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1104-1106 Scheidel Ct (vault)PERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: Building Inspections: Certificate of Occupancy 3Epeh,s 1 DS- 3/leZ3 Footing Slab Tie Beam Lintel Nailing / Sheathing Framing / Cover Up Insulation Final Building Tree Permit # F Electrical Permit # �a X873 Temp, Pole Permit # Temp. Power Letter Received: Inspections: Mechanical Permit # Inspections: Plumbing Permit # Inspections Rough Electric Temp. Power Temp. Pole Final Rough 0.�-x/%22. Rough / Underslab Water / Sewer Drainage Inspection: I—� Pool Permit # Inspections: Roofing Permit # Inspections: Steel Grounding Nailing / Sheathing YES YES Co��l2 X Type Work: Phone # Phone # Date Issued: Date / Copy to JEA Date / Copy to JEA Released to JEA Released to JEA Released to JEA Released to JEA Final Topout Final Final Final Final Fire Inspection: Failed Inspections: Date Paid: Date Paid: /Z2 2 - FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Colmmunity Affairs Residential Whole Building P'rformance Method A Project Name: 1104scheidel Builder: Beaches Habitat Address: 1104 Scheidel Court Permitting Office: Atlantic Beach City, State: Atlantic Beach, FL 32266 - Permit Number: Owner: Beaches Habitat Jurisdiction Number: Climate Zone: North I . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Multi -family _ a. Central Unit Cap: 21.9 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? No - _ i i 0. Conditioned floor area (ft2) 1216 ft2 c. N/A - 7. Glass area & type Single Pane Double Pane - ` a. Clear glass, default U -factor 0.0 ft2 124.0 ft2 - 13.heating systems \� b. Detault tint 0.0 ft2 0.0 ft2 - a. Jectric Heat Pump Cap: 25.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF: 7.30 _ 8. Floor types _ b. N/A a. Slab -On -Grade Edge Insulation R=0.0, 82.0(p) ft b. Raised Wood, Post or Pier /2 =1S.0 Z6. D ft2 _ c. N/A c. N/A _ I i 9. WalI types _ 14. Hot water systems a. Frame, Wood, Exterior R=1 1.0, 964.0 ft2 _ a. Ellectric Resistance Cap: 40.0 gallons b. Frame, Wood, Adjacent R=1 1.0, 136.0 ft2 _ _ 1 EF: 0.92 c. N/A _ b. I /A d. N/A _ _ e. N/A c. Conservation credits 10. Ceiiing types -R-Heat recovery, Solar M a. Linder Attic R=30.0, 602.0 ft2 _ -Dedicated heat pump) b. N/A _ 15. 1-IIVAC credits c. N/A (�T-Ceiling _ fan, CV -Cross ventilation, I L Ducts house fan, -417-Whole a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 25.0 ft _ OT -Programmable Thermostat, b. N/A ifIZ-C-Multizone cooling, OIZ-H-Multizone heating) Glass/Floor Area: 0.10 I hereby certify that the plans and s by this calculation are in compliar;r- Energy Code. PREPARED BY: Oc n Sta Total as -built points: 17275 PASS Total base points: X0556 s covered Revi w of the plans and I ereby certify that this ilding, as designe , 1s in compliance with the Florid nergy Code. OWNER/AGENT: DATE: ZiiE Sir s e tions covered by this IV-tion0 = aTFo cat* aindicates compliance yw� ,, r with the Florida Energy Code. Befo a construction is completed a t Ga v wilding will be inspected for 0 ' com fiance with Section 553.908 Florida Statutes. moo`s BUIL DING OFFICIAL: --- DATE: / (- 3 - EnergyGauge® (Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1104 Scheidel Court, Atlantic Beach, FL, 32266-1 PERMIT #: EnergyGaugeO DCA Form 60OA-2001 i EnergyGaugeO/FlaRES'2001 F RCPB v3.30 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC e Ornt Len Hgt Area X SPM X SOF =Points .18 1216.0 20.04 4386.4 Double, Clear P S 1.0 14.3 13.0 35.87 0.99 463.3 Double, Clear W 1.0 14.3 13.0 38.52 1.00 499.2 Double, Clear i W 1.0 16.7 40.0 38.52 1.00 1536.7 Double, Clear N 1.0 13.0 9.0 19.20 1.00 172.0 Double, Clear I N 1.0 5.3 17.0 19.20 0.97 315.3 Double, Clear W 1.0 4.0 6.0 38.52 0.91 211.1 Double, Clear S 1.0 5.3 13.0 35.87 0.92 429.2 Double, Clear i S 1.0 5.3 13.0 35.87 0.92 429.2 As -Built Total: i 124.0 4056.0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 136.0 0.70 95.2 Frame, Wood, Exterior 11.0 964.0 1.70 1638.8 Exterior 964.0 1.70 1638.8 Frame, Wood, Adjacent 1 11.0 136.0 0.70 95.2 Base Total: 1100.0 1734.0 i 4 As -Built Total: 1100.0 1734.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated ? 20.0 4.10 82.0 Exterior 2.0.0 6.10 122.0 i Base Total: 20.0 122.0 r As -Built Total: 20.0 82,0 CEILING TYPES Area X BSPM = Points Type i R -Value Area X SPM X SCM = Points Under Attic 602.0 1.73 1041.5 Under Attic F 30.0 602.0 1.73 X 1.00 1041.5 Base Total: 602.0 1041.5 As -Built Total: i 602.0 1041.5 FLOOR TYPES Area X BSPM = Points Type ¢ R -Value Area X SPM = Points Slab _ 82.0(p) -37.0. -3034.0 Slab -On -Grade Edge Ins lation 0.0 82.0(p) -41.20 -3378.4 Raised 20.0 -3.99 -79.8 Raised Wood, Post or Pi r 19.0 20.0 0.77 15.3 Base Total: -3113.8 r As -Built Total: s 102.0 -3363.1 INFILTRATION Area X BSPM = Points Area X SPM = Points 1216.0 10.21 12415.4 1216.0 10.21 12415.4 EnergyGaugeO DCA Form 60OA-2001 i EnergyGaugeO/FlaRES'2001 F RCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1104 Scheidel Court, Atlantic Beach, FL, 32266-1PERMIT #: BASE AS -BUILT Summer Base Points: 16585.4 Summer As -B ilt Points: F 15965.8 Total Summer X System = Cooling Total X Ccip X Duct X System X Credit = Cooling Points Multiplier Points Component Rairio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 15965.8 i 1.0 0 (1.090 x 1.147 x 0.86) 0.284 1.000 4907.9 16585.4 0.4266 7075.3 15965.8 1. 0 1.081 0.284 1.000 4907.9 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1104 Scheidel Court, Atlantic Beach, FL, 322661 PERMIT #: I EnergyGauge® DCA Form 60OA-2001 ErergyGauge®/FlaRES'2001 LRCPB v3.30 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points I Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1216.0 12.74 2788.5 Double, Clear [ S 1.0 14.3 13.0 13.30 1.00 172.2 Double, Clear E W 1.0 14.3 13.0 20.73 1.00 269.8 Double, Clear W 1.0 16.7 40.0 20.73 1.00 829.9 Double, Clear i N i 1.0 13.0 9.0 24.58 1.00 221.2 Double, Clear N 1.0 5.3 17.0 24.58 1.00 418.2 Double, Clear W 1.0 4.0 6.0 20.73 1.02 127.3 Double, Clear I S 1.0 5.3 13.0 13.30 1.04 180.5 Double, Clear I S i 1.0 5.3 13.0 13.30 1.04 180.5 As -Built Total: r 124.0 2399.5 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 136.0 3.60 489.6 Frame, Wood, Exterior I 11.0 964.0 3.70 3566.8 Exterior 964.0 3.70 3566.8 Frame, Wood, Adjacent 11.0 136.0 3.60 489.6 Base Total: 1100.0 4056.4 As -Built Total: 1100.0 4056.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Base Total: 20.0 246.0 As -Built Total: 20.0 168.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 602.0 2.05 1234.1 Under Attic 30.0 602.0 2.05 X 1.00 1234.1 Base Total: 602.0 1234.1 As -Built Total: 602.0 1234.1 FLOOR TYPES Area X BWPM = Points Type I R -Value Area X WPM = Points Slab _ _ 82.0(p) 8,_9 _ 729.8 Slab -On -Grade Edge Insulation _ 0.0 82.0(p)__ _ 18.80 _ 1541.6 Raised 20.0 0.96 19.2 Raised Wood, Post or Pier 19.0 20.0 0.88 17.5 11111 Base Total: 749.0 i As -Built Total: 102.0 1559.1 INFILTRATION Area X BWPM = Points s Area X WPM = Points { 1216.0 -0.59 -717.4 1216.0 0.59 717.4 EnergyGauge® DCA Form 60OA-2001 ErergyGauge®/FlaRES'2001 LRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1104 Scheidel Court, Atlantic Beach, FL, 32266-1 PERMIT #: BASE AS -BUILT Winter Base Points: 8356.6 Winter As-Buift Points: 8699.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 8699.6 1.0 0 (1.069 x 1.169 x 0.88) 0.467 1.000 4486.7 8356.6 0.6274 5242.9 8699.6 1.20 1.104 0.467 1.000 4486.7 EnergyGaugeT"^ DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1104 Scheidel Court, Atlantic Beach, FL, 32266-I PERMIT #: BASE CODE COMPLIAN E AS -BUILT WATER HEATING Umber Number of X Multiplier = Total Tank EF N of X Tank X Multiplier X Credit = Total Bedrooms + Heating + Hot Water = Total Points Points Points Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 40.0 0.92 3 1.00 2626.61 1.00 7879.8 As -Built Total: 7879.8 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 CODE COMPLIAN E STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Po nts + Heating + Hot Water = Total Points Points Points 7075 5243 8238 20556 1 4918 4487 7880 17275 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FORM 60OA-2001 Code Complianc Residential Whole Building Perfoi Checklist ance Method A - Details ADDRESS: 1104 Scheidel Court, Atlantic Beach, FL, 32266-[ PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACHIPRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window`=,area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or Oal between: windows/doors & frames, surrounding wall; Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall par els & top/bottom plates; between walls and floor. Swimming Pools & Spas EXCEPTION: Frame walls wh re a continuous infiltration barrier is installed that extends Spas & heated pools must have covers (except solar heated). Non-commercial pools from, and is sealed to, the four dation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" s*aled unless backed by truss or joint members. EXCEPTION: Frame floors wore a continuous infiltration barrier is installed that is sealed efficiency of 78%. I to the perimeter, penetrations i`Ind seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, Air Distribution Systems soffits, chimneys, cabinets sea ed to continuous air barrier; gaps in gyp board & top plate; All ducts, fittings, mechanical uipment and plenum chambers shall be mechanically / 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 penetrate ns, sealed; or Type IC or non -IC rated, installed inside a Ducts in unconditioned attics: -6 min. insulation. sealed box with 1/2" clearancel& 3" from insulation; or Type IC rated with < 2.0 cfm from 607.1 conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floorcavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdools, dampers; combustion space heaters comply with NFPA, have combustion air. i 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met ore ceeded by all residences.) MPONENTS SECTION REQUIREMENTS CHECKter �CwcllHeaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas i 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 pa & pool heaters must have a minimum thermal efficiency of 78%. I Shower heads 612.1 Water flow must be restricted tno more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical uipment and plenum chambers shall be mechanically / attached, sealed, insulated, and installed in accordance with the criteria of Section 610. (/ Ducts in unconditioned attics: -6 min. insulation. HVAC Controls 607.1 Separate readily accessible mz nual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common IIs -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-1 1. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY BARD ESTIMATED ENERGY PERFORT41ANCE SCORE* = 85.9 The higher the score, the more 4ficient the home. Beaches Habitat, 1104 Scheidel Court, t tlantic Beach, FL, 32266- I . New construction or existing New _ 2. Single family ornwlti-family Multi -family _ 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 3 _ 5. Is this a worst case`' No _ 0. Conditioned floor area (ft') 1216 ft' 7. Glass area & type Single Pane Double Pane — a. Clear - single pane 0.0 ft2 124.0 ft' — b. Clear - double pane 0.0 ft' 0.0 ft, — c, Tint/other SHGC - single pane 0.0 ft' 0.0 ft' — d. Tint/ocher SHGC - double pane S. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 82.0(p) ft _ b. Raised Wood, Post or Pier R=19.0, 20.Oft' _ c. N/A 9. Wall types a. Frame, Wood, Exterior R=1 1.0, 964.0 ft' _ b. Frame. Wood, Adjacent R=1 1.0, 136.0 ft' _ c. N/A _ d. N/A _ 12.rral ing systems a. Unit I b. N A c. N(/A i 13.luting systems a. E ectric Heat Pump b. A C. A 14. H t water systems a. Electric Resistance E b. 4A e. N/A 10. Ceiling types _ a. Under Attic R=30.0, 602.0 ft' _ 15 b. N/A _ c. N/A ll. Ducts _ a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 25.0 ft _ b. N/A c. Conservation credits (HR -Heat recovery, Solar HP -Dedicated heat pump) VAC credits (CF -Ceiling fan, CV -Cross ventilation, '_W se house fan, T -Programmable Thermostat, Z -C -Multizone cooling, Z -H -Multizone heating) I certify that this home has complied with the Florida Energy Efficiency ( Construction through the above energy saving features which will be inst in this home before final inspection. Otherwise, a new EPL Display Card based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL For Building (or exceeded) be completed Cap: 21.9 kBtu/hr _ SEER: 12.00 Cap: 25.0 kBtu/hr _ HSPF:7.30 _ Cap: 40.0 gallons EF: 0.92 *NOTE: The home's estimated energy pet, fornlance score is only availab e through the FLA/RES computer program. This is not a Building Encrgy Rating. If your score is 80 or greater (or 81 ifior a US EPA/DOE EnergyStarr"'designation), yotn- home tnav qualify. for energy eiciency mortgage (EEM) incentives 'f you obtain a Florida Energy Gauge Rating. Contact the Energy Grange Hotline at 321/638-1492 or see the Energy G tuge web site at vmw. fsee. ucf edu for it?f(u mation and a list of certified Raters. For information about Florida Energy fficiency Code For Building Construction, enntnci the Delrcrrtnrettt of Community Affcairk gyF)f UNprsion: F RCPB v3.30) 1 104 Scheidel Ct. HVAC Load Calculations for Beaches Habita P. O. Box 5093 Jacksonville Beach, F 32240 SIOMMAL M M V Pw(w; WNC LowDs G' pared es GI nn Jones Ocean State He onditionin 1476 tlantic Blvd. Neptune each, FL 32266 (90 ) 249-8251 ay, July 18, 2005 Rhvac - Residential & Light Commercial HVAC Loads (4.5 AC/hr) Ocean State Htg & A/C Neptune Beach, Fl- 32266-1798 Building Loads Project Report General Project Information 21,139 Project Filename: C:\Elite\Rhvacw\Projects\Beaches Hab:at\l104scheidel.rhv Total Sensible Gain: Project Title: 1104 Scheidel Ct. Btuh Designed By: Ocean State Heating & Air Conditionin 3,036 Project Date: Monday, July 18, 2005 Total Cooling Required With Outside Air: Client Name: Beaches Habitat Btuh Client Address: P. O. Box 50939 Client City: Jacksonville Beach, FL 32240 Client Phone: 241-1222 Company Name: Ocean State Heating and Air Conditioning Company Representative: Glenn Jones Company Address: 1476 Atlantic Blvd. Company City: Neptune Beach, FL 32266 Company Phone: (904) 249-8251 Company Fax: (904) 249-8949 Company Comment: i 4 I Design Data i Reference City: Jacksonville, Flor da Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 I Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 k Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor i Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference 72 0 Winter: 32 0 0 Summer: 94 77 50 75 48 Check Figures Total Building Supply CFM: 728 (4.5 AC/hr) Square ft. of Room Area: 1,216 Building Loads Total Heating Required With Outside Air: 21,139 Btuh Total Sensible Gain: 16,004 Btuh Total Latent Gain: 3,036 Btuh Total Cooling Required With Outside Air: 19,040 Btuh Notes -- Calculations are based_ on_7th_edition ofACCA Manual J. All computed results are estimates as building use and weather may Be sure to select a unit that meets both sensible and latent loads. M Per Square ft.: uare ft. Per Ton: Elite Software Development, Inc. 1104 Scheidel Ct. Page 2 0.599 702 21.139 MBH 84 % 16 % 1.59 Tons (Based On Sensible + Latent) 1.73 Tons (Based On 77% Sensible Capacity) Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, FL 32266-1798 L oad f're view Report Elite Software Development, Inc. 1104 Scheidel Ct. Page 3 Adj Sys Duct CFM CFM Size 728 728 Sens Lat Net ens Win Sum Scope Area Gain Gain Gain 2-5 oss 11.14 CFM CFM Building: 1.59 Net Tons, 1.73 Recommended Tons, 702 ft.2/Ton, 12 MBH Heating 1-4 Building 1,216 16,004 3,036 19,040 211,139 73 275 728 System 1: 1.59 Net Tons, 1.73 Recommended Tons, 702 ft.2/Ton, 21.14 MBH Heating 1-4 System 1 1,216 16,004 3,036 19,040 211,139 275 728 Zone 1 1,216 16,004 3,036 19,040 21x,139 275 728 1 -Great Rm. 370 3,010 676 3,686 4,040 79 137 2 -Powder 36 169 0 169 J,274 683 9 8 3 -Dining 98 3,038 588 3,626 69 138 4 -Kitchen 110 2,669 132 2,801 1,472 19 121 5 -Owner's 154 1,715 710 2,425 22,137 28 78 6 -WIC 30 266 0 266 428 6 12 7 -Bath 3 63 871 88 959 948 12 40 8 -Stairs 74 126 0 126 1118 2 6 9 -Laundry 36 1,608 0 1,608 247 3 73 10 -Bed 2 130 1,423 421 1,844 173 28 65 11 -Bed 3 115 1,109 421 1,530 1,619 21 50 Elite Software Development, Inc. 1104 Scheidel Ct. Page 3 Adj Sys Duct CFM CFM Size 728 728 16 728 137 137 2-5 8 8 1-4 173 138 2-5 121 121 1-7 78 78 1-5 12 12 1-4 40 40 1-4 6 6 1-4 73 73 1-5 76 65 1-5 59 50 1-4 Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, FL 32266-1798 Tota/ Bui/ding► Summary Loads Component Description 3C Window Double Pane Clear Glass Metal Frame 80 Glass Door Double Clear Glass Metal Frame 11C Door Metal Polystyrene Core 12C Wall R-11 + 1/2" Gypsum(R-0.5) 13C Part R-11 + 1/2" Gypsum(R-0.5) 16G Ceiling Under Vent. Attic - R-30 Insulation 201 Floor Over Open Crawl Carpet + R-19 22A Slab on Grade No Edge Insulation Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 146, Summer CFM: 65 Ventilation: Winter CFM: 0, Summer CFM: 0 Sensible Gain Total: Temperature Swing Multiplier: Total Building Load Totals: Check Figures Total Building Supply CFM: 728 (4.5 AC/hr) Square ft. of Room Area: 1,216 Sen Total Building Loads Loss Gain Total Heating Required With Outside Air: 21,139 Btuh Total Sensible Gain: 16,004 Btuh Total Latent Gain: 3,036 Btuh Total Cooling Required With Outside Air: 19,040 Btuh Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may Be sure to select a unit that meets both sensible and latent loads. Elite Software Development, Inc. 1104 Scheidel Ct. Page 4 Area Sen Lat Sen Total Ouan Loss Gain Gain Gain 84 2,436 0 2,724 2,724 40 1,160 0 1,824 1,824 20 376 0 212 212 964 3,470 0 1,960 1,960 136 270 0 196 196 602 796 0 854 854 20 38 0 13 13 82 2,656 0 0 0 11,202 0 7,783 7,783 4 920 1,200 2,120 0 3,000 3,000 0 0 0 3,523 0 2,667 2,667 6,414 2,116 1,354 3,470 0 0 0 0 16,004 X 1.00 21,139 3,036 16,004 19,040 4 Per Square ft.: are ft. Per Ton: 0.599 702 21.139 MBH 84 % 16 % 1.59 Tons (Based On Sensible + Latent) 1.73 Tons (Based On 77% Sensible Capacity) ry. 1. A -....J... i. L. An nnnc n.= nk A Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, FL 32266-1798 System I Summary Loads Component Description 3C Window Double Pane Clear Glass Metal Frame 80 Glass Door Double Clear Glass Metal Frame 11C Door Metal Polystyrene Core 12C Wall R-11 + 1/2" Gypsum(R-0.5) 13C Part R-11 + 1/2" Gypsum(R-0.5) 16G Ceiling Under Vent. Attic - R-30 Insulation 201 Floor Over Open Crawl Carpet + R-19 22A Slab on Grade No Edge Insulation Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 146, Summer CFM: 65 Ventilation: Winter CFM: 0, Summer CFM: 0 Sensible Gain Total: Temperature Swing Multiplier: System 1 Load Totals: Check Figures Supply CFM: 728 (4.5 AC/hr) Square ft. of Room Area: 1,216 Sen Total System Loads Loss Gain Total Heating Required With Outside Air: 21,139 Btuh Total Sensible Gain: 16,004 Btuh Total Latent Gain: 3,036 Btuh Total Cooling Required With Outside Air: 19,040 Btuh Notes Calculations are based on 7th edition of ACCA Manual I All computed results are estimates as building use and weather may Be sure to select a unit that meets both sensible and latent loads. Elite Software Development, Inc. 1104 Scheidel Ct. Page 5 Area Sen Lat Sen Total Quan Loss Gain Gain Gain 84 2,436 0 2,724 2,724 40 1,160 0 1,824 1,824 20 376 0 212 212 964 3,470 0 1,960 1,960 136 270 0 196 196 602 796 0 854 854 20 38 0 13 13 82 2,656 0 0 0 11,202 0 7,783 7,783 4 920 1,200 2,120 0 3,000 3,000 0 0 0 3,523 0 2,667 2,667 6,414 2,116 1,354 3,470 0 0 0 0 16,004 X 1.00 21,139 3,036 16,004 19,040 4 Per Square ft.: 0.599 are ft. Per Ton: 702 21.139 MBH 84 % 16 % 1.59 Tons (Based On Sensible + Latent) 1.73 Tons (Based On 77% Sensible Capacity) ary. ��rr� -- - - -1- .-0.... hA......J- L.I.. 10 nnnc /1.G7 r3KA Rhvac - Residential & Light Commercial HVAC Loads Cig Ocean State Htg & A/C Zone Sens Lat Neptune Beach, FL 32266-1798 Adj Btuh Btuh System I Room Load Summary Fact Htg Htg Run Room Area Sens Nom Duct No Name SF Btuh CFM Size ---Zone 1--- 2,669 132 121 1 Great Rm. 370 6,040 79 2-5 2 Powder 36 683 9 1-4 3 Dining 98 5,274 69 2-5 4 Kitchen 110 1,472 19 1-7 5 Owner's 154 2,137 28 1-5 6 WIC 30 428 6 1-4 7 Bath 3 63 948 12 1-4 8 Stairs 74 118 2 1-4 9 Laundry 36 247 3 1-5 10 Bed 2 130 2,173 28 1-5 11 Bed 3 115 1,619 21 1-4 System 1 total 1,216 21,139 275 System 1 Main Trunk Size: 16 in. Velocity: 522 ft./min Loss per 100 ft.: 0.046 in.wg Cooling System Summary Cooling Sensible/Latent Tons Split Net Required: 1.59 84%/16% Recommended: 1.73 4 1 5 Elite Software Development, Inc. 1104 Scheidel Ct. Page 6 Clg Cig Clg Zone Sens Lat Nom Adj Btuh Btuh CFM Fact 3,010 676 137 1.00 169 0 8 1.00 3,038 588 138 1.25 2,669 132 121 1.00 1,715 710 78 1.00 266 0 12 1.00 871 88 40 1.00 126 0 6 1.00 1,608 0 73 1.00 1,423 421 65 1.17 1,109 421 50 1.16 16,004 3,036 728 Sensible Btuh 16,004 16,004 Latent Btuh 3,036 4,780 Clg Air Adj Sys CFM CFM 137 137 8 8 173 138 121 121 78 78 12 12 40 40 6 6 73 73 76 65 59 50 782 728 Total Btuh 19,040 20,784 GEARING HEIGHT SCHEDULE 171 711 p .