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1116-1118 Scheidel Ct (vault)PERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: Building Inspections: al rtificate of Occupancy Footing Slab Tie Beam Lintel Nailing / Sheathing Framing / Cover Up Insulation Final Building Tree Permit # .Electrical Permit # Temp, Pole Permit # Temp. Power Letter Received: Inspections: Mechanical Permit # Inspections: Plumbing Permit # Inspections Drainage Inspection: Rough Electric Temp. Power Temp. Pole Final Rough LL:L s ! 7 Z-0 Rough / Underslab Water / Sewer Pool Permit # Inspections: Steel Grounding Roofing Permit # Inspections: Nailing / Sheathing Fire Inspection: Failed Inspections: YES NO Type Work: Phone # Phone # Date Issued: 2/i//e_�' Date / Copy to JEA �P Date / Copy to I �j 23.0(p JEA YES ho J Released to JEA Released to JEA Released to JEA Released to JEA Final I Topout Final Final Final Final Date Paid: Date Paid: cACNEj A16 /-TA Q-5,. &13 Footing Slab Tie Beam Lintel Nailing / Sheathing Framing / Cover Up Insulation Final Building Tree Permit # .Electrical Permit # Temp, Pole Permit # Temp. Power Letter Received: Inspections: Mechanical Permit # Inspections: Plumbing Permit # Inspections Drainage Inspection: Rough Electric Temp. Power Temp. Pole Final Rough LL:L s ! 7 Z-0 Rough / Underslab Water / Sewer Pool Permit # Inspections: Steel Grounding Roofing Permit # Inspections: Nailing / Sheathing Fire Inspection: Failed Inspections: YES NO Type Work: Phone # Phone # Date Issued: 2/i//e_�' Date / Copy to JEA �P Date / Copy to I �j 23.0(p JEA YES ho J Released to JEA Released to JEA Released to JEA Released to JEA Final I Topout Final Final Final Final Date Paid: Date Paid: E FORM 60OA-2001 FLORIDA ENERGY EF FOR BUILDING COI Florida Department of Cor Residential Whole Building Pe Project Name: 1116scheidel Address: 1116 Scheidel Court City, State: Atlantic Beach, FL 32266 - Owner: Beaches Habitat Climate Zone: North I . New construction or existing New —12. G 2. Single family or multi -family Multi -family _ a. G 3. Number of units, if multi -family I _ 4. Number of Bedrooms 3 _ b. N. 5. Is this a worst case'? No _ 6. Conditioned floor area (ft') 1216 ft' c. N, 7. Glass area & type Single Pane Double Pane — a. Clear glass, default U -factor 0.0 ft, 124.0 ft2 — 13. H b. Default tint 0.0 ft, 0.0 ft, — a. El c. Labeled U or SHGC 0.0 ft- 0.0 ft- S. Floor types _ b. N. a. Slab -On -Grade Edge Insulation R=0.0, 82.0(p) ft _ b. Raised Wood, Post or Pier (Z =I f•b�Zo, 0 ft2 _ c. N. c. N/A >. Wall types _ 14. H a. Frame, Wood, Exterior R=1 1.0, 964.0 ft' _ a. El b. Frame, Wood, Adjacent R=1 1.0, 136.0 ft2 _ c. N/A _ b. N d. N/A e. N/A c. C 10. Ceiling types _ (F a. Under Attic R=10.0, 602.0 ft2 _ C b. N/A _ 15. H c. N/A (� II. Ducts _ F a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 25.0 ft _ P b. N/A n wICIENCY CODE ISTRUCTION munity Affairs formance Method A Builder: Beaches Habitat Permitting Office: Atlantic Beach Permit Number: Jurisdiction Number: systems Unit systems Heat Pump water systems tric Resistance iservation credits Z -Heat recovery, Solar W -Dedicated heat pump) AC credits Ceiling fan, CV -Cross ventilation, '-Whole house fan, '-Programmable Thermostat, ?-C-Multizone cooling, ?-H-Multizone heating) Glass/Floor Area: 0.10 Total as -built points: 7275 PASS Total base points: ;0556 I hereby certify that the plans and specificatipps covered ReV by this calculation are in compliance wit Energy Code. calx PREPARED BY: Ocea e -G e ones with Befc DATE: I hereby certify that this b ilding, as designe is in com compliance with the Florida nergy Co Flori OWNER/AGENT: BUI DATE: DA' v of the plans and - cations covered by this ition indicates compliance e Florida Energy Code. construction is completed Tiding will be inspected for ance with Section 553.908 t Statutes. DING OFFICIAL: EnergyGauge® (Version: FLPCPB v3.30) Cap: 21.9 kl3tu/hr SEER: 12.00 Cap: 25.0 kl3tu/hr _ HSPF:7.30 _ Cap: 40.0 gallons _ EF: 0.92 p�TBE S142Z iv � a FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1116 Scheidel Court, Atlantic Beach, FL, 32266 -'ill PERMIT #: BASE 1 III AS -BUILT GLASS TYPES 1.0 14.3 13.0 35.87 .18 X Conditioned X BSPM = Points 463.3 W Floor Area 14.3 13.0 Type/SC .18 1216.0 20.04 4386.4 Double, Clear 16.7 40.0 38.52 1.00 Double, Clear N 1.0 13.0 9.0 Double, Clear 1.00 172.0 N 1.0 Double, Clear 17.0 19.20 0.97 315.3 Double, Clear 1.0 4.0 6.0 38.52 Double, Clear 211.1 S 1.0 5.3 Double, Clear 35.87 0.92 429.2 S Double, Clear 5.3 13.0 35.87 0.92 As -Built Total: WALL TYPES Area X BSPM = Points Type Adjacent 136.0 0.70 95.2 Frame, Wood, Exterior Exterior 964.0 1.70 1638.8 Frame, Wood, Adjacent Base Total: 1100.0 1734.0 As -Built Total: DOOR TYPES Area X BSPM = Points Type Adjacent 0.0 0.00 0.0 Exterior Insulated Exterior 20.0 6.10 122.0 != Base Total: 20.0 122.0 As -Built Total: CEILING TYPES Area X BSPM = Points Type Under Attic 602.0 1.73 1041.5 Under Attic Base Total: 602.0 1041.5 As -Built Total: FLOOR TYPES Area X BSPM = Points j Type Stab 82.0(p)-37.0 . ...... _....... ...... . -3034.0 Slab -On -Grade Edge In Raised 20.0 -3.99 -79.8 Raised Wood, Post or F Base Total: -3113.8 As -Built Total: INFILTRATION Area X BSPM = Points 1216.0 10.21 12415.4 j Overhang Ornt Len Hgt Area X SPM X SOF =Points S 1.0 14.3 13.0 35.87 0.99 463.3 W 1.0 14.3 13.0 38.52 1.00 499.2 W 1.0 16.7 40.0 38.52 1.00 1536.7 N 1.0 13.0 9.0 19.20 1.00 172.0 N 1.0 5.3 17.0 19.20 0.97 315.3 W 1.0 4.0 6.0 38.52 0.91 211.1 S 1.0 5.3 13.0 35.87 0.92 429.2 S 1.0 5.3 13.0 35.87 0.92 429.2 124.0 4056.0 R -Value Area X SPM = Points 11.0 964.0 1.70 1638.8 11.0 136.0 0.70 95.2 1100.0 1734.0 Area X SPM = Points 20.0 4.10 82.0 20.0 82.0 R -Value Area X SPM X SCM = Points 30.0 602.0 1.73 X 1.00 1041.5 602.0 1041.5 R -Value Area X SPM = Points on 0.0 82.0(p) -41.20 -3378.4 19.0 _ 20.0 0.77 15.3 102.0 -3363.1 Area X SPM = Points 1216.0 10.21 12415.4 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 gLRCPB v3.30 FORM 60OA-2001 SUMMER CALC ''� LATIONS Residential Whole Building Perfor ance Method A - Details I ADDRESS: 1116 Scheidel Court, Atlantic Beach, FL, 32266- n PERMIT #: I BASE AS -BUILT Summer Base Points: 16585.4 Summer As -Bu ilt Points: 15965.8 Total Summer X System = Cooling Total X C X Duct X System X Credit = Cooling Points Multiplier Points Component Ral i o Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 15965.8 1.000 (1.090 x 1.147 x 0.86) 0.284 1.000 4907.9 16585.4 0.4266 7075.3 15965.8 1.0 0 1.081 0.284 1.000 4907.9 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES2001 Fl-RCPB v3.30 FORM 60OA-2001 WINTER CALC Residential Whole Building Perfo ATIONS ance Method A - Details ADDRESS: 1116 Scheidel Court, Atlantic Beach, FL, 32266- �i PERMIT #: EnergyGauge& DCA Form 60OA-2001 �I EnergyGauge®/FlaRES'2001 LRCPB v3.30 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points 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 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 N 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 S 1.0 5.3 13.0 13.30 1.04 180.5 Double, Clear S 1.0 5.3 13.0 13.30 1.04 180.5 As -Built Total: 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 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 1 Exterior Insulated 20.0 8.40 168.0 Exterior 1 20.0 12.30 246.0 Base Total: 20.0 246.0 I 1 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 a Base Total: 602.0 1234.1 As -Built Total: 602.0 1234.1 FLOOR TYPES Area X BWPM = Points ' Type R -Value Area X WPM = Points Slab 82.0(p) 8.9 729.8 Slab -On -Grade Edge In ulation 0.0 82.0(p) 18.80 1541.6 Raised 20.0 0.96 19.2 Raised Wood, Post or P r er 19.0 20.0 0.88 17.5 Base Totai: 749.0 h As -Built Total: 102.0 1559.1 INFILTRATION Area X BWPM = Points Area X WPM = Points 1216.0 -0.59 -717.4 1216.0 -0.59 -717.4 EnergyGauge& DCA Form 60OA-2001 �I EnergyGauge®/FlaRES'2001 LRCPB v3.30 FORM 60OA-2001 WINTER CALCI Residential Whole Building Perfo LATIONS ance Method A - Details ADDRESS: 1116 Scheidel Court, Atlantic Beach, FL, 32266- � PERMIT #: I BASE AS -BUILT Winter Base Points: 8356.6 Winter As -Buil Points: 8699.6 Total Winter X System = Heating Total X C p X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 8699.6 1.000 (1.069 x 1.169 x 0.88) 0.467 1.000 4486.7 8356.6 0.6274 5242.9 8699.6 1.00 1.104 0.467 1.000 4486.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 �RCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Perfor „ ance Method A - Details I ADDRESS: 1116 Scheidel Couit, Atlantic Beach, FL, 32266- 'J PERMIT #: BASE CODE COMPLIAN E AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Nu ber of X Tank X Multiplier X Credit = Total Bedrooms + Heating + Hot Water = Total Points Points Points Volume Be rooms 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®/FlaRES'2001 CODE COMPLIAN E STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points -= Total Points Cooling Poi its + Heating + Hot Water = Total Points Points Points 7075 5243 8238 20556 1 4928 4487 7880 17275 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FORM 60OA-2001 Code Compliancy Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1116 Scheidel Court, Atlantic Beach, FL, 32266-,h1 PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKL COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window rea; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or eal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill pl e; joints between exterior wall panels at corners; utility Swimming Pools & Spas penetrations; between wall pan Is & top/bottom plates; between walls and floor. covers (except solar heated). Non-commercial pools EXCEPTION: Frame walls whe e a continuous infiltration barrier is installed that extends must have a pump timer. Gas from, and is sealed to, the founl ation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. Shower heads EXCEPTION: Frame floors wh re a continuous infiltration barrier is installed that is sealed no more than 2.5 gallons per minute at 80 PSIG. to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; pene rations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sea ad to continuous air barrier; gaps in gyp board & top plate; attic access. E=XCEPTION: Frame ceilings where a continuous infiltration barrier is -6 min. insulation. installed that is sealed at the p rimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrati, ns, sealed; or Type IC or non -IC rated, installed inside a 604.1, 602.1 sealed box with 1/2" clearance 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Common ceiling & floors R-11. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor' cavity between floors. Additional Infiltration reqts E;06.1.ABC.1.3 Exhaust fans vented to outdoo , dampers; combustion space heaters comply with NFPA, have combustion air. i 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or e.*eeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requireO ants in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must hav' covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical a uipment and plenum chambers shall be mechanically attached, sealed, insulated, an installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: -6 min. insulation. HVAC C-)nlro!s 607.1 Separate readily accessible m 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-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 F,I_RCPB v3.30 ENERGY PERFORIVIA�CE LEVEL (EPL) DISPLAY ARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.9 The higher the score, the more a ficient the home. Beaches Habitat, 1116 Scheidel Court, 4tlantic Beach, FL, 32266- I. Ne\4 construction or existing New Single family or multi -family Multi -family _ 3. Number of units, if multi -family I _ 4. Number of Bedrooms 3 5. Is this a worst case? No _ t,. Conditioned floor area (ft2) 1216 ft2 ?. Glass area &E type Single Pane Double Pane - a. Clear - single pane 0.0 ft2 124.0 ft2 - b. Clear - double pane 0.O ft2 0.0 ft, - c. Tint/other SHGC - single pane 0.0 ft, 0.() ft2 - d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 82.0(p) ft _ b. Raised Wood, Post or Pier R=19.0, 20.0ftz c. N/A 9. Wall types a. Frame, Wood, Exterior R=1 L0, 964.0 ft2 _ b. Frame, Wood, Adjacent R=11.0, 136.0 W _ c. N/A cf. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 602.0 ft' _ b. N/A _ c. N/A I1. Ducts _ a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 25.0 ft _ b. N/A 12. Coling systems a. C ntral Unit b. M A c. N A 13.H ating systems a. El, ctric Heat Pump b. MA c. N A 14.H t water systems a.Ell ctric Resistance b. NI'A c. Cnservation credits ( R -Heat recovery, Solar HP -Dedicated heat pump) 15. H AC credits (C F -Ceiling fan, CV -Cross ventilation, F -Whole house fan, P -Programmable Thermostat, Z -C -Multizone cooling, Z -H -Multizone heating) I certify that this home has complied with the Florida Energy Efficiency C ode For Building Construction through the above energy saving features which will be inst led (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card Ivill be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Cap: 21.9 kBtu/hr _ SEER: 12.00 Cap: 25.0 kBtu/hr _ HSPF:7.30 _ Cap: 40.0 gallons _ EF: 0.92 THE S744 ;..