W III ,■ m , r - - o v 111 W ■ y ^ CO W W N N W O c rn + zz r 0 0 II A --• 0' r L _ - _ _ _ .. -+30 CT < N • T 'g < O N CO N a 0 d a w m • G V -1 L, ,,,,,,,.,,,,,, D .. _ Cn d t"+ a -- - _ o a .z "-,.- O f r N a, O A _ - '' J O N _ _ N r•••• " rD a, z 0 0 ID v CO (b N < D V) C C v - 7 •,--;,--:;',F-7 - -_ > 0 0 C7 D Z co n = • J N W N ......., L o C A 1 p' X :1 co c A fire' c n '-' !� W -__ • N O 111 Lo CO _ - - _ r - CO O crn v L.-=.77, '- :1 ,,, o oz z r N +o `• V ~ - n N N 2 m U'1 O 'O 2 C 3 r a ' c_) Wo �A io";.110... • b � N . . N o Q • IA �• 4 7J <-t L- ^ , �1 Q 11 To n -- h U1 .7.' J 0 N O O • 7. 0 .� N D r - s - � : ••� 0 z D - f �j N 7j o c) z m o -m �= r c. 0 pc N c0 • O O c0 c A 1C- ' D C1 Cr) a 1 C 0 C) n C') C7 T 0 -- m - r c C' r o o r c-, V z n r r r r (nm m z D o _.1 --+ x co f W D r A w A O A • —I z n W m D A I-` N m -I C E A i • N O cn --I O O O 0 0 0 a o A m D A C) (7 Cn Cn In Cn Cn m m z r (T m z cn 1 1 rl (n 2 O CD m ao o •• (a c o O ' -I - n • z 1 3 z m m N ■ Z 0 n N O n Af a , v, - O n ( m A Cn rD O 3 r-• 0— O I--` . n co ----- n' 1 (xi ➢ 0 1— ' W O o 0 - O cn CO 1— V w a (7 W U) O 6 = = L;„, (n 0-1 (o 0- C'r N 3 y_ r o z n n n n n v o 0 o co o co (7 m T - 7 m T T n () A D 0 0 0 N P g 75 l D W W W W —I O 0 0 0 0 0 r O- 7 - 1 911 — (7 n C) C') (3 77 0 0 0 0 0 0 0 r v, a, o_ J O m Q E O 7 0 (n m (] x x x n CO 70 0) W U1 C.7 U1 a w ^0 ,--4- C O A A A A O CA C/) (/1 (D al C D D -1 Opt n ( /� .TJ m T T T T T W N N y D D D t3 sv v a (0 z z f) - 7.-- F-• z D w F-7 OH L. - _ - x - * I--• F� N CO N O N 07 Z O N 01 •--• N N N • -° : O O CT O O A .� m m > 01 r. r O F--• N OD U"I N _ z (n o Ol l0 W Ol - -2, ° v � > m c, w v A O O O O O 7 0 7 ` m r a z o w (.,-) F- m a L.._ = - y� w cn C71 cn ^^^ 0 O O A A A A O CD ct CJl C 7 77D .� \ n W n v 1 v - 7 - 0 70 - D A 1 W 11 X C/) n7 r rn r r rn • 0 0 ' CO F� w N ---1 m T T T T m co -- - L O W N �--• -3. ➢ rn D m O w w \ \ n m o A - a a o A 3 A N F-• O F.-• 7 (3 H rt c+ c,` r* • II 3 - _ 0 r \ III • Z 03 (D (n O V m W CO CO .7 m 4-1 C al. O CT CT F� - E - _ 0 . C CO m U'1 O Ul N W (Il CD L _ _ - n W X O WD W - - _ �. N .�. C 0 ) 77 r .. Co 1 71 z _ _ T W N F- N Z (II Illil 1 ti, -0 g N . _, „ , , , z s x ... _. :7 - (P (T N N (T T W F 0) co 40 40 A - i F-' T O (51 O �N CO s N I o . 7 r-4" 2' . ilk - W F-' al O V O --- (!1 co (n L _ a , , _ _ _ = , , , = CTI _,,__ . r„. == O O \ Tim D - III m m r O O m r0 W D (/1 O -1 (/1 O a, F-• < N r 0 ➢ O? rD 0 N T_ m c+ V W z .�. r J J m m o m S a n a F-• CO U'1 O c", - 5 W O (D O ' z 1-4 n w o z7 V z o n J �� • I L v w:L 0 0 a (D `� 10i- , J \ 7 m ROB. J o.- 0 f pi I .! c • . . . ■ o /A 1 o z n - lib r" r 0-0 v+ (n O r o A �' • V r - O ) - O 0- 2 1� a- i : C N rD G� W Cr, -I 0, Ol - (!) d Ol O - c-F O • N -• �1 • • O / W � (Sl (D CD U'1 H O . ... .. ,i \ W III r �. O m CD -I, CD m O s o W CO CZ 17 7 5 0 n �� A ` �p \ o n (n n n n o 'fir r / • - •- i7 = v, Co �' IMIN -- -. O K 0 Co te 0' Q - g D 7 n O -I CO CO - I - H o H (D - 3 0 C O C7 co C7 C7 m Tr 0 ._ O o C1 !'n z MEW -i r CD a Co c - 3 • • r o o r ._ 0 fl ( V CO (D - z (� 0 n m r r r r r - T 0 7 07 0 LO Z > O t - • CO n, - c-F 0 0) 0 O) n • W N 0 �- - r- JD • F--• N \ J N C N 0. -� W - 0 L o J N -5 1-• N m F-7 ~' CO F c0 (n fD =1- 6, V1 77 -. co 0 CD 01 O O Cr: O O A (D °' J co - _ z ' v - 0 -0 00 H •.377 O C) "' Cn (n (•1 Cn V) O 75 f • HI - n m - m CD r7- Cn o 7 5 0 0 A O 0 D o a m al 10,, c7 a o 0 N 77 m C7 0') D m W 0 n - n. O D 5 - 1"1 n 03 = O r n z m m J Z - ir CD 1•71 • a r 0 F.• I 7 0 1 co N -• O_ ( c (n (n m z (n II (n m W v - O F-' d • CO 70 0' 01 I --• W - 1 CO cc, o O D o - • V co o (1, w F- On lJ 0 lJ K F-. w _ _ N O (T F. N N CO O o Cn T m V C' CT J V N 3 N N ��11 y z N C EL r (n r+ CD CO --I O ro 0 0) 5 0 fl, 0 0 , D rr J 0 r o - 0 m . /3 O < o a n - „ O iD .. __ .. J ,-,- CD CD O CD J - n n N 01 Cu - 0 O N J -, CD a /3 -. CD 0 - �I .o. o -o D cn _ <-1 o o -5 -z _, k' w Oa' O (n -1 O a v1 a s n�� CT O O Q C"') N N N N y - s r a 0 x x x x n > a N -- O CD a n r - J r+ co r il w F '9 '� r+ (n m 0 E N O M to a - I (D N (n 05 OD A o c - o r (J1 n 0 =k n I O W N W N N D O O W N O t1 �< (T O r+ W - Z •• Z Z n O 11 lk O Cn 05 a N O - 4. W 0- ,.n O co -4 rr _ _ _ - - - I--� * ---,1 v �. _ a •.-4 N W x Iv - ---I a N O co (5 A N N n n 111 Q CD n x -0 - � 11 rD 0 m J - A vc� V CO v a 0 05 r 0 N -I - z -,- m o CO _ r 3 a 0 a __ -- - - X r_• O r m _ N a n W N o - N Z i ,,,.__ -` fn T W Cp N A C t-• .. o ( O O O D • U'1 CO O W rD _ - _ 0 - h N O - 5 - D N W 0 0 W N N N A X x rr -3 0 m K O W W co ca a /V , cn C •• o l(13 N �� N X o J < co m O f I W 11166 \ QA a n 0 .-- 0 Z - a (D rD O _ 0-, I - A - { cp L - , , c 4 - 4 - o 2 7 - W O =-7 D < ▪ m y _ O - ▪ _ 00 to sy _ r , r+ a ° E O O _ w J 31 I-` x a (0 U'1 W O 0 � s lfl Ol % A li (b O �, 111 o O V 05 CO _ 00 N O - T -'. . , .- : -C-:-j1 O n t $ n 0 co O O < m W n (o as x Lo T W (0 � 4 L E' - : ' = - o - Z O D N _ -- X G < O l .2 m z s 0 _ - V N r-1 O t--. O- 0 (,,) o 01 CD m O X CD - V CO W W OJ --I O C -) A coo 7- /r ♦ - i�il C7 CD C7 c7 c', A O to ?c J �' r // III a m W h O 0 3 7) ••••• '•• kl./�. VI O a l er , . ••••• • r■ - -I? ° • n O rD °, (J1 ;o ,. , a. . cn t h W D r -I -+, > 113:1 • � , • ` w z n ,I�, 7. ,, C n Cn V ,O N GD Z c W Ar. rJX � X ►* 0- n m /// O o rD (n v n A ♦ A W O D 0 O O 1 -- W W -1 - I - 0 C 3 0 C 20 O cm (7 Cm ( m F-. $ i r 1911 o m a m o , r 0 r '� A C' :O —) --J ID m r r r r r I N m ,O c-- D o -I 0) _. 