« c. on c O J a o � 4� C, � 0 -4 :1)� � a ) .�. RN a 0- t,64 t,64 1Q' Ftr4,TO 91 (RECdWENDATION5 FOR HANDLING INSTALLATION AND TEMPORARY BRACING REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED. 2.) ALL TRU55E5 (INCLUDING TRU55E5 UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE BRACING REQUIREMENTS, 3.) ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER, 4.) ALL TRU55E5 ARE DE516NED FOR 2' o,c, MAXIMUM SPACING, UNLE55 OTHERWISE NOTED. 5.) ALL WALLS 5HOWN ON PLACEMENT PLAN ARE CON51PEREO TO BE LOAD BEARING, UNLE55 OTHERWISE NOTED, 6.) 5Y42 TRU55E5 MUST BE INSTALLED WITH THE TOP BEING UP. 7.) ALL ROOF TRU55 HANGERS TO BE 51MP50N HU526 UNLE55 OTHERWISE NOTED. ALL FLOOR TRU55 HAN6ER5 TO BE 51VP50N THA422 UNLE55 OTHERW15E NOTED, 8.) BEAM/HEADER/LINTEL (HDR) TO BE FURNISHED BY BUILDER. 61BUilders . FirstSource Bunnell PHONE: 386-437-3349 FAX: 366-437-3994 Jacksonville PHONE: 904-772-6100 FAX: 904-772-1973 Lake City PHONE: 366-755-6894 FAX: 366-755-7973 �( cl Sanford PHONE: 407-322-0059 FAX: 407-322-5553 6EAGHE5 HABITAT BAL ADDRE55: 1104 41106 15CHEIDEL GT. MODEL :EYISION: DUPLEX Nl 5 06/17/05 1 JDH I J118862 O GEARING HE16HI SGHEOULE 171711 15 FOR IPORARY GRACIE FOR PERMANENT 2.) ALL TRU55E5 (INCLUDING TRU55E5 UNDER VALLEY FRAMING) MUST DE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE BRACING REQUIREMENTS. 3.) ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED DY GUILDER, 4.) ALL TRU55E5 ARE DE516NED FOR 2' o,c. MAXIMUM SPACING, UNLE55 OTHERWISE NOTED, 5.) ALL WALL5 SHOWN ON PLACEMENT PLAN ARE GON5IDERED TO GE LOAD BEARING, UNLE55 OTHERWISE NOTED. 6.) 5Y42 TRU55E5 MUST GE INSTALLED WITH THE TOP BEING UP, 7.) ALL ROOF TRU55 HANGERS TO GE 51MF50N HU526 UNLE55 OTHERWISE NOTED, ALL FLOOR TRU55 HANGERS TO GE 51MP50N THA422 UNLE55 OTHERWISE NOTED. 8 ) BEAM/HEADER/LINTEL (HDR) TO GE FURNISHED DY GUILDER. 61BUIlders .FirstSource Gunnell PHONE: 386-437-334q FAX. 386-437-3894 Jacksonville PHONE: q04-772-6100 FAX: q04-772-lg73 Lake Gity PHONE: 386-755-6884 FAX 366-755-7873 Sanford PHONE: 407-322-005q FAX: 407-322-5553 GEAGHES HAGITAT '.6AL ADDRE55: 1104 0106 SGHEIDEL GT. OR: PJ118862 DUPLEX UE: A N : 06/17/05 JOH on S-4 � z 25 ~ a :r v ' O O .O A •N u 15 FOR IPORARY GRACIE FOR PERMANENT 2.) ALL TRU55E5 (INCLUDING TRU55E5 UNDER VALLEY FRAMING) MUST DE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE BRACING REQUIREMENTS. 3.) ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED DY GUILDER, 4.) ALL TRU55E5 ARE DE516NED FOR 2' o,c. MAXIMUM SPACING, UNLE55 OTHERWISE NOTED, 5.) ALL WALL5 SHOWN ON PLACEMENT PLAN ARE GON5IDERED TO GE LOAD BEARING, UNLE55 OTHERWISE NOTED. 6.) 5Y42 TRU55E5 MUST GE INSTALLED WITH THE TOP BEING UP, 7.) ALL ROOF TRU55 HANGERS TO GE 51MF50N HU526 UNLE55 OTHERWISE NOTED, ALL FLOOR TRU55 HANGERS TO GE 51MP50N THA422 UNLE55 OTHERWISE NOTED. 8 ) BEAM/HEADER/LINTEL (HDR) TO GE FURNISHED DY GUILDER. 61BUIlders .FirstSource Gunnell PHONE: 386-437-334q FAX. 386-437-3894 Jacksonville PHONE: q04-772-6100 FAX: q04-772-lg73 Lake Gity PHONE: 386-755-6884 FAX 366-755-7873 Sanford PHONE: 407-322-005q FAX: 407-322-5553 GEAGHES HAGITAT '.6AL ADDRE55: 1104 0106 SGHEIDEL GT. OR: PJ118862 DUPLEX UE: A N : 06/17/05 JOH 0 0 d- 40-0-0 -- 10-0-0 20-0-0 10-0-0 40-0-0 40-0-0 L k GJ01 i Q Q Q Q Q Q N I III i I j 6 f { z k i i I I i 03 I GJ03 LEEIGJ01 O1 M M M K 0 o c 10-0-0 20-0-0 10-0-0 40-0-0 Project Information for: J118862 Builder: Beaches Habitat Address: 1104 & 1106 Scheidel Ct. Atlantic Beach, FL County: Duval Truss Count: 11 Design Program: MiTek 20/20 6.2 Truss Design Load Information: Gravity: Wind: Roof (psf): 42.0 Wind Standard: ASCE 7 Floor (psf): N/A Wind Speed (mph): 120 Note: See the individual truss drawings for special loading CA Engineer of Record: Lawrence A. Paine, PE Florida P.E. June 17, 2005 Truss sign r: Lawrence A. Paine, PE Flo ' PE No. Firstsa LLC 65 00 Ro nville, FL 32244 Building Code: FBC2001 No. 21475 Address: 6550 Roosevelt Blvd. Jacksonville, FL132244 Truss Design Engineer: Lawrence A. Paine, PE Florida PIE. License No. 21475 Company: Builders FirstSource - Florida, LLCI Address: 6550 Roosevelt Blvd. Jacksonville, I FL 32244 Notes: 1. Determination as to the suitability of these truss components for designer/engineer of record, as defined in ANSI/TPI 1-1995 Secti 2. The seal date shown on the individual truss component drawings 3. The loads indicated on all referenced girder trusses are consister provided by Builders First Source-Jacksonville,FL and dated 06/1 and basic load parameters/design criteria are to be reviewed and Otherwise, the Truss Design Engineer's responsibilities are limite # Truss ID Dwg. # Seal Date 1 CJ01 J1342734 2/23/05 2 EJ01 J1342735 2/23/05 3 EJ02 J1342736 2/23/05 4 HJ01 J1342737 2/23/05 5 HJ02 J1342738 2/23/05 6 T01 J1342739 2/23/05 7 T02 J1342740 2/23/05 8 T02A J 1342741 2/23/05 T04 110 J1342743 2 23%05 11 CJ03 J1344042 2/23/05 ie structure is the responsibility of the building n 2.2 nust match the seal date on this index sheet. with the truss placement plan numbered A 18862 /2005. Loads applied by non -truss elements pproved by the Engineer of Record/Building Designer. as stated in Chapter 2 of ANSI/TPI 1-1995. Truss Truss Type city Ply F01 FLOOR 19 1 Job Refere Pers First Source, Jacksonville ,Florida 32244 6200 s Dec 15 2004 MiTt 0-1-8 H1H 3-0—� 16-8 I i i pE V 1 4x6 = 1x3 = 34 = 1x3 II j 1x3 II 1 2 3 4 5 6 7 8 J1342744 Feb 21 17:01A5-2005 Pagel 0-1uI�{-8 SCele = 1:33.8 4x6 = 3x6 = 1x3 = Q to 1 22 c V 19 18 17 16 15 14 13 12 4x6 = 3x6 = 3x6 = 4x6 = i E r 19-9-8 19-9-8 Plate Offsets (X,Y): 1:Ed e,0-1-8 , 10:0-1-8,Edge],[ 15:0-1-8,Edge], 16:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Ve (LL) -0.34 15-16 >681 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.99 Ver (TL) -0.47 15-16 >496 240 BCLL 0.0 Rep Stress Incr NO WB 0.57 Ho (TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight: 102 lb LUMBER BCING TOP CHORD 4 X 2 SYP No.21) TO CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.21) BO CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 { REACTIONS (Ib/size) 20=1069/0-3-8, 11=1069/0-3-8 I FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 20-21=-1063/0, 1-21=-1062/0, 11-22=-1063/0, 10-22=-1062/0, 1-2=-1096/0, 2-3=-2741/0, 3-4=-3784/0, 4-5=-4314/0 ,5-6=-4314/0, 6-7=-4314/0, 7-8=-3784/0, 8-9=-2741/0, 9-10=-1096/0 BOT CHORD 19-20=0/55,18-19=0/2066, 17-18=0/3391, 16-17=0/4150, 15-16=0/4314, 1 -15=0/4150,13-14=0/3391, 12-13=0/2066, 11-12=0/55 I WEBS 10-12=0/1415, 1-19=0/1415, 9-12=-1349/0, 2-19=-1349/0, 9-13=0/940, 2-1 0/940, 8-13=-904/0, 3-18=-904/0, 8-14=0/546, 3-17=0/546, 7-14=-509/0, 4-17=-509/0, 7-15=0/223, 4-16=0/22B, 5-16=-131/0, 6-15=-131/0 JOINT STRESS INDEX 1=0.74,2=0.88,3=0.58,4=0.37,5=0.63,6=0.63,7=0.37,8=0.58,9=0.88,10 0.74,11=0.73,12=0.81,13=0.88,14=0.58,15=0.42,16=0.42,17= 0.58,18=0.88,19=0.81,20=0.73,21=0.00,21=0.63,22=0.00and22=0.63 NOTES 1) All plates are 3x4 MT20 unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss th 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 February 23,2005 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE I AGE MII-7473 BEFORE USE s design is based only upon the parameters shown for an individual building component that is installed and loaded verti Dlicability of design parameters and proper incorporation of component into the overall building structure, including all to :ally and fabricated with MiTek connectors. porary and permanent bracing, is the BuildeUb ponsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guid nee regarding storage, delivery, erection J bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Cc uncil of America, 1 WTCA Center, 10 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 �ur ob r JL— Truss F04 Builders First Source, Jacksonville 0-1-8 H I— 1-3-0 Truss Type FLOOR 1-5-12 1x3 II 2 3 4 4 1 6.200 s Dec 15 J13427461 MiTek Industries, Inc. Mon Feb 21 17:02:43 2005 Page 1 0r. 11 0 ; 0-6-4 Aub c l = 1:19.3 TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). 3x6 = 5 6 71x3 = © i 1 77 17 i c q 14 13 12 11 10 8 1x3 11 f r 3x6 = E jt k I r i 11-5-0 10-6.4 ( 10 7 12 10-6-4 0-1-8 0-9-4 Plate Offsets X,Y : 4:0-1-8, Edge], 7:0-1-8, Ed e , 13:0-1-8, Edge] LOADING (psf) SPACING 2-0-0 CSI DEL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Veit(LL) -0.05 12 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.44 Ve (TL) -0.07 11-12 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.26 Ho (TL) 0.01 9 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight: 651b LUMBER B CING TOP CHORD 4 X 2 SYP No.2D TO CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D B CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 I 6-0-0 oc bracing: 9-10,8-9. f w REACTIONS (Ib/size) 15=563/0-3-8,9=653/0-3-8 f Max Grav 15=565(load case 2), 9=653(load case 1) k FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 15-16=-554/0, 1-16=-554/0, 8-17=-3/2, 7-17=-3/2,1-2=-513/0' 2-3=-1204/0,3-4=-1204/0, 4-5=-1072/0, 5-6=-418/0, 6-7=-21/16 BOT CHORD 14-15=0/29, 13-14=0/973, 12-13=0/1204, 11-12=0/1204, 10-11=0/886, 9-1-16/21, 8-9=-0/0 WEBS 6-9=-641/0, 1-14=0/659, 2-14=-639/0, 2-13=0/315, 3-13=-138/0, 6-10=0/61 5-10=-652/0, 5-11=0/261, 4-11=-185/0, 4-12=-60/0, 7-9=-31/41 I i JOINT STRESS INDEX E 1=0.63,2=0.34,3=0.16,4=0.12,5=0.35,6=0.70,7=0.07,8=0.00,9=0.23,10.72,11=0.28,12=0.07,13=0.30,14=0.70,15=0.38,16=0.00,16= 0 0.00, 17 = 0.00 and 17 = 0.00 r NOTES 1) Unbalanced floor live loads have been considered for this design. i 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss th 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard i G j Truss Design Engineer: Lawrence A. Paine, PE I Florida PE No. 21475 j Builders FirstSource - Florida, LLC ( 6550 Roosevelt Blvd. Jacksonville, FL 32244 r r February 23,2005 i connectors. Buikietz the the buildin code. For general uid delive rection Warning -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE AGE 111111-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded verti Ily and fabricated with MiTek Applicability of design parameters and proper incorporation of component into the overall building structure, including all to porary and permanent bracing, isponsibility of building designer and / or contractor per ANSI /TPI 1 as referenced b res Y 9 9 9 nce regarding Stora 9 9 9a. rY, e and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss C until of America, 1 WTCA Center 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Truss F06 I FLOOR 12 1 I J1342748 Builders First So®RW--J acksonville ,Florida 32244 3x6 11 6.200 s Dec 15 2Slfb1 MiTek Industries, Inc. Mon Feb 1 1-3-0 2 � 141 3 9 Thi Ap res y g g g s orage, delivery, e and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Cc uncil of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 acare = is r.c k I 6 I I r (t 11 t Simpson THA422 3x6 — 3x6 = 8 7 6 3x4 II 4-7- k 3x4 II 4 -7 - Plate Offsets (X,Y): [3:0-3--0—,0-0-0], 4:0-3-0,Edge], 6:0-1-8,Edge], 7:0-1-8, Edge], 8:Ed e, -1-8 LOADING (psf) SPACING 2-0-0 CSI DEL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.50 Vat (LL) -0.01 7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.25 Ve (TL) -0.01 7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.42 Ho (TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight: 34 Ib LUMBER BC TOP CHORD 4 X 2 SYP No.2D TO CHORD Sheathed or 4-7-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BO CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 i i REACTIONS (Ib/size) 8=770/Mechanical, 5=1023/0-3-8 i r FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-752/0, 4-5=-1023/0, 1-2=-822/0, 2-3=-822/0, 3-9=-822/0, 4-9=-822/0 BOT CHORD 7-8=0/0, 6-7=0/822, 5-6=0/0 WEBS 1-7=0/1051, 2-7=-668/0,4-6=0/1051, 3-6=-617/0 JOINT STRESS INDEX 1=0.41,2=0.26,3=0.26,4=0.41,5=0.39,6=0.90,7=0.90 and 8=0.39 NOTES I 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each trussth 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ffffff 2) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) tIr back (B). LOAD CASE(S) l 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) f Vert: 5-8=-10, 14=-100 I Concentrated Loads (lb) Vert: 2=-658(F) 9=-658(F) Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 k February 23,2005 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE j AGE MII-7473 BEFORE USEno s design is based only upon the parameters shown for an individual building component that is installed and loaded verti plicability of design parameters and proper incorporation of component into the overall building structure, including all ten a ally and fabricated with MiTek connectors. porary and permanent bracing, is the BuIRM11.1 ponsibility, of building designer and / or contractor per ANSI f TPI 1 as referenced b the buildingcode. For general uid nce regarding t rection Thi Ap res y g g g s orage, delivery, e and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Cc uncil of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 A Thi Ap res an 63 Job Truss Truss Type Qty ply F08 FLOOR 2 1 J1342750 R„164n.o Job Reference o tional 1-3-0 1x3 = 1x3 .200 s Dec 15 zu04 Mil ek Industries, Inc. Mon Feb 21 16:28:33 2005 Page 1 x3 11 Scale = 1:16.4 3x6 = d 00 13 f q 11 109 8 7 l Simpson THA422 9-10-d 9-10- , Plate Offsets (X,Y): 9:0-1-8, Edge], 10:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Ve (LL) -0.02 10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.23 Ve (TL) -0.03 10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.25 Ho (TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight: 53 lb LUMBER B CING TOP CHORD 4 X 2 SYP No.2D TO CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BO CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 4r REACTIONS (Ib/size) 12=521/0-3-8, 7=527/Mechanical I P FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 12-13=-517/0, 1-13=-516/0, 6-7=-522/0,1-2=-472/0, 2-3=-1021/0, 3-4=-102 /0, 4-5=-1021/0, 5-6=-471/0 BOT CHORD 11-12=0/27, 10-11=0/873, 9-10=0/1021, 8-9=0/876, 7-8=0/0 WEBS 6-8=0/627, 1-11=0/606, 5-8=-563/0, 2-11=-558/0, 5-9=0/198, 2-10=0/202, 3 10=-116/0, 4-9=-113/0 JOINT STRESS INDEX I 1 =0.58,2=0.29,3=0.13,4=0.13,5=0.30,6=0.59,7=0.20,8=0.66,9=0.19, 100.19, 11 =0.64, 12=0.35, 13=0.00 and 13=0.00 NOTES f 1) All plates are 3x4 MT20 unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss th 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard k I Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, Fl.. 32244 February 23,2005 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE I AGE MII-7473 BEFORE USE s design is based only upon the parameters shown for an individual building component that g installed and loaded all plicabiliy of design parameters and proper incorporation of component into the overall building structure, including all to to ally and and per ted with MiTeg cis the ors. porary and permanent bracing, is the i Buin"s ponsibility of building designer and I or contractor per ANSI I TPI 1 as referenced by the building code. For general guid nce regarding storage, delivery, erection bracing, consult or Handling Installing and Bracing Recommendation available from the Wood Truss C ncil of America, 1 WTCA Center, • , Madison, , WI 5 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Ddve, Madison, WI 53719 ([ � �� Job Truss Truss Type Qty PlTJ.b J1342751 F09 FLOOR 2 Reference o tional Builders First Source, Jacksonville ,Florida 32244 6.200 s Dec 15 2004 MiTek Industries, Inc. Mon Feb 21 16:55:08 2005 Page 2 LOAD CASIE(S) Concentrated Loads (lb) Vert: 1=-168(F) 2=-149(F) 4=-551(F) 12=-42(F) 3) 2nd unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-10, 1-3=-20, 3-5=-100 Concentrated Loads (lb) Vert: 1=-46(F) 2=-41(F) 4=-2020(F) 12=-154(F) 4) User defined: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-10(F), 1-5=-100(F) Concentrated Loads (lb) Vert: 1=443(F) 2=459(F) 4=4218(F) 12=387(F) Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE AGE MII-7473 BEFORE USE Buildell" This design is based only upon the parameters shown for an individual building component that is installed and loaded vert ally and fabricated with MiTek connectors. j Applicability of design parameters and proper incorporation of component into the overall building structure, including all to porary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guid nce regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, r� 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 jjo.�. Job Truss Truss Type Qty Ply J1342752 F10 FLOOR 8 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Dec 15 2004 MiTek Industries. Inc. Mon Feb 21 16:51:12 2005 Paae 2 LOAD CAS[f(S) Concentrated Loads (lb) Vert: 1=-304(F) 3) 2nd unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-10, 1-2=-20, 2-5=-100 Concentrated Loads (lb) Vert: 1=-83(F) 4) User defined: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-10(F), 1-5=-100(F) Concentrated Loads (lb) Vert: 1=395(F) Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded ver ically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all te nporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guic lance regarding storage, delivery, erection BuK*rS and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss C ouncil of America, 1 WTCA Center, �� 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 i Job Truss I Truss Type Oty Ply J1342753 F11 I FLOOR Job Reference (optional) 6.200 s Dec 15 2004 MiTek Industries, Inc. Mon Feb 21 17:00:42 2005 Page 2 LOAD CASE'(S) Concentrated Loads (lb) Vert: 1=-308(F) 2=-274(F) 5=-2178(F) 17=-282(F) 2) 1st unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-14=-10, 1-3=-100, 3-7=-20 Concentrated Loads (lb) Vert: 1=-169(F) 2=-151(F) 5=-323(F) 17=-42(F) 3) 2nd unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-14=-10, 1-3=-20, 3-7=-100 Concentrated Loads (lb) Vert: 1=-46(F) 2=-41(F) 5=-1186(F) 17=-154(F) 4) User defined: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-14=-10(F), 1-7=-210(F) Concentrated Loads (lb) Vert: 1=443(F) 2=459(F) 6=2629(F) 17=387(F) Warning - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI47473 BEFORE USE Builders This design is based only upon the parameters shown for an individual building component that is installed and loaded ve ically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the j responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general gui lance regarding storage, delivery, erection j and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss C ouncil of America, 1 WTCA Center,• 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 j jj. 1� Tt Afe ar 63 J1342755 r - T100 IFLAT 12 1 q Builders First Source, Jacksonville ,Florida 32244 3-4-12 6-7-12 9-10-12 13-1-12 16.4-12 19-9-8 -- — -T"—�- 3-4-12 3-3-0 3-3-0 — I 3-3-0 3-3-0 3-4-12 Scale = 1:34.3 E if 6x8 = 6x8 = 4x6 = 2x4 I v 4x6 = 6x8 = 6x8 = 2 3 5 6 I 13 12 11 15 10 16 17 9 18 3x6 II 6x8 = 6x8 = 10x12 =jf 6x8 = 6x8 = 3x6 II 3-4-12 6-7-12 9-10-12 k 13-1-12 16-4-12 19-9-8 3-4-12 3-3-0 3-3-0 3-3-0 3-3-0 3-4-12 Plate Offsets (X,Y): [2:0 -3-8,0-3-0],[6:0-3-8,0-3-0],[9:0-3-8,0-3-0],[10:0-3-8,0-3-0] [12:0- .8,0-3-01, [13:0-3-8,0-3-01 LOADING (psf) SPACING 2-0-0 CSI Din (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.77 Ve (LL) -0.38 11 >618 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.00 BC 0.90 Ve(TL) -0.53 11 >442 240 BCLL 10.0 Rep Stress Incr NO WB 0.80 Ho' (TL) 0.03 8 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Wi d(LL) 0.48 11 >485 240 Weight: 326 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D T P CHORD 2-0-0 oc purlins (5-11-5 max.): 1-7, except end verticals. BOT CHORD 2 X 6 SYP NoAD BC T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 1, 7 REACTIONS (Ib/size) 14=1961/0-3-8,8=2282/0-3-8 f Max Uplift 14=-1504(load case 2), 8=-1721 (load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-1676/1324, 1-2=-5734/4344, 2-3=-1 090218134, 3-4=-14094/10363, -5=-14094/10363, 5-6=-11734/8696, 6-7=-6548/4893, 7-8=-1899/1475 BOTCHORD 13-14=-539/681, 12-13=-4344/5734,11-12=-8134/10902,11-15=-8696/11734, 10-15=-8696/11734, 10-16=-4893/6548, 16-17=-4893/6548, 9-17=-4893/6548, 9-18=-623/805,-18=-623/805 WEBS 1-13=-3966/5268, 2-13=-1598/1310, 2-12=-3952/5388, 3-12=-1190/971, 3- 1=-2324/3327, 4-11=-42/250, 5-11=-1738/2460, 5-10=-941/803, 6-10=-3965/5407, 6-9=-1581/1298, 7-9=4452/5987 i NOTES P 1) Special connection required to distribute web loads equally between all plies. r 2) 3 -ply truss to be connected together with WS USP (0.25"X Girder Thickness) Screws as fc Ilows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc, Except member 4-112 X 4 - 1 roves at 0-4-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unle ss otherwise indicated. 