�0 Cp i ji'll d m WE'1'��yS *NOTE: The home's estimated energy performance score is only availabl' through the FLA/RES computer program. Thi.N is not a Building Enemy Rating. If your score is 80 or greater (or 8 for a US EPA/DOE EnergyStarT'designation), your home nun' yualifi2.for energy efficiency mortgage ('EEM) incentives iFyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy G uge web site at wwwfsec. ucf edu for information and a list of certified Raters. For information about Florida'j Energy Efficiency Code For Building Curr,clructiun, �� contact the° Department of Community Affairk 89 PIMNprsion: Fl_ CPB v3.30) 1116 Scheid H VA C Load Cali for Beaches Hal P. O. Box 50 Jacksonville Beach, ?l Ct. ulations 32240 i� AC LQAos 'Prepa d By: ones Ocean State HeaBeac ing n c 1476tla tic Blvd.Neptune ' , FL 32266 (904) 24 -8251 Monday, J)dly 18, 2005 itioning Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, FL 32266-1798 Project Report General Project Information Project Filename: Project Title: Designed By: Project Date: Client Name: Client Address: Client City: Client Phone: Company Name: Company Representative: Company Address: Company City: Company Phone: Company Fax: Company Comment: Design Data Reference City: Daily Temperature Range: C:\Elite\Rhvacw\Projects\Beaches Hat 1116 Scheidel Ct. Ocean State Heating & Air Conditionin Monday, July 18, 2005 Beaches Habitat P. O. Box 50939 Jacksonville Beach, FL 32240 241-1222 Ocean State Heating and Air Conditior Glenn Jones 1476 Atlantic Blvd. Neptune Beach, FL 32266 (904) 249-8251 (904) 249-8949 Latitude: 30 Elevation: 26 Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Dry Bulb Wet Bulb Winter: 32 0 Summer: 94 77 Check Figures Total Building Supply CFM: Square ft. of Room Area: Building Loads Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: Jacksonville, Medium Degrees ft. Indoor Rel.Hum 0 50 728 (4.5 AC/hr) 1,216 21,139 Btuh 16,004 Btuh 3,036 Btuh 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. 1116scheidel.rhv a Indoor Dry Bulb 72 75 Grains Difference 0 48 FM Per Square ft.: quare ft. Per Ton: Elite Software Development, Inc. 1116 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) <:-�Frta\Rhvarw\PrniPcts\RParhPs Habitat\1 1 16scheidel.rhv Monday, July 18, 2005, 2:58 PM Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, FL 32266-1798 Load Preview Report •\CH+o\Phi/mr%AAPrninrtc\Raarhac Hahitnt\111Rscheidel.rhv Elite Software Development, Inc. 1116 Scheidel Ct. Page 3 Adj Sys Duct CFM CFM Size 728 728 Sens Lat Net Sens Win Sum Scope Area Gain Gain Gain 2-5 oss CFM CFM Building: 1.59 Net Tons, 1.73 Recommended Tons, 702 ft.2/Ton, 12 1.14 MBH Heating 40 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 21,139 275 728 Zone 1 1,216 16,004 3,036 19,040 21I�,139 275 728 1 -Great Rm. 370 3,010 676 3,686 E,040 79 137 2 -Powder 36 169 0 169 683 9 8 3 -Dining 98 3,038 588 3,626 E,274 69 138 4 -Kitchen 110 2,669 132 2,801 1,472 19 121 5 -Owner's 154 1,715 710 2,425 4,137 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 0 126 118 2 6 9 -Laundry 36 1,608 0 1,608 247 3 73 10 -Bed 2 130 1,423 421 1,844 1173 28 65 11 -Bed 3 115 1,109 421 1,530 1,619 21 50 •\CH+o\Phi/mr%AAPrninrtc\Raarhac Hahitnt\111Rscheidel.rhv Elite Software Development, Inc. 1116 Scheidel Ct. Page 3 Adj Sys Duct CFM CFM Size 728 Monday, July 18, 2005, 2:58 PM 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 Monday, July 18, 2005, 2:58 PM Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, FL 32266-1798 Total Building► 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 + 112" 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 Subtota;s 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. r•\Flito\F�hvarini\Prniartc\Raanhas Hahitat\111Fscheidel.rhv Elite Software Development, Inc. 1116 Scheidel Ct. Page 4 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 ;FM Per Square ft.: >auare 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. Monday, July 18, 2005, 2:58 PM 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 System 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 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. r. F� to\Rnvar�N\Prniarts\RPar hPs Habitat\1 1 16scheidel.rhv Elite Software Development, Inc. 1116 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 I 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) ry. Monday, July 18, 2005, 2:58 PM Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, FL 32266-1798 System I Room Load Summary r,•\Flita\Rhvarw\PrniartS\RParhPs Hahitat\1 1 16scheidel.rhv 0 5 1 Elite Software Development, Inc. 1116 Scheidel Ct. Page 6 Clg Clg Htg Htg Run Room Area Sens Nom Duct No Name SF Btuh CFM Size ---Zone 1--- CFM CFM 3,010 676 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 21,139 275 421 System 1 Main Trunk Size: 1.16 16 in. 16,004 Velocity: 728 522 ft./min 728 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 77%/23% r,•\Flita\Rhvarw\PrniartS\RParhPs Hahitat\1 1 16scheidel.rhv 0 5 1 Elite Software Development, Inc. 1116 Scheidel Ct. Page 6 Clg Clg Clg Zone Clg Air Sens Lat Nom Adj Adj Sys Btuh Btuh CFM Fact CFM CFM 3,010 676 137 1.00 137 137 169 0 8 1.00 8 8 3,038 588 138 1.25 173 138 2,669 132 121 1.00 121 121 1,715 710 78 1.00 78 78 266 0 12 1.00 12 12 871 88 40 1.00 40 40 126 0 6 1.00 6 6 1,608 0 73 1.00 73 73 1,423 421 65 1.17 76 65 1,109 421 50 1.16 59 50 16,004 3,036 728 782 728 Sensible Latent Total Btuh Btuh Btuh 16,004 3,036 19,040 16,004 4,780 20,784 Mondav, July 18, 2005, 2:58 PM GJ v )-0-0 GJO G O O 6d(% (� O O O O BEARING HEIGHT SCHEDULE 177 a� ..y C:�v id Lr CJ w ;3 A cry G � w �J 0j Ld 0 . a Q to •i: Ci „d q •=� .fl � b � O o OTES: v T.S�EFER TO HIB q1 (RECOMMENDATION5 FOR ...� ANDLIN6 INSTALLATION AND TEMPORARY BRACIN .3 EF' R TO ENGINEERED PRAWIN65 FOR PERMANENT RACING REQUIRED, 2.) ALL TRU55E5 (INCLUDING TRU55E5 UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE BRACIN6 REQUIREMENT5. 3.) ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. 4.) ALL TRU55E5 ARE DE5I6NEO FOR T o.c. MAXIMUM 5PACING, UNLE55 OTHERW15E NOTED, 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CON51DERED TO BE LOAD BEARING. UNLE55 OTHERW15E NOTED. 6.) 5Y42 TRU55E5 MUST BE INSTALLED WITH THE TOP BEING UP. 7.) ALL ROOF TRU55 HAN6ER5 TO BE 51MP50N HU526 UNLE55 OTHERW15E NOTED. ALL FLOOR TRU55 HAN6ER5 TO BE 51MP5ON THA422 UNLE55 OTHERW15E NOTED. 8.) BEAMIHEADER/LINTEL (HDR) TO BE FURNI5HED BY BUILDER. 046uliders . FirstSource Bunnell PHONE: 366-437-334q FAX: 366-437-3gg4 Jacksonville PHONE: c104-772-6100 FAX: qO4-772-lg73 Lake City PHONE: 386-755-63g4 FAX: 336-755-7873 Sanford PHONE: 407-322-005q FAX: 407-322-5553 HABITAT DEACHE5 LE6AL ADOIE55: LOT 1116-1118 5CHEIDEL CT. 2 STORY DUPLEX 06/17/05 1 JDH 1 J118865 cjo1 (I-- 111 GEARING HEIGHT SCHEDULE 171711 to w �� t G a y • a a 5 ^' , o 44 u r o U '! 7% A ��o .,, y rT 1r + CAb N QyREW 74(iN10.9i(RE®IdMENDATIM FOR th HAMILING IN��ALLPKiCIN AND ORARY 5RACIN `ARE rX TiE WE? RAWING R PERMANENT DR. N6�{]JEQUUD. co 1:4 .) ALL TRU 55c5 (INCLUDING TRU55E5 UNDER VALLEY FRAMING) MUST DE COMPLETELY DECKED OR REFER TO DETAIL Y105 FOR ALTERNATE BRACING REQUIREMENTS, 3.) ALL VALLEYS ARE TO GE CONVENTIONALLY FRAMED DY GUILDER. 4.) ALL TRU55E5 ARE DESIGNED FOR 2' o.G. MAXIMUM SPACING, UNLE55 OTHERWISE NOTED, 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CON51PERED TO GE LOAD GEARING, UNLE55 OTHERWI5E NOTED.. 6.) 5Y42 TRU55E5 MUST GE INSTALLED WITH THE TOP BEING UP. 7,) ALL ROOF TRU55 HANGERS TO GE 51MP50N HU526 UNLE55 OTHERWISE NOTED. ALL FLOOR TRU55 HANGERS TO GE 51MP50N THA422 UNLE55 OTHERWISE NOTED. 6) BEAM/HEADER/LINTEL (HDR) TO GE FURNI5HED DY GUILDER. �BUIlders .FirstSource Bunnell PHONE: 386-437-33411 FAX: 336-437-311114 Jacksonville PHONE q04-772-6100 FAX: 1104-772-11173 Lake City PHONE: 366-755-6894 FAX: 386-755-7873 Sanford PHONE: 407-322-00511 FAX: 407-322-5553 HABITAT BEACHES E&AL ADDFE55: LOT 1116-1118 15CHEIDEL CT. OPEL: REYISION: 2 STORY DUPLEX NT UE: DRAIN DY: JO6 Y: 06/17/05 1 JDH J118865 b 40-0- EE 1q-1 -0 1q-10-0 TO - -- T02 T03 T04 T05 ro,,l T04 T05 T02 01A T08 =IM I[I]MIfI,' 20-0-0 40-0-0 z 0 7 T0, To - T( TC T( TC GJ01 0 J05 0 v �- o� N � TO - -- T02 T03 T04 T05 ro,,l T04 T05 T02 01A T08 =IM I[I]MIfI,' 20-0-0 40-0-0 z 0 7 T0, To - T( TC T( TC I, 1q-10-0 , , 1q-10-0 0 0 0 J01 0 J03 o � T02 N � T03 T04 T05 T05 o T04 703 N � TO 1A T05 Flo o T � 3 1 r 0 0 0 0 =IN M - R07 10-0-0 20-0-0 40-0-0 /TO` T02 T03 T04 TO`_ TO, TOz+ TO TOL T TOe I Buiklm._7 FirstSource Project Information for: A 18865 Builder: Beaches Habitat Address: 1116 & 1118 Scheidel Ct. Atlantic Beach, FL County: Duval Truss Count: 16 Design Program: MiTek 20/20 5.2 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 r itions. Je q, 005 Building Code:FBC2001 Engineer of Record: Lawrence A. Paine, PE Florida P.E� License No. 21475 Address: 6550 Roosevelt Blvd. Jacksonville, FAIL 32244 Truss Design Engineer: Lawrence A. Paine, PE Florida F.E. License No. 21475 Company: Builders FirstSource - Florida, LL Address: 6550 Roosevelt Blvd. Jacksonvill , FL 32244 Notes: 1. Determination as to the suitability of these truss components for 1 designer/engineer of record, as defined in ANSI/TPI 1-1995 Sect 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 J1277184 10/22/04 2 CJ03 J1277185 10/22/04 3 CJ05 J1277186 10/22/04 4 EJ05 J1277187 10/22/04 5 EJ07 J1277188 10/22/04 6 HJ05 J1277189 10/22/04 7 HJ09 J1277190 10/22/04 8 T01 J1277191 10/22/04 9 Tp0p211 A J 127771 10122/04 111 T03 1277194 g92 10/22%04 12 T04 J1277195 10/22/04 13 T05 J1277196 10/22/04 14 T06 J1277197 10/22/04 15 T07 J 1277198 10/22/04 16 T08 J 1 77199 10/22/04 structure is the responsibility of the building 2.2 lust match the seal date on this index sheet. with the truss placement plan numbered J118865 /2005. Loads applied by non -truss elements ipproved by the Engineer of Record/Building Designer. as stated in Chapter 2 of ANSI/TPI 1-1995. Ej Thre an 63 Job Truss Truss Type Qty Ply J1274157 F01 FLOOR 19 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Fri Oct 15 14:06:32 2004 Page 1 0 IrBB 1-3-0 1-6-8 0-48 Scale = 1:33.7 4x6= 4x6 = 1x3 = 1x3 jIIx3 11 1x3 = 1 2 3 4 5 11 7 8 9 10 1 22 4 q 19 18 17 16 h5 14 13 12 4x6 = I!JI' 4x6 = i 9-M 10-9-8 19-9-8 19-9-8 Plate Offsets X Y : 1:Ed a 0-1-8 10:0-1-8 Ede 15:0-1-8, Ede 16:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Ve (LL) -0.34 15-16 >681 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.99 Vee (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 FBC20011ANSI95 (Matrix) Weight: 102 lb LUMBER BCING TOP CHORD 4 X 2 SYP No.2D TCHORD 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 ill REACTIONS (Ib/size) 20=1069/0-3-8,11=1069/0-3-8 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/Q, 2-3=-2741/0, 3-4=-3784/0,4-5=-431410, 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, 11!4-15=0/4150,13-14=0/3391,12-13=012066, 11-12=0/55 WEBS 10-12=0/1415, 1-19=0/1415,9-12=-1349/0,2-19=-1349/0,9-13=0/94u, "iA =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=0/2 3, 5-16=-131/0, 6-15=-131/0 JOINT STRESS INDEX 1=0.71,2=0.95,3=0.55,4=0.34,5=0.57,6=0.57,7=0.34,8=0.55,9=0.95,1(=0.71,11=0.71,12=0.77,13=0.95,14=0.55,15=0.38,16=0.38,17=0.55,1 =0.95,19=0.77,20=0.71,21=0.00,21=0.57,22=0.00 and 22=0.57 NOTES 1) All plates are 3x4 M1120 unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss';' ith 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 FirstSotuce - Florida, LLC 6550 Roosevelt Blvd. Jacksonville FL 32244 October 22,2004 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE is design is based only upon the parameters shown for an individual building component that is installed and loaded ve PAGE MII-7473 BEFORE USE j ically and fabricated with MiTek connectors. BuMen plicability of design parameters and proper incorporation of component into the overall building structure, including all t mporary and permanent bracing, is the ,ponsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general gu ante regarding storage, delivery, erection J bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss )0 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 ouncil of America, 1 WTCA Center,V ` I( I 11,,,j+ K] A This Applicability resp 9 9 and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood 6300 Enterprise Lane, Madison, W1 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Job Truss Truss Type qty ply J1274159 F04 FLOOR 4 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Fri Oct 15 14:06:33 2004 Page 1 OST 1_ 3-0 1-5-12 0-11-0 , 0� Scale = 1:19.3 WARNING: This truss has not been designed to support 9 PP concentrated loads on the cantilevered end. 1x3 = 1x3 11 3x6 = 1 2 3 4 5 6 7 1x3 = 1 17 q 14 13 1,2 11 10 8 1x3 II 3x6 = 4-0-0 5-8-12 10-6-4 11-5-0 11-5-0 Plate Offsets X,Y : 4:0-1-8 Ed e , 7:0-1-8,Ed a 13:0-1-8,Ed e LOADING sf SPACING ACING (P ) 2-0-0 CSI DE L in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Ve (LL) -0.05 12 >999 360 M1120 249/190 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 BO CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing: 9-10,8-9. REACTIONS I = — - (b/size) 15 563/0-3-8, 9-653/0-3 8 i Max Grav 1 5=565(load case 2), 9=653(load case 1) 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,li3-4=-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, 9-1C�'�-16/21, 8-9=-0/O WEBS 6-9=-641/0, 1-14=0/659,2-14=-639/0,2-13=0/315,3-13=-138/0, 6-10=0/610, 5-10=-652/0,5-11=0/261, 4-11=-185/0, 4-12=-60/0, 7-9=-31/41 JOINT STRESS INDEX 1=0.60,2=0.32,3=0.14,4=0.11,5=0.33,6=0.68,7=0.06,8=0.00,9=0.21,10!1=0.69,11=0.26,12=0.06,13=0.29,14=0.67,15=0.37,16=0.00,16=0.00,17 =0.00 and 17=0.00 NOTES 1) Unbalanced floor live loads have been considered for this design. 