011W N H N A W 00 N Cl, a) N O A H ,- , Z O W A X W H Z O I 1 0 -I X a N 1 - 0 1 - . 1 - . — O -6 W -0 p ~ N O CT1 V O \t III �y,,, qi v OD l0 01 A V -i C CD 01 A o O U, O O O O O A A - m c CD o A 0 CD Cn (n C/) Cc C C1 CJ m T T1 05 1 - r1 r Q 0• W 4 rn Z - S 0 o- W N u--. N Z a -1 3 , O 01 Cr! 00 OD W O • • a rn V m (n = O p 17 . D m CO A ((3 C7 777 D m N �+ O') Ol N N CT m n- '0 O O C --1 m n co rn co ,O A v •.-1- z 5 3 Z m m 0- 0 N o r n r 0 - 0 1 n c) n A N v r m-> 1--. N ((0 c. m en U 11 L tSt rD CD F V ? a co N cn - 0 00 1 Cn < ,\ W m O Ol T 1/117S.1 O U1 -4 t A ce O 3 L. C0 --I I > -((0 o 5 -I O 0 -1, D N O O N a") 7 rrx E00 v En F1 : r j 1 l ien -0 7AI (/4 Z0 X X X 0 71, CT p, < -o ar W AAA 77 • C" 0 (D C Z 0 (/) (n (/o (D -, -0 v v w. 7. O Iv -I �-` O n I O co Do 0a, CO NN r„ W _ > D �-r O x D r Q `-r Z Z r 0 A (.5 4) 0 C0 0 (D 0 II ( x -z r* je:.: o _ - * A co I V V IV -. Z 4 N NJ 4 m z �, 01 N 01 V A O -I N ▪ -. D c 111 A zw v i W I? N n Dm x o, W W n n -. IL , , _ ,,,,::,.. 7 l' '... 3 „ ii W O W N o O v o co __ • ' - 1 CO W cnT co L m - . . CO V Cu A c� < Ul % W ---I Z ( a. rD J 1 - � 7 .. L• I--. (D O CD-- CD vm� 01 al a m o w C.) n 10 „___., , _ _ _ , _ v v m c O m z as - LO W I -' N Z (n Cr - _ __ W N 00 CO W 0•• CD W o L co •--• 1--• L.1 T W N 0 W z H' 0.1 x U"1 x di 0 L, . , A. > . "1 . 7J 0 ,, __ (n O N-1 D 0 CO , n MIN (n ,__,,,,. m CO x 0 r r.. ' .; - = a .”' .--%, a' D .0 0 CM 0 3 0 0 7Z3 (./) C f 700 <O AZI (D 0" r 7.N Dz 300 (n J -. m m �. ---.I .-7, 0= T 0. N S i--i 2 Z r+ (p i • 0 01 Z - T -I r r n - ()' 10 0..,(x)>< X CD m m (D J C $ O W C70. CD O 0 ? o /.'I v a- Z. O a 0 N• O �1 . t f • III Cr) z T MI v1 -I, (n • . ... . • } _ 01 r Z Z Z ro 0 • o= • • ca ♦ T�. . l0 O a. al 711 -1-4 c) N 0 -h 01 • D O T r O O o g .� nm rn C., n a O I L tft I& .11A • 1 %. - OJ • Z X (D 1p .... .e :.c., cW 70 Da- m00 O CD d0 co Z -I cr /. k p (n .7/ COZ (D (D N D IL /`` r I I (n (7 r C 0 0 d d (0 CO 1 CD Z -i zG'D c0 -ID aa F' - 00 Gt r -.OZ F N • (n _ 3 CM /l D -1 CO CO -{ - C V � :4� 1` Ul 7z O D r� 0 0 O 0.. m D = O n C7 CM CM m 11 T r 0 d 70 -H -. v • • r o CD 1 o x 3 01 ➢ -1 (n -7 T -I ct V cn _ - or C�-r - 5 r. 01 Z > O - Z 2- (D CV '0 CO rn •M CM I• W 111 OT TD-Irn V/ n W • z70 ZT(n (n T G) D 0 •-• 0 - v 4) o-3 2- (.1 2 0 D J I-+ A I--' N al = 10 W m V) D r-4 (D Cu f 0 -, . 1 . N O 01 -- --1 O _ r , 0 0 0 0 0 7-m rcz 0_ cD 01 91� NI czv3v -IZ L. 0O V COa C) C') Vl (/1 VI Cn Cn r v N 70 ➢ 0 . m m m m m W 0(n O -1-I -I .•-. T C m r Q o I` °' Z D al 07 - .TJ 3 L7r m0D w0 0. m V) Z (0 0. Tl V -I Z1 r • 0) cc �v 70 m O 70 > m o m z 7o r z 11 3 z m m J r.� -I • r 2- v, 0 -- CD n 70 CD zi 0 r 0 -h al- 1- - 0 c 1-7, m (n m z 00 co 0) N m (.31 II o 0. E o Z I-+ V I -I O 1- • 2. O A 77 u 01 ■ ~' 0_ (1) o n ! 01 ➢ o 1--: v Don co rn -D <X 01 <") 1J I--' W N 00 O 01 O 01 CO m 3 I - .. co -i r z w D r o0 ri 0 ••- 0 r A O D N > X C l 0 V N 7 --I i Cl m (-1 X : -0 X £. 0 C .. S C C a ITI 10 H H Ol 0 0 cm (D . 0 0 i 5' . _ f — W co c) .'9 O (1 (/1 r 1 CO CD N O. Q O' P2 R 8U0 O 0 m TA 0. r Cu POO N N N (1 p 2 N N £� £ N X X X 0 p1 fD O - I - W _,- W X - -0 F. • Q • A --r -. A 7, a ^ 0, 0- (0 so �o (n - - N O P O rd 0 . [':=''' c O 0" aQ �-'� C .0 (n :O d 0- CD k W H+ N r1 (D v D r-r O" ,--E N ➢ h X r O" • 0 r+ - C Z r = A C) O CD X co O z (D ( N z D N -I Ol A• N Cl Z -. = O = CO N (D N N _ % * ( n (� W (D A.p - CD -I r X N m ya 1: ♦ cw O CO r - 1-- - O A N 3 ? : `z' o n n < CO (.n Z N 1-- 1- C7 X 'C C..) 0 WO' 7C V1 A O( -". o C �� O O U1 0) - 5 X - 5 'p 7 CD A X 01 N by r - 01 Z m G# 00 A CO 0 U1 0 Z N A a U1 .r R 1�? N 07 OD W 0 O 0 O 0 W - - - 0 D . A _ -4 10 N CD N 0 !D 1-' ■-■ n - N 0 0 V,\N v J 1� 05 '0 al C7 z 01 i-� F' V W U1 n CO -i C =0 O n = CO m O Cl A CO X C7 F F • - _ - _ - '^ C7 01 U1 A (D (D ✓ _ _ z � W A C O' r 0 a, 71 z 3 3 W i-• N Z V 1 Q Q _ N OJ (.J 0 • N 0 W o o _ W Co 1-- (n - 7 - m _ )1111 U'1 �u�� iii* 2 4 ..,. :2.4' = 474 2 = ,JD i N X $ ` Mk to _ - � to O �� II 10 = Ul O L - , ,'. ' - ' 7 f , ,7,' 2 .-'_ c/l M O V) Ul in ■- IF x O L 7 ':', 4 = 7 = ,, .1 - ,' 4 f ' m l0 N N _ - - CCl CO 3 10 0 A 0 c C CF ➢z 300 (0 -' tl 0 L ... y �. . ,o . v I .-i O—I m A S (0 101 (0 N� z" 2 C Z c-1- (D 0 (0 •� Ul z� m -i (- 01 0 U1 =0 I --' X c7 m m N Cl 01 J O f O Co 107 G7 C�7 O ("r 10 A .-' n. 0(D 0 . -- • V) Z m m O 0. 0 - fi Ul 4 ' O r Z Z Z < 01 O= O AO5n0C 0 C1C s 0. 3 O ~ Z 7 o O (D -h d'1 /•. A r O Z - I G C - S (D 5- � _. _ 4? • �/� v� J • 1O ii di 33, x J - o z < zoo o M (o c -I v1 n V5OZ (D J Or \ OM Ol Z - A G7 --I D a A O CD .-+ O Z £ N N V1 3 A Z C 1 C m A .-∎ 10 7 • O C O n n 10'7 (0 - n II , UI rn• 0➢ .-- O O O 0 1-4 50 () • = i 10 - r t o >< mm C Cl - 3 i '7 • r O o r +1 v' vi_( 0 -o o V A T r r r r r = X -O r 10'1 �- r <-+ x (o ui z n O W /// 0mn'1 ➢-i (n Cl 0 �� W C Z A Z m (0 0 n - z m0) OA 0 (D - .. Z cn 1 o 3 3> n 0 ➢ A 1-• N Z C E r -I (D r* 01 £ A 7) • I--' N O (xi --I O rn - CO m - r (n 3> o d O -� ^O O O O O O 1---• m DD r- v< nm o N C z v 3 D7 < z - 0 - 0 - 0 - 0 - 0 • -'OACCD r 0 C) (-) (n (n (n (n C/1 m A (n A D 0 TI TI -11 T1 T1 W 0 V1 O -I -I -I « C ( 10 m C m O m Q o co I ZD m co TI 01 3 I ` c1 r m o D 0_ w n lop I rn (0 > m N O m z 7 10 (0 c (n . n O I D 10 —I T1 n (/ 1 V1 0 D O Cl - o 0 n 3 z m m 0 r D (n 0 �- C)x r co o -n50 GO = 77 CD z' 0. .r m (n m z N 1"'' - (n I" A 0 C1 W F O 3 (n c, Ul 101 a 1 0 ' o 1--' d n ! Cr, • D o 1--' V o co Cl on O 0) (n CO 1--• 01 (-) 1,1 a, O OD O - U"1 to ( N J - 0 Z J n C./1 ( C1 -1 C O W CO -1 -I V1 W -I �. I 0 0 CD O' CD CD CM C7 CM c A 0 0 -I C-I- -. Co CD CD - J T r* 0 71 ,6 CD 0, n O n - 5 = CO o o n n A -< 0 = 0 E n T T T T ➢ 0 0 0 0 N 4x (D O CD C1 c - 5 - 5 - 5 r Co 0 v a _, 51 -0 2- 0 p, -. 