4) Wind: ASCE 7-98; 120mph (3 -second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Catego II; Exp C; partially; MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 5) Provide adequate drainage to prevent water ponding. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstandin 1504 Ib uplift at joint 14 and 17?k% Design Engineer: Lawrence A. Paine, PE uplift at joint 8. Florida PE No. 21475 Builders FirstSource - Florida, LLC LOAD CASE(S) Standard 6550 Roosevelt Blvd. Jacksonville, FL 32244 1) Regular: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) February 23,2005 Vert: 1-7=-54, 8-14=-30 ZWFItM0*d1&r""1$n parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE is design is based only upon the parameters shown for an individual building component that is installed and loaded ver / ically and fabricated with MiTek connectors. Buildel pliability of design parameters and proper incorporation of component into the overall building structure, including all to porary and permanent bracing, is the >ponsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general gui anca regarding storage, delivery, erection.0 d bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss of America, 1 WTCA Center, Tuncil 00 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 iii F� 0 y � D D y rn Z D X rn rn r � N � I J r rn ) ( A�w 0 0 � 0 �Q O Z O Q� ? (D ? �� p H aan ?9 -�•ocD °� �o cm nQ3'�'m Z .n 0 O (Dl C C F A C S D 5D D (D- OC ° ° QO WO 0000_ c (Qfl °Q 507 05 <Oj Q30a0 0 No. Qo. cDoo' o'Q 3Q �o�° m CO C� �ON, �0 Q°6 (D d' Z 0 O O v _ 0' D 00 °� 3�� dao opo n.(D v> (D O (D (D n (D j =� (Qs 0n�, °° N om 0 a °Q a ma� � C) 00�� Z � r ate• l TOP CHORD TOP CHORD N Z w n pO 0 icr0 n x O w m 7D 0 �• O >%o I� n ^ O Z N = y 0 m ~ Z O O O c Go m x D A m Ln 01A 10 0, LI) �0 10 O" -4 01 ca m n 00 O V A A G Q A 10 -0 z <N N 01 m C < N o D v w y m O O m C a Z lv (A O 7 V m t P 01 TOP CHORD TOP CHORD N z O icr0 n x O w 7D 0 �• N 4 A - (D n (D O t ci O n C W r v J p Q D -R o (Q C �� n O c c Q c Q o'er o n o u� �0 moo Qo 00Z 0 °� 0 0� 0(D 0 3 ��,� a� `o'�° m �Q°. p M 0' o (DO O v (D p ° Q3 (D N O n N w w'° (D 3 (D 5.a ^ o a () O j Q O �' (� (D0 v 7'� N (D O X N p ° O O Q a (D ° (° (D (� 0 V, Qa o0 0(� (�00 m�°o °� ��o �`o o <(D Q(D m(D CT m D- (D OO ° °o D0 3 =y_ ° o m °3 D -p-- 5*° -0 ca ooa mm� 0c (D 07 mo Q .0 Q�� °�' (Q�' °0° o 0:3- (DD O Qx ��D -•o �N� 0�0 0.a• .Q0 30 3 (�o m� 3� °m Vim° H Q(D ° oo ?--0 - 3(D D� �D a m -o i'++° cQ m O n ^t D (D V O O O v, ( p 0 c n � oQ °3 Q �a mQ oo o-0 3Q o Q 3 �3 0o D° �. mo,N c ��. Om N� _O �� an �O a — (DO`^ ,00 n O(D 3- 1y:3 p. y -a3 �a 5'Q Do m Q� (D n ��a �� 3D 0-0 �Na c n Q NQ pa" p-. (DN (D 0a M :a D O ((D OC °(p �� D Dcc� � _ CD :3 �`� ^y �� y.Q ao mQ cc3 a QCD' (D Qn ac Q -0 (D c v_O (p -O� -n W� �Q D7 D (D o0 3n nQ v, v"'i �• Q� N cQ cQ Q cQ cQ ° N. �. a D -� m ° a Q D m' o ° cD (D QD 3 ^ (� O (°D O' O O 7 O� �D D �� (D Q mD 3 Z Q "n �n 3 0 Z O O Q O Q 60 `W N (D M. O 0 N MAP SHOWING A SURVEY OF CONDOMINIUM UNIT 1 OF SCHEIDEL; COURT CONDOMINIUMS f A PART OF TRACT "A", S HEIDEL COURT, AS RECORDED IN PLAT BOOK 7, PAGES 99 AND 99A OF THE CURRENT PU LIC RECORDS OF DUVAL COUNTY, FLORIDA. CD R tv F I 4 FOUND 5/8" REB < s 9 ° Ri�yT PIPE, LB 6991 ^O,r 4 'q SEWER J �'9Y N L� MANHOLE S> BENCH MARK V ELEVATION+.11.92 (NGVD 1929) EWER VALVES 1.3' z I �' CONCRETE SE.T.- DRIVEWAY •.DRIVEWAY 23.5 b WATERS*� �' TRANSFORMER o ' METER O PAD m Q c L'(Lr' aCONCRETE cn fTl 4 . DRIVEWAY W (�J PAD BRICORY'3� 'c(f�. ° I o 0 O m O RESIDENCE ` I Z �ry No. 1104 Q FE?�`�I ;D rn 12.91 O F 12.93 „`V ^�. NGVD1929 U' (NGVD1929) 2 STORY I a u'. (— O !V 8.5 BRICK ' PAD m °u '�' N D s ?03, RESID NCE „ni Q I n -_; D II 0 �� No. 11 6 UNIT 2rTl ^ m m I T Q •' V NCRfT('z' /V U A SFORMER `. i 4' (�O I AD WATER vJ 57.72' _ _ METER FOUND 1/2- IRON PIPEl6 3672 SET 1/2- IRON I FOUND 1/2- IRON , PIPE. LB 3672 PIPE, LB 3672 (� S82 -54'30"W 16.65' I UNIT I THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) I AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL I NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. THIS SURVEY WAS MADE FOR THE BENEFIT OF MARGARET DORSETT; ELIANA BASS; BEACHES HABITAT; FLORIDA HOUSING FINANCE CORP.; NOTES: ATTORNEYS' TITLE INSURANCE FUND, INC.; 1. THIS IS A BOUNDARY SURVEY. DON H00, BALL & MCMENAMY, P.A. 2. NO BUILDING RESTRICTION LINES PER PLAT. 3. BEARINGS BASED ON WEST LINE OF UNIT 1, BEING NORTH 07.05'30" WEST PER PLAT. 4. FFE DENOTES FINISH FLOOR ELEVATION. 'NOT VALID WITHOUT THE SIGNATURE AND THE DON W. BOATWRIGHT, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 SURVEYOR AND MAPPER.- FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY. -5,— BOATWRIGHT LAND S RVEYORS INC. 1500 ROBERIVE DRAWN BY: CRT ' DATE: MARCH 27, 2006 TS D FILE #: 2006-408 JACKSONVILLE BEACH, F RIDA 241-8550 SHEET 1 OF 1 Building, Planning & Zoning Inspection Department Date Requested: Contractor Name: Permit #: Property Address: Legal Description: t CITY OF ATLANTIC BEACH CERTIFICATE 6F OCCUPANCY WORKSHEET rJ Improvements to the above-described p accordance with the terms of the permit occupancy as: M Single -Family Reside Cl Commercial L;l Other: Lowest Floor Elevation: Required .y have been completed in are certified to be ready for As Built 2�a-78 The follounng must be completed before issu ng Certi ftcate of Occupancy.- ccupancy:Department Department Date NotifiedDate b Approved Approved By Fire Dept. — Public Works _ ? .. 0 6 Planning Dept. Building Dept. �(, (j , O %(- p Final Survey with FFE /Yes All Re -Inspect Fees Paid Ed Yes Q' No Dle ❑ No Cunningham, Kerri From: Walker, Chris Sent: Friday, April 07, 2006 8:08 AM To: Cunningham, Kerri Subject: RE: Request for CO Inspection Everything is good here. From: Cunningham, Kerri r Sent: Thursday, April 06, 2006 4:06 PM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Walker, hris; Nodine, Phil Cc: Graham Shirley; Matthews, Carlene; Lanier, Joyce Subject: Request for CO Inspection i Paul Finley from Beaches Habitat has requested a final CO and 1106 Scheidel Court, permit 05-31624. Paul can be rez Thank you! Ke -rivC Assistant Building Permits Clerk City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5800 Phone 904.247.5845 Fax 4/7/2006 Page 1 of 1 action for 1104 Scheidel Court, permit 05-31623 at 334.2278. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-0 031873 Date 12/28/05 Property Address . . . . . 1104 SCHEIDEL CT Tenant nbr, name . . . . . . NEW SERVICE 150AMP/240V Application description . . . ELEC RIC ONLY Property Zoning . . . . . . . TO B UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BROOKS & LIMBAUGH ELECTRIC CO 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 (904) 241-9051 --------------- ------------------ -- ---------------------------- Permit . . . . . . ELECTRICAL PER IT Additional desc . . Permit Fee . . . . 95.00 Plan Check Fee .00 Issue Date Valuation . . . . 0 Fee summary Charged ----------------- ---------- Permit Fee Total 95.00 Plan Check Total .00 Grand Total 95.00 P4id 95.00 .00 95.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF A' BUILDING CODES. BUILDING OFFICIAL Credited Due ---------- ---------- .00 .00 .00 .00 .00 .00 BEACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEACH ELECTRICAL PE y, RMIT APPLICATION Property Address: f/O Owner: 00 icontractor: r Contractor Address: LQV-2 St In consideration of permit g;ven for doing accordance with the attached I the work as deseribod i. ordinance Pans and speciBcadons whir attC a and standards of ood ractice listed therein. BuiIN �' Building Type; p Trailer Z) Old B�Residence O Commercial O Temp, I Z Re -wire O Signs O Addition Sq. Ft. Cooductor Siz AMPS: _ Switch or COPPER Breaker AMPS Existing Service PH Size AMPS PH Feeders N0. Lighting Outlets SIZE NO SIZE CONCEALED Receptacles CONCEALED Switches Incandescent Fluorescent & M V Fixed Appliances Air Conditionine H.P.RA:T1:N::G:0:R::::::tH H-PRCOMP. .P. RA THER .I Motors 0-1 H.P Transformers N�ER6 `o �'eoo_Transf. Ea Seen tit:sccllaneous i A 10 VOLTAGE KVA i ✓► e a, _ Date: ) Z 2Q'4s Telephone #: 2 o j/_ z yJ_ / . L � eC• Telephone #: q - I �-- _ Fax #: the above statetaenc. we hereby agree to an hereof acid in accordance with the Perform said work in Ciry of Atlantic Beacb 9'$--Net If other consaucvoo is eW �� dooc on O this dtddJDs Increase Or si[c, list the budding O Repair Permit numtxr: ALUMIM r>u --- ---Z W N0 SIZE OPEN OPEN VOLT VOLT 9 WAY Fcf WAY TRANSFER. AMPS CEILING KW -HEA HEAT PH N0. OVER 1 H.P. pt-rc NO KVA 800 Seminole Road -Atlantic, j�lorida Y 32233-5445 r Phone: (904) 247-5800. Faz: (904)247-5845 •6h p //WWW -c - t antic- beach. fl. us J� f i .. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r " /z -)ATLANTIC BEACH, FL 32233 r f 1 ` INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031722 Date 11/30/05 Property Address . . . . . 1104 SCHEIDEL CT Tenant nbr, name . . . . . . INSTALL 13 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1 0 Owner----- ------- Contractor ---- ------------------------ BEACHES HABITAT ADVANTAGE PLUMBING GREG GAUSE INC 632 2ND AVENUE NORTH JAX BEACH FL 32240 (904) 247-9848 --------------------------------------- ---------------------------------- Permit PLUMBING PERM T Additional desc . . j Permit Fee . . . . 126.00 Plan Check Fee .00 Issue Date . . . . ► Valuation . . . . 0 Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total Charged ] 126.00 .00 126.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILDING CODES. BUILDING OFFICIAL aid Credited Due 126.00 .00 .00 .00 .00 .00 126.00 .00 .00 BEACH ORDINANCES AND THE FLORIDA rs'1ri�, CITY OF ATLANTIC BEACH y ' PLUMBING PERMIT APPLICATION J I Date: J 1 /31- /a>- Property a> Property Address: —&OS ; Owner: SE94A -Tl r44 7- Telephone #: 2'7% J 222 Contractor: z 1 vim 13 Telephone #:- �(� 4 Contractor Address: 1 Fax #: In consideration of permit given for doing the work as described in the aove statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part reof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the i�ost recent edition of the Southern Standard Plumbing Code. Plumbing Type: / If other construction is being done on this building or site, MNew list the building permit number: ❑ Re -Pipe Number of Fixtures: ° 1 Bath Tubs Showers E Closets Shower Pans Dishwashers_ Sinks 1� Disposals Urinals Floor Drains F l Washing Machine 2 Lavatory f Water Sewer � Water Heaters Other Fees F e Permit Issuing Fee: $35.00 Total Fixtures: %J X $7.00 + $35.00 = 2 6, u� 800 Seminole Road • Atlantic Beach Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • ttp://www.ci.atiantic-beach.fl.us Revised 1/04 Application Number . . . . . Property Address . . . . Tenant nbr, name . . . . . . Application description . . . Property Zoning . . . . Application valuation . . . Owner ------------------------ BEACHES HABITAT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 j INSPECTION PHONE LINE 247-5826 05- 0031623 Date 1104 SCHEIDEL CT NEW RESIDENTIAL DUPLEX TWO FAMILY RESIDENCE TO EE UPDATED 1 88836 ----------------------------------------- Permit . . . . . . BUILDING PERMI Additional desc . . Permit Fee . . . . .00 Issue Date . . . . 11/30/05 Expiration Date . . 5/30/06 ---------------------------------------- Other Fees . . . . . . . . . CITE CAPI STAT Fee summary ----------------- Permit Fee Total Plan Check Total Other Fee Total Grand Total WAT WAT WAT 11/30/05 Contractor ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241 -1222 ------------------------------------ Plan Check Fee . . .00 Valuation . . . . 88836 ----------------------------------- RADON SURCHARGE .30 AL IMPROVEMENT 325.00 RADON SURCHARGE 5.89 IMPACT FEES 1250.00 IMPACT FEE 410.00 CONNECT/METER ONLY 85.00 CROSS CONNECTION 35.00 Charged ---------- Paid ---- Credited Due 00 ---- .00 ---------- ---------- .00 .00 .00 .00 .00 .00 2111.19 2 11.19 .00 .00 2111.19 2 11.19 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL MY OF BUILDING CODES. BUILDING OFFICIAL BEACH ORDINANCES AND THE FLORIDA 31la23 CITY OF ATI PERMIT CALC Address // (5 `f Se .14E 1 t7, c -- CIC BEACH .TION SHEET Date: � �36,0) Heated Square Footage 2 6, @ $ -7 1-13 F per sq ft = $ 0 t y' Garage,/'Shed 2,6 @ $ 3 f • `f 6 per sq ft = $ Carport / Porch D @ $ per sq ft = $ Deck Patio 3L Total V luation TOTAL VALUA per sq ft = $ per sq ft = $ f 1st $ }'— -- �' �= M P T" $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TO�AL BUILDING FEE $ 10( -//--- ZONING: Ws'- t + ;/2�Filing Fee $ FLOOD ZONE: ,(aireplaces @ $35.00 $ O IMPERVIOUS SURFACE: J�4 d r 1/13/03 BUI DING PERMIT FEE $ it1 / fi WA ER IMPACT FEE S/ < a SE WA R IMPACT FEE ER METER/TAP 2 J-6 i> CAAITAL IMPROVEMENTX Ci ►��'Y, SEWER TAP $ -� - C (I r6) RADON HRS .0050 �,$� 40, Q ` 7 5fi�tt r c ct G SECTION CROSS H PAVING ( CONNECTION ) $ - O -- _ p,,3 Cfy�s+_ ST44i.) SURCHARGE sGH U2-- OTIER $ r 5 GRAND TOTAL UE: $ 1/13/03 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 t d Application Number . . . . . 05-00031623 Date 12/09/05 Property Address . . . . . . 1104 SCHEIDEL CT Tenant nbr, name NEW RESIDENTIAL DUPLEX Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO B UPDATED Application valuation . . . . ;88836 Owner Contractor BEACHES HABITAT ------- ----------------- BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ---------------------- f (904) 241-1222 Permit -------------------------------------------- BUILDING PERMI Additional desc Permit Fee .00 Plan Check Fee 00 Issue Date . . . . 11/30/05 Valuation . . 88836 Expiration Date 5/30/06 4 ---------------------------------------- Other Fees . . . ------------------------------------ . . . CITY RADON SURCHARGE .30 CAPITAL IMPROVEMENT 325.00 STATE RADON SURCHARGE 5.89 SEWER IMPACT FEES 1250.00 WATE IMPACT FEE 410.00 WATE CONNECT/METER ONLY 85.00 WATE F CROSS CONNECTION 35.00 Fee summary Charged P id Credited Due Permit Fee Total .00 1 ----- ---------- ---------- .00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 2111.19 2 11.19 .00 .00 Grand Total 2111.19 2 11.19 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF A#ANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEAC#I BUILDING / ZONING DEPARTMENT 800 Seminole Road Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # (Q aic Property Address: Applicant: Project: cc: Ford C-Hlygi�ns rr UJ This permit application has been: ❑ Approved Please re -submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACI PUBLIC UTILITIES DEPART 1200 Sandpiper Lane I Atlantic Beach, Florida 32233 (904) 247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # O,`) - Property Address: I Applicant:b-CO-Che2t-,464 Project: Y (� �i�l!�i" Your application is approved as Final application approval must ❑ Your permit application has been rviewed and the following items need attent 1 l Q, �T l ,X oted by the Public Utilities Department. ome from the Building Department. I by the Public Utilities Department on: weT C-9-♦ 1 Gtr t� 7- W-1-- I t� I i Please submit these requirements to the Public U ities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can a rove your application. If you have any questions, please call (904) 247-5834. Revie b Donna Kaluzniak, Public Utilities Dii Signature Contractor Notified Date !! 4r Date /lam 6 -0 CITY OF ATLANTIC BEACH' PUBLIC WORKS DEPARTM�, 1200 Sandpiper Lane Atlantic Beach, Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # �(-),7)_, Property Address: Applicant: Project: UZ uO f our application is approved as noted Final application approval must �ome ❑ Your permit application has been r�iewed and the following items need anent' by the Public Works Department. from the Building Department. { by the Public Works Department n: t Y P Please submit these requirements to the Public Atlantic Beach, FL 32233 in order that we can questions, please call (904) 247-5834. Review b k Carper, P.E., Public Works Direc Signature Contractor Notified Date(L�cp� Department, 1200 Sandpiper Lane, your application. If you have any Date �r �� W Valuation of proposed construction: $80,000.00 Is approval of Homeowner's Association or other private entity req Will this project involve changes in elevation, site grade or any use of fil ❑ KO. Applicant certifies that no change in site grade or fill Q' YES. See Step 2 below. Approval of the Public Works Dep Permit. See attached Sub Prelim Plat Reviei El NO. Applicant certifies that no trees will be removed for t VES. Removal of Trees will be required for this project. T Removal Permits to be reviewed by the Tree ConserA Tree permit approved on 12/21/04. Procedure: In order to expedite Issuance of permits, please follow all Incomplete applications may result in delay in issuance of permit. No If yes, please submit with this application. material or the removal of any trees? naterial will be used on this project. xtment is required prior to issuance of a Building Permit. is project. LEE REMOVAL PERMIT IS REQUIRED. Tree tion Board, which meets two times each month. and provide all information as appropriate. STEP 1. Verify zoning designation and proper setbacks for the proposedconstruction. 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 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, 11 32233, Telephone: (904) 247-5826. Page 1 800 Seminole Road — Atlantic Beac , Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-5845 http://www.ei.atiantic-beach.fl.us Revised 1/14/03 ' CITY OF ATLAN IC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: 11/8/05 Job Address: 1104-1106 Scheidel Court (duplex — condominium) Owner of Property: Beaches Habitat Address: 1671 Francis Ave. Atlantic Beach FL 32233 Telephone: (904) 241-1222 2 Lot Number:_ Zoning District: Legal Description: Block Number: Scheidel Ct. "Tract A' Units 1 Contractor: Beaches Habitat Statel License Number: Contractor's Address: 1671 Francis Ave. Atlantic Beach FL 3223 Telephone: (904) 241-1222 Fax: 904 241-4310 lex Describe proposed use and work to be done: construct residential du Present use of land or building(s): vacant land Valuation of proposed construction: $80,000.00 Is approval of Homeowner's Association or other private entity req Will this project involve changes in elevation, site grade or any use of fil ❑ KO. Applicant certifies that no change in site grade or fill Q' YES. See Step 2 below. Approval of the Public Works Dep Permit. See attached Sub Prelim Plat Reviei El NO. Applicant certifies that no trees will be removed for t VES. Removal of Trees will be required for this project. T Removal Permits to be reviewed by the Tree ConserA Tree permit approved on 12/21/04. Procedure: In order to expedite Issuance of permits, please follow all Incomplete applications may result in delay in issuance of permit. No If yes, please submit with this application. material or the removal of any trees? naterial will be used on this project. xtment is required prior to issuance of a Building Permit. is project. LEE REMOVAL PERMIT IS REQUIRED. Tree tion Board, which meets two times each month. and provide all information as appropriate. STEP 1. Verify zoning designation and proper setbacks for the proposedconstruction. 