2 All plates are 3x4 M1120 unless otherwise indicated. Gated. ,I 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss v ith 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 Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSour�ce - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 Warning • Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE IIAGE MII-7473 BEFORE USE design is based only upon the parameters shown for an individual building component that is installed and loaded all van to ally and fabricated with MiTek connectors. I� 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 t as referenced by the building code. For gen rrussClincil of America,l WTCA Center, FirstSource Builders guid nce regarding storage, delivery. erection A This Applicability resp 9 9 and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood 6300 Enterprise Lane, Madison, W1 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Job Truss Truss Type qty ply J1274159 F04 FLOOR 4 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Fri Oct 15 14:06:33 2004 Page 1 OST 1_ 3-0 1-5-12 0-11-0 , 0� Scale = 1:19.3 WARNING: This truss has not been designed to support 9 PP concentrated loads on the cantilevered end. 1x3 = 1x3 11 3x6 = 1 2 3 4 5 6 7 1x3 = 1 17 q 14 13 1,2 11 10 8 1x3 II 3x6 = 4-0-0 5-8-12 10-6-4 11-5-0 11-5-0 Plate Offsets X,Y : 4:0-1-8 Ed e , 7:0-1-8,Ed a 13:0-1-8,Ed e LOADING sf SPACING ACING (P ) 2-0-0 CSI DE L in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Ve (LL) -0.05 12 >999 360 M1120 249/190 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 BO CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing: 9-10,8-9. REACTIONS I = — - (b/size) 15 563/0-3-8, 9-653/0-3 8 i Max Grav 1 5=565(load case 2), 9=653(load case 1) 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,li3-4=-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, 9-1C�'�-16/21, 8-9=-0/O WEBS 6-9=-641/0, 1-14=0/659,2-14=-639/0,2-13=0/315,3-13=-138/0, 6-10=0/610, 5-10=-652/0,5-11=0/261, 4-11=-185/0, 4-12=-60/0, 7-9=-31/41 JOINT STRESS INDEX 1=0.60,2=0.32,3=0.14,4=0.11,5=0.33,6=0.68,7=0.06,8=0.00,9=0.21,10!1=0.69,11=0.26,12=0.06,13=0.29,14=0.67,15=0.37,16=0.00,16=0.00,17 =0.00 and 17=0.00 NOTES 1) Unbalanced floor live loads have been considered for this design. 2 All plates are 3x4 M1120 unless otherwise indicated. Gated. ,I 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss v ith 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 Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSour�ce - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 Warning • Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE IIAGE MII-7473 BEFORE USE design is based only upon the parameters shown for an individual building component that is installed and loaded all van to ally and fabricated with MiTek connectors. I� 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 t as referenced by the building code. For gen rrussClincil of America,l WTCA Center, FirstSource fJob Truss Truss Type Qty ply J1274161 F06 FLOOR 2 1 L Job Reference o tional Builders First Source, Jacksonville ,Florida 322441--- � _ 5.20-0 s Oct 21 2003 MiTek Industries, Inc. Wed Oct 20 14: :53 2004 Page 1 1 3x6 = 2 1x3 11 ''i1 3 1.3 II 9 4 0-3-0 1-3-0 1-4-0 �0-3_0 S le: .5"=1' 4 T1V 3x4 = 3x4 = 8 Simpson THA422 7 s Iii 1 30 1-6-0 3-1-0 4-7.0 4-7-0 Plate Offsets X,Y : 6:0-1 8 Ed e , :0-1-8,Ed e , 8:Ed a 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DE L in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.87 Ve (LL) -0.01 7 >999 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.27 Ve TL) -0.02 7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.41 Ho (TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight: 28 lb LUMBER BCING TOP CHORD 4 X 2 SYP No.1D 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 REACTIONS (Ib/size) 8=770/Mechanical, 5=1023/0-3-8 ,III FOR CESIb Maximum Compression/Maximum Tension d ( ) - TOP CHORD 1-8=-748/0, 4-5=-1026/0, 1-2=-782/0, 2-3=-782/0, 3-9=-782/0, 4-9=-782/0 1'1 BOT CHORD 7-8=-0/0, 6-7=0/782, 5-6=0/0i WEBS 1-7=0/1022, 2-7=-683/0, 4-6=0/1022, 3-6=-608/0 JOINT STRESS INDEX 1=0.94,2=0.73,3=0.73,4=0.94,5=0.36,6=0.96,7=0.96 and 8=0.36 NOTES S 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss s ' ith 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) r back (B). LOAD CASE(S) 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Vert: 2=-658(F) 9=-658(F) Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders Firs tSource -Flo LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 Ia Warning •Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE �— This design is based only upon the parameters shown for an individual building component that g installed and loaded verti"ally Applicability of design parameters and proper incorporation of component into the overall building structure, including all to responsibility of building designer and / or contractor per ANSI /TPI 1 as referenced by the building code. For GE MII.7473 BEFORE USE r and fabricated with MiTek connectors. Bu,11111111,11.1� rary and permanent bracing, is theOFirstSotirrx-a- general guid and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss C 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofdo Drive, Madison, At 53719 rice regarding storage, delivery, erection mcil of America, 1 WTCA Center, Job TrussTruss Type Qty Ply J1274163 TJobb F08 FLOOR 2 ence (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 212003 MiTek Industries, Inc. Fri Oct 15 14:06:34 2004 Page 1 0 1r',8 1 3 0 ---i �_ 1-7-0 � 1-1 Scale = 1:16.3 10 = 1x3 II 10 II 3x6 = 1 2 3 4 5 6 13 0 11 10 9 8 7 ill Simpson THA422 4-0-0 5-10-0 _ � 10-0 9-10-0 Plate Offsets (X,Y): 9:0-1-8,Ed e , 10:0-1-8,Ed e I LOADING (pst SPACING 2-0-0 CSI DE L in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Ver! LL) -0.02 10 >999 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.23 Verb 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/ANS195 (Matrix) I Weight: 53 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.213 TOO CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOf CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONSIb/size 12=521/0-3-8,7=527/Mechanical ( ) FORCES (lb) - Maximum Compression/Maximum Tension 11 TOP - =_ =_ - CHORD 12-13--517/0, 1-13 516/0 6 7 52210 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 ii 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 it 1=0.55,2=0.28,3=0.12,4=0.12,5=0.29,6=0.56,7=0.18,8=0.64,9=0.18,10',0.18,11=0.61,12=0.34,13=0.00 and 13=0.00 NOTES 1) All plates are 3x4 M1120 unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss vfith 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 TrussDes' Engineer: Design nguue Lawrence A. Paine PE Florida PE No. 21475 Builders FirstSource - Florik LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 ,I October 22,2004 WarningVerify - rllY design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE F This design is based only upon the parameters shown for an individual building component that is installed loaded GE MII-7473 BEFORE USE and van!(ally Applicability of design parameters and proper incorporation of component into the overall building structure, including all to and fabricated with MiTek connectors. orary and permanent bracing, is the Bullml responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guide and bracing, consult or Handling Installing and Bracing Recommendation available from the Wood Truss Co ice regarding storage, delivery, erection ncil America, 1 WTCA , Madison, , W15 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 of Center, 'Source Job TrussTruss Type QtyJP, J12741 F09 FLOOR ? � First Source, LOAD CASE(S) Concentrated Loads (lb) Vert: 1=-598(F) 2=-274 15=-527(F) 2) 1st unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-12=-10, 1-3=-210(F=-110), 3-6=-20 Concentrated Loads (lb) Vert: 1=-598(F) 2=-548(F=-274) 15=-144(F) 3) 2nd unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-12=-10, 1-3=-130(F=-110), 3-6=-100 Concentrated Loads (lb) Vert: 1=-163(F) 2= -349(F= -274)15=-527(F) s Oct 21 2003 MiTek Inc. Wed Oct 20 Page 2 Warning -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE I AGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertially and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all ton porary and permanent bracing, is the � Bu � responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidnce regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Ccincil of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 �ur !ADD Truss Truss Type — Qty Ply J1274165 F10 FLOOR 8 1 L Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 212003 MiTek Industries, Inc. Wed Oct 20 16:20:15 2004 Page 2 LOAD CASE(S) 2) 1 st unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-10, 1-2=-100, 2-5=-20 Concentrated Loads (lb) Vert: 1=-347(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 (Ib) Vert: 1=-95(F) jk Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE AGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that g installed and loaded vent Ily and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all ter porary and permanent bracing, is the ' responsibility of building designer and / or contractor per ANSI /TPI 1 as referenced ti the building code. For generals C nce regarding storage, delivery, erection and bracing, consult , Madison, or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss C until of America, 1 WTCA Center, j 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Fi rStOlaiCy+� ( e Job Truss Truss Type Qty Ply F11 FLOOR 2 1 Job Reference (optional) o.2uu s vct 21 2003 MITek Industries, Inc. Wed Oct 20 16:21:15 2004 Page 2 LOAD CASE(S) Uniform Loads (plf) Vert: 7-12=-10, 1-6=-210 Concentrated Loads (lb) Vert: 1=-598(F) 2=-274 15=-282(F) 16=-347(F) 2) 1st unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-12=-10, 1-3=-210, 3-6=-130 Concentrated Loads (lb) Vert: 1=-598(F) 2=-274 15=-77(F) 16=-95(F) 3) 2nd unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-12=-10, 1-3=-130, 3-6=-210 Concentrated Loads (lb) Vert: 1=-163(F) 2=-274 15=-282(F) 16=-347(F) Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE F AGE Mil -7473 BEFORE USE j This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all ten porary and permanent bracing, is the responsibility of building designer and i or contractor per ANSI I TPI 1 as referenced by the building code. For general guidi nee regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Cncil of America, 1 WTCA Center, Bu 6300 Enterprise Lane, Madison, W1 53719 or the Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719 } � V Job Truss Truss Type Qty Ply T100 FLAT 2 Builders First Source, Jacksonville ,Florida 32244 Job Reference o tional 5.200 s Oct 21 2003 MiTek Industries, Inc. Wed Oct 20 16:26:22 2004 Page 1 i 3-4-12 6-7-12 9-10-12 _ 13-1-12 164-12 19-9-8 3-4-12 3-3-0 3-3-0 3-3-0 3-3-0 3-4-12 Scale = 1:34.3 111 5x6 = 4x6 = 4x6 = 2x4 II 4x6 = 4x6 = 5x6 = 1 2 3 4 15 5 6 7 13 12 11 10 9 3x6 II 5x6 = 5x6 = 5x8 = 5x6 = 5x6 = 3x6 II 3.4-12 6-7-12 9-10-12 13-1-12 16-4-12 3-4-12 3-3-0 3-3-0 3-3-0 3-3-0 34-12 Plate Offsets X Y : 1:0-3-0,0-2 4 , 2:0-3-0 0-1-12 6:0-3-0,0-1-12 , 7:0-3-0,0-2 4 ,[9:0-3;0„0-2-4], 13:0-3-0,0-2 4 LOADING (psf) SPACING 2-0-0 CSI DEOL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 VO (LL) -0.22 11 >999 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.47 Ve (TL) -0.30 11 >769 180 BCLL 0.0 Rep Stress Incr NO WB 0.51 Ho'; (TL) 0.02 8 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) I Weight: 217 lb LUMBER B CING TOP CHORD 2 X 4 SYP No.2D To CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.1D BO CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ib/size 14=1073/0-3-8 8=1073/0- - ( ) 38 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-920/0, 1-2=-2822/0, 2-3=-4607/0, 313=-5053/0, 4-15=-5053/0, 5-154053/0, 5-6=-4607/0, 6-7=-2822/0, 7-8=-920/0 11 BOT CHORD 13-14=0/404, 12-13=0/2822, 11-12=0/4607, 10-11=0/4607, 9-10=0/2822, 8+9=0/404 WEBS 1-13=0/2521, 2-13=-805/0, 2-12=0/1861, 3-12=-467/0, 3-11=-244/465, 4-11-305/0, 5-11=0/547, 5-10=-467/0, 6-10=0/1861, 6-9=-805/0, 7-9=0/2521 JOINT STRESS INDEX 1=0.41,2=0.30,3=0.18,4=0.25,5=0.18,6=0.30,7=0.41,8=0.33,9=0.35 10i=0.27,11=0.19,12=0.27,13=0.35 and 14=0.33 NOTES 1) 2-ply truss to be connected together with 0.131"x3” Nails as follows: 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 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B)4ace in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless ot4rwise indicated. 