0 0 0 0 r Q 0 n ^ '' � CD O 0- = 0 SE E C r N 0_0_ D a ; o tlp J n (0 O 3 0 0 - J N 0 = C 01 ➢ IV N N co ' O 01 (J( m 0 X X X Cl _1,'.`' -' A N _ A ('1 A A A 0 < 0 0 0 O O O CD W Ul 01 (0 C- 011 N N o CD O r'' O A A .A O (l) C/1 N 7 a . � y �. "0 C'f r t0 J i--' N C '0 A '0 (0 r+ no - 0 'O - D A , G x co a' • - CD O ~ 0 0 N CO O r r r r r• p C N - 5 - 0 N \ T TI T - n T (J N N n v, D rD o L -5 CO rn 0, v a fl, c • • z z - 3 w Ol o r+ r+ r+ <-- • r (D N C1 0 O � c•' A O L - 0 CD N ,-■ � - - M _ CD CD N , co N N • N J n CD < N N • O 1 N M O O i--` W I-` L7 (57 N ^o . ,, , U) X 0_ O 0 -- 0 0 N O O Cl W (T X Co W c- CL, A - 5 Cu N - _ O O X III CD O O 0 c-t 0 0 X d y c Li) 0 01 0 (0 0 0 v A 0 y C 0- J d r 0 ti - X Dl ' 1 g O O (D Q r 2- (n C1 • ti: , _ 7 ' " : - .1' , "° n N I[y 11 us 'l CD N m N M (p W 0' O A W Ul 01 (D 'O, V A III ,, x z J O O A A A O N W o- CD o, f1 0 C 0 - p 0 d o - A A A 'o A z Z _ = D r -Z \\ w CD - 5 n o rrrr • (D N T C - s N rr T T T m T o 0, • r+ 0 0, 2- CD N C( C/1 CD 51' t c m • < T J 3 N (5 C C1 0 F-+ ,- • CD (7) ahh■ 0 CD '>] C1 N 0 • ( 0 N "0 CD 7 , ' Cu C11 O (11 .--' __ __,,,-__ 4 - "; 7 -; -7 -; - _ _ ▪ ; :O W -= 0 O -' -' co_ N _ _ r ('< CD fl, _ O Ul O 01 W "- _ .- C - T 01 ( - (5 0 O N ,==._,.._,_ lrt Ql (D •11111.1111111111111101 \ \\ (D 5- 01 0 0 ? A ▪ - - (p O I 0 O _ co 01 01 O L ,,,,,,, ss ====,,, --. < o- 25 a rA 1 mk , _,,.=, 0====„0 ,_,=_„,„ ,4,, } O J 0 N A + O N (n d • cn L ▪ . - - p O ~ W - - .7, : 4 : 7: -!,,' T 4 _ , -- '-' — 0 cn 1 W III - � � ( x L + _ , _ = , = - - ter -- W z � o 7o N r T op 0 O C"'1 m C D LO � W -f N rD ( D z :- -3 co O = C CD -5 X c0 c C'1 0 O C1 O • 0, V W r C A N O < III N Q Z ....... • .. t p V CD 70 c-, O IP— v • ' A U � C CM CM -6 Cri O • Z •O 1 Q • 0 U O co (n A c'1 O O ' a, ➢ r O -i - h Z . P. O •� CD V CM Z X CD , A 46 IN) .. 0 (0 0, z C/1 N x v •• - 0 n (D A 0 y y i O 0 CD o o 0- o H 0 d C1 A C'1 rr Cu n - o PM I V O O ➢ p- 'Z C) Cl/ C 1 O , -1 CO 00 -I - I 0--• 0 n , 0 = O CM CM C7 C7 -- h 0' o 0 0_ m • A C O o_ 3 • ' . r o o r J n v -n r r r r r o � `-1 o Z ➢ (D N O D(0 (5 o m n W z 0 co A N r- (D C-)' • - I Z N I'. • 0 0, O .� c1 0 W A Q -i C 1 J A N 177 O T 0 ➢ y CD c.Jl A p . N O CTl - -- , I O 0 y r a • O 01 O O O O O c d no m a s C z ° S S - 0 S - 0 o J A co (n n C./1 ( C C7) CJ) O e` I . m m T• -n (A 0, ,-. -. 0 C1 m z O' 0 • N z C/1 0_ m Ul O • • C1 l oz, C. -') (J) S 0 0 A 7 W c0 :Z7 �T'I C7 A ➢ m T Cl (n z 7 O O -I m n o r 7 3 z m rn 01 r 0 -- n C7 c A fD N r� c co 1:) 1 (n rl , Cll it CTt tD •3"' Cl W O a CO A u Cll - 01 o N 1 N D 0 "—' K 01 -0 0, co 1— \ W rn N CO i O V 0 O (xi O 4 N r ■-■ co —i — r 0 z - 0 1-+ - 0 m f O F r . O n n A CP n (0 (0 0 73 N ' _. 70- C1 7 ' -< S C 0 0 0 -4 0 F a O.?. . • O P O n 0 7 I N N N n v cn X x X n -41 -,,a 7, A A -4. 0 N' W O C7 (0 - O - 0 (0 p 'A A C -D N C TM n (/1 ( N N f--+ 0 - 0 D O W C M r Z Z o CD r x - o •• 0 o 107,77I _ (r1 fir � j /� �I (Vil G) r I-. O N -1 3 o v o m D D r N N v Z C X o z 4.. m ' y om C 1 11 (0 7J 0) _ - W v m ' -i m G) co . 0 0 w = r) cm cn m (0 L T O h D r D x cn o m o C O co C/1 n J O X X A N ro H Z c. /1 L '.=.: o p :_„,L__ -0 O _ 0 U"I fi T C7 ',•.;,','-.-- „ _,,„f L = 1, Ul CT X A v v N C 70 , � X m - v co ---. ND C 0 a ,-+ x n 0 1 W n cn o Q t • v, o 0 == a. (0 v I • W fD c< •�•.• • •• . r • O O `� • 0 tar' � . 0 to Q N \ C'7 O fpc L r:„ t 21 IN / � •TI TT Cr W D o AI"? ` m r co CL d n r * . • n ° 0 0 r \ E D m N (n o PO )" O —I oo co --I —I 0 W A 0 n 3 7 = O CTh (-') C7 c--) - n s, co O a m • (0 —I r r o o r\ � _ ,-. -{ i ' r r r r f --- v1 0 (0 ° c C'7 • W (7e 0 n o m z \ r - S W - o . \ O • D F- ' F-, N m O 0 (0 CT1 ( -, N ? 1 P - c o o CD o 0 0\ m ) (7) (/1 • V N N w I m m m - n - n ro - c o cr n m o c.- m (.1 = o o m n m C D rn - z O CD -I -n 1 3 z m m a o 0 Z = r o O n '0 (D n 1-+ 0 I-- N • d, (n (n m A (n 11 (r, ( (0 0 0 CL OD A 01 N N H---. \ Ul N rn 1 W D O 1 _ O - o CO 0-+ '\ K - (..) m N O v C-f. O O 0l 1--' • J W v, v N VI ` 3 00 z ➢ _ n m W - n m - r 0 0 (o s (o 05 05 (0 C Q 0 0 - J m c ( O O co E T T T T O O A D C 0 0 N O t p G7 0 0 - 5 0 r r CD 0 0 V nr CD ' • o D 0 D, 05 0 0 0 0 r 0 - 5 - 5 CD 2 m atl0 J O J 0 C1 = C r- 00_0 D p O n 3 0 Q �ryry O J 0 C W➢ N N N Cu . . S i to 00 T O X X X C) O ( O- po 01 z A A A O nv a C - 5 0 0 co N v O w cn cn N a O 0 O A A A O N 00 - ((c j . -0 h r* cn -' N C m -0 - 0 (D �g -1 m r - ov0v . - O 0 v, � o O r r r r• --o in n 0 o N T T T - n T co N N D o o D o n CD < 0 CO r r :y • z Z (D ^' W to it Q O 1 r+ rt r-r r • 3 ,0-« o X - 0 Co (n F-+ * 1 W W CD O 01 O N O N • w I` O O x III J n 'S 3 N CO A a— _ J 7 (n O O 01 O CI x ro o r* r z c--, r x d Y _ m G� ( IV N I W d= Cn o co O O o o v_ A -3 m - x P. III ,�� ° ➢ v a _ _ - n r 1 �'� J - s rD 1-• m v rn r- rD W U'1 CT1 ro _ T E Q O L A A A 0 N rt C CD i11 J 0 C - 9 c-r O ..,-3 m v 'O - 72 . Z = D m a, L J r r r r .. 0 re (n -.4 I--' C (n - T T 'Tl T TI In K _ Ut -- r - r D rD - CD C/ 0, O. C r + * r+ r r • < I C./1 -5 = 0- rD O T OD N 0 C1 N 1-' 1-� 1--' • r+ O J N O D al -3 1> O A O Cn C) v, s J t0 O1 O CT O W k T - - _ J• O O Z CD c0 c-, c0 0 O c - * OD C"1 � M r+ (n O O A CD 0 • - r F-•■ L7 CV O i -0 A CD - 5 -h L a ti Cr 7 F+ C N N - O Q ...._, = LO N N J ..,_, „_,., r . , •-■ C ,=> 7 ,•-", f ' ; , E - . > P n m 5 r , m ti c - -- Z CD -'• o N N N J p C O T r L,,,_,,„,,.. V X co x 0 •• n m n rD 0 W O 0 N C • 1 7:7 O O d • d d ... '4'• ... � -I CD 'S - 5 - r - 0 c co J O ' c c 0 n ^ ty A • a \ y: 1---• C r O .