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 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, 11 32233, Telephone: (904) 247-5826. Page 1 800 Seminole Road — Atlantic Beac , Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-5845 http://www.ei.atiantic-beach.fl.us Revised 1/14/03 Y In addition to construction and engineering detail, plans must contain the being performed. Scale of drawings should be sufficient to depict all reqs 1. Current survey showing the property boundary with bearings and di: 2. Location of all structures, temporary and permanent, including setba Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre -construction tc 4. Any significant environmental features, including jurisdictional wed 5. Impervious Surface area calculations: include driveways, sidewa may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all info tion provided `wi�th this application is Corr( Signature of owner: wing information as appropriate for they type of work information in a clear and legible manner. es and the legal description. building height, number of stories and square footage. rapntcat survey. CCCL, natural water bodies. patios and other Impervious Surfaces. Swimming pools Date: I hereby certify that I have read and examined this application and know t e 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 permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that required. Signature of Contractor: Address and contact information of person to receive all N Mailing Address: 1671 Francis Ave.. Atlantic Bi Telephone: (904) 334-2278 AS TO OWNER: Sworn to and subscribed before me this day of Sate of Florida, County of Duval JEANNE M. SHAW Personally known Notary's Signature: C PAY COMMISSION # DD 435986 Produced identification Personally known oa EXPIRES: May 31, 2009 p Type of identification p f Bonded Thru Notary Public Underwriters Produced identification Type of identification p AS TO CONTRACTOR: Sworn to and subscribed before me this O day of State of Florida, County of Duval Page 2 plans and supporting data have been or shall be provided as Date: % �C , 01 this application (please print). E -M !� , 20 O'S_. T -L_ Driy l a L ,20 0 S 800 Seminole Road — Atlantic Beac , Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-5845 http://www.ci.atiantic-beach.fl.us Revised 1/14/03 Notary's Signature: JEANNE M. SHAW .: MY COMMISSION # DD 435986 Personally known EXPIRES: May 31, 2009 Produced identification y Bonded Thru Notary PubleUntllnVthen Type of identification p Page 2 plans and supporting data have been or shall be provided as Date: % �C , 01 this application (please print). E -M !� , 20 O'S_. T -L_ Driy l a L ,20 0 S 800 Seminole Road — Atlantic Beac , Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-5845 http://www.ci.atiantic-beach.fl.us Revised 1/14/03 CITY OF ATLAN C BEACH FLOOD PLAIN DEVELOPM NT INFORMATION Location: 1104-1106 Scheidel Ct., Atlantic Beac), FL 32233 Type of Development: Residential duplex Flood Zone: X E Required Lowest Floor Elevation: 12.90 E 4 If building is located within a flood hazard zone, a su I ey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST LOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Permit. COMMENTS: i a R Applicant Acknowledgement: I understand that the is3uance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: c �`` , Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: I Building Department Representative Revised 1/17/03 a Application Number . . . . Property Address . . . Tenant nbr, name . . . . . Application description . . Property Zoning . . . . . . Application valuation . . . Owner ------------------------ BEACHES HABITAT CITY OF ATLANTIC BEACH ! 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 04-0)100067 Date 12/09/04 SCHE DEL CT FINAL ENGINEERING PLAN RE SUB RELIM PLAT REVIEW TO B UPDATED 0 ---------------------------------------- Permit . . . . . . SUB. PRELIM. P Additional desc . . Permit Fee . . . . 250.00 Issue Date . . . . Contractor ------------------------ CONNELLY & WICKER INC.(ENG) ATLANTIC BEACH FL 32233 (9 04) 249-7995 ----------------------------------- kT REVIEW Plan Check Fee . . Valuation . . . . Fee summary Charged Poi.d Credited Due . Permit Fee Total 250.00 250.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 250.00 250.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY 01 ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING:CODES. i BUILDING OFFICIAL NOTICE OF C011/2AENCENIENT State -07- N TIA Tax Fa i Nq, County of To Wriprnit May Concern: i (� The hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Flori�ld!Statutes, the following information is stated in this NOTICE F COt' 24ENCEiVlENT. Legal D esription of property beim improved:ti i tr Address c1property, being improved: General decription of improvements: r:�, n�,�•S`,t ;A -C4- ,4.51=-t, a1)k ,Pt_� v'"7! t ,4JJ�r, ,,lav y�. ,G''i;t Vii_ � -7 Owner: `c G >: S Address: Owner's inerest in site of the improvement: Fee Simp leTitleholder (if other than owner): j, Tiala e: . ontfactbr: .�i rrr r;t9�= • j�R-':5r ;'� �' Address: IGS`%I -Telephone No.: J -•y-- "l- s!1 /? 2__L` Fax No: z Surety (if any) Address: Telephone No: Fax No: _ Doc # 2005413070, OR BK 12875 Page 53, Number Pages: 1 Name and address of.any person, making a loan for the construction of the i Name: Filed & Recorded 11/09/2005 at 10:11 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 Address: Phone No: Fax No: Name of person within the State of Florida,. other than himself, designated served: Name: by owner upon whom notice -s or other documents. may be Address: Telephone No: _ Fax No: Ln addition to himself, owner designates the following person to receive 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: a copy of the Lienor's Notice as provided in Section Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is. one (1) specified): /"Z -- 31--&- , year from the date of recording unless a different date is THIS SPACE FOR RECORDER'S USE ONLY JEANNE M. SHAW MY COMMISSION # DD i 435986 EXPIRES: May 31, 2009 P,(„{; Bonded Thai Naery Public Underwri�era OWNER Signed: Before me this day of N� Of Florida, has personallyappeared -Pc-,L 5 . }_.; r`� Notary Public at LarSe, S to of Florida, County of Duval. lvly commission expires: Fk 31 , a00 01 Personally Known: Produced Identification: Date: in the County of Duval, State or NJ 1Y4 Beaches Habitat for Humanity of the November 11, 2005 Ms Donna Kaluzniak Public Utilities Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Kaluzniak, I have submitted a building permit application Beaches Habitat will not be installing a fire sp will not be installing an irrigation system. Please give me a call (904-241-1222) if you Sincerely, Paul Finley Construction Manager avitat nville Beaches, Inc. a duplex at 1104-1106 Scheidel Court. ler in this structure. In addition, we any additional information. P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241-1222 174 Beaches Habitat for Humanity of the J November 11, 2005 Mr. Don Ford Building Official City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Don, Attached are the following materials in support building permit for 1104-1106 Scheidel Court: 1) One (1) copy of Building Permit ApplicE 2) Four (4) copies of architectural plans 3) Two (2) copies of structural engineering 4) Two (2) copies of roof truss plans 5) Two (2) copies of floor truss plans 6) Two (2) copies of HVAC Energy Sheets 7) One (1) copy of recorded Notice of Com 8) One (1) copy of letter to Ms Doerr regar( 9) One (1) copy of letter to Ms Kaluzniak r, systems. 10) One (1) copy of letter to Mr. Carper rega control plans. abitat nville Beaches, Inc. 0 Beaches Habitat application for a site drawing ling fire sprinkler & irrigation drainage, and erosion & sediment Please let me know if any additional information js required. Thank you, Sincerely, Paul Finley Construction Manager 904.334.2278 attachments P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241-1222 kTllil Beaches I Habitat for Humanity of the Jack November 18, 2005 Ms Sonya Doerr Community Development Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Doerr, abitat"' nville Beaches, Inc. NOV 1200 I have submitted a building permit application foi a duplex at 1104-1106 Scheidel Court. This duplex is one of nine duplexes being constructed as part of Scheidel Court Condominiums. The development is structured a� a condominium for low income families. As such, we are attempting to incorporate a unified design for the neighborhood. f At the same time, we have incorporated some dif erences in external design so that the nine duplexes are not identical. For example, this particular duplex will have a 32 inch high brick wainscot along the entire front wall. In addition, columns are being added under the cantilevered bedrooms. Some of the f nt windows will be four feet wide, vs the standard 3 feet, and the front doors will inco orate some glass rather than being solid steel doors. Please give me a call (904-241-1222) if you Sincerely, Paul Finley Construction Manager any additional information. P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241-1222 this Chapter. Every Building or Structure hereafter erected shall be located on a Lot as defined herein; and in no case shall there be more than one () Principal Building on one (1) Lot, except as otherwise provided in this Article. (h) Duplicates or externally similar Dwellings. Constn that are duplicates of another Single-family or T, hundred (500) feet shall be prohibited. This provisi not apply to Two-family Dwellings, Townhouses or Development Project with a unified design theme. l minimum of five (5) of the following characteristics (1) Roof design and roof color. (2) Exterior finish materials, excluding paint color. (3) Window sizes and shape. (4) Main entry door style and location. (5) Number of stories. (6) Attached/detached garage. (7) Front or side entrance garage (if attached). (i) Temporary residence. No trailer, basement, tent, Building or vehicle shall be used as a residence, residence of temporary character be permitted in any 0) Minimum Floor Area for residential Dwelling Units: ion of Single-family or Two-family Dwellings ►-family Dwellings within a distance of five . shall apply to external features only and shall ndominiums when constructed as part of single determining compliance with this provision, a all be substantially different. garage, camper, bus or other Accessory irily or permanently, nor shall any such t District. (1) One (1) story: One thousand (1,000) square feet 0� enclosed living area. (2) Two (2) story: Six hundred fifty (650) square not less than a total of one thousand (1,000) sq (3) Two-family Dwelling (duplex): Each unit shall living area. (4) Apartment Dwelling Unit: i. Efficiency with bedroom area combined square feet of enclosed living area. ii. One (1) bedroom with individual bedroom areas, five hundred seventy-five (575) square of enclosed coverage on the ground floor and feet of enclosed living area. nine hundred (900) square feet of enclosed other living areas, four hundred eighty (480) permanently partitioned from other living of enclosed living area. iii. Two (2) bedrooms with each individual bedroom area permanently partitioned from the living areas, seven hundred (700) square feet f enclosed living area. iv. Three (3) bedrooms with each individual be( living areas, eight hundred forty (840) square V. Four (4) bedrooms with each individual bed living areas, nine hundred ninety (990) square vi. Over four (4) bedrooms, add one hundred additional room. Initial Effective Date: January 01, 2002 as adopted by Ordinance Number 90-01-173 37 in area permanently partitioned from other of enclosed living area. i area permanently partitioned from other of enclosed living area. (150) square feet of enclosed living per Last amended April 11, 2005 as adopted by Ordinance 90-05-186 Certificate of Occupancy�_� PERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: Building Inspections: Tree Permit # Electrical Permit # Temp, Pole Permit # Footing Slab Tie Beam Lintel Nailing / Sheathing Framing / Cover Up Insulation Final Building Temp. Power Letter Received: Inspections: Rough Electric Temp. Power Temp. Pole Final Mechanical Permit # Inspections: Plumbing Permit # ( Q • "/ 14 -'5— Inspections: Inspections: Rough / Underslab Water ! Sewer Drainage Inspection: (-- —� Pool Permit # Inspections: Roofing Permit # I Inspections: Nailing / Sheathing Fire Inspection: Failed Inspections: Type Work: Phone iF Z 2 2 - Date Date Issued: 30 - p,tl Date ! Copy to JEA Date /Copy to -� JEA C Released to JEA Released to JEA Released to JEA Released to JEA Final Topout Final FEEEEEEI Final Final EEEEEEI Final F7====== Date Paid: (-- Date Paid: 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: April 10, 2006 Owner: Beaches Habitat Address: 1106 Scheidel Ct, Atlantic Beach, Florida 32233 Construction Type: Wood Frame Use Classification: Duplex Permit Number: 05-31624 DON C. FORD, C.B.O Building Official Post in a conspicuous space. MAP SHOWING A SURVEY OF CONDOMINIUM UNIT 2 OF SCHEIDEL '!`COURT CONDOMINIUMS A PART OF TRACT "A", SCHEIDEL COURT, AS RECORDED IN ,PLAT BOOK 5`7, PAGES 99 AND 99A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I C FOUND 5/8' REBAR PIPE, LB 6991 FOUND 1/2" IRON PIPE, LB 3672 NFA SO' R/chT OF w I SEWER MANHOLE BENCH MARK 4 ELEVATION -11.92 (NGVD 1929) 1.3' \ • d I CONCRETE'• DRIVEWAY. k b UNIT 1 .a •� ?p z c A/C 2 STORY'`; 0 PAD BRICK D a RESIDENCE C ArV No. 1104 fit' f 3? FFE N =12.93 Ib cV II (?3 4B / R I'q[ SFS 'w - ASA 69 31' T° �R 2s 2S'*°N C cu SET 1/2' IRON 'WATER PIPE. LB 3672 •' METER Q • CONCRETE <DRIVEWAYQ FFE 12p 12.1 `3 (NG _01929) (NGVD1929) 2 STORY BRICK ASC RESIDEfiICEC\i PAD �No. 11 CSF O =O 90 n .' V 1 4'^O 16.65' SET 1/2' IRON PIPE. LB 3672 i 30.2' 15.1' I V Ln cn 00 DC 41 I�0 � rrl) rrl V z Z P1 �mLp m pI 1 M r' cVD rn z C• t: WATER )2.75' IRON PIPE ITO IRON PIPE METER N82'54'30'E 57.72' 17�:%.'l SET 1/2 IRON I PIPE, Ll 3672 I UNIT 3 I i I k THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) I AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL I NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. NOTES: 1. THIS IS A BOUNDARY SURVEY. 2. NO BUILDING RESTRICTION LINES PER PLAT. 3. BEARINGS BASED ON WEST LINE OF UNIT 1, BEING NORTH 07'0530" WEST PER PLAT. 4. FIFE DENOTES FINISH FLOOR ELEVATION. 'NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. - V/ �n 0 m 0 0 o m o D ^ �p D < C fr1 THIS SURVEY WAS MADE FOR THE BENEFIT OF TARA HARPER; BEACHES HABITAT; FLORIDA HOUSING FINANCE CORP.; ATTORNEYS' TITLE INSUR NCE FUND, INC.; DONAH00, BALL & MCMENAM•Y, P.A. DONTJ W. BOATWRIGHT. P.S.M. FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 FLA. L�C. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: 4,-- BOATWRIGHT LAND SU VEYORS, INC. DRAWN BY: CRT 1500 ROBERTS DRI DATE: MARCH 27, 2006 FILE #. 2006-409 JACKSONVILLE BEACH, FLO IDA 241-8550 SHEET 1 OF 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-d0031874 Date 12/28/05 Property Address . . . . . 1101 SCHEIDEL CT Tenant nbr, name . . . . . . € NEW SERVICE 150AMP/240V Application description . . . ELE�TRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT t BROOKS & LIMBAUGH ELECTRIC CO 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 (904) 241-9051 --------------------------------------- 1 ------------------------------------ Permit . . . . . . ELECTRICAL PEN T Additional desc Permit Fee . . . . 95.00 t Plan Check Fee .00 Issue Date Valuation . . . . 0 Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total Charged 95.00 .00 95.00 PERMTr IS APPROVED ONLY IN ACCORDANCE WrFH ALL CITY OF E BUILDING CODES. BUILDING OFFICIAL aid Credited Due ----------------------- 95.00 .00 .00 .00 .00 .00 95.00 .00 .00 BEACH ORDINANCES AND THE FLORIDA <z, CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Property Address:lo Owner: t a j Contractor: Contractor Address: '2 In consideration of permit given for doing accordance with the attached 1 the work as destxibed i ; arts ordinance and standards of , and spoci8cadons which are a mem. ing: ood raaice listed therein. New e g Type: Q Trailer f Resjdencc Old � Re -wire O Commercial O Temp, O Sips O Addition Sq. Ft. Cooduclor Ste S: Sw,tcb or COPPER Breaker AMPS , 50 Existing Service PH Size AMPS PH Feeders L ,ghring Outlets N0. SIZE NO SIZE CONCEALED Receptacles CONCEALED Switc� h�_ incandescent Fluorescent & til v Fixed 0.100 AM? O R PhanceS fir H.P PATMG Conditionin CoN p MOTOR OTHER Date:J Z 2o�ps- Telephone #: 2E2/__ ,oj/_ Z yJ- / 1-Z. E'-� • Telephone #: I Fax #: above;UUCMCnt� we hereby agree tohereofn accordance with the Perform said wont inCity of Atlantic Beachice: !tower ConstryCpon is �NCW beim doneon this building Q Increase Or site, lis the building Q Repair P-Itu number: W V—OL TZ�0 WAYS W VOLT W Y NO SIZE OPEN OPEN I I u.1,vv SAT I KW -HEA titotors 0.1 H.P. VOLTAGE PH NO. OVER 1 ?ransform crs N0 v i NO 'reon_Traasf KVA v Ea S,� N0. KVA Yl Scellaneous I i 800 Seminole Road . I Pbooe: (904) 247-5800 . Fax: Atlantic BeacbTbp orida 32233-5445 (904) 247.5845 • i://www,ci.atlantic-beach.(l.us CIT4Y OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-010031874 Date 1/30/06 Property Address . . . . . . 1106 SCHEIDEL CT Tenant nbr, name . . . . . . NEW SERVICE 150AMP/240V Application description . . . ELEdE TRIC ONLY Property Zoning . . . . . . . TO UPDATED Application valuation . . . .1 0 Owner ------------------------ BEACHES HABITAT ---------------------------------------- Permit . . . . . . ELECTRICAL PEF Additional desc . . Permit Fee . . . . 95.00 Issue Date . . . . 12/28/05 Expiration Date . . 6/27/06 Fee summary Charged ----------------- ---------- Permit Fee Total 95.00 Plan Check Total .00 Grand Total 95.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILDING CODES. BUILDING OFFICIAL Contractor ------------------------ BROOKS & LIMBAUGH ELECTRIC CO 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 (904) 241-9051 ------------------------------------ 4IT Plan Check Fee . . Valuation . . . . Pla i d F 95.00 .00 95.00 Credited Due ---------- ---------- .00 .00 .00 .00 .00 .00 BEACH ORDINANCES AND THE FLORIDA Application Number . . . . . Property Address . . . . Tenant nbr, name . . . . . . Application description . . . Property Zoning . . . . . . . Application valuation . . . . CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 05-10031723 Date 110 SCHEIDEL CT INSTALL 13 FIXTURES PL BING ONLY TO E UPDATED 0 11/30/05 Owner Contractor a ------------------------ ------------------------ BEACHES HABITAT ADVANTAGE PLUMBING GREG GAUSE INC 632 2ND AVENUE NORTH JAX BEACH FL 32240 (9 04) 247-9848 Permit . . . . . . PLUMBING PERMT Additional desc Permit Fee . . . . 126.00 Plan Check Fee .00 Issue Date . . . . Valuation 0 Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total Charged I 126.00 .00 126.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILDING CODES. BUILDING -OFFICIAL aid Credited Due 126.00 .00 .00 .00 .00 .00 126.00 .00 .00 BEACH ORDINANCES AND THE FLORIDA J fly CITY OF ATLANTIC BEACH y PLUMBING PERMIT APPLICATION i Date.f- Property Address: //Oz SGJ�er yr C? Owner: 4 -'9r -'*F5 /Y'°1 T/?T Telephone #• 271- ) Zq, Contractor: 1z1 Telephone #: Contractor Address:_Call Z,,, 1 Fax #: x 4bove In consideration of permit given for doing the work as described in the statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part ereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. ' Installation of plumbing and fixtures must be in accordance with the linost recent edition of the Southern Standard Plumbing Code. Plumbing Type:If A other Construction is being done on this building or site, New list the building permit number: ❑ Re -Pipe i Number of Fixtures: 1 Bath Tubs Showers Closets Shower Pans 1 Dishwashers I 1 Sinks 1 Disposals Urinals Floor Drains / Washing Machine Lavatory Water P ` Sewer Water Heaters E Other Fees Permit Issuing Fee: $35.00 Total Fixtures: 1-2 X $7.00 + $35.00 = 2 6, L>,,, 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 - Fax: (904) 247-5845 - hftp://www.ci.atiantic-beach.fl.us Revised 1/04 Application Number . . . . Property Address . . . . . Tenant nbr, name . . . . . Application description . . Property Zoning . . . . Application valuation . . . Owner ------------------------ BEACHES HABITAT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 05-OD031624 Date 1106 SCHEIDEL CT g NEW RESIDENTIAL DUPLEX TWO FAMILY RESIDENCE TO BP UPDATED s 40000 12/09/05 Contractor ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 ----------------------------------- ----- ------------------------------ Permit . . . . . . BUILDING PERMI .00 Additional desc .00 .00 Permit Fee . . . . .00 Plan Check Fee Issue Date . . . . 11/30/05 F Valuation . . . .00 . 88836 Expiration Date . . 