3) Provide adequate drainage to prevent water ponding. LOAD CASE(S) 1) Regular: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-100, 8-14=-10 2) User defined: Lumber Increase=1.00, Plate Increase=1.00 Truss Design Engineer: Lawrence A. Paine, PE Continued on page 2 Florida FE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 Warning •Verify design parameters and READ NOTES ON TNIg AND 1 NCLUDED MITEK REFERENCE AGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all to porary and permanent bracing, is the Builders 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 C ncil of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 FirstSot ir, i, m pr m 3 (C 7 (D (D 3 (o m A (D fD M m w w V A V W M W m Z ci �q 0q_ Q n c (D v O w c o Dn ET Q c 0 ° c -00 Q 0 OO :3 n (09. 00 n Q C 1 r D m M r W M c W, M X m N N m oQC� �3-.m O 7 N• c 3 CD 3Q� —00 (D y (:3 v N 5. 0 (n (D 0 = =$ 5OL o• 3 Q 06 y Q0 O O0 rn 0 NQ (Q 30 QO � (D0O �n0 Q 0 N� c O 00 QQ p'O 0 (D 3 (D Q 3 Q O C 1 ax OO O - 0 =0 OC O 3 0 w 0 0 3 °° m � O Ln Q(D -o3 mo c C :r, o° ^Q (D W D C N D' (Q 0' 3 m (DO - Q 00 N G m O 3 r D m M r W M c W, M X m N N m oQC� �3-.m O 7 N• c 3 CD 3Q� —00 (D y (:3 v N 5. 0 (n (D 0 = =$ 5OL o• 3 Q 06 oa T Q O A N x N °w0 a (D CD 0 3 30 0c0 CD (D 0 (D Q Q. 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For the folic Date: May 16, 2006 Owner: Beaches Habitat Address: 1116 Scheidel Ct., Atlantic Construction Type: Wood Frame Use Classification: Duplex Permit Number: 05-31613 f"-' --) 0 — C. DON C. FORD, C.B.O Building Official c Beach ent cy irements of Section 110.2 of the e time of issuance this structure inances of the City regulating Florida 32233 Post in a conspicu; HEDEL 50 FOOT RIGHT OF WAY n `°M / . W (27.50' FIELD) *05930 " E 27.50 W Z v _ v94 � 7.4' a U 0 U 1 7.4' 20.x' co r Lil 0 of C) u~i Li � ;= pp -ja O O (n z La ?SOW ¢w 20.1' 7.5'JEA ASE EMEN n •W a � J 0 N N M Q rn D 0 r oo W W O N O W ~ QO W Ckf CL 0 O LTJ I U "' t4) Z �, 3 M W cli Do Of I Z C, w I v I� I Z W 99 9 90 L m 1� za �a Y 0 _ 070p��lV (27,50' FIELD) DEED BOOK 3515, PAGE 714 L O t z v w O Z Z LJ FZQ m w OZQ F-- � � d ( O Lil U W Q Z U W Qn Q z V) :2 cz: zM V) f= U W Q < Z �J J W m J Q \ O _ O ULJ 0 m v:Di�=OQ ofO QUYf OQ nZQO F -Z = W W J F O — amL- QO Q 0 N N M Q rn D re 5 00 Z 00Lj n W O N O C-4 ~ QO W Ckf CL �a m �aM, • -' WWa N% Z CL_ O V) WY W > Z L5o� U of O0 Of OOWm7j Z W _ ~ M aD DEED BOOK 3515, PAGE 714 L O t z v w O Z Z LJ FZQ m w OZQ F-- � � d ( O Lil U W Q Z U W Qn Q z V) :2 cz: zM V) f= U W Q < Z �J J W m J Q \ O _ O ULJ 0 m v:Di�=OQ ofO QUYf OQ nZQO F -Z = W W J F O — amL- QO Q 0 N N M Q rn D re 5 00 Z 0 O Q -J Q W O N O J V) y' W N Q QO W Ckf CL j LLJ V) -' Q' V) r� 0 O Q �O ZO V) WY W F- > Z L5o� U of O0 Of OOWm7j Z W _ ~ M aD fn L+J Dv) Z Q m 0- O✓ m ' ZF- O �W 0 z oo' � 0_ Ub pW M> <m N - w ofV Fro HF=- m OU Li oz Or- N LLPX�-�ffid J F- 0�� O Q U W Z Z� Z ce p W_ Q 5 J a Z p m F000of cn00�-j w�O02 (14 aQW` - Q F- �Lij m Z 1 m 00:2 :2U WOOZ)F= aLnaZZ = LL - LJ J Q m 0 W �-- �FF-- Z Q Q O Z a()� �LLJ OE 1 O QF- F- >_ LLJ W 07 00 � Q 0 00) W"W a _ m O x O i\ a_ Q U� w U: -� LLJ Z a F- O Q :2 Q N 0 N N M � J m 0 LL O N O O o Z z it N a Z -' w 13- <m <Qm W fn -0 z a va = >• In 00 MUV w Q 3p Q W Zof O 02o 0 LL LL W I.L Q D Li V! 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ALUMINUM FENCE Building, Planning & Zoning Inspection Department _J CERTIFICATE 11 P,g?%,1 331127-7f CITY OF ATLANTIC BEACH OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: 7" Permit #: -=31e,13 Property Address: 677 Legal Description, Improvements to the above-described property have. been completed in accordance ..with the terms of the permit and are certified to be ready for occupancy as: i ❑ Single -Family Residence ❑ Commercial. ❑, r�Other: _"D 4, Lowest Floor Elevation: Required As Built i The following must be. completed before issuing CertiNcate of Occupancy: Department Date Notified Date Approved Approved By Fire�De�ff. Public Works l'0 . 0 Public Utilities Planning Dept. Building Dept. ,S-� S"''l� Sao— Final Survey with FIFE All Re -Inspect Fees Paid i I (� Yes No L7 Yes No i Job Address: 1116-1118 Scheidel Court (duplex — Owner of Property: Beaches Habitat Legal Description: Block Number: Contractor: Beaches Habitat Contractor's Address: 1671 Francis Ave__ Atlantic Reach FT. Telephone: (904) 241-1222 Describe proposed use and work to be done:_ construct residenti Present use of land or building(s): Valuation of proposed constructio Is approval of Homeowner's Association or other private entity Will this project involve changes in elevation, site grade or any use of f ❑ NO. Applicant certifies that no change in site grade or fi EYES. See Step 2 below. Approval of the Public Works De Permit. See attached Sub Prelim Plat Revii ❑ NO. Applicant certifies that no trees will be removed for 6�XES. Removal of Trees will be required for this project. ' Removal Permits to be reviewed by the Tree Conser 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. STEP 1. Verify zoning designation and proper setbacks for the pro; contact the Planning and Zoning Department at 904-247-5 Property Appraiser's Real Estate Number available. TC BEACH ►PPLICATION >LG ' RESIDENCE AND UCTION) Date: 11/8/05 Telephone:_ (904) 241-1222 Lot Number:_ Zoning District: License Number: 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. tEE REMOVAL PERMIT IS REQUIRED. Tree .tion Board, which meets two times each month. and provide all information as appropriate. construction. If you are unsure of this information, please In order to correctly verify zoning designation, please have 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 Forrr is, 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, -IL 32233, Telephone: (904) 247-5826. 800 Seminole Road — Atlantic Bea* Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-5845 t http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 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 dh 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, sidewal may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all info r ti�v,ed with this application is corrc 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. ,rapmcai survey. CCCL, natural water bodies. patios and other Impervious Surfaces. Swimming pools Date: / / P/Q 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 sp ified 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 constructio of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that t1ie plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: Address and contact information of person to receive all correspondence retarding this application (please print). Name: Paul Finley, Construction Manager Mailing Address: 1671 Francis Ave. Atlantic Beach FL 32233 Telephone: (904) 334-2278 Fax: (904) 241-4310 E -Mail: AS TO OWNER: Sworn to and subscribed before me this day of State of Florida, County of Duval 1' ti Viz_ JEANNE M. SHAW Notary's Signature MY COMMISSION # DD 435986 e: EXPIRES: May 31, 2009 Personally known BMdedThru"FY Public Underwriters Produced identification Type of identification p AS TO CONTRACTOR: Sworn to and subscribed before me this day of State of Florida, County of Duval Notary's Signature: G JEANNE M. SHAW Personally known >010MISSION # DD 435986 Produced identification K;XPIA% May 31, 2009 Type of identification p danced 11 dWU i4*rY Public UrulemAers 20US• , 20 � �. 800 Seminole Road — Atlantic Beach Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-5845 http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 IN,CITY OF ATL)„ FLOOD PLAIN DEVELO Location: 1116-1118 Scheidel Ct., Atlantic ] Type of Development: Residential duplex Flood Zone: 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 INFORMATION 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 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: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Date: Revised 1/17/03 Application Number . . . Property Address . . . . Tenant nbr, name . . . . Application description . Property Zoning . . Application valuation . . Owner ------------------------ BEACHES HABITAT CITE' OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 9NSPECTION PHONE LINE 247-5826 04-00,100067 Date 12/09/04 SCHEIIDEL CT FINAL ENGINEERING PLAN RE SUB jHELIM PLAT REVIEW TO B UPDATED 0 ----------------------------------------- Permit . . . . SUB. PRELIM. PL Additional desc Permit Fee . . . . 250.00 Issue Date . . . . Contractor ------------------------ CONNELLY & WICKER INC.(ENG) ATLANTIC BEACH FL 32233 (9 04) 249-7995 ----------------------------------- Z�T REVIEW Plan Check Fee . Valuation . . . Fee summary Charged Paid Credited Due ----------------- ---------- ----- k ---- ---------- ---------- Permit Fee Total 250.00 250.00 .00 .00 Plan Check Total 00 .00 .00 .00 Grand Total 250.00 20.00 i I i i I I i .00 .00 i i i I i PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF 4TLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. I BUILDING OFFICIAL i I i I 00 0 �S' - 3 613 . CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date: 11" z 0 ' C �— Address SE R IMPACT FEE $ Heated Square Footage 2 $ '1 2. i 3 1' per sq ft = $ FeY 0 r _ Garag / Shed ,Z 6 @ $ 3 f . Y 6 per sq ft = $ Carport / Porch 0—@$ I per sq ft = $ Deck @ $ SEC per sq ft = $ Patio 6 _@$ 3S CONNECTION per sq ft = $ STk2 TOTAL VALUATI�N: $ sc.H & U2- $ � 3 p3 L $ ` $ Total V luau tion i Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOT BUILDING FEE $ ZONING: W,!�' + '/2 fding Fee $ FLOOD ZONE:_ (d) Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: BUDDING PERMIT FEE $ WA R IMPACT FEE $ GRAND TOTAL DUE: $ 501 1/13/03 SE R IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ C ifY YA ►� SE R TAP $ 0 5 t c ,� G0 r� C (1 z b) RADON HRS .0050 $ SEC ION H PAVING ( ) $ CRO 3S CONNECTION $ P�,o _ STk2 ,t) SURCHARGE $ sc.H & U2- OTHER $ ST t S'r V. - 5 �3 GRAND TOTAL DUE: $ 501 1/13/03 Application Number . . . . . Property Address . . . . Tenant nbr, name . . . . . . Application description . . . Property Zoning . . . . . . . Application valuation . . . . Owner ------------------------ BEACHES HABITAT ATLANTIC BEACH FL 32233 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 05-0031613 Date 11161 SCHEIDEL CT NEW RESIDENTIAL DUPLEX TWO FAMILY RESIDENCE TO BE UPDATED 40000 11/30/05 Contractor ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 ----------------------- Permit . . . . . -----T------7- ------------ --------------------------- . BUILDING PERMIT .00 Additional desc . . i .00 Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . . . 11/30/05 Valuation . . . . 88836 Expiration Date . . 5/30/06 --------------------------------- ----------------------------------- Other Fees . . . . . . . . . CITY' ON SURCHARGE .30 CAPIAL IMPROVEMENT 325.00 STAT4 RADON SURCHARGE 5.89 SEWE4 IMPACT FEES 1250.00 WATER IMPACT FEE 410.00 WATE CONNECT/METER ONLY 85.00 WATE4 CROSS CONNECTION 35.00 Fee summary Charged Permit Fee Total .00 Plan Check Total .00 Other Fee Total 2111.19 Grand Total 2111.19 P4id j .00 .00 2I'll.19 2111.19 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF Al BUILDING CODES. BUILDING OFMIAL Credited Due .00 .00 .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-Q0031720 Date 11/30/05 111 SCHEIDEL CT INSTALL 13 FIXTURES PLU1 BING ONLY TO �E UPDATED I 0 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT ADVANTAGE PLUMBING I GREG GAUSE INC ATLANTIC BEACH FL 32233 632 2ND AVENUE NORTH JAX BEACH FL 32240 (904) 247-9848 --------------------------------------- ------------------------------------ Permit . . . . . . PLUMBING PERMIT 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 F 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 CITY OF ATLANTIC BEACH ` PLUMBING PERMIT APPLICATION ~�Ji31i' Phone 800 Seminole Road • Atlantic Beach, Florida 32233-5445 (904) 247-5800 • Fax: (904) 247-5845 • ttp://www.ci.atiantic-beach.fl.us Revised i i t 1/04 [Property Address: /%/,6 SGh►f' 1DFG.' C1T Owner: 4 9c,*'=5 A 31 r r477 Telephone #: Contractor: V- _.Dum Telephone #: 4q 4 Contractor Address:L2 �d�—� n�� 1 Fax #: onsideration of permit given for doing the work as described in the bove statement, we hereby agree to perform said work in ordance with the attached plans and specifications which are a part ereof and in accordance with the City of Atlantic Beach F nance and standards of good practice listed therein. allation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: � i If otheronstruction is being done on this building or site, New list the building permit number: ❑ Re -Pipe i Number of Fixtures: Bath Tubs Showers 2, Closets Shower Pans 1 Dishwashers ice_ Sinks 1 Disposals Urinals Floor Drains / Washing Machine Z Lavatory + r Water 1 ( Sewer Water Heaters _ Other Fees i Permit Issuing Fee: $35.00 Total Fixtures: 1.2 X $7.00 + $35.00 r Phone 800 Seminole Road • Atlantic Beach, Florida 32233-5445 (904) 247-5800 • Fax: (904) 247-5845 • ttp://www.ci.atiantic-beach.fl.us Revised i i t 1/04 CITY OF ATLANTIC BEACH 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 #0' Property Address: Applicant: Project: This permit application has been: 55111"Approved 0 Reviewed and the following Please re -submit your application when these ite Reviewed By: Date Contractor Notified: need attention: have been completed. Date: �. 