� , sn � : O N D� = = .. - ,a ir O • .f, y • � O N Z X CD a • • ` °� O T < 0 y ' • 0, r CD O m O • z (n v, x rr rr k _ r' o• co -o = q V O o o n C0 I o 1 O - 1 00 CO -I -I - A 0 C7 s 5 i C O CM C7 C7 C7 0 O 0 d T O I• • r o o r O c d --1 - .I a C/1 m 0 - n - n r r r r r r,. -5 Z D O LO n r d O o w C • W o r - -- Z N O CD 0 1 CO m O T 0 ➢ _. ] I--, A F-+ N m -1 C O rD 0) 70 ti 4, N O (51 01 O N (1 • -i !V m • O O O O O v - • ° CD Ul . C Z 0 Z7 70 - 0 .TI (--) 01 (/1 (/l N (/) r Z • c= T - n - - n TI T Z O or Z Q m 01 O • • d co 05 L T N 2 O C7 0 A T O �7 rn (0 �TJ D m N 0 v o ... 1 O D — I -7r1 C1 0 r 1 3 z m Im 0, r o - Z = n O n 7o ( 1v a c 1-• 0 N r c- N m 01 U"I CD 3 i I CO W C0.• O 1—` • n o � 00 .1 01 ■ N 0 N N U h 1 W D o 1-' - A -0 cP Co H� m K \ CO CJ LO O O N 1 cn cn cn 3 Z r- co CO W -I -I -I (/1 OD -4 poi I r p z n n n n n n 0 0 • -4 ("F m rf m lD ter., 40 O B 0 0 a n m T r T T T T ➢ E = N ,1 S N -< = = -s 'Z - 3 - 5 - 3 - 5 r 0 0 0 V a � ; - D CO O 0 0 0 0 0 0 r 0 - 1 wm J n A o 0 r n 0- a O T 0 O O' 0 D N N N d • m - (n m 0- x x x n J -1 ,--■ A ("I A A A 0 LI a < A W U'1 CT1 U'1 ' U (D 0) O 0 A O A A A A 0 Cll V1 N 7C ("') 0 0 A 40 L O O e.A '4- A A A 'A A A < n V1 A T T T T T T T w N N y I )> "v D D D r of 0, 0, Iy ar a 01 z z (0 rr or or or c--I rI • r 7 (0 v _ 1 0 0 r--- � n � � • 1--, N w Z 1--. O N O N O m N N A s r cn O O I--. (r1 N 7) LE 0 3 Z (n 0 0 CT 0 0 01 X N 5 J==.. A O O rr rr rr rr r• rr 0' - - = I, A 0 0 0 0 0 0 0 4- - - 2 D m �. rn N O r d y X O O A D d z. .: : ! : Iy� _ _ n cn W -- ro x * O A 0 ` I ' N W .'^ W V1 CT1 tJ1 m (D f 1V- X III O A O A A A A 0 r T A ,,�, C') A A A A A A A ›- c 4.7) r r r r r r • CD - D -{ T T T T T T T N II NJ ~ X O A 1--- 01 01 0) 0, 0) C7 - 5 elD _o N o III ,�� W • -IZ rrrrrr1- rrr«• < __ ;=,_. =0, =_0,_„> ___,_ _,__=_, ? 0 N G' (D m 0 l0 T (> 1 (.3 I-' h-, Co -I 0 W O W O • m (r c n o 0) cn o cn m • A E 0) 0- 0 0) 0- 0 4- 1 L,,....0,0_,_ >=0.0,, C z_ = ._ ,._ 7 _ A r O 1- '' 1 z o z (n as o •• _ • I. A CD (0 co, < ' -'' '.-. ; ' 1, ' Y --' ;?. ; i - — Milk ';'. is - T ~ 0 O • X III 0 O _ Co C A - _ n Cr, C) CD CO - 10 0 rD _ _ _ O (.T a CD S CD 0 - < N O , CD cD o -h `< C E CD n CD z O CD "O O CD ca J L7 d J CD 3 CD N A CD 0-Q = rr o • n o 0 5 S A n 0 0 0 J.,,I__,. v • • •. CO 0 0 O o 0 O f ,• • �/1 N co 01 O 0 r* 0 N '^ 1 : 0 N I, W c-r O J - s to -a, O V/ rr d 0- <n� o r CO • • � ,. � � i r-+ A I/ W 7 . 0 N 2 - CC 00 on "•� • Q r D /// Cr 0 0 o c w n LC' f •� : D J c 3 Co v Co -I -n r : X VI o CD CO J y • : J n < 0 •�.. •N r N 0 m rD -, Cr CD m O OP r c -- O . ,, O 0 x UII ty i n C Z rr (n , /1 O -4 CO W - — I I r - r CD A 0 n 3 0 C O C7 C7 n C - 11 �' E O' N O (1 m n D A -i I- CD 0) 0) -I, - 5 A 0 co 0 ' - 5 r, o > r r- r r- r 0 0) co 4 o rr Z > O O 0) - rr - O CO n • W 3 - c0 0 r- • H A 0. Cl) 1 N J J - 5 C 0 W - 0 o O V O 0. 0 O 0 • ➢ If; F- ' 1- • N fn O (41 O to sy CD 0. W 0 N O (SI V O • N • CD M t0 -. < IA v v Y� z r./5 c0 rr c0 0 co n (/1 N V) (l7 C/) �, f • w 41 'T'1 'n - ri -n c0 rD r~ v1 o (0 A 0 o V 0 o Cl. m 'n CC) z a o 0 n, 0 -n W In .�z. La z m m N -' 00 0, z 'n O, O I (") A D 00 —1 - n 0 0, 0 r cn n 3 z m m _ 0.1 n r 0 -- T -4 I C) � = N 40 N N 01 I' _O N r-.° c55 Ul CD 3 (n (n m al I I n CD a o W 00 N 01 w V1 CS 1 V -n �? n (0 D 0 I-' 01 co -' A <-,, CO ' CA) I N O V N CO O 0 (n W A cc W 3 -0 z ---. 07 00 w -I -I -I C/1 -{ r. o z n ; f. E co �' N 22 - ° D V w O o 0 0 0 0 o r 0 - , o 04 c"1 A O 3 3 3 3 3 3 C r rn a s D 0 r 3 O Q l N J W D N N N Cu V) m 0 x x x n - N - I 70 N A A A O _`� a 70 !!!! /r . N -I C Q n W O rn r-r z z S O r (D O ■ t X X "_' O • L D N N m _ 9% _ : Y--' Z7 /\ ~ D'1 �� ,, W N O O - N O O N • N N X N r E 4, 4 W W r W O CO O �-- L71 A N c m a Ul A v 11 X Z W O Ol O z x v (,J - 'O y L m m ' � - v : (/) O o O "C,..): O o = i m c III r z % A N d 0 . Z 0 cri . W Ul 4, •• -. O A O A A A A D + C 0 __ _ > m T 'O r- r- T 'O • 0 w N m r r r r r r tD N - T T T m T T T N D r M 01 O .'7 ,--, 0, p, p 0, o, 0 C) Z iii,_, N 0 + ._ Iiik _ �j • N —1 01 r+ rr r r -r r+ <-r • • im 11 0 Ilk 0 O T N N N N -. N —I C N O O N O O• X m = m V1 W co C71 W O L71 m • CO 'P O W O O W O N L. - - c- O . . r ,- T + N Z V1 ,..) L _ f. L C ) A - l + ..�. N C/1 O 7 2 - '4 7.. ' - - 2. •-• ' t : 7 _ „,L.,, 7 - - r, - = ' 0 fD 0-1 -s IL -1•>, N ■1 /� .= ,,,, = . ,=,==. _,,== ,, =,=,= =c, ,,,_= O „.,_= =_, ,__ „ _ _„ _ = = , _,_„.,_ _,,,, ,,..,. ,,,,,,,F Z i D V1 n -I (/) 0 a, _ _ - 7 _ (n W °m , � . m � I--` 0 7 = J 0 3 ` � � � O 0, N irt' a r. = o A f / . rr n n , � o a . .,..... . .:�_= n0 J N00 C =O 3 - - A • � .�� . A N ( u, 0' 0 0 ca 70 3 a . 0 0 O 0 k _ O �'�' N � C - 5 O O M O X7 % O o o D `� 0 CD O 'O • co O r A a� 'T1 " r o w D s cT1 a .. ..: 4 m . 0- 0, N J S7 CO Ol -I m, �� 1' �Q N ��, x v �QA o �3 ° / co � .. �G "O ID N Z j ` 0 D D N D � N J CO C', n , 4, Cu l ' •�► o rn o • -ti rD rn .c, A ca v J 0 (n O x -{� _0 CD CD CD I! I flv -a, 0 0 , .G W p. - 5 r: X �. 