5/30/06 --------------------------------------------------------------------------- Other Fees . . . . . . . . . CITYjRADON SURCHARGE .30 CAPItAL IMPROVEMENT 325.00 STATE RADON SURCHARGE 5.89 SEWEZ IMPACT FEES 1250.00 WATEZ IMPACT FEE 410.00 WATEZ CONNECT/METER ONLY 85.00 WATE* CROSS CONNECTION 35.00 Fee summary Charged Permit Fee Total .00 Plan Check Total .00 Other Fee Total 2111.19 Grand Total 2111.19 P.id - ---I----- .00 .00 211. 19 2111.19 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILDING CODES. BUILDING OFFICIAL Credited Due .00 .00 .00 .00 .00 .00 .00 .00 BEACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # On Property Address: I I l t U vie hf, 1, (It ,()Lu 1'" Applicant: bnrjke� Ho a, +0 -� Project: Ht 1 I7 d Z G1 I Your application is approved as >oted by the Public Utilities Department. Final application approval must gome from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can aprove your application. If you have any questions, please call (904) 247-5834. P Revi nna K , Public Utilities Director Dated Si e Contractor Notified Date CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMEN 1200 Sandpiper Lane Atlantic Beach, Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: Applicant: Project: IMA our application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. o Your permit application has been re and the following items need attenti Please submit these requirements to the Public W Atlantic Beach, FL 32233 in order that we can app questions, please call (904) 247-5834. Reviewe by k Carper, P.E., Public Works Dire Signature Contractor Notified Date by the Public Works Department Department, 1200 Sandpiper Lane, your application. If you have any Date CITY OF A BUILDING PERMIT. (FOR NEW SINGLE FAMIL DUPLEX CONST] Job Address: 1104-11 Owner of Property: C BEACH PPLICATION RESIDENCE AND JCTION) Date: 11/8/05 Telephone: (904) 241-1222 Legal Description: Block Number: Scheidel Ct.. "Tract A' Units 1 & Lot Number:_ Zoning District: Contractor: Beaches Habitat Stat License Number: Contractor's Address: 1671 Francis Ave.. Atlantic Beach. FL 3223$1 Telephone: (904) 241-1222 Fax Describe proposed use and work to be Present use of land or building(s Valuation of proposed Is approval of Homeowner's Association or other private entity req Will this project involve changes in elevation, site grade or any use of f ❑ O. Applicant certifies that no change in site grade or fl YES. See Step 2 below. Approval of the Public Works De Permit. See attached Sub Prelim Plat Revii ❑ 1 O. Applicant certifies that no trees will be removed for YES. Removal of Trees will be required for this project. ' Removal Permits to be reviewed by the Tree Consei Tree permit approved on 12/21/04. Procedure: In order to expedite issuance of permits, please follow all Incomplete applications may result in delay in issuance of permit. No If yes, please submit with this application. material or the removal of any trees? material will be used on this project. artment is required prior to issuance of a Building Permit. Us project. REE REMOVAL PERMIT IS REQUIRED. Tree ation Board, which meets two times each month. and provide all information as appropriate. STEP 1. Verify zoning designation and proper setbacks for the proposd construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826i In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. i STEP 2. Contact the City of Atlantic Beach Department of Public W�rks 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: 200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834. STEP 3. Submit Tree Removal Application if trees are to be removed STEP 4. Please submit Building Permit Application, Energy Code Fo s, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of constructi 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 Beac , Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-5845 http://www.ci.atlantic-beach.fl.us Page 1 i Revised 1/14/03 In addition to construction and engineering detail, plans must contain the fgllowing information as appropriate for they type of work being performed. Scale of drawings should be sufficient to depict all requi4ed information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and di: 2. Location of all structures, temporary and permanent, including setba Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre -construction tc 4. Any significant environmental features, including jurisdictional wed 5. Impervious Surface area calculations: include driveways, sidewa may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all m=firovided with thi�tion is torr( Signature of owner: � F I hereby certify that I have read and examined this application and know ordinances governing this type of work will be complied with, whether sl es and the legal description. building height, number of stories and square footage. rapntcai survey. CCCL, natural water bodies. patios and other Impervious Surfaces. Swimming pools Date: ///P/", same to be true and correct. All provisions of the laws and .ied herein or not. The granting permit does not presume to give authority to violate or cancel the provisions of any federal, state orlocal rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that required. Signature of Contractor: Address and contact information of person to receive all N Mailing Address: 1671 Francis Ave., Atlantic B Telephone: (904) 334-2278 AS TO OWNER: Sworn to and subscribed before me this day of State of Floridan County of Duval ,�,<,N`.'!?Y,^ JEANNE M. SHAW I .y MY COMMISSION # DD 435988 Notary's Signature: C a. EXPIRES: May 31, 2009 of BondedrhmNotary Public Undenwttere Personally known Produced identification Type of identification p AS TO CONTRACTOR: Sworn to and subscribed before me this O day of State of Florida, County of Duval - Notary's Signature: lyyy JEANNE M. SHAW r f: MY COMMISSION # DD 435986 Personally known l EXPIRES: May 31, 2009 Produced identification ..•dh aoraearnNNotary Pt,bleu"two Type of identification p plans and supporting data have been or shall be provided as Date: `G V1, irding this application (please print). _ E -Mail: Z--'Ok r 20 0 �. uced '� t< —7rf 4 �' L - 20 00 S uced 800 Seminole Road — Atlantic Beac , Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-5845 http://www.ei.atiantic-beach.fl.us Page 2 Revised 1/14/03 Location: CITY OF ATL FLOOD PLAIN DEVELO Type of Development: Flood Zone: Scheidel Required Lowest Floor Elevation: If building is located within a flood hazard zone, a si HAS BEEN POURED, certifying that the LOWEST the base flood elevation established for that zone. No final inspection will be made and no Certificate is on file with the Building Permit. COMMENTS: C BEACH NT INFORMATION 33 must be made AFTER THE SLAB DR ELEVATION is equal to or above Occupancy will be issued until the survey Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plansI�and supporting data have been or shall be provided as required. I agree to comply with all appliable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposeI development. Applicant's Signature: J Date:�`— Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 4 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-0100067 Date 12/09/04 Property Address . . . . . . SCHE$DEL CT Tenant nbr, name . . . . . . FINAL ENGINEERING PLAN RE Application description . . . SUB PRELIM PLAT REVIEW Property Zoning . . . . . . . TO B� UPDATED Application valuation . . . . f 0 Owner ------------------------ BEACHES HABITAT Contractor ------------------------ CONNELLY & WICKER INC.(ENG) ATLANTIC BEACH FL 32233 F (904) 249-7995 --------------------------------------------------------------------------- Permit . . . . . . SUB. PRELIM. P,AT REVIEW Additional desc Permit Fee . . . . 250.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged P4id Credited Due ----------------- Permit Fee Total 250.00 450.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 250.00 X50.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. f 1 BUILDING OFFICIAL. s CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET _ _ C Date: C3 4 - d Address /In (o -S c t4 E ! t7 ,r— t-- L fi : - 7-n c-!� e,3 Ho 0 S /. Heated Square Footage _ 2 tl (p @ $ ' F per sq ft = $� 0 y Garag ;/Shed 2 6 @ $ 3 per sq ft = $ Carport /Porch 0 _@$ per sq ft = $ E Deck @ $ ` per sq ft = $ F Patio a —@$ per sq ft = $ 3-C- Total V luation Remaining Value TOTAL VALUATION: $� $ l $ ---- xrnP7 z $ , per thousand or portion thereof i CONSTRUCTION TYPE: ZONING: FLOOD ZONE:_ IMPERVIOUS SURFACE: J�0 d TOT L BUILDING FEE $ + %2 iling Fee $ (d) Fireplaces @ $35.00 $ BUDDING PERMIT FEE $ WA ER IMPACT FEE <a SEWER IMPACT FEE 2 J-6WA ER METER/TAP CAPITAL IMPROVEMENT 1/13/03 C l" r 4xc( or SEV&ER TAP $ ' 60 C (/ z 4) RADON HRS .0050 % . 0 5 fiU,+{ , c c(b (1 SECTION H PAVING ( ) $ - 0 - CROSS CONNECTION $ 3S' P�✓3 G�c� 15+- STj0'/;L) SURCHARGE (P,,2-0 SCAR &i l02 OTWR $ -5 � t GRAND TOTAL > UE: $ 1/13/03 Application Number . . Property Address . Tenant nbr, name . . . Application description Property Zoning . . . . Application valuation . Owner ------------------------ BEACHES HABITAT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 05-OP031624 Date 11/30/05 1106�SCHEIDEL CT NEW RESIDENTIAL DUPLEX . . TWO FAMILY RESIDENCE . . . TO Bt UPDATED . . . � 40000 Contractor ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 --------------------------------------------------------------------------- Permit . . . . BUILDING PERMIT Additional desc Permit Fee 00 Plan Check Fee .00 Issue Date . . . . 11/30/05 6 Valuation . . . . 88836 Expiration Date 5/30/06 ---------------------------------------- ----------------------------------- Other Fees . . . . . . . . . CITY�RADON SURCHARGE CAPITAL IMPROVEMENT .30 325.00 STATT RADON SURCHARGE 5.89 SEWS IMPACT FEES 1250.00 " WATE IMPACT FEE 410.00 WATE. CONNECT/METER ONLY 85.00 WATE; CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due ----------------- --------------------------------------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 € 00 .00 .00 Other Fee Total 2111.19 21.11.19 .00 .00 Grand Total 2111.19 2$.11.19 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILDING CODES. BUILDING' OFFICIAL BEACH ORDINANCES AND THE FLORIDA OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 06-0033789 Date 8/25/06 Property Address . . . . 110 SCHEIDEL CT Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . TO BE UPDATED Application valuati n . . . 1300 Application desc HURRICANE SHUTTERS ---------------------------------------- Owner ------------------------ DORSET ATLANTIC BEACH FL 32233 ------------------------7--------------- Permit . . . . . .i BUILDING PERMI Additional desc Permit Fee . . . .� 40.00 Issue Date . . . . Expiration Date . ---------------------------------------- . 2/21/07 Fee summary ----------------- ----------------- Charged r- Permit Fee Total --------- ---- 40.00 Plan Check Total 20.00 Grand Total 60.00 PERMIT IS APPROVED ONLY IN ACCORDA IqCE WITH ALL CITY OF BUILDING CODES. Contractor ------------------------ JENARO RIFFO REMODELING SERVICE INC 2739 RUTH DRIVE JACKSONVILLE FL 32207 (904) 731 -5819 ------------------------------------ Plan Check Fee . . 20.00 Valuation . . . . 1300 ------------------------------------ iid Credited Due ------ ---------- ---------- 40.00 .00 .00 20.00 .00 .00 60.00 .00 .00 BEACH ORDINANCES AND THE FLORIDA 0 Application Number . . Property Address . . . Tenant nbr, name . . . Application description Property Zoning . . . . Application valuation . Owner BEACHES HABITAT ATLANTIC BEACH FL 32233 i(OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 06-01,10032305 11041SCHEIDEL CT 1 CU 1 AHU MECI CAL ONLY TO B UPDATED 0 --------------------------------------- Permit MECHANICAL PERI Additional desc . . Permit Fee . . . . 71.00 Issue Date . . . . Fee summary Charged ----------------- ---------- Permit Fee Total 71.00 Plan Check Total .00 Grand Total 71.00 Date 2/09/06 Contractor ------------------------ OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD. NEPTUNE BEACH FL 32266 (904) 249-8251 ----------------------------------- IT Plan Check Fee . . .00 Valuation . . . . 0 id Credited ---Due--- ---- --------------- 71.00 .00 .00 .00 .00 .00 71.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITU OF A BUILDING CODES. BUILDING OFFICIAL BEACH ORDINANCES AND THE FLORIDA C:YT MECH.AN.IC' . L Y OF ATLANTIC BEACH: PERMIT APPLICATION nate: 1- /&`O/, Yt't'tl/erty Atlilre,s: � `{ S• Telephone #: III- 1.2 Owner: 15*ac-4 Contrat.'tor toQA " c Telephone Contractor Address: Ah Contractor Si^natur In consideration of per? it g on •For doin� c de. 'bed in the ahove st Cement, wu hereby agree to pctfortn said work in accordance with the amehed plan., rmd . pecifimtions whi ace a pan herr: =jrdan;z with thvCity of Atluntic Heach ordinances and %Tnndvdq of good prattice listed therein. Typt, nf:tle•Ating Furl: if other con.em etioti it being done on thi_ building or site, list the buildin.- permit number: 04 Dectric ❑ Gas, _LP Natural _Cantrnl Utility U t7if (9 3 0 Other - Specify MECHMICAL )EQUU'MZNT TO BE INSTALLED NATURE OF WORK Beat __ Space _ Recessed LY Central _ Floor ,J;V Residential 1 Air Cmditioning: _ Room Central ❑ Duct System: Material 1, r 6egIttokncst,� a Commercial Maximum capacity /.DD4 cfm ❑ Itefrigcrntion � f Y New Building a f'oalin, Tower: Capacity -IgM 0 Fire Sprinklers: Number of'Heads ❑ Existing Suilding ❑ Elevator. _ Manlift Escalator (Ntunber) ''I 0 Replacement of Existing System ❑ Gasoline Pumps (Nn nher) ❑ Tanks(N-umber) New lastallddon (No system previously installed) 0 LPG Containers (Number) ❑ Unfired Pressure Vessel O Extonsion Add-on Existing O i3oilen or to System ❑ Gas Piping ❑ Other •Specify C2 Other - Specify i LIST ALL E UIPIV .NT ATR COND1T ONMG, 1RRIPkIGERATION RQUtrlvlEN ' di. CO ND.JENSOR, S Approving Number t )nits 1'k3cription Model nnufacnrrcr Ton's Agency HEATING — FURNACES, BOILERS, FIREPLACES & ATR HAiV' LZU'S Approving Number Utliu Dcioriptiun Model M M anur.'aeturer gTU's Agency TANKS Nominal Capacity 1'ypc liquid How Many & Dimenytum Contained &nel Approving :mufaelurer No. Agency '1 1.01 Rp0 Seminole Road s Atlantic Rear , Florida 32133-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • htt.:dwww.ci_atinntiC-beach.D.t,},s, i 6r6B-6bZ-i►06 0�d aze%s uea00 Revised 1/04 e0St60 90 60 qaA CITY 4 / J 'rl MECHANICAXL L.J�I #• a ill` � �� Owner: leaclfe5 40-4)Telephone OF ATLAN'T'IC BEACH PERMIT APPLICA'T'ION bat.— f 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • hill //www.ci.atlantic-beach.fl.us//www.ei.atlantic-beach.fl.us Revised 1/04 it Property Address: #• a ill` � �� Owner: leaclfe5 40-4)Telephone Contractor LQ-5c.�ec Telephone Contractor Address: lla "�j� $(y% �' �.1. Fax Contractor Signatur ' In consideration of permit g en for do' n de 'bed in the above sta with the attached plans and pecifications whi are a part hereo cordand —good practice listed therein. ement, we hereby agree to perform said work in accordance with the'City of Atlantic Beach ordinances and standards of Type of Heating Fuel: Cit Electric If other construction is being done on this building or site, list the building permit number: ❑ Oils: _LP Natural _Central Utility ©S 2 n J o� ❑ Other — Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ,J e Heat _ Space _ Recessed X Central _ Floor X Air Conditioning: _Room X Central vi ❑ Duct System: Material 2g jhickness tll Residential ❑ Commercial Maximum capacity_ _ jB#O cfm ❑ Refrigeration ❑ Cooling Tower: Capacity gpm ❑ Fire Sprinklers: Number of Heads New Building ❑ Existing Building ❑ Elevator: _ _ Manlift Escalator. (Number) Z) Gasoline Pumps (Number) ED Replacement of Existing System ❑ Tanks (Number) New Installation (No system previously installed) ❑ LPG Containers (Number) ❑ Unfired Pressure Vessel ❑ Boilers ❑ Extension or Add-on to Existing System ❑ Gas Piping ❑ Other — Specify ❑ Other - Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'�ufacturcr Number Units Description Model # Approving Ton' s Agency HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Number Units Description Model # Manufacturer Approving BTU's Agency Ig /FYti�Fo�Y- afj �J TANKS Nominal Capacity Type Liquid How Many & Dimensions Contained M Serial Approving ufacturer No. Agency i 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • hill //www.ci.atlantic-beach.fl.us//www.ei.atlantic-beach.fl.us Revised 1/04 it CITY OF ATLANTIC BEA( PLAN REVIEW SHEET Building Department Public N 800 Seminole Road 1200 Sai Atlantic Beach, Florida 32233 Atlantic (904) 247-5800 (904) 24 (904)247-5845 Fax (904)24 PLAN REVIEW COMMENTS Permit Application # Q 33 aq Property Address: Applicant: i lke 0 RE -7»0 Project: This permit application has been: 0 Approved as noted by the _ Final application approval I Reviewed and the following Please re -submit Reviewed By: Date Contractor Notified: when cs & Public Utilities Departments )er Lane I, Florida 32233 34 43 Fax N 'I- L S. Doerr R. Carper D. Kaluzniak Public Safety Department. come from the Building Department. need attention: items have been Date: (r WINDOWS, SKYLIGHTS, Please submit (2) complete sets of plans with application. Job Address: //01V SCHe-lOC/ C7- Owner: TOwner: I4/¢4C/QA67- Dot s E7 - Address: 119 5t SCHdrloe/ CT, Ar/ANTIC AcA,- /=C. Legal Description: Block Number: Lot Number: Contractor: Jey car a•�.��1-a0 p� \,ns, s,z,-z O Address: o9 7 3'7 %�y �D�-1 City: _ .eb Qe ,5C>,k1 VI I (k-. State: Describe proposed use and work to be done: at- ,29bv)-/-�S PI fS`%ulrGt,�-1 O !I Present use of land or building(s): /GK.Pi'1 LO Valuation of proposed construction: .$ / 3 aQ . Is approval of Homeowner's Association or other private entity i application. Required Building Data: Mean Roof Height �(ft) Building Width 410 Roof Slope N 4 Window Height Window Elevation from Grade 3 (ft) CITY OF ATLANTIC BEACH AGE DOORS, HURRICANE SHUTTERS Date: D 5J 6) i 2 23 3 Phone: (q0�p acl Zoning District: e License Number: QJ9 GV.0 ()!574L5-/ Phone: gOcl 7,;'/ p: 3?- ZO Fax: !9V5 3/ ' �'i/I elS 4�f��I�QZC1t/OiJ -jed? /UV _ If yes, please submit with this ft) Building Length © (irt) ;ft) Window Width (ft) Measurement from corner of building to window / II(ft) Number of windows being installed Page I 3� 800 Seminole Road • Atlantic Phone: (904) 247-5800 • Fax: (904) 247 Mean Roof Height Florida 32233-5445 • http://www.ci.atlantic-beach.fl.us Revised 1/27/03 Procedure: In order to expedite issuance of permits result in do y in issuance of permit. In addition to the building data, the following information is reqs I. Manufacturer's Test Report with Uniform Structural Load 1 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all information provided with this application is correct. Signature of Owner: Incomplete applications may 8 snb I hereby certify that I have read and examined this application and know he same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether spe ed 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 les, regulations, ordinances, or laws in any manner, including the governing of construction or the performanceof co ction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and the plans aid supig da a have been or shall be provided as required. Signature of Contractor: Address and contact information of person to receive all Name: Mailing Address: Telephone: Name: Advance Hurricane Shutters 2014 E. Adams St., Jax., FL 32202 Contact: Victor Reyes 904-622-6435 C 904-807-0174 Fax: 904-807-0178 Email: vreyes@advancedbuilding.biz advancedbuilding.biz .Date:—..k , 2,/—o 6 regarding this application (please print). E -Mail: AS TO OWNER: Sworn to and subscribed before me this 1–� day of 200/.. State of Florida, County of Duval •N„Y..