3 a • O CITY OF ATLANTIC BEACH 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 # UD Property Address: Applicant: r --Ac Lt Project: rw k This permit application has been: Approved ED Reviewed and the following Please re-submity r lication when these ite Reviewed By: Date Contractor Notified: need attention: have been completed. Date:�S— CITY OF ATLANTIC BEACH �s PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, Florida 32233 (904) 247-5834 (904)247-5843 Fax www.coab.us i i PLAN REVIEW COMMENTS Permit Application #J Property Address: / Applicant: Project: /I LIM��- 'lour is approved as not�d by the Public Works Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department and the following items need attention: Maintain filter fabric in street inlet during construction. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247-5834. i Reviewed arper, P.E., Public Works Directo> Date Signature Contractor Notified Date raXedl it /-i 4o5 CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, Florida 32233 (904)247-5834 (904)247-5843 Fax f www.coab.us PLAN REVIEW COMMENTS Permit Application #.,. Property Address: Applicant: Project: d -en -hl Your application is approved as Final application approval must ❑ Your permit application has been i and the following items need atten f--1— )ted by the Public Utilities Department. me from the Building Department. iewed by the Public Utilities Department Please submit these requirements to the Public Atlantic Beach, FL 32233 in order that we can questions, please call (904) 247-5834. Review ry /�KaluzWalc, Public Utilities Dv Signator Contractor Notified Date ities Department, 1200 Sandpiper Lane, grove your application. If you have any Date /f(� v ac NOTICE OF COINLMENCENIENT State of F1 0,7-) rA Tax Folio No. 7 County of To WhorrIt t1vlay Concern: The undersigned hereby informs you that improvements will be madelto certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTIC4 OF CONIMENCEMENT. Legal D e�Rcription of property being improved: 2 E! -.7 in K—�� Address o1property being improved: P16- 4;;�- ..J " General description of improvements: ;A -C --j Owner: -gyp 1 - Owner's interest in site of the improvement: Fee SimpleTitleholder (if other than owner): Name: Colitract—of: Addressl Address: /6-7f X) 7-, 1 X-11 -j- 3 -Telephone No.: 2 Fax No: '/—,:::!,V— Surety (if any) Address: Amount of Bond S Telephone No: Fax No: Doc # 2005413071, OR BK 12875 Page 54, Name and address of.any person. making a loan for the construction oft Number Pages: 1 Filed & Recorded Name: 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 by owner upon whom notices or other documents may be served: Name: Address*: Telephone No: Fax No: In addition to himself, owner designates the following person to rec�ive a COPY Of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): ;17 — — 0 THIS SPACE FOR RECORDER'S USE ONLY OWNER . ........ JEANNE M. SHAW Signed k-0Date: day o My COMMISSION # DD 435986 Before me this in the County of Duval, State ;g't� EXPIRES: May 31, 2009 Of Florida, has P=omdly appeared '-,Pex—k WdW P. WtM ft"k UnWderWftr.s --4 Notary Public at Large. State of Florida, County of Duval. Nly commission ttxpireis Personally Known- ! or Produced ldcntifi;can;o . 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 05-010031875 Date 1116; SCHEIDEL CT 1 NEW SERVICE 150AMP/240V ELECTRIC ONLY TO BE UPDATED 0 ---------------------------------------- Permit . . . . . . ELECTRICAL PER: Additional desc . . Permit Fee . . . . 95.00 Issue Date . . . . Fee summary Charged Permit Fee Total 95.00 Plan Check Total .00 Grand Total 95.00 12/28/05 Contractor ------------------------ BROOKS & LIMBAUGH ELECTRIC CO 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 (904) 241-9051 ------------------------------------ 4IT Plan Check Fee . Valuation . . . P4id 19S.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 ps CITY OF ATLANTIC BEACH -- ELECTRICAL PE Y "IT APPLICATION Property Address:�— � Owner:Val— ` � Contractor: (� n Contractor Address: deniiion of permit given for Join accordancc with the attached i 8 the work as described i� ordinance and standards of ood ans and specificationre s which aa Building: racticc Usted therein. INew Building Type: O Trailer Z) Old E!r- Residence O Temp. :1 Re—ire Q Commercial O Signs Q Addition Sq. Ft. _ Conductor Size. Switch or S. COPPER Breaker AMTS 5' Existing Service PH Sze AMPS PH Feeders NO. SIZE Lighting Outlets NO SIZE CONCEALED Rece tacles CONCEALED Switches Incandescent Fluorescent gt M V Fixed 0 10 AMPS .5 liancc$—'-- Air H.P. RATING Conditionin COMP, MOTOR !Motors ----__ 0-1 H.P Date: 12�2o/nS W ------ _____ Telephone LL � Le • Telephone -S._ Fax #: above statement, we hereby agree to hereof acid in accordance with the l orm said wtxk in City of Atlantic Beach Service: !f other New construction is being done 00 this budding O Increase Or site, Lisa the budding O Repair Perrin n nber UIvIIMlM W VOLT Z� RACE t WAY W VOLT WAVE FNO SIZE OPEN OPEN BELL H.P. RATING TRANSFER. OTHER MOTO AMPS CEILING KW -HEA HEAT VOLTAG NU• I OVER I H.P. Transformers N0. v '�O ",coo_Transf KVA Ea Si NO' KVA i Miscellaneous 800 Seminole Road . ^ Phone: (904) 247-5800Faz . Atlanpc Beach, Florida 32233-5445 : (904) 247-5845 • hjjp://WW.W.ci.atlaatic-beach.a.us Application Number . . . . . Property Address . . . . . . Tenant nbr, name . . . . . . Application description . . . Property Zoning . . . . . . . Application valuation . . . . Owner ------------------------ BEACHES HABITAT ATLANTIC BEACH FL 32233 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 06-010032441 11161SCHEIDEL CT 1 CU 1 AHU MEC ICAL ONLY TO B UPDATED 0 ---------------------------------------- Permit MECHANICAL PER] Additional desc . . Permit Fee . . . . 71.00 Issue Date . . . . Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total Charged Pi 71.00 .00 71.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILDING CODES. BUILDING OFFICIAL Date 3/08/06 Contractor ------------------------ OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD. NEPTUNE BEACH FL 32266 (904) 249-8251 ------------------------------------ KIT Plan Check Fee . . .00 Valuation . . . . 0 iid Credited Due ------ ---------- ---------- 71.00 .00 .00 .00 .00 .00 71.00 .00 .00 LIAR n 8 2006 C k#- BEACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICA'T'ION Date: —01 Property Address: Telephone #: Owner: _Rkmc e Contractor&ems, Telephone Contractor Address:t j�71� l�uc�i�8lc.�l� ..� �l • Fax #:(qa� aY��t l9 Contractor Signatur de bed in the above statement, In consideration of permit g en for doin�whi. with the attached plans and pecifications area part hereo cordance good practice listed therein. we hereby agree to perform said work in accordance with the City of Atlantic Beach ordinances and standards of Type of Heating Fuel: If other construction is being done on this building >c Electric or site, list the building permit number: ❑ Gas: LP Natural Central Utility ❑ Oil — — — -31 b 13 ❑ Other - Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Lk Heat _ Space _ Recessed X Central _ Floor Air Conditioning: _Room YC Central .l- Duct System: Material® Thickness' 4Flex ( Residential ❑ Commercial Maximum capacity goo cfin ❑ Refrigeration ;8r- New Building ❑ Cooling Tower: Capacity fpm ❑ Fire Sprinklers: Number of Heads ❑ Existing Building ❑ Elevator: _ _ Manlift Escalator (Number) El Gasoline Pumps (Number) ❑ Tanks (Number) ❑ Replacement of Existing System 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'S Number Units Description Model # Minufacturer i Approving Ton' s Agency HEATING —FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Number Units Description Model 4 Manufacturer i Approving BTU's Agency 11H F 9 TANKS Nominal Capacity Type Liquid How Many & Dimensions Contained M Serial Approving ufacturer No. A ency 800 Seminole Road • Atlantic Beach, lorida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • htt //www.ci.atiantic-beach.fl.us i 41 rrnperty Acltlreaa: Owner: Contractor& P& Contractor Address: Contractor Sitinatur CITY OF ATLANTIC BEACI4 MECHANI C.AL I'ETtMIT APPLICATION nate:`)1- p L Telephone #; i 8101�4. $c Fl Fax #:�RdY� 444�rg in etnxidsration of permit F en for do! s Uw td in the alik— svac cot, we harmhy ac�rec to perfwm gout wart: in arrnManrx ith unc'City ul' Atlantic Beach ordinances and standards Of with the attached pltms and pecifiications whi r arc n part herco accordar�cc good pnccticc listed therein. _ if other construction is being done on this building typo u(lteratinu F%101-- or xite, list the building pennit number: i Liectric p Cies: _LP _N atural _Cenmal ulw y j9,9 ---3j b ❑ Ctrl _. p Uthcr - Specify MFMkMCAL FQUIFIYIiNT TO BF INSTALLED NATURE OF WORIk 1W Rent Space _Recessed X Central __ noor Residential __ AZ Air Conditioning: _ RoornCenrral � Tl icl(nessj"10X Q (:ommercial .IB= Duet System: N&Mcrialhe Capacity X0 c$n .Maximum Q� New Building ❑ Refrigeration }}� 1DY P Cooling •rower: Capar., m p Rxisrin_Ruilding+ u Fire Sprinklers; Number of Head%._�� j O Elevator: Manlifi Escalator (Number) ❑ ReplucCmem of L.xistinv, System ❑ Gasoline Pumps - ( N Lumber) (Nttmber)O New "'!""Nation p Tv1ks system previously installed) 0 LYG Containers ��(Number) ❑ Unfired Pressure Vessel tbttsion or Add-on to Existing Svc❑ Boilers p Gas Piping ther Specify_ (2 Other -•• Specify.- LIST ALL E UQ iPMNNT Alit 4()NUr1•aUNTNG, RifFRIGERATION r•QUMNIENT & C'ON.DT`NR() I� S Approving tanuiacturer Ton, s Aecncy Number Units Description Model A I In ltd . ]1 4 3,2 �L e— o? q HEATING -FURNACES, UOI.LVAS, MfPLACTLS & AXR HANDLER'S Number Units Description Model 0 r 4 /N R1,v41-v;Y A R00 Seminole Road • Atlantic Bi Phone: (904) 247-5800 • Fax: (904) 247-5845 BTLI*x 0 l 9vo Florida 32233-544-5 Approving Agency Lek Revised 1/04 I'd 6*6B-6*2-4o6 Odd aaeos ueao0 dBOtiO 90 90 Jew PERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: Building Inspections: Tree Permit # Electrical Permit # Temp, Pole Permit # ;ertificate of Occupancy —� 67' 7- R-711 e Footing Slab Tie Beam Lintel Nailing / Sheathing o Framing / Cover Up Insulation Final Building I-- YES Temp. Power Letter Received: Inspections: Rough Electric Temp. Power Temp. Pole Final Mechanical Permit # Inspections: Rough Plumbing Permit # - z. Inspections: Rough / Underslab Water / Sewer Drainage Inspection: [— Pool Permit # ==— Inspections: Steel l Roofing Permit # Inspections: Nailing / Sheathing Fire Inspection: Failed Inspections: Type Work: Phone # Phone # Date Issued: Date / Copy to JEA p Date / Copy to V� b JEA JO Released to JEA Released to JEA Released to JEA Released to JEA Final Final Date Paid: Date Paid: This Certificate issued pursuant to the regµirements of Section 110.2 of the Florida. Building Code certifying that at t} a time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the folloN�ing: Date: May 16, 2006 Owner: Beaches Habitat Address: 1118 Scheidel Ct., Atlantic Keach, Florida 32233 Construction Type: Wood Frame Use Classification: Duplex Permit Number: 05-31614 l C2 DON C. FORD, .B.O Building Official i t Post in a conspic4ous space. i Building, Planning & Zoning Inspection Department Date Requested: Contractor Name: Permit #: Property Address: Legal Description, 7),0G 334 -za I8 i CITY OF ATLANTIC BEACH CERTIFICATE. OF OCCUPANCY WORKSHEET 67- I i i Improvements to the above-described propeft have been completed in accordance with the terms of the permit and are certified to tie ready for occupancy as: ❑ Single -Family Residence ❑ C mercial. Other: y Lowest Floor Elevation: Required As Built The following must be completed before issuing ertificate of Occupancy: Department Date Notified Pate Approved i Approved By Fire Public Works Public Utilities Planning Dept. /(e - d(P Z�-P Building Dept. -_ , G, ; Final Survey with FFE a j Yes i ❑ No All Re -Inspect Fees Paid Yes ❑ No Graham Shirle From: Walker, Chris Sent: Thursday, May 11, 2006 1:19 PM To: Graham Shirley Cc: Kaluzniak, Donna Subject: RE: FINAL CO INSPECTION Everything is good to go ! From: Graham Shirley Sent: Wednesday, May 10, 2006 12:01 PM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Nodine, Phil;Walker, Chris Cc: Cunningham, Kerri; Matthews, Carlene; Lanier, Joyce Subject: FINAL CO INSPECTION Paul Finley called to request a Final CO inspection Thur 5/11/06 late pm at 1116 Scheidel Ct - 05 31613 And 1118 Scheidel Ct 05 -31614. 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J ►`-� -< -r_ M < r (� ,V L a of J I CO ODmm O J mm on j y C • (:) crn 0�in -_� N CO x , -+ cD >0 4 _ m O D D > i° to� ° �\ R° Ln r e n 3P m �' 1N3W35d3 d K:Z Z D /m> D .a m 1D ; Z Z m 0 Z� Lz 3 0• m O / ry w :6 �(NO81 01 NO?�I 00 5S) / `J/ V Z O m / N m D D W l.dM 30 1HOla 1003 Z -18no -130O 7 S CITY OF ATLANTIC BEACH 800 SEAGNOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032442 Date 3/08/06 Property Address . . . . . . 1118SCHEIDEL CT Tenant nbr, name . . . . . . 1 CU 1 AHU Application description . . . MECH$NICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor BEACHES HABITAT OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc Permit Fee . . . . 