11 / 0 o ro / J - n rr w o n • 1..,) o v1 o - v � - . - = co o o N I >< a a0, . - 5 ,= a w 0 0 a CD 0 • D J 1-' A N N fTl 0 III 0' 0 c0 (n 0 CD m 0, LP A m 4, N O 01 -- --4 0 e-, 0 J d a --I O O 0 J M c -0 . c. j oor. ^ O O O CO O \ J J (n -n m N o 0 0 0 - 0 0 0 -• M c0 0 n (n (n (n (n N N D O , tD M C/1 -M1 • Ti 'Tl 'Tl - Tl 'Tl a 's O 0 73 0 Q N CD 0 a -_, 3 0 I � ' O 0, 0 -fi W 0 • - n (n S D O ,O Ln o O 0 - I �) CD 0 o r 1 3 Z m m °i 0 r 0 ■ Z = -' r''I 11 n 0 O C N 0 a N N 0 c 1:: 01 m 01 II ,-- o s H- CO `° a CO n ■ W u, CO �' ° lD a 0 N 01 rn - v1 co N w .: 0 O --I Ln I A ol 0, 3 D N o O , , r* a m o --I o m n n a c": ,_, H c? l Q O O V O.. V O N d d D �5 O CT w N N N L L ❑ X X X n D A A A O co � t', 0 wcs r* cn co cn /� `r N tD CO N N O 01 Z Z = co r o O o z -- J rr 0 3 2 X < N /� \ 'A �� m N E' II y 01 N D mG o_ 3 » II r a -- L. N In cm W 7, N Z 1, : : : , 1- i ''''?' . co co J O m o N X a O m • w n /014 �y O • o _ 2,ro- CD N i9 ;- ___. .. ,,,,I,(..,, L ,,_,....,,_.._, ._.:.„ •,1„,_ O _ - -� O ,t,.: ,,,,,,,,„.7._ „. ,____1„ O ,„i„., O < 0_, A M / VI .. X t o 4, - : - -2;T:. - '20 N.) \ II ■� 11 j o ii c -7 _ a , _ 0 Z = N 0 G O _ o a u V N C 0 W O O O ff\ CO 77 O J £ �Mr y N 1 o r VP-0 1--� C o N o > C I > ;3) S ....: CD , > ›.. = • •� I-, r m ••• Z C/1 x v co O n o 0110 O N E D z O -I W CO -I -H � .A = n 3 7 0 O n n n C) 0 1 t o o O_ T -I r V CM • • r O O r 01 D 77 CM V 3 TI � r I r r r N T n C > r o Z D O n r o w ,�7 n • w ' V ` III gr, ► A \ 01 • - z r - ■ - � N - G7 W D T y • I-• A 17 " N f17 -I C CTI z I . N O 01 1 O II `� vs -i r N w O m o 1 01 O O O O O .� C.0 O -0 T o Cr) N V) Ci) (7 `— r f c� w • TI TI T T1 T rn Z O N Cl. Z CO -4 3 O D 7 . d C_.. T (7) = O O A W 7 �rn n 77 D rn O� �' yaO O 0 -1 m 113 z m m °i -1 -_A o r _ r o GO n P V N d F--+ - N F-' 0 c N I V7 m p U7 II crl m 3 3 r-� C O r-. °- W c77 co 1 1 N • m l0 I o r-∎ so 01 - -O (0 CO N Ul CO to LI 0 O VI — v N O V1 U7 A O (P 3 v z --, CO -I C/1 w -{ .� Mks r - 0 z C - o 0 0 --I ct m c-r - 0 0 rn CD - . O o n n a cD c� m T T D E 0 0 N ▪ S = c - 5 - 5 r 0 0 0 V) : y 88,2 — �I v n o 0 0 r v) a n. D nE7 0) N a) 3 O 0 pp 2, 0 - W >< D N N N G ( (n -I � V) X X X n m N A W -� -` 70 A A A O a ili rr n D W D r (D <) i ; ,F 5 „. T .7 ..:, I ,' i 2 ..7 .i -', 1 ry _7 - X . A G) N n A 0 0 - r _ -> m r 9, x CO 0 D a i - - * -o N A ..-- W co __ ro O O A O - D I-- v ) 01 r r • rD N op ..31111 E7 --I 01 '1 T N 1 Du r D CD N O -I z r-r c+ • G CD J N C) CD O CD l0 -1 ∎ N _ - Lc ' - N --1 C • - ) fn N ('rl V V Cn 0 ■-■ ` -' _ Crt IMM MIN X X = Mr 111 _rnz —I 0 N o • N Cr) m i 0 4 ..: ; ',;', , -2 -° r ; a , 0 ;,' C ; I - ' Cl) - _ - _ .n Cr) -3 K _tea_ z��_ t-h _ o O O lir O ..311111111E■ Fi c..) i 7 5 A " 1 . 5 ' A 4 5 g 6 0 W J N 01 -1 N o a, .-- _ _ _ _ 0' CD 0 [D N = N >< -, CD . O CID -, `< O V CO a O _, • O LD J E n co APIA T Alio ..r� / 0 0, CD Q v . J N , , C 3 ~ ' __ c jac., O = C) M 7 I _ O c O O N O C j-J/�• to to d O O • O ry II.. i A A O - o N uo O V CO , = N , C • • / to a co O o i to 4 dl , N • CD 0 CT rDD o 7/10‘1161 � n n - s < 9, a H. 0 m CD 0 CD T 0 m J 0 0 to 0 x D O 0 0 Ni • O a= N c a O ,- o rn 0 J ff �9'gq}RIA'� • CS O CD r? r 0, 0 A '..< 0: D 0 PO V) I O -I CO CO -H H r N M a 0 r) 3 ;: -... - 0 C O C7 C) CM C7 m 01- E rT O a m r, > 0 . —1 r cD fl, J -ti -z _ F 0 Or rF -{ 01 3 ' C r o p r m CD -5 n O co n r r r - r 0 - 5 V, r Z D 0 \ v_ r•t 0 0, 0 CO rn owFD C') • (..) _. -, 0- 4 _, r - A a (/) (D n 0 a ca v z 0 (D - 0 a CD 0 • D v N - )--■ N M cn rn - (D r+ 0) cn 77 --, A . N O cn V O rr 0 tc, 0) a -1 0 04 0 04 . N a rF c0 -2 to o 'D 77 'O - 0 'CD c0 rr Co 0 c7 (/) ( ) V) V) C/) 3 -h >4 . w TI TI rl TI T CD H. C/1 - 5 0 S 77 0 Cr • rD 0 O_ -, 3 CD 9, 0 a L m (/) 3 0 O .Z) 0) - s 01 01 70 m 01 D m N - r)' -. O O E —1 T n F z " 3 z m m '4 (D a s p 0 �, , Z = r - , n .Z7 (D = (n N 0, il-- = F--' a r' c co C7 n N V) m 77 o Cn 1 1 U'i O 3 3 V C- H' • a o A Z7 ' U) W a ICO , •, N M 1—' -0 01 C7() F-• ' W N W O V m O O CM Ol N V W 3 1 4 r W 0 'SS Z ` O + �O m rn ---I o , o N n A iliw, < 07r 2_,.., - 17 E = 0" N 8,T3 W o O N N d d D y 0./ X N N N d 0 n - -I x A A A O A �� D � cn � - o v m 00 ri c r v �� (./1 V) ti A C 01 III - o D N W N N c D r Z Z fl L n z r • Cr! f.-� v .. O ti _ U 0 Z CO L . , : m £ 0 .� m N co' _ a � :L' r' O N _c y O Z N C , m c� W O O a „, ,, i - vi 01 v 70 I 7 ,,E.„ ,_,:„., * _ V G „, .0 , _ „L.., ,, . ti In 2 p L C -, 7 N - 0 L . _ „ ,.. ,,,,,,,, _ c T a ➢ r • —i z 01 A < , 0,, 0 „. ,, _, N G7 cT) N CO LO T O N CO X Z N • N INN lei A r N = III rn Z z l0 N cn L O cn ,,,,.,,„ ,_. , _ , , „. .„ , 0 O >0 , _., , , ,_, „ 0_00> „, „., ,0,., ,,.., . ,,,, „,•, 7 , _, _ _ L , 5 '-- 2 i - ;.; i -..' !, : .. r, .. G7 F Z (...0 �. �� 1 ,_,,f,. z - - L1 �-. N W /:// O �• n 2 i--� N Ol A �-+ X 0 -h 0 a = N V : C Ql W II ro n C II ■`� m n a, �ri■ ~ J n ° a o III 11.1111.2 j 0 Cu n ro N O J O ro #11*-''' .1.1% i ”? C1 • � •• 7 �' -,--- M -O Z o n �, N r . r r o_ o •« r : _ w o J ro = n v .n .. r : s - K71 -� M N •: rn o Cu o n V o I < ID o " ■ 0 l0 rD n ff, rT) 0 416! •••••• --, 0, 0, -c = -,, • , O CD N cn O a N x ro c') ,-1- 1 N N C (n o 7 = a -I CO CO -- ---I 0 . 0 A Q c C n 0 O C7 n c"7 79 C o 0 p_ g m r a ID r a r\ -. 0-. r7 r+ C -{ V 0 m r r r r r Z D a ° J 0 -Ci, 01 09 G1 O • W - 0 a o A rn CL ASR I 0 a 0 r 0 C I 0 • C W v O - - 5 - 3 • 0, ~' ~ N 1 a 0 ro ro Cn L N O Cn �I O c O O O O O C n CD N 10/ (!) V) d -n ro 0, m -• O 0- !./) (/) (n --+ I) rD f m -n n 01 r CD n o o ° 0 0 n d m QJ y d 1 - -n V) = O a 0, Co cn m n D rn N 0 d n. • 00 00 O .O —� m n C n 1 3 z rn 0 0 O r m -+, ro �+ r 0 Z = - O n 70 to o n I n = N ID J O N >y 0 cn V N m z, (71 11 ❑, 0 N CT Co 3 CO C_, O t-I • J 0 Cu CZ OD '' 0-1 co -• i !.. () ----- V 0 n N 0 I I O ID o c-• 0 0 c-, �' 0 cn co I--) = a, w — (d N O V m O o 01 V co V u-, N 3 y r = m Z o 0 b ,-r KJ m 7 O O x N -< O n A ::: .