•",,PATRfN A. REEVES Notary's Signature: -- dAl-1011. f A -I Wohry Public • SI6 of Fbft • CaAnfonExpmMay 30,2010 Personally known Canny s" 0 ISD 567380 ❑ Produced identification Bw4W By N&WW WAry Awn' Type of ide 'tification produced AS TO CONTRACTOR: Sworn to and subscribed befqday of 20� State of Florida, Countya`r�taa' Mls9tpN'•; �'� Notary's Signature: o� ; 1iDD 527471 Q �� • �„� 5 . o Personally own '�iz��/e'' I"1 11 o\\\�� ❑ Produced id ntification Type of identification produced 800 Seminole Road - Atlantic Bach, Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5i345 • http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/27/03 Duval County Property Appraiser - Parcel Summary coi y' net Omow ftbsna Af ft 0ty et Jackaonvft, Filo P'r p eav 41 N Appraiser Home > Departments > Property Appraiser > Duval Couny Database Search Parcel Information Owner's Name: DORSET MARGARET H ET AL Secondary Name: Property Address: 1104 SCHEIDEL CT City: ATLANTIC BEACH Zip: 32233 - Unit Number: 1 PARCEL DESCRIPTION Pagel of 2 S Property Use: 0400 CONDOMINIUM Transacti n Date: 4/28/2006 jTransaction price displayed is based on Legal Description: 38 -2S -29E SCHEIDEL the actual amount of COURT UNIT 1 - 1/18 INT COMMON ELEMENTS 0/R 12848-787 Transacti n Price: $79,500.00 documentary stamps paid at the time of recording. The current rate is 70 cents per $100. Subdivision: 6439 SCHEIDEL COURT CONDOMINIUM Section/Townshi p/ Range: 9 No. Buildings: uil in s: 1 Official Record Book and Page: 1323 lHeated Area: 0 Map Tile: 9417 Exterior all: VALUES AND TAXES FROM 2005 CERTIFIED TAX ROLL (Land Value: I Taxing Au hority: USD3 Class Value: County Ta Improvements: School Tax: http://apps.coj.net/PA0/RENO.asp?RENUM=178958+081�2 7/28/2006 ca building Code Unline �'Y„' tp •mr+ rs,.:nr"myn rT"� 7E+�{ qui w* cwM s ,:r y,• rc r"S ��,+ F1.fJRiDrx"�CIhIMUhJIYlES '. Fa FRD1Vi f�GRi:Fi v" ,��a sem» 0 k t� ��•x�9t?k1T QUF�9E+~RET+'.y : E& IAArlW1E SGRAFk i" • �!�I�'�i'�e�ulr`�iA�tli"i�.�3?,,S a,,.ei 1M • +au;� �.caaa�,, �M�w �� BCIS Home. 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Lauderdale, FL 33309 ;954) 970-9999 :omj@tc-alum.com shutters accordion Compliance Method Ovaluation Report from a Florida Registered Architec icensed Florida Professional Engineer v Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License hn W. Knezevich -41961 http:/A ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV�KQwtDgvL7WPh331XNKwnDjazm1cQ4... 3/2/2006 MM fPf6 —.4 • 610YOT 99r -.. ' • '�tlt ano�7 p]as¢wDI.OD1—U SOOZ W N 0 6oFff 7d yl eT �d /-x I MN++y w ,•, �. ,}�� My.�� ri'ro Ad6is�Br/•..lrtar .�� 6tSC b NOJW l69£-ZZSi156) xo TlsgaM _� ae 7M'sfWwlOw•" ` to li 'QNpKMIrI 'tl • OSti' agni "bbN twwpW 'N OSS Q. r , dnoz� c aseuiostuo}uiou j p R : W S831 LnHS N0108000v M -1v b r? 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Bennardo, P.E. who developed the Evaluation Report Florida License PE -00 16549 Quality Assurance Entity Nation I ii Accreditation and Management institute Validated Jorge Pomerant" P.E. FL # L Application Type y Code Version ;64 Application Status :�>raa�esn�ieruls:'' Comments �> rant t�c��tcrr.' Archived Product Manufacturer Address/Phone/Email .-hJQN1J5'�� Fi •Kff>:ciEnrrt5kasi'cE>. Authorized Signature ��Ciu��Ua s�E�E`r,Yr� M6 Technical Representative Ir+s�rri..� Address/Phone/Email 1"ne rCBBffi4NC , CCJJ4i"AC;iCJB. Quality Assurance Representative Address/Phone/Email Agplication List > Application Detail FL :93 -RI Re ision 20d 4 Ap roved All merican Shutters 1540 Donna Road West Palm Beach, FL 33409 Frank Bennardo clan ley@flbengineering.com Rob�rt Bates 1540 Donna Road West Palm Beach, FL 33409 (561) 712-9882 lbrfghtidea@execs.com Category Shutters Subcategory Storm Panels Compliance Method Evaluz tion Report from a Florida Registered Architec Licens ed Florida Professional Engineer 11 Evj luation Report - Hardcopy Received Florida Engineer cr Architect Name Frank u�. Bennardo, P.E. who developed the Evaluation Report Florida License PE -00 16549 Quality Assurance Entity Nation I ii Accreditation and Management institute Validated Jorge Pomerant" P.E. ,ALLYLLOHIIN ::O avl3 avaoIYAOLddV 30IM34V1S Val -do -1:19 )'NI7dS3NMNEEn=f'NM 1N{ S13NV4 WU01S a x ,,-tdc (Las7:xvd eQBx•LGE (Les! 13315 (33ZINVA'1V9 eobL 9 edu a :>•ff 'ty 'uOl'v'ii ` C:CG 4996-LT4 (195) , I ° i 4VMN£!IM 31XIG NILION LYvs 6Q"EE id •H7Vifl WIVd 1S3M� SM33NION3 E)NIl,fISNOO QVOU VNNOQ COST 'ONI'3'd'OCIIVNN38'INN"-i S�l311nHS IIVOI-jGWV �IV ®' .IL47 1 � IyI I h Art —1".0Om'L Q p 9 :v 0 I = Ir pp r:IN�� AL a X r r v PI q7 ai7� 3 Y ��°� • w L gg u g. Y c 9 a r 51i91 a= -4 m d 1, Jt�V gJln 4 +mr'IVay '�F a x�w V n *M - V r. - —•� 'Al I s� yi1 g L u M A vell fie, Cal laf— Ile �- 1 I a 3 � VB.Z yw 4 p 3�3� >�aa .mrumwou�wrw ` . ow mlwaw�eouwansweww 1 w'a.wrw�nawrz«w.,eLv_ O T bgwww,MrWaMGf:OMWw Q wwwtw.oJawr� �p,annaw J<'�..walYwlua WM.eeCwa .� < a. Q va I wM7INMeuI 'SIItlVw3N 0 Hear O _;j Y %IIN3d0 M �� z •x0-1 w f f a x a , I ° i +%1Z _ fi 3, d�oX Jt�V gJln 4 +mr'IVay '�F a x�w V n *M - V r. - —•� 'Al I s� yi1 g L u M A vell fie, Cal laf— Ile �- 1 I a 3 � VB.Z yw 4 p 3�3� >�aa .mrumwou�wrw ` . ow mlwaw�eouwansweww 1 w'a.wrw�nawrz«w.,eLv_ O T bgwww,MrWaMGf:OMWw Q wwwtw.oJawr� �p,annaw J<'�..walYwlua WM.eeCwa .� < a. Q va I wM7INMeuI 'SIItlVw3N 0 Hear O _;j Y %IIN3d0 M �� z •x0-1 w f f Application Number . . . . . Property Address . . . . . . Tenant nbr, name . . . . . . Application description . . . Property Zoning . . . . . . . Application valuation . . . . Owner ------------------------ OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 06-0(032306 1106'SCHEIDEL CT INSTALL CU & AHU MECHANICAL ONLY TO BE UPDATED 0 ----------------------------------------- Permit . . . . . . MECHANICAL PERI Additional desc . . Permit Fee . . . . 71.00 Issue Date . . . . Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total 0 Charged 71.00 .00 71.00 Date 2/09/06 Contractor ------------------------ OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD. NEPTUNE BEACH FL 32266 (904) 249-8251 ----------------------------------- IT Plan Check Fee . . .00 Valuation . . . . 0 Pi id ---- ----- 1 71.00 .00 71.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF A BUILDING CODES. BUILDING OFFICIAL Credited Due .00 .00 .00 .00 .00 .00 BEACH ORDINANCES AND THE FLORIDA YTY OF ATLANTIC N ...c BEAcH YMECHANIC L PERMIT APPLICATION _yAiJ pate • i- ( 6 - 4 6 ry - —� Property Address D o Owner: 919keleorc2 Telephone #: cgyl - Contractor& 90A Telephone Contractor Address:'7d�+ei�rc ��1�- 'fit. f'j. Fax # O �� Contractor Sibnatur in consideration of permit g en for dome - s de. 'bed in the ohtrve quitcment, we hereby agree to rerform said work in accordance with the attached pins and pccilications whi ATC a pert hereo ccnulrn a with the City of Atlantic Beach ordinances and standards or nod pruaice listed therein. Ty pi. of Heating r'uet: If other uonstruction is Uoiug duuc un this building or site, list the building permit ttumbrr. & .Glectxic Cl Gas' LF Natural C.erural Utility ❑ Oil — — QS` s 1 6ati ❑ Other - Specify MECHA.MC`.AL EQUTMTNT TO BE INSTALLED NATLiR1v OF WORK At Neat _ Space _'Recessed _ Central xoor l ,--. � ja'• Residential 41{ Air Conditioning: Room Central _ Q T%uot Sy3tCm: %WCt7al Q2 lc,1Q1C55 _ 0 CUtamcmial Maximum capacity 40olO cfm ❑ Refilgeratioo —' '- AL New wilding ❑ Gool.ie� Tower: C�paccity __ —M Q Existing Building ❑ Fire Sprinklers: Number of Tlcada ❑ Elevator _ _ Manlift Escalator (Number) ❑ Replacement of F.risting System O Gasoline Pumpc_ (Number) Q Tanks_ (Number) 0 New hlstallat on O LPG Containers (Number) (No system previously installed) ❑ Unfired Pretmire. VrssE:l ❑ Boilers p h tension or Add-on to Existing System Q Gas Piping Q Other - Specify 0 Other -SPeci-y � LIST ALL )r 'UIPMFNT Apt Ct1Npt'1'lUNINL, IL Iritl(:YRATt(YN EQUIPMENT & CONDENSOR S Approving Numba Units Description Model N anufunwcr Ton's Agenq .25-(ge 93zY uJfr V1- (9-,0 L 'KAT(NG -• FI RNACES,11O1L1;RS,'F%V;F1.ACES & AIR HANDLER'S Approving Number Units Desuription Modelo iv�uf3eturer Vru's Agcney TANKS Nominal Capaciry. Tvpe i.iquid NuwMxnv KDimensions Cnntained h Serial Anrrnving kantfacturer No. A+anc i� Z•d RUO Seminole Road - Atlantic Rencl , Fluridu 32233-5445 Phone: (904) 247-5500 • )Fax: (904) 247.5ii i3 . hit ://www.ci.atlasntic-be.aeh.n.trs I 6ti68-6bZ-,tiO6 0 bi aoeoS ueaoo Revised 1/04 eoStSo 90 6o qaA CITY OF ATLANTIC BEACH yi L PERMIT APPLICATION i Date: i-16-06 _ I Property Address: Q (� ,o Owner: Telephone #: 911 - J ;�oZ 2 Contractor 1-00vt Telephone Contractor Address: AllahaC& 8kcx(1U •,(S ►. Fl • Fax #:L11te)Yj Contractor Si;natur doino de 'bed in the above sta In consideration of permit g(,':,f�-,;ations ement, we hereby agree to perform said work in accordance with the attached plans and whi are a part hereo cordanc with the'City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: Cd Electric ❑ Gas: _LP _Natural _Central Utility — ❑ Oil (O ❑ Other — Specify__ MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK -P- Heat _ Space _Recessed —Central _ Floor fig' Residential ${ Air Conditioning: Room Central ❑ Duct System: Material 0 4t44,pa;tZ ThicknessI% ❑ Commercial Maximum capacity � -44 cfin ❑ Refrigeration� ..� New Building ❑ Cooling Tower: Capacity In ❑ Fire Sprinklers: Number of Heads ❑ Existing Building ❑ Elevator: _ _ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) 1 ❑ Tanks (Number) ,la: New Installation (No system previously installed) ❑ LPG Containers (Number) ❑ Unfired Pressure Vessel ❑ Boilers I ❑ Extension or Add-on to Existing System ❑ Gas Piping ❑ Other - Specify ❑ Other — Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR' Approving Number Units Description Model # M ufacturer Ton' s Agency Com, 125H5fi32q 9,0 HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # M• ufacturer BTU's Agency r�`�� c" •� p aq.&199 TANKS Nominal Capacity. Type Liquid Serial Approving How Many & Dimensions Contained M ufacturer No. Agency 800 Seminole Road • Atlantic Beach Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • ntt�i://www.ei.atlantic-beach.1l.us Revised 1/04 Application Number !. . . . . 06-C Property Address . . . . 1106 Application type description RESI Property Zoning . . . . . . . TO E Application valuation . . . . ---------------------------------------- Application desc HURRICANE SHUTTERS ---------------------------------------- Owner ------------------------ HARPER ATLANTIC BEACH ------------------------ Permit . . . . . . Additional desc . . Permit Fee . . . . Issue Date . . . . Expiration Date . . ------------------------ Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total FL 32233 --------------- BUILDING PERMI 2/21/07 7 --------------- Charged F ---------- ---- 40.00 20.00 60.00 OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 033791 Date 8/25/06 SCHEIDEL CT ENTIAL ADD/RENOVATE/ALTER UPDATED 1300 ----------------------------------- Contractor ------------------------ JENARO RIFFO REMODELING SERVICE INC 2739 RUTH DRIVE JACKSONVILLE FL 32207 (904) 731 -5819 ------------------------------------ Plan Check Fee . . 20.00 Valuation . . . . 1300 ------------------------------------ tid Credited Due ------ ---------- ---------- 40.00 .00 .00 20.00 .00 .00 60.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 'Up CITY OF ATLANTIC BEACH PLAN REVIEW SHEET s4 ut S.Makowsk� 1~< Building Department Public Wo 800 Seminole Road 1200 Sandp Atlantic Beach, Florida 32233 Atlantic Be (904) 247-5800 (904) 247-5 (904) 247-5845 Fax (904) 247-5 ks & Public Utilities Departments L. i per Lane S. Doerr ch, Florida 32233 R. Carper 334 D. Kaluzniak 343 Fax Public Safety PLAN REVIEW COMMENTS I Permit Application # 331 Property Address: Applicant: Project: Pit rr i a�. ,� !� This permit application has been: jl ❑ Approved as noted by the I Department. Final application approval must come from the Building Department. ❑ Reviewed and the following it I ms need attention: i li I Please re -submit your application when th se items have been completed. Reviewed By: Date Contractor Notified: Date: WINDOWS, SKYLIGHTS, Please submit (2) complete sets of plans with application. �! Job Address: //06 SC1167OV 1 C I - Owner: T402-4 A1,40-PeZ Address: //0 (o, .SG MF1,0F/ GT, *7-1A+M7 YC ,QCk , og Legal Description: Block Number: Lot Number: Contractor: Address: 7 3,=� A City: �G �- L .S-'zz' AJ V l State: Describe proposed use and work to be done: S(70 -Fr rZ -s 1215 4 ,(,6e, -A-10,,7 Present use of land or building(s): k,6z tdmc _ Valuation of proposed construction: Az:30n . on Is approval of Homeowner's Association or other private entity application. Required Building Data: Mean Roof Height 25 (ft) Building Width 40 Roof Slope /X) ,+ Window Height Window Elevation from Grade 3 (ft) Measurement from corner of building to window Number of windows being installed LAW -.090F 800 Seminole Road • Atlantic Phone: (904) 247-5800 • Fax: (904) 247 G CITY OF ATLANTIC BEACH AGE DOORS, HURRICANE SHUTTERS Date: Z —/ (4- -0 Co 3 Z Z. 3-3 Phone: Zoning District: License Number: C- i2 -C QS751 / Phone: qOq - 73 5F /CJ' 3Z•Zc0 7 Fax: -73/ - 7V/ Z L/I e1*5 *kgj ac-ccl 101'2 /yP If yes, please submit with this Building Length (flt) Window Width �/ (ft) Mean Roof Height Florida 32233-5445 • http://www.ei.atiantic-beach.fl.us Page 1 1,I Revised 1/27/03 Procedure: In order to expedite issuance of permits result in delay in issuance of permit. In addition to the building data, the following information is reqs 1. Manufacturer's Test Report with Uniform Structural Load 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all information provided with this application is correct. (i Incomplete applications may Signature of Owner: �,C �/ �,e Date: / 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 spe ified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. , I understand that the issuance of this permit is contingent upon the above information being true and correct anthat the plans and supy6ging data have been or shall be provided as required. Signature of Contractor: Address and contact information of person to receive all Name: Mailing Address: Telephone: AS TO OWNER: Date: G r 2- / — 6 & regarding this application (please print). Name: Advance Hurricane Shutters 2014 E. Adams St., Jax., FL 3220 Contact: Victor Reyes 904-622-6435 Pell 904-807-0174 Fax: 904 -807 -0178904 -807 -0178,',E -Mail: Email: vreyes@advancedbuilding.biz Sworn to and subscribed before me this State of Florida, County of Duval PATMCIA A. REEVES W! PYblc - 81Ma d Fbdda ConraiMion Expiw Mar 30, 2010 Caararaion r oo m 101xlNI er tMrMnl ANn. AS TO CONTRACTOR: Sworn to and subscribed before State of Florida, County Page 2 _') i day of Notary's Signa ,® Personally ❑ Produced i Type of idi day of produced Notary's Signatgae. EPersonallyown ❑ Produced identification Type of identification produced 800 Seminole Road • Atlantic Phone: (904) 247-5800 • Fax: (904) 241 2061, , 2016A Florida 32233-5445 • http://www.ei.atiantic-beach.fl.us Revised 1/27/03 Duval County Property Appraiser - Parcel Summary A coi n eft't Ciflicsm WabsAs of &4 Giry of JacksonvOle. index: i In contact° Home > Departments > Property Appraiser > Duval Counj,y Database Search Parcel Information Owner's Name: HARPER TARA L Secondary Name: Property Address: 1106 SCHEIDEL CT City: ATLANTIC BEACH Zip: 32233 - Unit Number: 2 PARCEL DESCRIPTION Real Est 1te Number: 178958 0814 Mailing Iddress: 1106 SCHEIDEL CT ATLANTIC EACH, FL Zip: 32231 2006 Exempt Value: $0.00 se a% n Pagel of 2 Property Use: 0400 CONDOMINIUM Transacti n Date: 4/28/2006 Transaction price displayed is based on Legal Description: 38 -2S -29E SCHEIDEL COURT the actual amount of UNIT 2 - 1/18 INT COMMON ELEMENTS 0/R Transaction Price: $79,500.00 documentary stamps 12848-787 paid at the time of recording. The current rate is 70 cents per $100. Subdivision: 6439 SCHEIDEL COURT CONDOMINIUM Section/Township/Range: No. Buil ings: 1 Official Record Book and Page: 13239-1668 Heated rea: 6 Map Tile: 9417 Exterior Wall: VALUES AND TAXES FROM 2005 CERTIFIED TAX ROLL (Land Value: I Taxing Au hority: USD3 Class Value: County Ta'' : Improvements: I School Ta : http://apps.coj.net/PAO/RENO.asp?RENUM=178958+0811 14 7/28/2006 1,1oIZda Building Code Online SCIS Home Log in Hot Topics Submit Surcharge 11("'10 - :Product Approval . USER: Public User Product Aooroval Menu > Product or Aoolication Search Quality Assurance Representative Hoaress/~none/Email_______ Category Subcategory > Agolication List > Application Detail FL193-R1 Reyision 20 4 Ap roved Cop li All f merican Shutters 154,10 Donna Road Weft Palm Beach, FL 33409 Fra k Bennardo clan iey@flbengineering.com Robert Bates 1540 Donna Road Wes Palm Beach, FL 33409 (561) 712-9882 ibriihtidea@execs.com Shut ers StO4 Panels Compliance Method Eval�l'lation Report from a Florida Registered Architec Licen ed Florida Professional Engineer Eye aluaticn Report - Hardcopy Received Florida Engineer or Architect Name Frank L. Bennardo, P.E. who developed the Evaluation Report Florida License PE -00!6549 Quality Assurance Entity Natior al Accredit -;cion and Manacement Lnstitute `ialidated 3y Jorge a. Pomerantz, P.E. i 'i „ V\V1V.;7orl 111�11(1�III1.J1 ^ nI',"i�I'_b i)1�_�-)CIEt�111I o �i�:'(id��T `��_�1 iJ(1 ... (J/� (� FL # �PRE ui:nrctl<asKe>r Authorized Signature uesTlalvs Application Type • ,��uieo�l� s��aa Code Version �ul:Nucvo;s Application Status µ�rsrA�Rr�r Technical Representative %�LORIEk caulrni.®Fnrlas ? Comments Ir��racr?exM� Address/Phone/Email rfFt�M•'t' Pc7F2Cht Archived 4 YSASSSl v.'1J�1.. Product Manufacturer } Address/Phone/Email Quality Assurance Representative Hoaress/~none/Email_______ Category Subcategory > Agolication List > Application Detail FL193-R1 Reyision 20 4 Ap roved Cop li All f merican Shutters 154,10 Donna Road Weft Palm Beach, FL 33409 Fra k Bennardo clan iey@flbengineering.com Robert Bates 1540 Donna Road Wes Palm Beach, FL 33409 (561) 712-9882 ibriihtidea@execs.com Shut ers StO4 Panels Compliance Method Eval�l'lation Report from a Florida Registered Architec Licen ed Florida Professional Engineer Eye aluaticn Report - Hardcopy Received Florida Engineer or Architect Name Frank L. Bennardo, P.E. who developed the Evaluation Report Florida License PE -00!6549 Quality Assurance Entity Natior al Accredit -;cion and Manacement Lnstitute `ialidated 3y Jorge a. Pomerantz, P.E. i 'i „ V\V1V.;7orl 111�11(1�III1.J1 ^ nI',"i�I'_b i)1�_�-)CIEt�111I o �i�:'(id��T `��_�1 iJ(1 ... (J/� (� �PRE ui:nrctl<asKe>r Authorized Signature uesTlalvs • ,��uieo�l� s��aa µ�rsrA�Rr�r Technical Representative Ir��racr?exM� Address/Phone/Email 4 YSASSSl v.'1J�1.. caNr�crua .: a L"UF�Lt7Gt1 � t ' Quality Assurance Representative Hoaress/~none/Email_______ Category Subcategory > Agolication List > Application Detail FL193-R1 Reyision 20 4 Ap roved Cop li All f merican Shutters 154,10 Donna Road Weft Palm Beach, FL 33409 Fra k Bennardo clan iey@flbengineering.com Robert Bates 1540 Donna Road Wes Palm Beach, FL 33409 (561) 712-9882 ibriihtidea@execs.com Shut ers StO4 Panels Compliance Method Eval�l'lation Report from a Florida Registered Architec Licen ed Florida Professional Engineer Eye aluaticn Report - Hardcopy Received Florida Engineer or Architect Name Frank L. Bennardo, P.E. who developed the Evaluation Report Florida License PE -00!6549 Quality Assurance Entity Natior al Accredit -;cion and Manacement Lnstitute `ialidated 3y Jorge a. Pomerantz, P.E. i 'i „ V\V1V.;7orl 111�11(1�III1.J1 ^ nI',"i�I'_b i)1�_�-)CIEt�111I o �i�:'(id��T `��_�1 iJ(1 ... (J/� (� lorida Building Code Online Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Pa, --e 2 of 2 �Qa� naara Year ATM E330 2002 S TD 12 1999 16P9.1.4 1714 Method 1 Option D Date Submitted I1/�3/2005 Date Validated 11%i11/2005 Date Pending FBC Approval 11/15/2005 Date Approved 12/6005 >ummary of Products I'I FL # -11 Model,__Number- or ame___ Description 393.1 1122ga, 24ga Steel Pan Is 122ga, 24ga Steel Storm Panels Limits of Use Installation Instructions Approved for use in HVHZ: d Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: p PTID 393 RI T Cert Indef)odf Design Pressure: +/- PTID 393 R1 T DwQ pdf Other: Large Missile Impact Resistant. V lid for. PTID 393 R1 T Eval Rpt pdf use outside the HVHZ only. Departm nt of Community Affairs Florid Building Code Online Co Jes and Standards 2555 Shumard Oak Boulevard 7-allaha see, Florida 32399-2100 (350) 487-1824, Su 7com 277-1824, Fax (350) 414-6435 9 2000-2005 The State of Flo+ a. All rights reserved. Coovriont and Disciaime� Prod ct Approval Accepts: �w.v.iloricia�uildinr.or«nr; nr_avp_itl.aspx �param= vGLV` ��w DgtBji:uh° ��tngd�,Vi��_��1� �O�� T... _3i600b Er y L. BFN, NCO, P.E., LNc. CONSULTING ENGINEERS 4-44-1 NORTH DIXIE HIGHTi AY BOCA RATON, FLORIDA 334-31 (561) 391-2888 Fax: (561) 391-2862 November 3, 2005 Florida Department of Community Affairs 2555 Shumard Oak Boulevard Tallahassee, FL 32399 Regarding. All American Shutters 22ga & 24ga Storm Panels #05 -AAS -0001 To Whom It May Concern: Please be advised that the below -signed engui I�tributing er does not have nor will acquire a financial interest in the company manufacturing or di the product(s) for which an evaluation report or validation certification has beenprepared, as referenced above. This engineer is not owned, operated, nor controlled by the ianufacturer or distributor noted above and does not have any financial interest in any other en ity involved in the approval process of the above. -noted product(s)_,_--___.