71.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ------ ---------- ---------- t Permit Fee Total 71.00 171.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 71.00 ;71.00 .00 .00 P A I MAR 0 8 2006 C k# PERMIT IS APPROVED ONLY IN ACCORDANCE WTPH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES i BUILDII�TU 01FI0L i CITY Off, ATLANTIC BEACH MECHANICAL PERM APPLICATION _ Date: Property Address: .� Owner: L)'c_G_ h - Telephone _ i Telephoneq�`l`fi'axS`l Contractor K� P ' � � Owner -. Address: i�7� I��SI"d �-V-��1 Fax Contractor Sitina ur ' '' . • . do 'bed In the aoov to arntstderution of permit g en irr doi� with the nttadied plm!; and . ecificatiuns whit t arc a pun ttcrco ukittccordanc ood lactic �1istcd therein. 'rypu erfleatiug Fust: ot Electric U Gus: _Lf _,Natural Central tJtility ❑ Oil D Othcr - ti cuily ly(ECfiANtCAL rQC7rPMliNT TO RE iINSTA.LLED Hcat _.Space --Recessed Central _ Ploar .$( Air Conditioning: —.Room ccnalrness lL°K 1.Juct System: lvlaterial��Ct� cftn Maxirttun capacity_i g) - ❑ kefrigeration D t:o011II'1'Tuwcr: Capacity D Fire Sprinklers: Number of .Read ❑ Elevator; _ Manlift Escalator (Nutnbcr) (N utnbLO Li (1aSU1U1C Pumps___,_— . urnbeT) ❑ Tanks—.-- (Ntimber) ❑ LPG Contauters O Uafircdr'rca:ure Vessel ❑ Boilers 0 Gas Piping D Other Srecify LIST ALL E UIPMFNT Ala pCClND1T10NiNC:, �g(�TiUN a tZt11I'MGN'i' d GCIND.ENSI escription Model A Number Units 2.4 ND YiEA-rU4(; - FURNAC:rS, RO]LU)tS, Ff MPLACES & AYR K * N�n,be. uoitx hascrireiou Modd R C'apatit9 �fypCL.iyuid we hereby agron to perk mi said WC414 in HcuordanoC the'Ciry of Alinntic Bench ordinances and swndards of If other cultsmiction is bring dune on this building; or site, list the building permit oumbcr: i6W NATURE OF WORK ❑ Rmiduraial O Commercial ❑ New Building p 1=�ci66ii�gBuilriinv ❑ Replacement of rusting Systam 0 New bWallatiuu (No system previously installed) Q A>:tension or Add-on to Existing Svst= D Other - specify,_ -- Manufacturer 'Manufacturer goo Seminolr. Road a Atlantic Bcpeh, Florida 32233-5445 Phone: (904) 247-5,800 s Fax: (904) 241-5845 • htt:/lvvtivw.ci-etlanftc-hcactt.il.us 6r68-6*2-r06 /U azers uea00 LRc'viacd 1/04 deo r TO 90 90 Jew Approving Ton' s Age,tcy a • O �--- Approving gr1J's Agency Seriul ADFroving 'No. Agcng goo Seminolr. Road a Atlantic Bcpeh, Florida 32233-5445 Phone: (904) 247-5,800 s Fax: (904) 241-5845 • htt:/lvvtivw.ci-etlanftc-hcactt.il.us 6r68-6*2-r06 /U azers uea00 LRc'viacd 1/04 deo r TO 90 90 Jew CI''TY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: / J Property Address: Owner: ��1�+�S Cf�! � -'/ Telephone #: Contractor &oaA � �e 6%6ak,gti- ��/` Telephone Contractor Address: cm(O ..lei t Fl Fax #:�dTOX I Contractor Signatur In consideration ofpermit g en for doinb de bed in the above stat ment, we hereby agree to perform said work in accordance with the attached plans and pecifications whiare a part hereo cordanco 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: W� Electric j ❑ Gas: _LP _Natural _Central Utility 0S6'U —1 ❑ Oil ❑ Other — Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Ad Heat ACentral _Floor Ll Residential _Space _Recessed -�( Air Conditioning: Room X Central )C Duct System: Materialm gwr� Thiclmessik-t- Nec ❑ Commercial Maximum capacity 6tipo cfm ❑ Refrigeration i ❑ New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers: Number of Heads ❑ Elevator: Manlift Escalator (Number) ❑ Replacement of Existing System _ _ ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation (No system previously installed) ❑ LPG Containers (Number) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other - Specify ❑ Other - Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSORaS Approving Number Units Description Model # N anufacturer Ton' s Agency C c>( X-0 13 f4 3a4l •o c - i HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # t anufacturer BTU's Agency � ��'� ✓Uf 40� �Y �ltJ � GG L i C TANKS Nominal Capacity Type Liquid Serial Approving How Many & Dimensions Contained anufacturer No. A enc 800 Seminole Road • Atlantic Beaco, Florida 32233-5445 Phone: (904)247-5800* Fax: (904)247-5845* htip://www.ci.atlantic-beach.fl.us i 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 05-010031876 Date 1118 SCHEIDEL CT NEW SERVICE 150AMP/240V ELECTRIC ONLY TO �',E UPDATED 0 ---------------------------------------- Permit . . . . . . ELECTRICAL PEI Additional desc Permit Fee 95.00 Issue Date Fee summary Charged F ----------------- ---------- ---- Permit Fee Total 95.00 Plan Check Total .00 Grand Total 95.00 G PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILDING CODES. BUILDING OFFICIAL 12/28/05 Contractor ------------------------ BROOKS & LIMBAUGH ELECTRIC CO 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 (904) 241-9051 ------------------------------------ RIT Plan Check Fee . . .00 Valuation . . . . 0 ii.d Credited Due ------ ---------- ---------- 95.00 .00 .00 .00 .00 .00 95.00 .00 .00 BEACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION L Date: �Z /Z os' ' Property Address: _ //,,J is s i ; Owner: Telephone #: iContractor, (4- nd L• P_U_eC-- eKT-elephone #: Contractor Address: 1h �4 Fax #: In consideration of permit given for doing the work as described i the above statemrnt, we hereby accordance with the attached plans and spells work which are a ordinance and standards of art hereof acid in agree to perform said work in nod racdcc Ustcd therein. accordance with the City of Atlantic Beach Building: Building Type: Q Trailer t`1ew B" --Residence Service: If other construction is � Old O Temp. 0"New being done on this building O Commercial O Signs O Increase Re -wife O Addition Or site, tilt the budding Sq, Ft. O Repair PertuII number: Conductor Size14!::=Switch or PPER MlM Breaker MP$ 'jam PH Existing Service W VOLTZLf RACE Size AMPS PHWAY W RACE VOLT WAY Feeders N0. SIZE L ghring Outlets NO SIZE NO SIZE CONCEALED OPEN Rcce tacles CONCEALED Switches OPEN In candescen t Fluorescent & tit V Fined 0.1100„Mps A liances O R Air BELL Conditionin H.P.RATING H.P. RATING TRANSFER. COMP. MOTORCEILING OTHER MOTO AMPS CEILING HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS V Transformers NO. KVA ` oONeoo_Transf NO. KVA Ea. Si i tit:scellaneous I Soo Phone: (904) 247-5800o1e Road Atlantic Beach Florida 32233-5445 Fax; (;04)247-5845. ttp://www-ci.atiantic-beach.Q.us Address � S-- .5/& Iq CITY OF ATI PERMIT CALC C– Heated Square Footage G @ $ 'I Garag ,/ Shed 2,6 @ $ 3 Carport / Porch 0 @ $ — Deck 0 @ $ _ Patio 6—@$ KLY cy' 3L Total V luation CIC BEACH TION SHEET Date: 3'f - O S� % nCbN t' per sq $ FYY0(f C Y" G per sq ft = $ per sq ft = $ per sq ft = $ TOTAL VALUATION: i sc $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE ZONING: War" + % Filing Fee FLOOD ZONE: ---- (d) Fireplaces @ $35.00 IMPERVIOUS SURFACE: J�4 d A s a o ,DING PERMIT FEE W) _ CA Cites( r (00r--) SE ER METER/TAP $ 5 t t tc SE $ ,6) RADON HRS .0050 $ CB ) $ ST 5CAA 6j 1�2-- OZ y ER rl (! GnA D TOTAI s a o ,DING PERMIT FEE $ ER IMPACT FEE $ ER IMPACT FEE $ ER METER/TAP $ TAL IMPROVEMENT $ ER TAP $ ,6) RADON HRS .0050 $ ION H PAVING ( ) $ SS CONNECTION $ y,�.) SURCHARGE $ ER $ 1/13/03 Application Number . . . . . Property Address . . . . Tenant nbr, name . . . . . . Application description . . . Property Zoning . . . . . . . Application valuation . . . . Owner ------------------------ BEACHES HABITAT OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 05-0031614 Date 111E SCHEIDEL CT NEW RESIDENTIAL DUPLEX TWO FAMILY RESIDENCE TO EE UPDATED 40000 ---------------------------------------- Permit . . . . . . BUILDING PERMI Additional desc . . Permit Fee . . . . .00 Issue Date . . . . 11/30/05 Expiration Date . . 5/30/06 ---------------------------------------- Other Fees . . . . . . . . . CITE R CROSS CONNECTION CAPI S TA'I SEWS WATE WATE WATE Fee summary Charged Permit Fee Total .00 Plan Check Total .00 Other Fee Total 2111.19 Grand Total 2111.19 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF, BUILDING CODES.' BUILDING OFFICIAL 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 TAL IMPROVEMENT 325.00 E RADON SURCHARGE 5.89 R IMPACT FEES 1250.00 R IMPACT FEE 410.00 R CONNECT/METER ONLY 85.00 R CROSS CONNECTION 35.00 aid .00 .00 111.19 111.19 Credited Due .00 .00 .00 .00 .00 .00 .00 .00 BEACH ORDINANCES AND THE FLORIDA Application Number . . . . . Property Address . . . . Tenant nbr, name . . . . . . Application description . . . Property Zoning . . . . . . . Application valuation . . . . Owner ------------------------ BEACHES HABITAT V OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 05-00031721 Date 11/30/05 111EI SCHEIDEL CT INSTALL 13 FIXTURES PLUMBING ONLY TO BE UPDATED 0 --------------------------------------- Permit . . . . . . PLUMBING PERM: Additional desc Permit Fee . . . . 126.00 Issue Date . . . . 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 Contractor ------------------------ ADVANTAGE PLUMBING GREG GAUSE INC 632 2ND AVENUE NORTH JAX BEACH FL 32240 (904) 247-9848 ------------------------------------ T Plan Check Fee . . .00 Valuation . . . . 0 3.id Credited Due L26.00 .00 .00 .00 .00 .00 L26.00 .00 .00 BEACH ORDINANCES AND THE FLORIDA rst Y'yfV , ITY OF ATLANTIC BEACH r PLUMBING PERMIT APPLICATION Date: Property Address: Owner: SE9G ,s A Z ► T4T Telephone Contractor: l3 Telephone #: Contractor Address: In consideration of permit given for doing the work as described in the Bove statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part iereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: / If other construction is being done on this building or site, d New list the uilding permit number: Y ❑ Re -Pipe 4 Number of Fixtures: 1 Bath Tubs Showers Closets Shower Pans f Dishwashers Sinks r Disposals Urinals Floor Drains / Washing Machine Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: IJ X $7.00 + $35.00 800 Seminole Road • Atlantic Beat, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEAT BUILDING / ZONING DEP 800 Seminole Road Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 65 �gI4 Property Address: IOWN– Applicant: I - Applicant:- Project: nfu)2b,ii-en This permit application has been: ❑ Approved ❑ Reviewed and the following terns need attention: W Please re -submit yo application when these ite s have been completed. Reviewed By: —C- Date: / �- Q ,„0 Date Contractor Notified: CITY OF ATLANTIC BEAC] BUILDING / ZONING DEPA 800 Seminole Road Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 1 Property Address: Applicant:') Project: Thispermit application has been: �' Approved ED Reviewed and the following TMENT need attention: Cc* Ain -s Please re -submit y r p lication when these iter Reviewed By:�`` Date Contractor Notified: have been completed. Date: /% —11�-D Y' CITY OF ATL TIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMY RESIDENCE AND DUPLEX CONSTRUCTION) Date: 11/8/05 Job Address: 1116-1118 Scheidel Court lex — condomini m Owner of Property: Beaches Habitat Address: 1671 Francis Ave. Atlantic Beach FL 32233 Telephone: 1904) 241-1222 Legal Description: Block Number: Scheidei Ct. "Tract A' Units -8 Lot Number._ Zoning District: Contractor: Beaches Habitat Slate License Number: Contractor's Address: 1671 Francis Ave. Atlantic Beach FL 32 233 Telephone: (904) 241-1222 F : (904) 241-4310 Describe proposed use and work to be done: construct residential lex Present use of land or building(s): vacant land Valuation of proposed construction: $80,UUU.00 is approval of Homeowner's Association or other private entity Will this project involve changes in elevation, site grade or any use o O NO. Applicant certifies that no change in site grade or 12"YES. See Step 2 below. Approval of the Public Works Permit. See attached Sub Prelim Plat Re 0 NO. Applicant certifies that no trees will be removed f Q/(ES. Removal of Trees will be required for this project Removal Permits to be reviewed by the Tree Con! Tree permit approved on 12/21/04. Procedure: In order to expedite issuance of permits, please follow Incomplete applications may result in delay in issuance of permit. No If yes, please submit with this application. fill material or the removal of any trees III material will be used on this project. " ,epartment is required prior to issuance of a Building iew Pen -nit. r this project. TREE=REMOVAL PERMIT IS REQUIRED. Tree wvation Board, which meets two times each month. steps and provide all information as appropriate. STEP 1. Verify coning designation and proper setbacks for the pror osed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre -construction or post -construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834. STEP 3. Submit Tree Removal Application if trees are to be remove or relocated. STEP 4. Please submit Building Permit Application, Energy Code Itorms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of cons tion plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Bea h, FL 32233, Telephone: (904) 247-5826. 