- CE7 n T m o o N c A = C (D O O , sp0 W C O (, -z j O 7' V CD C A O N Q n D r ti L N O T e X • X N3 NJ N X X d r•`' n• A A A A Fa. 0 ii n. , 1 1� 1 � - -`�i�, n • T v v m i:,,i,,, ~ N III c A k * N ::! G D O 0 O -1 C n 0 N O T W A C7 < W -_ t. A `� r+ N T Z VD H _ T -0 A W W 0 - W X W W -i z x ►� P fle M ' ` --2 ' - a ; : , t7' = d 1 111 �� • �� III i. 0-, A o E N W r • N O) 1-' X 'I 0 O c N C5 0 N _ . _ A „tta {., l - = n to • L....- : i � iw• • % .. Vt N 4 Tr , . , y / C � - . N r /1 vi V O + r. 4 r 4 ,.....72. co m „, f OD H N m M0 A N. R '4 V n m „ D E N o 7 C O C') C') C) C') m a r-• T • r o o - v 3 m r r r r I - T D o 0 -0 H. . W ro CO ID 0 C7 c o ) 1-, A I N m r f A -� i . N O cn v O O O O O O, n T all CO cn V VI c x M T T T T O r Q 3 (4,, n • C, m Cl) S O O A tn A m C7 A D m N • cn - WI O 0 c -I -n n " � 3 Z m m ° • 0 n o N N II • o a I cn m cn W 7D C, cn <^' Ol \ \ --.1 n 0: o Co - a o, m CO n W co n N O v m " v P 3 P. -° co --1 y r z 0 0 , —i r --r 50 m 0 p n n A 4 T m m E z= N y _F)] A = C O O O V 5' 17 W O 0' o o 1)G v C n O (n a O. D ( No O m N N N = t N CL X (n X X X C) 0 (p 4=. A A A 0 a 70 ,I w'w '''' A ■ ∎ F� NI , -. , -0 M ry �" N cs, ID ( n 2. W N N H m D c D r z z , - r w o N ( z D V N G Z LW F _ p O U"I A m N o A . w O 0 • a a, -_ -( x o v �J Z _ D 01 o L 7? =„73, c u., -�xmr Z m+,m = a o -m c " ) -5 _ _ - • - N -1 0) (n N F-. ∎-' D r rD O O O O -1 O O X N O G7 cD ml J N 0 n O m n G A tlik J D C N m Z N N O • V) co co T N 0 4[411 -0 7 - _ (0 n- x 01 N = (n _ _ W A X _ x 1, �A III III l0 I3 i Ul N N Ul T C W Pe din. W N 0 W = x p c ' i C 0, 0 -5 -� telb C V o O a • f n m O = 0 i I V n a " ca 0 C7 " O C/ O I -1 Cr CO -I -H A c N , 0 C O C7 C7 C7 ' CD 3 •• m • • r o o r p - n r r r r r 0 - o MI z D o J � 05 C • w (5 _ v, (0 - 0 0 - 5 D A t 00 o m f 70 = ~ N O Ul VI O m a • • > 0 o O O O O a m > Z C/1 (/) (n (n (7) w m m m m m w a m C_. 0 m c� D m N (" " z n O D -H m n - 0 3 n 3 = m m °J a= 0 Z = HI N O n (0 = J ° (/) 1/) m 0 01 II - 0 111.1 (( C ,-• 0 1-- • _ w (n V 0. 61 \ \ CD ° n CO D o (-` : ' U' W Q un N 1 O 0 l0 `--- vii I a r Z o 0 o - - [r1 + . z c ro 0 o -4 r) o S CD - 1 O Q Z m °, s V C) C7 A O N CZ a D d o = ` � X rn N N N d ca, 1.0 fD -A -I A A - O i A o C7 N - D N v, C,/, N III N A W N N A D C D Z Z r o W V N Z f- . • — £ Cr, Cr, A - m N • ° v z C/) N o W v i O O a. D �c V v A 3 z z cu s N O N b N ( J1 n 3 _ _ 1-, / A -i ..--. 0 0 / // A ro O N -I < J O : 11 O O < N N N N C z O CO X • - can \ M �� III L - -- f', O im Y,;>;7 : ;, : : ;;.::: ----.1 A C7 _ A o f /0 .T.:3, ':'O ----I C (7'1 rn cn = o 6 •••„*, a --s . %.; _ N cn i t 11 "e• mow+ rn 0 0 3, 5, #IIAIA , g. o o y , ,.� cD X 4) CD t o o n c 011111111 •' O 0 N CD S or o c a N . r O D � -I X- 7) o -I CD CO -I -i - Z .-. n 3 0 C O () C) C) C7 T o 0 ,•-• 71 1> A -I r °- 3 C') r O O r `� V T r r r r r o rn -1 X CO . Co o o C7 = - v A N N 0 D o -. I f-+ N O Cn • V O cc, O f A a • r c • (71 O O O O O r^ o o --.1 z v - - 0 - - ' C C) CC, C/7 (n C./) (i) a` - n - n T - n - n Co r 3 W C T Cn S 0 C7 A ca • A m cn A > m N 01 - n O O E - I m n 57 0 n 3 z m m °i N o Z x c C ' A 0 _ co ( /) ▪ (n I 01 o ( ~ n I _ ( 3 __ F C_, I-∎ O �' • n m1 o o CO A - 0 W n <-r rn V rn o - O v cn pp r-• c7 W ill: O co T N o 4..5 O ,- A A 3 r- r 0 • 0 0 rn o 0 n n 0 3 = N m o oc V o m a= v n� N Q d (D >1 N N N G � N X X X n � �, < ' A N X A A A 0 D D A 57' t p c a n r a III N N N W N W C z z o 0 r L.,r...,,„,-,-,22-7,;-4 : 0 01 S < W N 0 3 _ a 0 O N -o = C7 G ,.. _ Z,.--40--,, cn pl d r 0 r z 0 - ---I W G z 5. '; _ N - i 0 N A c 0 A o v r <-1-- Z O rD 1 _ -- N ,-r 0 N 0- _ , m O - n p O y > a O 01 z C7 (0 rn i 0: 0 , ' - 4 ' - - 7 - '' - 5 (51 n - .� c-r N CD >< "� = A 111 - N JO -0 i + up c U) N 7, N O ' N al i ::'3' IV' '' / or. 0, 0 D f N X 0 r • N m m cr, = a V 11E = c z 0 W O A �� ' O n 70 O - 3 or • 0 ,.� 0 • o M • �'� a -, ..... w c-. -F./. • N1 ..I • o c N --1 - - ..., ,-, c,„.... 1. " ➢ • O KII ...r , D r --h -, O 'y � � y:� �l 1! n • o -i D (7) O —I cc co —I —I O_ n 3 C n n n n m c H m ),- 01 -1 r n r o o m— 3 T r r 01 01 r- N r >) z D o `" " 01 o • -1 z c N L7 '77 0 r ➢ N - N 0 .-, -I C J - N O Cn V O (n -i c r 0 O Cr, O O O O O O. o C m o - D "a 70 C -i z 79 n C') v) c/) v) (.7, u r 0 m m T T T m Z O 01 Z N N O W p, . T (,/) S O O 7 ` !� 7 m 70 D rn cn w- cn . N c M O I D c m n CO —I a 0 vo z T 3 z m m __ Z 2 n 0 O n V) N m o 01 f O �. r' c_, .-, O N n a W 0 01 co a 0 0) D o I--' cn m a I Cn -0 01 a) N \ w IV m O CO T O 0 (J1 I-' c-r figr".1 A . r m .6 --- O C� C7 C7 -� O O . � --h m • 0 c 7 CD - c-+ n O � , .p N ➢ 3 N O O V p O . a u., O O C O O' a 'Z v C r v, o_ d D Q -nom a I r m p x X x n r �' w J m 73 V1 - 4:71 A O - V (5 CO Ul 5 w . � X 73 X � g n. z A cn " �� a o o A c v-0 m 0-1 III I W ' _ n n- r- n r r w O • m T T w N N O D rn r+ r CI CU C) z z Lr7.2.7-..t7r O n- ,--r • r .n,. . : * C - 7 M 0 a, • C n o o • `Y m a O O ❑, N N 3 T> Ol V1 n O O C.)-1 A U 1 O a O O ti - a G1 t--' , d - _ - r O l0 r y T o A D a V.) O w V1 m a w o a o w iv — -- — 0 -, •0 - 0 - 0 7 A -_ , 7 , r - _ O CI) O - -n _,_,• to p 0 v1 D 0 L_‘,._,_..., ,O,,I =77=;. Cp Cr, a , , • 1 < a N -c -3 • t--r `� < • -S • A CO • • n Cl- N N O O 01 G1 lif- ,t - X -1 A 01 - a _ III 01 ro IP II - W o H I- - m _ l 01 V 0 0 z O N L Affi,-„ m v r- f X CD n n m Co a J 2C n = CO O• t 0) o D o i ss ! ' • •••� •• O m O 1 N J -A N Z:0 r /� l D J,,� A i O �: 0, D r —i -, I O n - r-r No • \11 V n z n Z (.