-----------_--__-------------_—-- __ __ Respectfully, Frank L. 36nnardo, P. E. Frank L. Bennardo, P.E.; Inc. FL PE 0.046549 _1'-'E.' IiiC. CcNSL "ATG iGI�TEERS '.:E�lGi1�ER_�IG. ��. �13 FR_�� L. BENrr moo, P.E., LNTC. CONSULTING ENGINEERS -4--1.41 N.QRTa DIYII; HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2338 FAX: (561) 391-2862 Product Evaivati November 3, 2005 Application Number: FL393-R1 FL8 Project Number: 05 -AAS -0001 Product Manufacturer: All American Shutters Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 22ga & 24ga Galvanized Storm Panels Scope of Evaluation: Report This Product Evaluation Report is being issued in accordance vith the requirements of the Florida Department of Community Affairs (Florida Building Commission) Rule Chapter 913-72.070, F.A.C., for _ s.tate_,Nide_.acceptan.ae_per_M.ethad- 1_(d-),_AII_praducts_Iisted__abo e - have - been- tested --and/or evaluated -as----------- - summarized herein to show compliance with the 2004 Florida Building Code and are, for the purpose intended, at least equivalent to that required by the Code. Re- valuation of this product shall be required following pertinent Florida Building Code modifications or revisi, ns. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FL8 drawing #05 -AAS -0001 titled "22ga & 24ga Galvanized St'el Storm Panels", sheets 1-7, prepared by Frank L. Bennardo, P.E., Inc,, signed & sealed by Frank L. Benardo, P.E. is an integral part of this Evaluation Report. I;i • TEST REPORTS _ _.__. Uniform static structural performance has been tested in accorance with ASTM E330-84 test standards per test report(s) #02-001, #02-002, & #03-001 by ConstructioniTesting Corporation (CTC). Large missile impact resistance and cyclic loading performance) have been tested in accordance with SSTD 12-99 .est standards per test , eport(s) #02-001 #02-002' & #03-001 by Construction Testing Corporation (CTG). Metal tensile capacity has been determined in accordance with ASTM Ea test standard per test report#0127H, #0198H,.& #C053J by Certified Testing Laboratories (CTL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which e'22iu2te the orcduct L-ased cn ccmpar2m!e and cr raticral analysis to quaiiry the ollowing design criteria: Pace ',.,f 2 tiVZVT,��?LEEN G? iEEFL (G.' ONI Evaluation Report Prepared by: Frank. L . Bernardo, P.E.,, Inc. Frank L. Eennardo, P.E. rt PE0046549' FRA_NX L. BaN,-T PDO, P.E., Lac. CONSULTING ENGINEERS 4441 NoP.TH DTVII: HIGHWAY BOcA RATON, FLORIDA 334.71 (561) 391-2888 FA's: (561) 391-2862 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing No 33% increase in allowable stress has been used in the desion of each product. Impact Resistance: Large Impact Resistance has been demonstrated as evidencel in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as ind respective Product Evaluation Document (i.e. engineering d Installation - - ---Each-product-listed-above-shall be-installed-in-strict-cornplianc Document (i.e. engineering drawing), along with all compcnen Each product component shall be of the material specified in t Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respe engineering drawing) as noted herein. All supporting host structures shall be designed to resist all suF listed in each product's respective anchor, schedule. Host stru( registered professidnal-engineer. All components which are permanently installed shall be prate other such damage at all times. Each product has NOT been designed for use within the High Certification of Independence: J in the span schedule(s) on its g)• with -its -respective -Product Evaluation-- ---- -- noted therein. it product's respective Product Evaluation Product Evaluation Document (i.e. imposed loads and shall be of a material re conditions which are not accounted against corrosion, contamination, and elociby Hurricane Zone (HVHZ). This enoineer does not have nor will acquire a financial interestllin any company manufacturing or distributing the product(s) for which this evaluation report has been prepared. T his engineer is not owned, operated, nor controlled by the ma ufacturer or distributor noted above and does not have anv gnancial interest in any ether entity involved pn the approval process of the above -noted it orcduc:(s). it Page 2 or 7 L. 3E\TLNAT,—,, o, '. TNc. 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Vladimir Knezevich eu.wsl.k.u.xr -1 FL # Technical Representative I� Type PAR. �� .Application Code Version IN,l. EST=�Rt�rzr �Li.4kxYrWi�ca, !!a...j�C• E'� :'.,F �:F'F.�'.,u� . y�FMY��4m-F- Application Status PP tt��tp*�3EZC4ht`1AC�11T1is ty Comments �w� Address/Phone/Email �I 54�>rd Arch ived k�Ji7�sI��Rt��,�•�aY Subcategory ;accordion L- II Product Manufacturer Address/Phone/Email Page l of 3 t y� iflt I ... r"1v LC'Y..'C Y'...fyr FYyi.r'�...C#r.rrMx"y'.. i. �. '{J ..uP w crw•.'.,..:.i`:�":v._t�+U1�s'::...sl�U•c�:::.:J_�.�Y: F�.y..c_...rm:�L1i. x oci_, t e Stats & Facts I Publications I FBC Staff I SCIS Site Map j Lin > Application List > Application Detail =L2249 -R3 �:tevision j2004 FILE COPY 4pproved N own and Country. Industries, Inc. 00 West McNab Road t. Lauderdale, FL 33309 954) 970-7700 omj@tc-alum.cbm Authorized Signature Vladimir Knezevich jk@knezevich.com Technical Representative I� homas B. 3ohn4on Address/Phone/Email 400 west McNab Rd. (Ft. Lauderdale, FL 33309 (954) 970-9999 �.omj@tc-alum.com a l Quality Assurance Representative it I Address/Phone/Email �I Category Shutters Subcategory ;accordion Compliance Method iEvaluation Report from a Florida Registered Architec ;Licensed Florida Professional Engineer 1171 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name Pohn W. Knezevich who developed the Evaluation Report •- Florida License l�E-41961 TloD'da, Build.i.nc, Code Online Quality Assurance Entity M" Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By. Sections from the Code Product Approval Method Date SuUmitted Date Validated Date Pending FBC Approval Date Approved Paoe 2 of 3 National Accreditation and Management Institute ,!ORLANDO L. BLANCO, P.E. Standard ASTM E330 SSTD 12 lethod 1 Option D 2/31/2005 /5/2006 /9/2006 /7/zoos Year 2002 1999 Summary of Products FL # Mpdel, Number . r Name Description 2249.1 .6.8 and HR Accor ion Aluminum Accordion Shutter Shutter Limits. of. Use Installation Instructions - Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: '! Evaluation Reports Impact Resistant:' PTID 2249 R3 T 05-578 DWG 68 -HF Design Pressure: +/- '' 12.pdf Other: Use of these product shall be', in strict PTLD 2249 R3 T 05-578 Report 68-E 12 R3.pdf conformance with the requirements othe reference drawing prepared by TTG,nc. These products are NOT suitable for.installa ion in the High Velocity Hurricane Zone. These Products may only, be installed on concrete, hollow concrete block or wood substrates. For all other conditions site specific design shall bd by this office or our delegated. engineer. Shui�ter spans . less than 32" are not acceptable per the provisions of SSTD 12-99. 2249.2--�6.8" Accordion S Mutter Extruded Aluminum Folding Shutter Limits of Use Installation Instructions Approved. for use in HVHZ: II Verified By: Approved for use outside HVHZ: �! Evaluation Reports Im.pact Resistant: _ Design Pressure: +/- Other: Use of these product shall bel:' in strict ,Florida Building Code Online Pape 3 of 3 conformance with the requirements of the reference drawing prepared by TTG, IOc, and comply with chapter 61G15-23 of thejFlorida .Administrative Code. These products ire NOT suitable for installation in the High Velocity Hurricane Zone. These products may �nly be installed on concrete, hollow concrete 1, block or wood substrates. For all other conditi ns site specific design shall be by this office �r our delegated engineer. Shutter spans lesi, than 32" are not acceptable per the provisions of SSTD 12-99. lExtruded Aluminum High Rise Folding SI 2249.3 HR Accordion Shuikter Limits -of Use Installation Instructions Approved for use in HVHZ: Verified By: Approved far use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure; +/- Other, Use of these product shall bel,in strict conformance with the requirements o1" the reference drawing prepared by TTG, Ilnc. and comply with chapter 61G15-23 of the (Florida Administrative Code. These products ire NOT suitable for installation in the High Velocity Hurricane Zone. These products may �nly be installed on concrete, hollow concretep block or wood substrates. For all other conditi6ns site specific design shall be by this office 'r our delegated engineer. Shutter spans less than 32" I are not acceptable per the provisionsof SSTD 12-99. Florida RmIding Code Online Lm'�x.�.�ui��'xt. ..�..1.M=40. BCIS Home Log In I Hot Topics I Submit Surcharge 1 ' r yawl Product Approval USER: Public User Product Approval Menu > Page 1 of 2 e .i 7 1 } 1 Strfb+d� um i i I II. I Rr iY' e f a, Y ,re i xc s c „i YXrF ,n Y' isiki! ±t+i nxaM , �.Iwur1"'_c I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Lin > Application List > Application Detall > Application Checklist Form #: 9B-72.130(3) i 1. Verify the method of demonstrating compliance is from an entity approved by the Florida' Building Commission. sL 2. Verify submission of the evaluato may be a test lab, certification ac Architect or Florida Professional E certification listing or evaluation r �I 3. Verify the method of demonstrati suspended, recalled or revoked. s certification of independence. Note: Evaluator .ncy, evaluation entity or Florida..Registered gineer which produced the.test report, port required by Rule 9B-72.040(5). g compliance is current and has not been _ ;1 4. Verify the product has not been recalled or revoked. RIME MM IN 15. Verify the Code sections and reference standards for which the evaluation �$t =az�•mirm.�va:e YpA81swM,r x.w np,� J&0 demonstrates compliance. �r"LtRCtv�(T,p1�tEx!? 71 6. Verify the method of demonstrating compliance indicate any limitations on the use 5SRfy of the product, as intended. :rAr 7. Verify the manufacturer installatiG n instructions are provided. "t�+e�T�"R. R;. xq 'w,•Mk� :rife'. c �" j�Nr, F ,. �� a��T a: Y q Y P 8. Verify that a quality assurance rjpgram audited b y a Florida Building Commission Y 9 ;I approved third party quality ass4ance agency is in place. To the best of my/our knowledgel, the product, method, or system described in ►� SUR I i7'{ OTT,,,. ` N ra �xthis application meets or exceedsil the'Florida Building Code requirements and -V....4u 1 Jfrilil�.J[�G /'W�i Puiv Li.� I listed 6pplication. ¢,rl]eA" ei�1P�aee' ^''"�h reference standards in the Q (850) 487-1 © 2000-2005 The Stat Next DCA Administration partment of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard rallahassee, Florida 32399-2100 324, Suncom 277-1824," Fax (850) 414-8436 of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: M E ;Y r R�Mtrs Thornton vTomasetti „ss TTG PROJECT NO.: K.K5578.00 Evaluation Report DATE: December 30, 2005 PAGE: 1 of 3 FBC EVALUATION REPORT NO.: FL2249-R3 CODE: Florida Building ode 2004 PRODUCT CATEGORY: Shutters i PRODUCT SUB -CATEGORY Accordion PRODUCT NAME: 6.8 & HR ACcordioo Shutter Town and Country industries, Inc. A Division of ABQISupply, Co., Inc. MANUFACTURER: 400 West McNab Pload Fort Lauderdale, KI' 33309 This is an Evaluation Report issued by J phn W. Knezevich, P.E. (Systerrl,ID No. 1754), to Town and Country Industries, Inc., bas 'd on Rule Chapter No. 9B-72.070, Method l(d) product Approval, Florida Building Com zission, Department of Community Affairs. These Accordion Shutters have been evaluated aIiId found to be in compliance with the Code and that the products are, for the purpose intended, t least equivalent to that required by the Code. Re-evaluation of this Evaluation Report is Required, following any code changes, to maintain its validity. ? 1titi6 y F_ ^7 Evalua�yllaRep>;eJae b, THDUP, INC 01 _. -1 Joh>z;;VJ;IVnch, 'y` ;�� Vice I'es • IF Decembe�:z3b?��0�5�::a • F^y�� : -+ Florida Licettae.- . _ .;A1? 1961 Florida COA No.: 7519 The sea] appearing on this document was authorized by John W. Knczevich, PE 41961 on 11/18/2005. This does not constitute an electronic signature; original, signed & sealed hard copies to the appropriate agency will follow. 330 North Andrews Avenue, Sui tc 450 V FL. Lauderdale, FL 33101 • 954.522.3690 ■ 954.522.3691 fax ■ www.TheTTGroup.com Offices Worldwide Evaluation Report DA�� E: ecember 30 2005 PAGE: 2 of 3 TTG PROJECT NO.: KKSS78.00 � D � 2.1 PRODUCT EVALUATION DOCUMEN?I Town and Country Industries, Inc. 6.8 & ',iR Accordion Shutter, Drawing No. 05-578, with a revision one, dated December 19, 2005, S�,ieets 1 through 13, prepared by Thornton-Tomasetti Group Inc..'(TTG, Inc.), signed, dated and :iealed by John W. Knezevich, P.E. is an integral part of this Evaluation Report. 2.2 TEST REPORTS • Test report for -Uniform Static Air Pres successful testing of impact resistance prepared by Construction Testing Corl (HTL), and are listed in the referenced • Tensile Capacity of aluminum alloy E8 -03/A370-03. -e in accordance with ASTM E330-02 and conformance with SSTD 12-99. Reports were ation.(CTC) and Hurricane Test Laboratory, LLC ons was determined in accordance with ASTM 2.3 STRUCTURAL ENGINEERING CAL 'ULATIONS . Prepared Rational and Comparative Anal)'ses of Accordion Shutter performance, as well as anchor calculations. From these analyses, 4 Maximum Shutter Span vs. Design Load (PSF) 'Schedule was prepared for both the 6.8 Accordion and HR Accordion. An anchor spacing vs, design load (PSF) schedule was also prep red, indicating maximum anchor spacing for given span conditions at specific design loads (1''SF) for each type of anchor used during testing, for both accordions. No increase in allowable stress has been used in the design of this product. The Accordion Shutters satisfactorily passed the large missile impact testing, in ,accordance with SSTD 12-99. These Accordion Shatters may be used to protect glazed op&hings from windborne debris, when installed in accordance with the limitations indicated in their respective drawings, prepared by TTG, I4�c. These Accordion Shutters have been designed to resist wind pressures as indicated by the Span Schedules of their respective referenced rawings. Thorntonr` Tomas etti (' ji. )I yPl Evaluation Report DA�� E: ecember 30 2005 PAGE: 2 of 3 TTG PROJECT NO.: KKSS78.00 � D � 2.1 PRODUCT EVALUATION DOCUMEN?I Town and Country Industries, Inc. 6.8 & ',iR Accordion Shutter, Drawing No. 05-578, with a revision one, dated December 19, 2005, S�,ieets 1 through 13, prepared by Thornton-Tomasetti Group Inc..'(TTG, Inc.), signed, dated and :iealed by John W. Knezevich, P.E. is an integral part of this Evaluation Report. 2.2 TEST REPORTS • Test report for -Uniform Static Air Pres successful testing of impact resistance prepared by Construction Testing Corl (HTL), and are listed in the referenced • Tensile Capacity of aluminum alloy E8 -03/A370-03. -e in accordance with ASTM E330-02 and conformance with SSTD 12-99. Reports were ation.(CTC) and Hurricane Test Laboratory, LLC ons was determined in accordance with ASTM 2.3 STRUCTURAL ENGINEERING CAL 'ULATIONS . Prepared Rational and Comparative Anal)'ses of Accordion Shutter performance, as well as anchor calculations. From these analyses, 4 Maximum Shutter Span vs. Design Load (PSF) 'Schedule was prepared for both the 6.8 Accordion and HR Accordion. An anchor spacing vs, design load (PSF) schedule was also prep red, indicating maximum anchor spacing for given span conditions at specific design loads (1''SF) for each type of anchor used during testing, for both accordions. No increase in allowable stress has been used in the design of this product. The Accordion Shutters satisfactorily passed the large missile impact testing, in ,accordance with SSTD 12-99. These Accordion Shatters may be used to protect glazed op&hings from windborne debris, when installed in accordance with the limitations indicated in their respective drawings, prepared by TTG, I4�c. These Accordion Shutters have been designed to resist wind pressures as indicated by the Span Schedules of their respective referenced rawings. Thornton =Tomas etti y r 0 Y1.a•;'.ie n Evaluation Report TTG PROJECT NO.: KK5578.00 DATE: December 30, 2005 PAGE: 3 Of 3 i' 5. r ANCHORS The maximum anchor spacing for each t3F of anchor, shutter span and design wind load is found in the Anchor Schedule of their respective referenced drawing. •. These' Accordion Shutters are to be installO in accordance with the typical details, general notes, schedules and material specification$ found in their respective referenced drawing. See. General Notes of the referenced I' drawings, unless otherwise noted, for material specifications. All dimensions of comp4lents are indicated in their respective referenced drawings. Anchor specifications includint acceptable substrate,. minimum embedment, edge distance and manufacturer are indicated in ;the, referenced drawings. • Use of these product shall be in strict drawing prepared by TTG, Inc. ■ These products are NOT suitable for e. with the requirements of the reference ation in the High Velocity Hurricane Zone. • These products may only be installed cin concrete, hollow concrete block or wood substrates. For all other conditions site;, specific design shall be by this office or our delegated engineer. Shutter spans less than 32" are not acceptable per the provisions of SSTD 12-99. This Florida Professional Engineer does not have, nor does he intend to acquire or will he acquire, a financial interest in any company manufacturing or distributing products tested or labeled by the agency. This Florida Professional Engineer isnot owned, operated or controlled by any:.company manufacturing or distributing produ;ct� he tests or labels. This. Florida Professional Engineer' performing an evaluation does not have nor will acquire; a financial interest in any company manufacturing or distributing products for which the reports are being issued. This Florida Professional Engineer 'performing an evaluation does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 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N Nzm C <Dy O-1 Caym�Dy nIn mr^' N D IoDInT m a_Nm r n lSatDmm aT 4Draarn 4 OST y mZDN ^ CD .Z.yrrN 4r a ° nOu' >r3 myC Ont InOp ar yD= C rrr rn -4,4 ma >D> NK mmy ^ ^mA 2 m<m j Tm mym Cm ��N y Dmm p Dr p4 mpD atn ypx < �mC Xmy Sa InND mm Dmy Z ➢ 4a m InTO x DT Mm. ZQ Z .1 r m -ia -Io A y n ^nrn a zN 2 z°m = om Imn£m Do moa rn 3 S 2A Tptn Z mO T ym4 -i A= rl a> 30-1 o Dm coni a 4m mTa .gym Era I Z nZD i D4 DTz zr% ZDO = ry row nip rnm'10 ma„ �Zln 0. a -1K ut OD Z N D DLl Z aT mo -4 I TC Eno Cut %a-IZ H OD ZS N On DZp -1r Zxm D a In torn w a-1 Nmm Sm 'latm0 <4 m r Fz HR ALUM. ACCORDION SHUTTERS • ADl.IaL,w f,JIC S.yYly G.. Jwc Ipd Wvr N.1.1 -.1 Jr ..w r...A...a„.. r•r aaaw. IA n 0 2 /05 11:58 ZED HY 1OHN W, KNEZEY PE 0041961 ON SIGNATURE; ORIGINAL, SIt;NED 61 SEALED Thornton•Tomasetti Group J. Antlrewa •ve., Sulte 130 • Ft. Lautl erd ale, FL 33]01 ,9511 521.3690 -F-(114 CDA / 7519 Webalte: www.ThcTTCmup.can iq hl p 2005 Thornton -Tom -ni rr., Iw. Poli In IDrm Dllgn: P:\FL1\Pro)ecle\KK5578.00\Drowinge\RI-sub\05-578-02.d.q MC -W 12/19/2005 12: 21150pm 12/19/05 11. 8 1 1.771- N ^ D D r r _ D S D1 A In mD _ r m= DD mCn o rm o m oo m m m m r N � V1 � ��L,-• j � N m m m i 1,146" ILL, O 2I ,.500•• N N N m O D C r r N m m O DA j0 >C 'n W mm AVN N O_ r j �O D" ADD n E N T._� n r T 7C m r '}yam j r r r N jf = 77 m _ D a D Hr r . r 6. o b o N _ r N rn N 2 �g on D m C -4- n .875" 967" o A n O T rn j O O O 41 Irn ,O o W x In= mFn N� 1 a 9O ny DN D o m p Z 7,395 Sb o 2In Dti D—I T:0 I T 9 c N T h' -• O I..�l1 IM a N N w O m m 1T1{!1 J D N r W N �g 9 m H n rn C D [ O v9 N2.94311 }y S 3 rm u O N N N r O Z m m m c o rn m o' f n o 18 Z w m DRt 3-� e 9 2 y u e i V !^ u o H = X Z D D D X r r a L 1.320 T> mom IN O � i, ut o N J N O ^ D �rj VI r m c: r e -i rn S N S j n m D' m D > W — e r m m o e T m r m i. 1.193" nr O-77 n O D ti ' u1 D M Jlwn xy I mx m D v r m m N o N 0 1r, 7 •. c- i THE SEAL APPE RING ON THIS DOCUMENT WAS AUTHORIZED BY IOHN W. KNEZEVI[H PE 0011961 ON FLORIDA BUILDING CODE, 2004 II. C° .G L 1 211 912 0 0 5. T 5 DOES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED Ll SEALED HARD COPIES T THE APPROPRIATE AGENCY WILL FOLLOW. =c ravi ion s " O o 1> � HR ALUM.