800 Seminole Road — Atlantic Bach, Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-5#45 — http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail, plans must contain t] being performed. Scale of drawings should be sufficient to depict all n 1. Current survey showing the property boundary with bearings and 2. Location of all structures, temporary and permanent, including set Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre -construction 4. Any significant environmental features, including jurisdictional wi 5. Impervious Surface area calculations: include driveways, sidev may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual application I hereby certify that all info < tion p v; ed with this application is co 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. rapnical 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 the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Address and contact information of person to receive all correspondence Name: Paul Finley, Construction Manager 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 Florida, County of Duval AANNE M. SHAW NM. SHAW yj r riy, J7LY 1vhhA91SS10N A DD 435966 Notary's Signature _* MY CON # DD 435986Personally Type of identification known S.E RES: May 31, 2009 B=WTEXPWkUndeiw#,, Produced identification Type of identification p w.,ra.. AS TO CONTRACTOR: Sworn to and subscribed before me this Qday of State of Florida, County of Duval 800 Seminole Road — Atlantic Telephone: (904) 247-580 — Fax:: (904) 247. Page 2 Date: %% A�/ © r— this application (please print). E -Mail: , 20 C)3. �r,y LA' C , 20 En. h, Florida 32233-5445 — http://www.ci.atiantic-beach.fl.us Revised 1/14/03 Notary's Signature:_ AANNE M. SHAW Personally known 1vhhA91SS10N A DD 435966 Produced identificati( s :XPlRE5: May 31,2009 Type of identification .3MIM NAA N*q Pubk Under wN N 800 Seminole Road — Atlantic Telephone: (904) 247-580 — Fax:: (904) 247. Page 2 Date: %% A�/ © r— this application (please print). E -Mail: , 20 C)3. �r,y LA' C , 20 En. h, Florida 32233-5445 — http://www.ci.atiantic-beach.fl.us Revised 1/14/03 Location: CITY OF A' FLOOD PLAIN DEVELO Type of Development: Flood Zone: Required Lowest Floor Elevation: C BEACH INFORMATION If building is located within a flood hazard zone, a rvey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWES FLOOR ELEVATION is equal to or above 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: 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 plai is and supporting data have been or shall be provided as required. I agree to comply with all app icable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the propoq ed development. Applicant's Signature: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Date: Revised 1/17/03 Application Number . . . . . Property Address . . . . . . Tenant nbr, name . . . . . . Application description . . . Property Zoning . . . . . . . Application valuation . . . . Owner ------------------------ BEACHES HABITAT 04- SCH SUB TO B ----------------------------------------- Permit . . . . . . SUB. PRELIM. P1 Additional desc Permit Fee 250.00 Issue Date . . . . Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 0100067 Date 12/09/04 IDEL CT FINAL ENGINEERING PLAN RE PRELIM PLAT REVIEW UPDATED 0 Contractor ------------------------ CONNELLY & WICKER INC.(ENG) ATLANTIC BEACH FL 32233 (904) 249-7995 ------------------------------------ ,AT REVIEW Plan Check Fee . . .00 Valuation . . . . 0 Charged P id 250.00 250.00 .00 .00 250.00 2SO.00 PERNUT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILDING CODES. R H,DING OFFICIAL Credited Due ---------- ---------- .00 .00 .00 .00 .00 .00 MACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTME 1200 Sandpiper Lane Atlantic Beach, Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # �o) 4 Property Address: ! / / Applicant: Project: —,Y-6ur application is approved as n( Final application approval must ❑ Your permit application has been re and the following items need attenti by the Public Works Department. 2e from the Building Department. by the Public Works Department Maintain filter fabric in street''�inlet during construction. Please submit these requirements to the Public Atlantic Beach, FL 32233 in order that we can questions, please call (904) 247-5834. Revi7 Carper, P.E., Public Works Dire Signature Contractor Notified Date Department, 1200 Sandpiper Lane, your application. If you have any Date �( ' d J— i CITY OF ATLANTIC BEACI PUBLIC UTILITIES DEPARTMENT `J 1200 Sandpiper Lane 1 % Atlantic Beach, Florida 32233 r� (904) 247-5834 (904) 247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application #nn-c�5/(P/4 Property Address: 1 1 l Applicant: L Project: Your application is approved as Final application approval must ❑ Your permit application has been r. and the following items need atten l - 1 noted by the Public Utilities Department. ome from the Building Department. -viewed by the Public Utilities Department ion: Please submit these requirements to the Public Utilities Atlantic Beach, FL 32233 in order that we can approve questions please call (904) 247-5834. Rev iewe y onna Kaluzniak, P blic Utilities Director Department, 1200 Sandpiper Lane, your application. If you have any Date 6 Signa e Contractor Notified Date NOTICE OF CO To WhornIt May Concern: The undersigned hereby informs you that improvements will be made the Florida Statutes, the following information is stated in this NOTICE Legal D estription of property being improved: CEMENT Tax Folio No. certain real property, and in accordance with Section 713 of F CONL ENCEiVENT. .Address of property being improved: P16- General description of improvements::- Owner: �A G� _ ti r- Address: -�`1iJ—r+ }Fig, .L•r_�.t /.,7 Z Owner's interest in site of the improvement: Fee SimpleTitleholder (if other than owner): N((arn e: ��ractof: � rr ,X f t•vr_--. y'�;R-4; r ;`r•+ r - Address: )&7f % r • J"fes "Telephone No.:Fax NoZ-,/- S/.?" Surety (if any) Address: Amount of Bond $ Telephone No: Fax No: Doc # 2005413071, OR BK 12875 Page 54, Name and address of.any person. making a loan for the construction of t Number Pages: 1 Name: Filed & Recorded 11/09/2005 at 10:11 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Address: RECORDING $10.00 Phone No: Fax No: Name of person within the State of Florida, other than himself, designate I by owner upon whom notictvs or other documents. may be served: Name: Address: Telephone.No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): "Z U THIS SPACE FOR RECORDER'S USE ONLY OWNER JEANNE M. SHAW Signed: O ...... ��;:, Date: %) MY COMMISSION # DD 435986 Before me this _ day of aD S in the County of Duval, State EXPIRES: May 31, 2009 Of Florida, has personall appeared 'moo w C �, ,�1 j� F Vic' u nded Thru Notary Public Underwriters Notary Public at Large, tate of Florida, County of Duval. IV1y commission expires: Personally Known: Produced Identification:,Ll � M or c - c� IT1191 "1 Beaches Igabitat Habitat for Humanity of the Jac sonville Beaches, Inc. November 9, 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 1116-1118 Scheidel Court: 1) One (1) copy of Building Permit Applic< 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 regal 9) One (1) copy of letter to Ms. Kaluzniak j systems. 10) One (1) copy of letter to Mr. Carper rega control plans. Please let me know if any additional information Sincerely, Paul Finley Construction Manager 904.334.2278 attachments Beaches Habitat application for a site drawing ling fire sprinkler & irrigation drainage, and erosion & sediment required. Thank you, P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241-1222 .I Job Address: 1 Owner of Property: CITY OF ATLAN BUILDING PERMIT (FOR NEW SINGLE FAMII DUPLEX CONS Legal Description: Block Number:_Scheidel Ct.. "Tract A' um Contractor: Beaches Habitat Contractor's Telephone: (904) 241-1222 Describe proposed use and work to be done: construct residenti Present use of land or building(s): Valuation of proposed constructic Is approval of Homeowner's Association or other private entity Will this project involve changes in elevation, site grade or any use of ❑ NO. Applicant certifies that no change in site grade or t Q'YES. See Step 2 below. Approval of the Public Works D Permit. See attached Sub Prelim Plat Rev ❑ NO. Applicant certifies that no trees will be removed fo QAES. Removal of Trees will be required for this project. Removal Permits to be reviewed by the Tree Cons4 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. C BEACH PPLICATION RESIDENCE AND CTION) Date: 11/8/05 Telephone: (904) 241-1222 Lot Number:_ Zoning District: License Number: No If yes, please submit with this application. Il material or the removal of any trees? I material will be used on this project. partment Is required prior to issuance of a Building w Permit. this project. FREE REMOVAL PERMIT IS REQUIRED. Tree vation Board, which meets two times each month. and provide all information as appropriate. STEP 1. Verify zoning designation and proper setbacks for the prop sed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Alorks 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 ¢r relocated. STEP 4. Please submit Building Permit Application, Energy Code F rms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of construc 'on plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beac , FL 32233, Telephone: (904) 247-5826. Page 1 800 Seminole Road — Atlantic Be ch, Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-58J5 — http://www.ci.atiantic-beach.fl.us Revised 1/14/03 In addition to construction and engineering detail, plans must contain the being performed. Scale of drawings should be sufficient to depict all reqs I. 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 p v; ed with this application is corn 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. rapnicai survey. i, 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 i he same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether sp 3cified herein or not. The granting permit does not presume to give authority to violate or cancel the provisions of any federal, state o local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of constructimi of the property. i understand that the issuance of this permit is contingent upon the above information being true and correct and thata plans and supporting data have been or shall be provided as required. Produced identification Signature of Contractor: IQ -P" , i Date: /I 1 ,lp/© r— Address and contact information of person to receive all correspondence regarding this application (please print). Name: Paul Finley,Construction Manager Mailing Address: 1671 Francis Ave. Atlantic Beach FL 32233 Telephone: (904) 334-2278 Fax: 904 241-4310 E -Mail: AS TO OWNER: Sworn to and subscribed before me this day of State of Florida, County of Duval `CNatiSSION # DD 435986 ti""'•, JEANNE M. SHAW rY .XPIRE5: May 31, 2009 Not 's Si nature: g MY COMMISSION # DD 435986 EXPIRES: Personally known ., May 31 ,2009 gf Bonded Th. N b Mi. Uidory b, Produced identification i' y 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 Signatui PANNE M. SHAW Personally known `CNatiSSION # DD 435986 e Produced identification .XPIRE5: May 31, 2009 Type of identification p „ana K Ytm, WOry Pubk Underwrftm 800 Seminole Road — Atlantic Telephone: (904) 247-580 — Fax:: (904) 247 Page 2 ,20 C):• LA'L , 20 U �. h, Florida 32233-5445 — http://www.ci.atlantic-beach.fl.us Revised 1/14/03 CITY OF A' FLOOD PLAIN DEVE Location: 1116-1118 Scheidel Ct., Ad Type of Development: Residential du Flood Zone: 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. C BEACH .NT INFORMATION must be made AFTER THE SLAB DR ELEVATION is equal to or above No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Permit. f COMMENTS: Applicant Acknowledgement: I understand that the i suance of this permit is contingent upon the above information being correct and that the plan and supporting data have been or shall be provided as required. I agree to comply with all appl kcable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the propos development. Applicant's Signature:Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 W 174 Beaches Habitat for Humanity of the November 9, 2005 Ms Sonya Doerr Community Development Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Doerr, I have submitted a building permit application for Attached is (1) a copy of the Scheidel Court site pl plan, and (2) a detailed site plan for the duplex. Please give me a call (904-241-1222) if you Sincerely, Paul Finley Construction Manager abitat nville Beaches, Inc. duplex at 1116-1118 Scheidel Court. a with the duplex located within that any additional information. W P.O. Box 50939 • Jacksonville Beach, Fl�rida 32240 • (904) 241-1222 \\ 0 )i! ia 1 I I 1 ' I ' I I I / I 1 / I I I1 / I I 1 1 I I I1 I i 1 J 1 5 a al �� z fir- Z 1 I I I I � I i I I I � I � I � I 1 I I 1 ' I ' I I I / I 1 / I I I1 / I I 1 1 I I I1 I i 1 J 1 5 a al �� z fir- Z , -- TWOTOY E ODU DU LE Lo LEXRY F.F.E. 12 0 O N F.F.E. 12.80 N Ub FOOT SETRArK st ►� Q ° a• 14 fp ` x d. �•.t d LL s ° d • .a R LINE T�t �.d.�A: a Li dd k. /If . " , H W d Q 2 2 2 2+00 � 34 LFOF1 HDPE ® 0.1 SCHEIDEL C UR iTS W4' � N N • xyp "e ,C>' " .46 r �`.C.d d C d .e. Aa •° 4�A'ij a e d ,"aid—` d, ��. R 19E.' d .' ". Q Q e d .. 