// x a a r O O V ,C) ,s d v .Z1 n •-r. 0 y ~ r z \ Z D 1 CD - W Co - A G) -• (/) 3 7 C O C) C) C) C) m O O a m W - r o -n r r r- r- r z > o r o ' '7 C7 • G.1 fl, --1 i0 D r o Co - o z r . • i z o.� c w - o .) n• A '-'' N m 0 o m C cn - N O U1 - --J O a '----• N o-, O O O O O rn `- A n o (n (n (n CM (n r z • x T - n -n - n -n _ • O m z = ff I z w a a V ca • • • • O C, - n 1 1 S O O m m •n „„,12 rn C'7 D m N V T C) . .... O C) -I -, 1 n r-∎ -I 1 3 3 rn m ° o r z = f --- O -- n 70 O !i n 0� L - C N N v (/) m 01 •11 01 fD 3 I---• C o 1-- ■ w 01 U1 w - 0 °' O \ \ •••..j 1n rn 1 (0 > o r-, 01 -,1 0 • CO o" W i--• i w \ W N m O co m A O I O . N r-h N V A 0 ti 3 LIP -0 _ 1 cn -{ (/1 CO -1 -H o o (t 0 0 m ° ❑, 0 0 cr - 0 0 5 ' re: _m J =- n p N �o v oo 0) rrD v op'. m -s - - -5 > 7. nx an Q - 0 C N N N d �` 0. < n � .T7 AAA O b o N 55D c-. O JC iu N <-+ N O y 73 cn D C N W N N \ �, A 0 CO Z Z r OD co c) III O er z _ 1 } c - , - O J O r C N £ N ms W 0 C c0 --h �o o -, _ * v o ,. m A� . r , -r c o- s= = v CD r D d O 7 1-5 - 5 5 x m o V X 1 A x � Co III . N < 0 J o = 17 J O d --3 W t 0- N _ X li -:: rn A z N up D 551 c 1 11 o C7 O rn m w im ' :=:' ;,1 ... l ° iJ _ - -_ __ O sy �'' r„,_. L -�_ m. V O O ▪ C-� O 00 -0 r- - 5 = NO 0 c < y 0 55 0 0 CD . . _l f yy� — O N 0 r r C V D '� �' W ➢ t 1 41k, ___. e .4 b a ' 4e• ...... •• X eii. a �� c. OM O r N -. N o 1 i C1 - H Co co - H - I A C C'1 7 C O n C7 C7 CD m > 77 1 -i r O drn CD r O D r o -1 s m r r r r r Z D O <-r co p Iv C'7 • CO O O CO - w 71 0 • D IN J 1--- N N m co UI 7C7 A . l0 O N v O ....... 0. O 01 O O O O O m po a - z v, (7) (n Cif (n V1 c rn m T T T d Q 1 l d m c'1 D rn �- c 1 O O S -I m 1 3 z m 111 - or , z = rO C7 p 0 73 • (n rn v1 11 r� N C. O 1-' ' O Q 881 0 01 W v 1 D o 1-• (n -+, o ' O CD - LC7)1 (n W to co 3 D O A A + D -I A D -1 N O >r rt + • D O d Z z m\ A CO O n N co N r A A A A O G7 N U� D m R1 T m T C N 3> O f f r r 7 x fT1 n - 'O I p m N A r V) [D D A D z Z x z r O V1 a m - 1 - - 1 n .-1 .. .- P -o W - �-+ - i D m ., x o Z m n n n - z (p f - I - I - 1 �r 3 D -1 o D H m D D D D O I --7 •�•� 0. -' (-I-1 2 D S m c - 0 < - ,/, n 0 D 0 r r r - 15 ... [^ " O CD 01 n 3 2 m D r- < tt - 1 2 N V) H CA O A W m Z C Z O O (n D Z T 2 T 0 A W C• N S O r H m D G> G ) A m O C 2 w m T W m 0 3 L oo D D rn v z - 1 D z A A n p A �, ' —I v A o o cn ° ^' 2 0 v x cn CA (n y = A D N A m z 0 v - 'DO A co o o m A A m z A T n T ~ [D .. N A D m v T x (n C .. (n r D ➢ (n m x O O A • • CT1 E O. r m A D A r O Z O $- T T T -1 . Z • _ T 70 N D --- N G> T p Z m A A S I: - o' . m a X (n D 0 N m 3 v Z m p p o D D o x O • @@@AA 01 In > m D n O G) n T O m =. Z c-) m = 2 ? � O � m 2 Z z p . O O C N D D A n~ D z - a c� roc z 0 D M z m W T O -� 3 r z z - p A o r D 5 17 X D C7 A m z A o o 0 A II 0 % _ fD r O x C . m O N Z N A Z D cn . m D 3 ~ •' cri m r'1 Vl v 0, - x o z -1 I L n - _p VI - 0 m z O z O (n 70 O -0 m Z T1 .A -- V 01 Z ^^ �'* .W o m - 0 to n W x m (P n O O m (n A 2 C A (n (.0 2 • z m p < E D m o -1 A -1 T D ., n N -I m CO _ -- _ V = A O r D 2 (n r O O • z O < z m 4.-• r O 2 3 cn O m = '" V7 O 2 D p 0 p - 3 x L, �' • O S --{ D D Z p N O A 3 z A O Co m m -i r W O A < O Z O o -1 7. 3 _ „... „; .7- 4 '4.H 0 O 0 r m m m 7. m m N A N D 0 2 C -1 0 z -i w -I m 0 2 z 0 n D m (n o 0 = m -I z m N y _ 0 T I-. (n T (n D co A II • GJ O Z N D T 0 = Z • 0 • T m N ti Z Z T C - 0 2 O C < O A O O V1 D N Z 3. r Z r V) m O D r m p 1 m - n z r 3 r- D C7 • r T 0 r 0 (A O r A O is, - - (ii m D O r, n z o O co n m D O m m X - p Co m A m J 3 z o m ,, m 2 p m Z Z z r m z m - m D N n 2 0 G r z _ _ _ C., z z r m m m m _, , ., .2 ,, , l-- to ..._7r- A i.„.__,,,,...... f., ---• . - ,, = _ m L A. - - l D - O O cm r CA m c T N :43'3445;4 ---I // I . Vl A O AI N N 01 Oi A A - D X -i O .n.. CO .D.. O A 0 ? m ` O Iii 7J 2 p (n p m .-. T . � T .-� L _ m m . < 3 n = z T N Z N z ,-, Z N Z I-+ Z m G7 W N N N X N N N X Z O G1 �� . � / *. IL O X O O X O O on ILA O Z Z 0 2 0 Z A Z A T T n 0 L7 T m T m N .. A CO ••-•'s ' • N -I -� m (n t \ (n -0 to A •• o O Z m A .-. . �� I-� W r+ CO I� CO O T / -- C .-� CO O CO 0 W rn 0 Z r m A A m D ` • ��•� r 0 0 0 0 0 0 m m CO 0 A �k o1 A �k 0 � •� ^. \_ o (n 'v n D ND N - w - w o m m z p - N D n O z O z O r 0 X '� r o-. T Z i ® 01'. ! - Z { 7. J1 i 0 / co r = co r co co co co ( 3 Co /� N : D -1 W -1 W -1 D -1 D 0 I�� N / 0 ILY —I n O m D m A C n E n N o D „:1 m ,1:1 m 3 • �• m m m n m n m w m ' ( � z N z m z z -D-1 �, 4 • } N • N N N D T - / O / A m D m m H m D -I cn A W W CO W -1 (n H 0 0 N D 0 0 2 Z • < < r h+ 1 A Z7 2 AD '1 D --I CO CO —I —I I—� / H. ., (o H A I-. m > n 0 n = 2 z H - 7 C O n C7 C n _ _ _ _ co N 2 m p �o -i .S-. A x I r O D f m n �� - - v D A T .�-. = --I N r n r r r r r o n D - = 0 0 Z D D . W A r7 n x o m D • G7 n • N ,-r- / * m 2 F Co p 1 Co D T O < n C.7-1 0 / J Z CO 01 V to V A r v H N = Q° T 2 W 0 x . 0 J 1-4 i 01 O O O 0 O 4 -1 1 H A Co..) V N CO N = W n .� O X .-+ . N A - - _ : : _ A x I-4 D 3 0 ' I m H W D A w N r m O 01 i O A Q 11111 O D n H. W Z 0 V N r- W T N 0 '-- C r CO 0 T CA o C<1 C/1 07 (n (../1 C'") -o A m : --. ,.< D CO 0 m 0 -Al T 'TI - T O / m m 0 m O o m m < 0 4 - c., z (0 N TS z A t,. n - m' N 0 .-' 0 0 W CO T A X = r N C C/7 S O p wZ7 _ _ _ _ _ m N (n I W r T C T7 y T V� 1 I 0 (p 0 .3 11 } LI O n Z fTl m !y v (0 O C ED I * W 0 z 2 c7 z I p CO CO Li—p, 2 0 O O 0 0 A c., o ' .