(, ACCORDION SHUTTERS Thornton•Tomasetti Group ng data 6 descri lion 7- �r �� 7 770 N. Andrew, Avc, Sullc {50 • 11' L,uderd,k, FL 73101 527.7690. F,n (954)) 522-7691 • COA C 7519 Web.lte: www. The lTGr°up.com CD �y NO o.'� C•w` ADl.iJ.,'.fAa CS -'G., Prim P:\FL e�1 0 2.D00` L 1.498", FLORIDA BUILDING CODE, 2004 E revisions or no dat, 6 dawd h10onW 12 /19/2D�5 12: 22: DOpm 12/19/05 11:58 m N � O ^� mo N n N f � n D m _ Q'I r O Zm �m T m X ;' rnA > ON Qn G W ..� m v yy 0 I . rn N n n 9 ' O D y r T r m m m O m y to Z< r W N y N rn o T In m D-. o m- ° o1n 2 [n m 1 < 6 mm. ° z [ ,•� i•[ £ S r to m 01 r Z< D{ h r V m m 0 m m r m � O G m r ^ O m m �O1 CLOSED .0 S D D r 1.450^ OPEN _ �' A n T mp0 I'• o m �, a pQ N n T= N 430'b y Z n n r o ^ o a a o m n O= aC a� o Zm Oaar n C P.SZ Dy nxxm m i Prinl Information: P:\FL1\Projects\KK5578.00\Drowingr\RI-3u6\05-578-04.dwg MCantu 12/19/20CNB 12: 22: tOpm .r•. ... W r A D fn CO x 2032tn =cx W x wAW PN r21 \ rna CxI. f'I nar" rrr m o• D o• .. >\ G, 5 - :y9 •"1 6 ? N -1 0 Ll y p m ZPx c W cm oo AD r D xp�" z Zm nxmU ml N 3 nA> ttC M tiZm_= 0 > N InDD O O D C y 2 rn N ^ '0 C W N U 13i: V yma II r rC"t 1 '3 rLA 'D W r x fn CO x 2032tn =cx W yZ Zy aN D D C z x n O f'I nar" rrr m o• OD DOm my ZZZC : yw Fl rCy O N -1 0 Ll y p m N iOm a nxmU v Tr 3Dp tiZm_= 0 > N InDD O O D C y 2 rn N .I ONOmA NutStA yma II Dm DN.. TN AW yOm 9m @ W y `O I f m W II m N W r m3 Cxx Nva.:,^D mma m c C -1 UD X mrnm m � z D? N N m A T { = N -yi 3 I Q rtt D :% 3�m Z x ylm W Dy Zm Opg nD D m A 0W 2 20 Dm 00 n77D 'y A Ay, vm Ll •y \ L1 Z _ r r _ mD _ r yN3 mmm {mo, O mA N yS3 { N O v A 9 (N, V1 N.0 { '00-0 PU O 7C, A y D —2 0 LA 'U — 3 0 LAM OAN AC m=MiA m3 0E- ' 0001A Ll D ya, T m0� ZCDOA' A z -4 mN nOm00 3z Zon3 A{ppzi D N 77F ?O FLORIDA BUILDING CODE, 2004 o®1111111157717m= Me I - r 12/19/05 11:56 m N MIN, ' D x ny N = N i • D y .. CZ rn A Z m y a ^ nDI O IZZ' A D{m ADM nZP mI 'Sm D ^ -TCJ r In h o Z D y rz m x _< . p x P W � •� I m m ' DD rr r3 { w � 31A D DO D 2 U Z Z O W 0 r {C m Om I•yN m I myiror1do�Do OXM C Zom C -/ y N m O p 2 C 3 _y m U N m y r N Or m -4 nW t 0 mn C D D IA r t'! -Ito rA O m .IA U.' y m �T Dp cAy n� Do Z Z3'^ Z -D1 CA mm mOU m 2' 2 r 3 0@0AAO 0O m . rnS�Ar27P oz0W£o x c 9 u T y in 3Z rp)D.OvN ZED DOrZ +m,-0' DmW {N C: min2 x z -1 m ` 3 0 OZz� Z2 mx ,' * o nmm In A{A A.w m c : OOUID LA m3D my yAWr m) p 3 G moa'- Inx'z o D OA m—x ..crBZ �Np OZ,m N r ~oDm m0 raw O Co N m O O D x N r fn CO x 2032tn =cx W yZ Zy aN D D C z x Z - p C yr3CmWx OD DOm my ZZZC : yw n 3 -1 0 Ll y m ny^c � r T m0� ZCDOA' A z -4 mN nOm00 3z Zon3 A{ppzi D N 77F ?O FLORIDA BUILDING CODE, 2004 o®1111111157717m= Me I - r 12/19/05 11:56 m N MIN, ' D x ny N = N i • D y .. CZ rn A Z m y a ^ nDI O IZZ' A D{m ADM nZP mI 'Sm D ^ -TCJ r In h o Z D y rz m x _< . p x P W � •� I m m ' DD rr r3 { w � 31A D DO D 2 U Z Z O W 0 r {C m Om I•yN m I myiror1do�Do OXM C Zom C -/ y N m O p 2 C 3 _y m U N m y r N Or m -4 nW t 0 mn C D D IA r t'! -Ito rA O m .IA U.' y m �T Dp cAy n� Do Z Z3'^ Z -D1 CA mm mOU m 2' 2 r 3 0@0AAO 0O m . rnS�Ar27P oz0W£o x c 9 u T y in 3Z rp)D.OvN ZED DOrZ +m,-0' DmW {N C: min2 x z -1 m ` 3 0 OZz� Z2 mx ,' * o nmm In A{A A.w m c : OOUID LA m3D my yAWr m) p 3 G moa'- Inx'z o D OA m—x ..crBZ �Np OZ,m N r ~oDm m0 raw O Co lar�n9.I: L • �Jt THE SEAL APPEA RING. ON THIS DOCUMENT WAS • LI 'i. 12119/2005 THIS DDES NOT CONSTITUTE AN EI HARD COPIES T� THE APPROPRIATE AGEN.Y WIL Y j h}Et'6 HR ALUM. ACCORDION SHUTTERS t LED 9Y IOHN W. KNEZEVICH PE 0041961 ON _ SIGNATURE; ORIGINAL, SIGNED r SEALED Thorn ton,Tomasetti Group r. Andrew, Ave., Wt. 450 • Ft. Laudvdalc, FL 37301 ;954) S22-7690. Faa (954) 522-7691 • COA a 7519 N m r to C y W Z - p C n 3 m ny^c � r OU 2'�"✓I yDAtnm D VI tiZm_= 0 > N 3 O I m O D C y 2 rn N ONOmA NutStA n D C m S a m GtAOm=U m O y ' S OO W r T X '-IDpmC mZ VIN W y `O I f m W II m N W r A = m c C -1 UD X � z I C C m o� m Z D -yi 3 I m A -t -•ZO �yA m m D m A 0W 2 WO A Ay, vm `A D lar�n9.I: L • �Jt THE SEAL APPEA RING. ON THIS DOCUMENT WAS • LI 'i. 12119/2005 THIS DDES NOT CONSTITUTE AN EI HARD COPIES T� THE APPROPRIATE AGEN.Y WIL Y j h}Et'6 HR ALUM. ACCORDION SHUTTERS t LED 9Y IOHN W. KNEZEVICH PE 0041961 ON _ SIGNATURE; ORIGINAL, SIGNED r SEALED Thorn ton,Tomasetti Group r. Andrew, Ave., Wt. 450 • Ft. Laudvdalc, FL 37301 ;954) S22-7690. Faa (954) 522-7691 • COA a 7519 12/19/05 11: 59 Prinl In lormollon: P: \FLl \ProJeels\KK5578.00\Drawings\RI-sub\OS-57B-DS.d.q MConlu 12/19/20D5 12: 22: 19pm D£Orn yaY O W ^O mN r' TWN Oar D D N P Z C, om N Ny �� n C0 6Nc1= DO ZmA� !l£a o3 ZO , 3�:D37pc pD O <C rn NO 7pCNNm DINiI N -c m N o D N�Sn C- my nr m m D7^Z� :0 Z I Np O y3 pN ', 3 v mmO7�0y mrnZz n oN £ m m <mpn'r'L 7e = p EDGE yo EMBED. �®0 7p p. DIST, - !' Dp N nA m IIL�� m r m O ,D I -1nny ZT0 II i. o Zr p .. ZS�n 0O DZ - -i ��.-. O lA N _ N m r'Tr Tmp yLOI • m P a t Zmlm "1 I,f Omo-1A22 m Ems` 3., MAX. w 2>'X'n GZi b O •D'IZ zia3=�, valor w D Z r mm'ZmrI i' Z Zyay. 77 mmt> MAX, SHUTTER-. NNZm fm� £nom DDmn7 mo, zNNZ� mpx LENGTH SEE ••,N rn'aCr w ➢Sr 3.-,Dn p m p7=•miln '{mT ACC GROWN SHUTTER y Zm7tn, NO NO p pDZ ti D D mp {C norma. �X oo Zm2 z=a2 c p ynomz 9No SPAN SCHEDULE Ec'= c+N-I rn-5> MAX,SHUTTER a-+a 7p 3= m �' mcl,zm "Z2 TABLEI Mrzn -niz 90X LENGTH, SEE °X °£Dom _ 7 COS -1 m'. CD' mZXm aDmn 077 T r"p Z {C� ACCORDION SHUTTER {C9 _ 3NOYo z .oDx m :V3:SPANSCHEDULE, 7No °NaZz �_ -=3 TABLE 1 �Zv Zoom vo aoms 0Zj 7 Ll �., m X am N Xmm Z:CZ Z =O m-1 mZXM 6.11 no a'.�' PT° _ 0 DNP /A 00 oZ , Nm ° n z al 7P B"� pm Q , azo ZrZ D� 7 rN O W o?°D n�{A 0 D o°z9 On D F. 7, m 9 Ll NO rev W�a ocI nr y ^' z D {m N D O ar mi m m•0 p07wr '7 nr y m z o,an •0p EMBED. r N imp rn`' I 1 p .0 o m 7 D rN �p m �O Dory°N LN (. m0 { N ^ Y p&' x m° EMBED. C o EHBED, m n�pCr 2m� r ro >^N m N m +� ON37ov� J - O N 4„ Esovnm i_ n m Ii O S^aamTo D O i m r p C ,,.IX�Zomx ___ fl m IM cl Emr0Nm - I m �'o Z- inn?�mnm pm n _ o ` m ro TP-'o yc' ZOms - p , (1 On�p�o2Z m M Vt D- C x -i N n c _ 0 =ZZOI rZm N i'. D ZT3 +. T Nn man pm E) 'iO�NDp im 0 y m roT�o➢7p y� , 2 i,.ly „-IXm m 3 HAX. SHUTTER Z C. pnND~mz m wo zNNm+ moX LENGTH SEE H C D ZT3= DCS u' No vl Na n ax p r^ Oj Prinl Information: P:\FLI\Pralaats\KK5578.00\Drowings\RI-rub\05-578-OG.dwg MCantu 12/19/2005 12: 22: 29pm 82/09/0,4 ®:® Dn �y r) ar mm1 pN n� yD M yr 9O DQ Dr m �O N T 0D OD 71� r OAr p n r \ m In y Dj:. _ m O y n D Z071DNn W 3 t m 7P,ym yX X OnnDZ Z,:" n Lr2m MAXSHUTTER IVTiSEF—'-I Z {Z ACCORDION SHUTTER (_Tmrn 2Z071rX m°£n nz SPA^-SCHEO„ TABLE 1 •0 Z 6M n ,�.ynDN OnzS: m>0y D2D- >0 m• x`aI i• Z Z° mmODm yrs O' r 72• \� N Dn �y r) ar mm1 pN n� yD M yr 9O DQ Dr m �O N T I OD 71� O m OC z n r \ m In y Dj:. _ m O y n D D W 3 m m 7P,ym yX X ,lcM TABLE 1 Z 3 (_Tmrn 2Z071rX W O •0 Z ,�.ynDN OnzS: yxmn nom°z i• Z r: 2 mmODm yrs nZ nii EDGE DISTANCE yZz0 rn An m2m1Z O DPN DX nm m nmti -m{rnnn2LZ1 �vt'rn LZ1�2m 1 MAk ^'no L'V 11'1, STFE—' , r y£�2 ACCORDION 0>2 xIV,Dx 'yor-I m0£n azj SPAN SCHEDS TABLE r °D Sn O M Om DOm •yDDn\ ' XD XC 11 omx�r ZDm n ° ml yr Om13n _ y m D D:. 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N au, omx�r DC Ln Om13n Z9 -V1 D D:. z y==%o x r ° mSrPJ n y 3 "I9O 7m-+ m N D 'N° 1 y ODN pp Ty Or, m zQD oy . m � HAX. SHUTTER m �O CS I LENGTH. SEE i O m OC z = X ACCORDION SHUTTER -m m z• na O SPAN SCHEDULE, TABLE 1 rZ In n.. N aXmx m 7P,ym yX X T C K z wM0 XMOr X,Sjr yy yC-_I n NOD -cpm p.yk DD C yr CN'�OWOmr DZ rT n m munim�+m�r0m� Z X9 A y r y yXrnmiGDj£a' o N nm0 2 y ° ODyOxyZ -oz:r>P3niv ACCORDION SHUTTER a „ XINno STti2;E- ,lcM TABLE 1 ~ NXm Nm9 . m 3 rgvNmp OQ ApmmO °yy nzOMM xn 2 n ^rC'Zm C TmmO rD °D<y OV °DZ Zm_ WyT1n nNz m9X9 m "Ir ZN �• In y � 0 � r y �Sm NrC3 2 N D x OZZX n^'n•n o£O rD3 yN- HR ALUM. !'ACCORDION SHUTTERS A alr/.L. N/AICS,.pnly C., lwc MAX. SHUTTER LENGTH,SEE CCORDION SHUTT SPAN SCHEDULE TABLE 1 IZED BY JOHN W. KNEZEVICH PE 0041961 ON C SIGNATURE; ORIGINAL, SIGNED & SEALED Thornton•Tomasetti Group N. Andrews Ac., Sullc 450 • ft. L-d,,d.lc, Fl 33301 (954) S22.3u90- F.. (9S4 522-3691 - COA 1 7519ii Wcbdte: www.Th. Grouo.cwnii £nom C . THREADED 2 S P MAX. SHUTTER A y D LENGTH SEE ° X ACCORDION SHUTTER [ „ SPAN SCHEDULE, ,lcM TABLE 1 =10 3 LI •0 Z Sm AZmD LL -NIX Dx ,,- mmODm yrs nZ nii EDGE DISTANCE yZz0 rn An m2m1Z O DPN DX nm m nmti z s rnp.7onrn r mN yx Lz DD - mL N xIV,Dx o rDm rn �z rNoZmy 2 �'I- n ZOmyxn n m 00 vn m DC H rgvNmp OQ ApmmO °yy nzOMM xn 2 n ^rC'Zm C TmmO rD °D<y OV °DZ Zm_ WyT1n nNz m9X9 m "Ir ZN �• In y � 0 � r y �Sm NrC3 2 N D x OZZX n^'n•n o£O rD3 yN- HR ALUM. !'ACCORDION SHUTTERS A alr/.L. N/AICS,.pnly C., lwc MAX. SHUTTER LENGTH,SEE CCORDION SHUTT SPAN SCHEDULE TABLE 1 IZED BY JOHN W. KNEZEVICH PE 0041961 ON C SIGNATURE; ORIGINAL, SIGNED & SEALED Thornton•Tomasetti Group N. Andrews Ac., Sullc 450 • ft. L-d,,d.lc, Fl 33301 (954) S22.3u90- F.. (9S4 522-3691 - COA 1 7519ii Wcbdte: www.Th. 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OODK mN nvrn : >�N ZZ O % z zo_z,n - In to IZCZ•i D DzyC K aO ,r2C� mWK m m r �ne zAO ODD [m rn-I nn� m=• Z Z z C j a 00 :O K C 7mm o m ]c) 4 O Z FLORIDA BUILDING CODE, 2004 n®Yr�c 04: 07: 03pm � N W 'j0 Y � C ti r Z _. mN m to ax �C y 7 im Op P D D rr r o? 12/19/05 12:04 MIN. r RNZZ>,o mN ZZ ohm D D �ne zAO nn� m=• 00 [ n ^rl O Z 011--1 m-y M r O•� S r Dyw Dp, oy�ml m :➢ o m AOz p'1 x C P S N m , < rC�mN yw n r mQ Orn � Ap n£ . D O•n y m2 A L O O she 10:1v0x ZEm 2�n3 A N p VI N DOC Z m=a K n InDIn mN3o mmNai ozm mNDe .. m-13 m A m ;mow OOnD nZ� <2 -4 rp�<m2m �xin ZI` :z omo OD�o, [ g _ N coil 'Z :o ..{o CO m_E rnzy P: z r' a �• LI ) m m O y X O N N y O*. y r N Z L1 \ r r D 0 In y C Oa r rn m m z w m me c c C 11n mn A m VI m y E r m r m yON r r y 2r X Z cl L D THE SEAL APPEARING RING ON THIS DOCUMENT WAS AUTHORIZED BY )01,111 W.-"EZEVICH PE 000.1961 ON • G ✓T, 1211912005. THIS DOES NOT 11 SIUE ECTRONIC SIGNATURE; ORIGINAL, SIGNED &SEALED - HARD COPIES O THE APPROPRIATECONTAGTENCYTAN WILLELFOLLOW. ',EES HR ALU ACCORDION SHUTTERS , *T hornton•Tomasetti Group 310 N, Andrew: AVx„ Sulre ASO • fi. -)691 dale, FL 7 9 Tel. (934) 321-7690. Fax (95153...... -CDA ! 751,9 Tn� croxp.x wlm+�,..fllCs.rrtr G..i om "' -"• $x r•. � e, Cppvright 0 2005 Thorntpn•Tomalelli Grnuo for , Pflnl Inlormollon: P; \FLI\Pro Jecls\KK5578.00\Drowings\RI-sub\05-579-10.dwg WC.ntu 12/19/2D05 12:23:12prn 12/19/05 12:05 O azaW N D m ' I r l u 3 0 Am yy O DInP�Za r� c) n rr�P I N O £mm D 00 � m zm> rZ� :2 Cl Vri�'I JJI I I °<cr zD on o a? nOvu ar ' N n =Nn°m mmZ Z -C1So r%P N oN ON n ° o o , y z N In O EDGE m �-{ ❑ m "s DIST. r m MAX. SHUTTER I I I nL I O a Os r:� _ <au0r I r l u 3 0 Am yy O DInP�Za ° x LENGTH SEE n rr�P I N O 2 P e v 4>2 v p N D 00 � m m r :2 Cl Vri�'I JJI I I O EMBED, iQ ma moo£ o 3 O nOvu I N m EMBED. r H s C n ° DO m •• mrn yy r m MAX. SHUTTER m°z' zvnm „�.( _ P p ODmmO t7 D^ iNsm m x N • fl p � m TABLE 3 D ymnr� _ Evnm� y O O MAX. p�mz W r Dn ODnSnrnni °Z Z Z aZ N 67! £n: rm -+ mnrzz Damrnn� c =N�O_n '•Nm DCP nmrn0 '-Ix Nm DCr =m z=,Zy y zcrnz n~ 9-113 MAX. SHUTTER n'yD v03=3 m nrzmt1 yz oX Trn7 ym LENGTH, SEE °x ym' c]£DD z. .CCI _< p a H C onz z ACCORDION SHUTTER -<'C z - m vNp =•Z= SPAN TABLE SCHEDULE, vNp 3 '-Z2 __ 'Q n v z n Z Xmm Z£aom O X nomm =Ory aT pZ y > D 03 OO ynrn rpv-rp)x 'I D II vaiO On °r..r ar nP y ND m Zw O v ti O D g r• 7P v�rp 7i rn£ m � mO :a pN O �v0 'o<Do� A rae : m° EMBED. ❑�yoCr N=AS EMBED. nmrn^; rn N N?m:r O N Nn n P r m_ r p m w` £m ro1a aDvnrn _ - I ° a X Z ?m,ynm90 m I mzonrzm N m Inez Dmmz 00 N y Z ym £C O noza Z N D OZT�= En DCr ; J r Zp aX O -8c, NO =m= IDno Sr*I my= I vnrn rrO mN =o ry ">oNXa Z -I z -I. rnyl. MAX. SHUTTER apD ySmn n rn0 °v OZ m m°z zvnm m°X LENGTH SEE =lmx iia? Nnxn P a oDzrno •ICm -< m ACCORDION SHUTTER SCHEDULE, 'CNy v mm�m 7a :r °-z nmmo O ° CiZcm= �_° SPAN -�3 o rn� m o Z TABLE 3 >,r•n DDmn� nv nv mz�'P. Z 2 Y=Om VEp m zlmzONm°YZ v02= DO cl£Dow+ m r �zxp m FLORIDA BUILDING CODE, 2004 m'I n £y Ovnm� D SnT.Dnmmo C y y=0m2 -17 Z SZOL rn2m -i �,n2 nr1 ❑m m o�vroa°y ym nNOyanz . D y2-IDDO Z ZOZy X21 mor' ZNNa p 9 OD Tnrn Smn O D �0a2 mm,zrmf1 DD nm7 =Oy-" ZAZ pm = n a Os r:� _ <au0r £O� DCr r NO u 3 0 Am yy O DInP�Za ° x LENGTH SEE n rr�P On mr N O 2 P e v 4>2 v p N D 00 �r m °�CN :2 Cl Vri�'I nP m O EMBED, iQ ma moo£ m£ m S ❑ nOvu £y Ovnm� D SnT.Dnmmo C y y=0m2 -17 Z SZOL rn2m -i �,n2 nr1 ❑m m o�vroa°y ym nNOyanz . D y2-IDDO Z ZOZy X21 mor' ZNNa p 9 OD Tnrn Smn O D �0a2 mm,zrmf1 DD nm7 =Oy-" ZAZ pm = n Z�aX Lv13:D 0- r<ai £O� DCr r NO u 3 0 Am yy MAX. SHUTTER ° x LENGTH SEE n rr�P ASPAN ONCCORDISCHE j N a ULE -_, TABLE 3 Z�aX Lv13:D 0- r<ai 1_ 001-1 �zxa ti e�W,r u 3 0 Orr °Z n "' ❑ D Nye GIST, 01ST. DO Nyxn n rr�P ❑n z3 O ° -Z0 D D Dn' °�CN ON nP m m Z vn m£ m S ❑ nOvu -v 0 io m EMBED. r H a m vD yZ-IDDp DO m y n N mrn yy r m MAX. SHUTTER m°z' zvnm _77- LENGTH SEE 0 NN9 NNm N o-IVnT,. 9nT� Kin 02 Cm ZCmZ c Cnr2 G1mZm DDon? m aZ az 3 = . :r DpR^ DD O Xmi X Z i rrlrli •,r '�.+� THE SEAL Ca HARD 12/1912131 _ HARD CO S vo3= mnm��nm� L7ED0m a2mn DSmn ZXa nmmo nmmo ZCmZ .0a2 ZCmZ O m' SI r 6 , m I W nmzmnrzrmrl1 m0 �mrNNa�i 1_ -Z mz u 3 0 n❑vnm ynna=mn 2= GIST, 01ST. DO DO 1• C =x Dnr^mp y-0212 i,� ' nmmoayoDzC� UP i r D yZ-IDDp O z�Zyxa mrn yy MAX. SHUTTER m°z' zvnm a°x LENGTH SEE P p ODmmO t7 D^ iNsm ACCORDION SHUTTE SPAN SCHEDULE, a QZCm2 vM :LX TABLE 3 D ymnr� c1v / p�mz Z Z aZ 0 NN9 NNm N o-IVnT,. 9nT� Kin 02 Cm ZCmZ c Cnr2 G1mZm DDon? m aZ az 3 = . :r DpR^ DD O Xmi X Z i rrlrli •,r '�.+� THE SEAL Ca HARD 12/1912131 _ HARD CO S vo3= mnm��nm� L7ED0m a2mn DSmn ZXa nmmo nmmo ZCmZ .0a2 ZCmZ O m' SI r 6 , m I W nmzmnrzrmrl1 m0 mmo 0).z0) -Z mz mz EDGE EDGE 2m 2= GIST, 01ST. DO DO ,xa I X Nm pD yX pN aN pN C :�Oa r'�Na Nm yX yZ P; "!CN an 2n~ I X C 9 m - � Z v I N >C: DSr r Dcf °sZ NO NO v�D =m= p -I D MAX. SHUTTER LENGTH, SEE p p D m N Z -im X ACCORDION SHUTTER SP N -1m X m c v' SCHEDULE, TABLE 3 ' C v -I m =v=o 3'�0 p Z? ZS -Ny nm nv p£ IS DOCUMENT WAS AUTHORIZED BY JOHN W. KNEZEVICH, PE 0011961 ON CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED PRIATE AGENCY WILL FOLLOW. '�8 HR ALUq, ACCORDION SHUTTERS z.t _ u J Thornton•Tomasetti Group 770 N. And—, A-, Su(ISO • 5ft L3auder .k,R7 7710 1 TeL (951) 522-3690. i. 91/27L69I•CO Wcbul.Th9 Gmup.com A hi.4' ../A YCEC.ppb C.., rwc Copyright 0 2005 Thornton-Tomasctti Group, Inc. Prim In larm°li°n: P; \FLl\Prgjacls\KK599.00\Drawings\RI-cub\D5-578-Il.dwq MC°nlu 12/19/2005 12:2121pm 12/19/05 1205 m c Xr 9m _ m?mn pOp�A� 7P vnm= Zm u:m DaQ h r D -A ➢m J;la moo �n J mySTn yX ax nT yr``p''�\^lJ .v p90 -i LD Cy m•�np n2 •G� C EDGE DIST. W N /` m !^ a u[ ImcTm9� m tin y`5•'C= rD-Ta �m 00000 m m� ->i In my yX +: OViO>Z Z maDn m aZ ZZD Ego wmD a-cN r0Z7) Z fD1 S9y ^ _ '0 0 Or,mW TmXO Dm CN OmZ 1 DG7 rT n'I CM a l n r I D D :..na .ZyO3 s 0 m 0 ' < N _ rn y C m vi r E➢E m m m - p C TZ r N Oa ma Dm0 I aZn C 1 n �Tr ZOp Ox 00 9 C r • � i{ T Cc, ,l..m rti p<D 1. r DOC Zmy Dc7 rtmI r yc= Zm A py y TmA E: Sn ZZ� Z II n Dm< r iso 7S -1 D Z ti D. 720 C '1 a{.� O �N ,C.lo�� pr EHEIED. r In onm D DN �D n r. ©off >C= C= o D^a mZ N = 0 MAX. SHUTTER => £a i Dzi. LENGTH, SEE ZT nf°CIT ACCORDION SHUTTER cl T ..IDC O E o SPAN SCHEDULE, o D =gym rD= TABLE 3 ➢z yT p ST r z D=x-{•nZrrnOm rmD-1 rDL1DOmm SmZ FLORIDA BUILDING CODE, 2004 Di mpD �.Cj °lm w EmrCvy�mnp mmD ylnmSaOD .. rComnrDmDm minopZDZZpr Nma s � m Toznopn=oE Z'IDCDmm vD'1 D p D y2 mm mnDyam �aNmmr�Zc7 mvm_Im-ImZ> am -IO rm ?ymmm"I Dn ym ZpXmr2p mZy Zrnmv9 %� •- m c Xr 9m _ f J;la moo �n J v.o o o W N /` m !^ a u[ too m r L+•�O v^ 00000 o_ n bzi' c00000a mph oin r0Z7) Z fD1 S9y ^ �m D D 49 O y C m F r n E➢E m m m^DT nZD TZ r ma Dm0 I i n �Tr ZOp Ox 00 00111�p.O T Cc, ,l..m I. 1. r DOC -Im Dc7 rtmI r yc= Zm A py m Sn ZZ� Z 9 FLORIDA BUILDING CODE, 2004 Di mpD �.Cj °lm w EmrCvy�mnp mmD ylnmSaOD .. rComnrDmDm minopZDZZpr Nma s � m Toznopn=oE Z'IDCDmm vD'1 D p D y2 mm mnDyam �aNmmr�Zc7 mvm_Im-ImZ> am -IO rm ?ymmm"I Dn ym ZpXmr2p mZy Zrnmv9 %� THE SEAL AlPE{nRING ON THIS DOCUMENT WAS AUTHORIZED HY (OHN W. KNEZEVICH, PE 0041961 ON 12(19/2005. Tlf15 DOES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED HARD COPIES SO THE APPROPRIATE AGENCY WILL FOLLOW. D n n cb HR ALU ACCORDION SHUTTERS L ,Thornton•Tomasetti Group 730 N. Andre : d.le, FL 77701 522-769D All., Sulte ISD • fl. Uutler• fa. (951) 522-J 691 • COA 1 7519 -iE'i" Webrite: w«w,ThcTTGr°up.com a nl.fr %e�ac.c.r,P/r c.L, l.c Copyright D la FL I17d9 2005 Thlnn-Tom s°mu ttl Cp, Inc. 100 Wen F/eN.l d • Fun laxd.rdu� °rn� •- m c Xr 9m _ T mr - Tr -1 DZ -/ C1 ,y 22 o_ n bzi' mph �m z D ^ O y C m F r n E➢E m m m^DT nZD r ma Dm0 M2 Z -1 n mom D Cpm mm u; � T Cc, mi - O r DOC -Im Dc7 rtmI r yc= Zm A py m Sn N mm c D. 720 C '1 a{.� °J y r In onm D DN �D n o D^a mZ N £a i C T ..IDC D =gym z a mOp L > r D• Z m r � E m ti 0 D z y a n a _ s n X r� tl D ? cctl n< < ora^ m aZ "1m ZmNa I nom" ym Wm D = D 7C I i• 1=mF D \�• 5 m \\ = > ?Dm III Dro �a ao THE SEAL AlPE{nRING ON THIS DOCUMENT WAS AUTHORIZED HY (OHN W. KNEZEVICH, PE 0041961 ON 12(19/2005. Tlf15 DOES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED HARD COPIES SO THE APPROPRIATE AGENCY WILL FOLLOW. D n n cb HR ALU ACCORDION SHUTTERS L ,Thornton•Tomasetti Group 730 N. Andre : d.le, FL 77701 522-769D All., Sulte ISD • fl. Uutler• fa. (951) 522-J 691 • COA 1 7519 -iE'i" Webrite: w«w,ThcTTGr°up.com a nl.fr %e�ac.c.r,P/r c.L, l.c Copyright D la FL I17d9 2005 Thlnn-Tom s°mu ttl Cp, Inc. 100 Wen F/eN.l d • Fun laxd.rdu� °rn� Prinl In lvrmv!ivn: P: I I II N Z 0 m o=� Tyn D fl m n r' r>-, n 11 II I I 11 II I \I Y ra �s xzzi cr�z.'zzY L1 to M N C W o2 m.Cnoz -Im O v N % W N n nlnmD ruin oy z D ° O Z L v b a m =Z -I D=-0. D n m� O 2 v -Z T vl D rn i D A =O n a n n D O S Z�9 n O H Z n O oz y namoi ' z D ®m n v zt y z9 p ^ Z Z Z ® � D > �m T N O m� O m m z z m n,m = ° D z z C m TnN m = mm� a nzx a w D Om� cmN 09 C) C) m mZj F'J �n Z n m O >oc to m omN o r o m m D� p O m 2 D O O N D m Z ' o a N. I I N Z EXIST.STRUC. �VI o=� Tyn D fl m n r' r>-, n 11 II I I 11 II I \I Y ra �s xzzi cr�z.'zzY L1 to M N C W o2 m.Cnoz -Im O v N % W N n nlnmD ruin oy z D ° O N = -Im2 D n ➢ � y m =Z -I D=-0. K m n J T -Z n n D MO �_C r A =O n a n n D O S Z�9 n O H Z n O :, m OZ < m Z'I z D ®m p D i ~ p O m Z Z Z ® � D > O O O D m m z z m n,m = N _ FLORIDA -BUILDING CODE, 2D04 57B-I3.d.g MCantu -(• ix EXIST.STRUC. �VI )TN n r' r>-, n 11 II I I 11 II I \I Y ra �s xzzi cr�z.'zzY n M N C W o2 ozvm„q DOp9 PD _• 0 N % W N n nlnmD n��->is> a A ONQ r N = I � y m O rn � D � 9 12:23: 41pm 12/19 /05 12:08 -WOOD EXIST.STRUC. z ra �s xzzi cr�z.'zzY n M >rZo ozvm„q DOp9 PD _• 0 nlnmD n��->is> a A i D NmoN Z m n L y.O.o D n `g r ; x � z m n,m = N _ C m m b a a w v'I D W N W m M v o vn z N >t zm3 v 'rnln� In2<E ZED Omam N -Im>rn a� n mD> =I^OS= pmD2 nmZ mXmX m =PZZ prT, 4 pD ® DNn rDGIDm m3 Dm rnn DS= yNT� m )Cnti Oz } mN D om= r�im�m nm{m C>y.py zr>'Nm £- m N'2 V=D rmm' mho rZ^'Z D D y D 0 ZZ N onm tnmNrnD I/o+NJm-+1m Nmlpll �L1nn C mo D 2b CD Yn=n 12Dr� CZ'rN -'K Dlnmin y P2{n �gz -J -1 Z "L c, z Z01n mD°y nc = Z!aDa z Cmpz �r ~ Dein mSD£ =2m>a mn opt mn=n N rD>a :SDP�S D N 2N ;mNym mra oZr Z~Oy m y_ -z, YN Dn Z OriY DDo -cl N£�9 omm Tm.nm -( Inmmm -52 ox mz, o = yyr SNmny1 ODy mm vY >zmD z ylnmC !^3 of D DDc.D XD~Zryn Tic moD Doo Dy m mUDm Int n ?mm mo" NDm zmr z9mm D DfDA o m 2y :El Z 'z; 1 o' m, -,' Nim ra Tn r , S czi= ?�mT�°Iz zmE mmo n° -on °z >onD DD D zZo In Z o nmZ m Om CD o yu '171zD LTmO' Z zPT11 D D' 0 9T Ll D A7-zO ym DZ PEio y�D yn myoy a V,r1 Sal 2 = DT z.-ooo" "> NA pO9= Z yym To O n z� NTNm '( i =° zoD' y_ yD% n9.,• < EZZ DD —, T m DDm {Dam D'tm rz 'ImnDn DNIn rm al �T r=�T DDE mm m-ip£m 't zZZ InZ rn m 'ia >L1_� in°D m£ Zyr D Drm < o Cm N£=a `o N"t y9a z NOy Cyyy}y p ~ Nm nDZT m➢T z amx rDDA �n _ ^ mz, mD£j ym� oZ min o niani < v or 'y°z mFZ °T mma z vDy i1An NCD on D m ym n y o= IDYnm mpn zn 0000 y Z9= prD-7 m 31. Din'7�1 D D Dy zz, -D yz = m £m r=oN z"z OC mz"x,> Z m=y OG1 n C TD =r Wm <':I om nT3 -J D>a �D = N N Dr�Z 20 . om z' Oz z m 4 mm rm ozz yIn DDLZT m Dr m"rC m N m :9 ATN ZT Il Sb 'D BYIOHN W. KNEZEVICH PE 0041961 ON I .... SIGNATURE; ORIGINAL, SIGNED k SEALED revisions ' HR ALA. ACCORDION SHUTTERS Thornton•Tomasetti Group n o cT .J pi SOX 730 N. Andrews Arc., SFulte++ 470 au (954 • Ft. Lderd+le, FL 7519 j ` C ! �. �. �- Tel. (97Jj 527]690 • 722-i 691 • COA Y 7S 19 ,� G•� Nf/ri/ Webrile: www,The Group.c,m `4:Frr*Lnudn'CPPyrighl 005 Thvrntgn-TPmuttGroup, Inc.m - 1)2 406War