---, v �0o T ex n .. ( C'' ) r r o00 / o 1 A / O U - 1 I I 0 0 rs) m O IN3 -T1 O / T tc,i-7 o �., • O / A v n / + + m * z * I + + 0 CO m 0 0 r D n-o 3 m r " v • S -I li x O m x x •• A O i-+ 1 .-, n n s � n U '3 # N 2 p< a, . r O T N O A T O O -4 o�. N --I m D c m m m m o m W (=D � c 7. .Z-. n 3 O - I O D ,-+ N p p D < n n al r - { < ... .N. m m v x x x , n � ry _ 3 O 2 Z D .x H T A A A �' ,- *1 I x- z o rn m , D 3 c . o< v , V, v, g w 2, X N X- D cn o x m X -a o p v v Nq �?_� x x w 1 cn + m w 3 CT m y w w v - (..r) _ N -I r-i O H + O ➢ 2 • A i-+ n r z T O �k n lV ^ A • t N r m' S n n A \...1 \ :: 1 rri 7 2 v m i m n D D O O D 2 0 3 m' D 3 O Z < --I 2 Z O n L z _ {- T m m z m z m N 3 m - n z 2 D -i o m m m + A < o T C7 m y -1 r + m m - i n o m n m o r - i +�-- D m z p 7, f.7 c T p 3 CO D m 0 0 0 r--r ➢ m H ➢ z • C v) x z n n D = l0 + - _ v H A m H. r a 07 T ➢ T - x > . --. _ L _ _ - ,, - ,- , _ , K T O D m 3 -y Co D D D ca m > z x \ r n O r m _ O + r < n z z c n v m rn D m > -i 3 2 2 as 3 D m V) 3 MN M\ m -i D in D v m L ..,-_ _,_. ,r- ,_,L,,• 1 ,_ ,=.4 7 ,_>:=_. : 7 -> i i n _° W T 3 -I m O z Z 3 IN. II. ° m (n -r m A m 70 70 = 3 m rn cc A cn m 20 N D C o C r ° w - a O 0 m (n - n o (1) � N m o T x j A -, 0 3 z G7 + \ 0 V z v D v G-7 / O c D< -I r _ / n o D CO v, m CO -4 _ _ _ co W A (/� O T p m 5 C) D -V A- -'\r Cr - I L 7 .-7, 4 r 77 - -.'-' i f-' _ ! ii: T C) m O 1 --- v ct + a z _ a, i L _ v + 1 ��i. + . ,....,..„ . , C ■11 (n -i c. m y --� noy O T Z p C O p A m A .. .. N ti T VI A T N 3 N O n O C n Z - m Cn -{ 17- = N 20 C O O A T O O O Z < = 5 1 ! + (0 F E W - m O T Z m Z V O O T 31 S m +('� to 4< (n N O -i 20 T - Z''.- .�. ... m N .-. O ` ' • '4 •• A W A A O W n C Z -I Z O Z 7-''.- O n p 'z=- r �% • Y w 4‘ '-.11 i--i -. C T C A O T r. T T y 7 [ Z G) 20 2 O O T 0 Z T 20 E E F W N �k G) G) O • C C n m T r D W U) r _‘."'4‹. • U1 N A T W < A VI 20 N -� 0 O r D �- O T x x x x - D 3 m - z r-I T 2 r A T • O•� • + . ■ A W c!) U ') O Z S D D T r C r < -1 Z m O O /� _ v, m m n o D (n D O v C 7 3 -4 Z i I 1 1�� 3 T 20 - N - O 3 O 20 D D m r m ■ 10 .Alp � iiuF.■ W D XCX � T T p2 < A / (T) r--` Ul CO W CO - 0 T H 70 - T n C 70 M N O IL }� /� .r �-' > VI A S c D O D z 2 n D -i D 3 3 ■ rn Vi i • . w O o "' r N co n m z o • p m o z -0 0 ot, /�•• '71 D D D D co 2(n 20 --1 m x A o m x ➢ 5 6> • •M ti c x - 01 tot ( N m - .A 0 C 0 n = -0 20 G) Co L 2 C A � d x. x x • m 0 T - p .-. m 20 0 2 - ",` •... x ...., •-. (.11 (P 01 (Sl 0 -I (0) 0 Z Z (/r p r ~ m ` A_ /� - —I m -I x 0 Z 0 • 0 m m r., m A / A W m m O m O Z m D _ m p z D -i ➢ N C O (n ^ D O -4 2 -i n G7 Z (n -I T g N N N C O o T O m C L 0 C O C7 C7 C7 C7 O m -I W -I -I D N V n n A A (n f D V p -I V O 'i = ' i__' a -1 2 Z O CD C C' r r = 7c —I . � - - x r = o) Th • • r C] O r N 20 --1 o o r -1 W ( 1 C T T < N 0 p 0 m p m D p O • T, r r r r r c5 r r r r r m 5 z D • , D z D z D 1 z a n c o z o m m 20 ii.O n N (T N N Z D 2 0 D 2 0 0 0 O 3 3 n 0 D 20< O T • O O O O D m O �-+ O F 20 O D r D D 20 c 0 N --I r r 1--• V T D x x to x m m o -i v) Q A V) C 1 1 rn W m A (n m N CO N T Z • _ 20 m A T 0 I---, A F--+ W\ y O D 2 0 D Z W - CO C - I . V) Z V A m .. 2 m p O 0 V O 0 v 0 n 0 r -I 20 _ -I c) 2 m o r - o D m < 0 r-. 2 - n 5 F . O 'I -I D -I 'O V) D m 0 O m > T n 0 t'1 (^) A 0 N CD 2 m n > 0 D- 20 r • A z O ( O O O O O W z E Cn r r G) D 1 x _ x .. m 0 ... '� 2 • (n O (n 0 O D A D A z r 2 z 2 2 0 o m 20 0 m r --I m - p 'D W - p W w„ O v. o v, m o m (/) (/) (/) (/) V) W - O ro 'D Z n 0 = z z m • -I -1 m o m Z • -1 T r1 - n m (31) V) (/) (l) G) g -I -I O V) p D ➢ 2 p 0 m IT 1 C 0 D C -4 D 2 'O T m m - n r'1 '' m m m v 0 x -i (,) --I -I m .•. 0 O _ • m m Z v m > cn D < - ➢ 0 0 D r N .� D O -1 O V) G) -1 0 C D D D D z -i m 0 x Z D < 0 m C_. I (n = 0 O Z) -I m m Z m (41 2 m r G) m ,.. z _3 0 cn -I V) • O a Z D Jc 0 - n Z 011 011 C7 2 N x to C -1 r 01 20 T m Z 2 I D D m v m o �. m e x CD O C ~ - I m - I T n 0 0 --I . 2 A 20 0 m 0 O x c�.. 2 c� --I O z n < 71 m V O F ■ r x m 20 0 3 1 n y > -1 l0 0 1--, 01 0 o D p a p 3 m z➢ C C.. 7 W n , p T1 m 0) CO o O F-' V, O A 5 m \ 5 m O o r''' W � m ITICYMIN • BUILDING �■ SUPPLIES INCORPORATED 11155 PHILLIPS PARKWAY, JACKSONVILLE, PL 32256 (9 04 288 -8225 1050D PHILLIPS HIGHWAY, JACKSONVILLE, FL 32256 (904)268 -7000 JOB NUMBER: E0427F CUSTOMER: BESTCON JOB DESCRIPTION: ABACO KEY JOB LOCATION: LOT 22 PARADISE PRES. TRUSS DESIGNER: DM DATE: 05 -18 -05 REVISION DATE: PITCH: REFER TO PLANS OVERHANG: 24" O,H. iLL CO OVERHANG CUT: SQUARE X PLUMB i TO CUT, 3EAMS SEARING SIZE: REFER TO PLANS EPAIRS, SEAT PLATES: YES NO X LNG FEES. TOP PLATE HOTH: REFER TO PLANS ENO. LOADING: 42# TOTAL ROOF LOAD TRUSS SPACING: 24" O.C. WIND SPEED: REFER TO PLANS TRUSS LAYOUT, DESIGN AND ENGINEERING MUST BE APPROVED & SIGNED BEFORE FABRICATION F2 OF TRUSSES. X DATE: / / / *NOT/Cf * to MANNING TRUSS WILL NOT ACCEPT ANY BACKCHARGES UNLESS PRIOR ll� $ F4 ARRANGEMENTS HAVE BEEN MADE FS AND APPROVED, DO NOT OUT OR < MIM S D2 WALL LEDGER 9.1.2 WALL 1 NA \\ \\ \ \ \ \\ NA NA - I 1z8" 1-5'---1 22'4" [o 1 ATTENTION ""TM^ BUILDER IS RESPONSIBLE TO INFORM S UBCOACTR AMERS ' DRILL OR NTR NOTCH SYS42 TR USSESOR NO £ BUILDER WILL BE ORS RESPONS F IBLEFOR R t - REPLACEMENT COSTS 81OR ENGINEER BEAM 3 I 20'4 " — r i, -4.` b i p' -- N .. f 1 '4" in rs igi CV T� ' I it CONY RAISED 3'4" ill FRAME BEAM I T r = # : 513 ._S i �+- ?; . 1001 4 00 LOUIS 3. !�ti.. MI I 14„ J II kit COIWO 111i11Cf + 16 *NOM 0 2 8 1 B ` i . point la i +motOlisme#w wOU I - - - '�' !� t om ,, •' ... o ��,�� tlison 001 WOO noll or r 11'8" I 8 I 40'