4d V) M �A' '1.a (%iU Q I LJ T SNL M LLJ — — VA U Q LL - L- U W r- F— #1110 #1112 #1114 � #1116 I #1118 18 FJ-- �� Q tY TWO TORY x DU LEX TWO STORY 901F.F.E. F.F.E. 12.60 DU LEX 12.40 i Ld tK SF x x x x x 7'05'30" W 400.00' -x x x------• x x x x0, x x x x ____ 10 WX CONCRETE CURD �LLJZ — — 10 Q Q V) o Z `=V tK I � Iry °l 4? � Y; 4 V rCA 0 cn / 213 LF OF 18" cn c� ��" t �k 61 + 0 0 HDPE ® 0.10% Z ° A I' oU NN. .1r oz, �J ° a... �x U LLI O 02Q � � dry.. �(� Q f i' r x a. wt V) d \ 99 %F OF 18"I k� PE ® 0.109;` #1108 l #1106 y: Sr0 TWO T0; F.F.E. 12. �^#1104 \ 6/ �— ---- ,�� -- x x '7 CONCRETE CURB SILT FENCE EXIST. 3ANITARY MANHOLE A-1 OUND 4"X4"I % x CONCRETE x NV.NE 5'804 (6" PVC) °' MONUMENT INV. NE 2.04 (6" OR 8" CLAY) (LB 3672) INV. E= .80 (10" OR 12" CLAY) INV. SE 2.15 (6" OR 8" CLAY) 58 LF OF 24" INV. W 1.83 (12" CLAY) kT111 Beaches Habitat for Humanity of the November 9, 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 for Beaches Habitat will not be installing a fire sprink will not be installing an irrigation system. Please give me a call (904-241-1222) if you Sincerely, Paul Finley Construction Manager abitat nville Beaches, Inc. t duplex at 1116-1118 Scheidel Court. er in this structure. In addition, we any additional information. P.O. Box 50939 • Jacksonville Beach, Fl�rida 32240 • (904) 241-1222 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number I . . . . . 06-0 Property Address 1116 Application type description RESI Property Zoning. . . . TO P Application valuati n . . . . ----------------------- Application desc HURRICANE SHUTTERSI Owner ------------------------ JONES ATLANTIC BEACH FL 32233 ---------------------------------------- Permit . . . . . . BUILDING PERMI Additional desc . . Permit Fee . . . . 40.00 Issue Date . . . . Expiration Date 2/21/07 -------------------------'--------------- Fee summary -------- Charged P Charged --------- Permit Fee Total 1 ---- 40.00 Plan Check Total 20.00 Grand Total 60.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILDING CODES. 033797 Date 8/25/06 SCHEIDEL CT ENTIAL ADD/RENOVATE/ALTER UPDATED 1300 ----------------------------------- Contractor ------------------------ JENARO RIFFO REMODELING SERVICE INC 2739 RUTH DRIVE JACKSONVILLE FL 32207 (9 04) 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 r� L1 fly s, CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Building Department Public Works J'31 �r 800 Seminole Road 1200 Sandpiper Atlantic Beach, Florida 32233 Atlantic Beach, (904) 247-5800 (904) 247-5834 (904) 247-5845 Fax (904) 247-5843 PLAN REVIEW COMMENTS Permit Application # � 4 - Property Address:JoAz/,h Applicant: Project: 1 This permit application has been: 0 Approved as noted by the Final application approval mut F-1 Reviewed and the following items .Makowski & Public Utilities Departments 199 Lane S. Doerr Florida 32233 R. Carper D. Kaluzniak Fax Public Safety C C. 7— In 0 d � , .S Department. come from the Building Department. need attention: Please re -submit your application when th se items have been completed. Reviewed By: Date Contractor Notified: Date: . CITY OF ATLANTIC BEACH WIN -DOW S, SKYLIGHTS, �A.R�kGE DOORS, F URRIC ANS, SHUTTERS Date: ` Please submit (2) complete sets of pians with application. Job Address: I I I6 s he, der e.r Owner: F enc,' 3 O f -,C -S Address: IIIIc SGIA e.t dek C.T. GIG,17YC. &.11 Legal Descr. tion: Block Number: Lot Number: Contractor: % Y`U.rO Address: a-? 39 RyA-�/\ 0L-- "J City: S rJ ✓1 V �t State: P(,,, Describe proposed use and work to be done: y:f C t C.CA% Present use of land or building(s): .1 Valuation of proposed construction: J1300. or - Is approval of Homeowner's Association or other private entity application. Required Building Data: 3 ZZ33 Phone( Zoning District: ate License Number: 0-5 751 Phone: 9©`f - 73/ 19 ?ip: 32-7-07 Fax: '1Oq — 7,-?/ ,/ F7 -2- �> -1�ckr-", Mean Roof Height Z�i (ft) Building Width 40 4 (ft) Roof Slope NA- Window Height �j (ft) i Window Elevation from Grade (ft) Measurement from corner of building to window A) 4/ --(ft) Number of windows being installed i 800 Seminole Road . Atlantic Phone: (904) 247-5800 • Fax: (904) 247 Page 1 0,08 Cid: C(1C),1 A16 If yes, please submit with this Building Length RO ({,t) Window Width a (ft) Mean Roof Height Florida 32233-5445 http:,/IwwNv.ci.atlantic-beach.fl.us Revised 1/_7,'03 Procedure: Ip order to expedite issuance of permits result in delay in issuance of permit. In addition to the building data, the following information is req 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. WINIMENIN lou, I hereby certify that I have read and examined this application and know ate. Incomplete applications may Date: t� " � 0 b same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct agggthat the Signature of Contractor: Address and contact information of person to r/ceive all correspond( Name: Advance Hurricane c Name: 2014 E. Adams St., Jax., FL Contact: Victor Reyes 904-622. Mailing Address: 904-807-0174 Fac: 904_807 Telephone: Email: vreyes@advancedbuilc AS TO OWNER: Sworn to and subscribed before me this _ 2) day of State of Florida, County of Duval Notary's Signa PATRICIA A. REEVES a �o pbpgr Public - State d Fbft �j Personally s . comr��.ion Expkn May 30, 2010 -s # QG 557300 ❑ Produced i :., By Nall" Notary Ann. Type of idi AS TO CONTRACTOR: Sworn to and subscribed befoF*ffi,?1Wkte &k..A l day of State of Florida, County'ems *' Notarv's Siena 2 • #DD 527471 s�'y °•.iryBundAa+� e�i�;: ° o� ��i9ro'••:":;;(;:�•°pF �� ❑ Personally Produced i 1�11i diii%% Type of id 800 Seminole Road • Atlantic Phone: (904) 247-5800 Fax: (904)247 Pale 3 have been or shall be provided as required. (?- Z/ -a6 regarding this application (please print). 35 Cell 178 g.biz -Mail: -- — - / ,20 filo. re: • produced , 20�. produced Florida 32233-5445 http:!/www.ei.atiantic-beach.iI.as Revised 1/27/03 Florida '`.;building Code Online Page 1 of 2 ' `. i.ty'•�s„7�." �7 ''"�yz e Efi, Y"a�'"'g'gg '�u'r"u$'w'+,3t1 °k.11ifi7a+i44, Yaa;,ml ''i,1 ,rYr g '' ✓ _..s '' �,�.�,,. � "�"2"6�.*�-..��r,�"�gg z'��"' �Fza•^ir��.;. �� c�,{r�i�s.�Y .'�i� E�:: ;� .z��°2 sir .E 1 'i #�.� ,�t�,�t C'`f a _ �U ssr aa4d y3a "Ar ae5u a s 4uanryeg s BCIS Home ? Log In j Hot Topics Submit Surcharge!! Stats & Facts H Publications FBC Staff BCIS Site Map Lin L 0 s r '` Product Approval k a USER: Public User 3<� -. xr�:; F 17, I t•�tuair�o G�o�� a HdEtIGaElk •'Agl7AtC Product Approval Menu > Product or Application Searc� > implication List > Application Detail FL # FL 393=R1 Application Type R�vision Code Version 2 04 Application Status A�proved FIL Comments E cop Archived Product Manufacturer All American Shutters Address/Phone/Email 15 0 Donna Road W st Palm Beach, FL 33409 Authorized Signature Frnk Bennardo cla gley@flbengineering.com Technical Representative Address/Phone/Email •C�ra�rato�' ' "�N Quality Assurance Representative Address/Phone/Email Robert Bates 154LO Donna Road Wet Palm Beach, FL 33409 (5 1) 712-9882 1brightidea@execs.com Category ShqItters Subcategory Storm Panels i i Compliance Method Eva uation Report from a Florida Registered Architec Licensed Florida Professional Engineer F.valuation Report - Hardcopy Received Florida Engineer or Architect Name Fra k L. Bennardo, P.E. who developed the Evaluation Report Florida License PE -0046549 Quality Assurance Entity National Accreditation and Management Institute Validated By JorgeA. Pomerantz, P.E. tp://wN,vw.tloridabuilding.org/pr/pr_app_ dtl.aspx?param=wGEVZ wtDgtBjiarh%2f9gd�VRXAd3fO67T... 3/6/2006 Florida wilding Code Online Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method E330 12 1 09.1.4 1 14 Mgthod 1 Option D Date Submitted 11/3/2005 Date Validated 11/11/2005 Date Pending FBC Approval 1115/2005 Date Approved 12y7/2005 Summary of Products FL # Model,_Number or Name__ Description_ Page 2 of 2 393.1 1122ga, 24ga Steel Pahels 1122ga, 24ga Steel Storm Panels Limits of Use Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Large Missile Impact Resistant. use outside the HVHZ onlv. 25. Talk (850) 487-1824, © 2000-2005 The State of I Pr Year 2002 1999 Installation Instructions Verified By: Evaluation Reports PTID 393 R1 T Cert IndeD pdf PTID 393 R1 T Dwq_pdf lid for. I PTID 393 R1 T Eval Rpt pdf cic Next DCA Administration lent of Community Affairs a Building Code Online ides and Standards Shumard Oak Boulevard ssee, Florida 32399-2100 incom 277-1824, Fax (850) 414-8436 •ida. All rights reserved. copyright and Disclaimer uct Approval Accepts: aM77-771 � E2n La ttp://w,,v-%v.tloridabLillding.org/pr/pr Lipp dtl.aspx?p cram=wGE VXowtDq tBj iarh%2 f9q dWRXAd3 f'067T... 3'6/2 006 f , FRA.Nx L. BENNAR.DO, P.E., INC. CONSULTING ENGINEERS 4441 NORTH DIXIE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAX: (561) 391-2862 November 3, 2005 Florida Department of Community Affairs 2555 Shlunard 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 engineer does not have nor will acquire a financial interest in the company manufacturing or c istributing the product(s) for which an evaluation report or validation certification has beer. prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any othere tity involved in the approval process of the above -noted product(s). RespectfWly, Frank L. Bennardo, P.E. Frank L. Bennardo, P.E.; Inc. FL PE 0046549. Cert of Auth 49885 FRANx L. BENNARDO, P.E., INC. CONS TING ENGINEERS W W W.FLBENGINEERINGI COM FRANx L. BENNARDo, P.E., INC. CONSULTING ENGINEERS 4441 NORTH DIXIE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAX: (561) 391-2862 Product Evaluati November 3, 2005 Application Number: FL393-R1 FLB Project Number: 05 -AAS -0001 Product Manufacturer: All American Shutters Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 229a & 24ga Galvanized Storm Panels Scope of Evaluation: �n Report This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Community Affairs (Florida Building Commission) Rule Chapter 9B-72.070, F.A.C., for _statewide acceptance per Method 1-(d)- All products -listed ab ve 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-evaluation of this product shall be required following pertinent Florida Building Code modifications or revi ions. Substantiating Data.- PRODUCT ata: PRODUCT EVALUATION DOCUMENTS FLB 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. Be nardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accorJance with ASTM E330-84 test standards per test report(s) #02-001, #02-002, & #03-001 by Construction Testing Corporation (CTC). Large missile impact resistance and cyclic loading performance have been tested in accordance with SSTD 12-99 test standards per test report(s) #02-001, #02-002, & #03-001 by Construction Testing Corporation (CTC). Metal tensile capacity has been determined in accordance v ASTM E8 test standard per test report #0127H, #0198H, & #0053) by Certified Testing Laboratories (CTL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: Page 1 of 2 Evaluation Report Prepared *by: Frank. L. Bennardo, P.E.,, Inc. Frank L. Bennardo, P.E. # PE0046549' FRANK L. BENNARDO, P.E., INC. CONS4LTING ENGINEERS W W W.FLBENGINEERING. OM FiANx L. BENNARDo, P.E., INc. CONSULTING ENGINEERS 4441 NORTH DIXIE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAX: (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 Impact Resistance: Large Impact Resistance has been demonstrated as eviden 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 - - of each product. in previously listed test reports, and is ;d in the span schedule(s) on its ng). Each- product - listed- above shall be -installed in -strict compliant with -its -respective -Product -Evaluation --- - Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in tat product's respective Product Evaluation Document (i.e. engineering drawing). i Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respE ctive Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be desi ned for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protE other such damage at all times. Each product has NOT been designed for use within the High Certification of Independence: against corrosion, contamination, and ty Hurricane Zone (HVHZ). This engineer does not have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this evaluation report has Been prepared. This engineer is not owned, operated, nor controlled by the ma ufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above -noted product(s). Page 2 of 2 FRANK L. BENNARDO, P.E., INC. 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Nin f. 6 to N iry u'i Y1 HhNuf N ol' N" N N N.N-cliN .N-1 r'N 666 m r�iv cvN1n mev � lnoovin mvovNlnnPv�Nnn W W _ os 6 =_ p Z w} p p S F Z� 2 F �O a M- 99 0o,, U W d3r W rFa- }I �Ia-S m.a Q m Z Q iOZ osz opz Oa. - ><OUZ it w = ? w = w f H OlB ONOO MOTIOH slaved nnYL'LZ L660�WSpls9of S06L11S61 v°aIInVS uv-uyvluy IlVlvalw rloridd Building Codc Online BCIS Home I Log In I Hot Topics I Submit Surcha !Product Approval USER: Public User Product Approval Menu > 0 9 4 (.'r. K, st?g'ui S:�S t w` V 2 y^'a.' F ar�^�ik�h�l�'�! Product Manufacturer �^ Address/Phone/Email tiry . .rt'Y14ftw+,�geMut, ,wwx Nk'�aa�Yn Ea X - Authorized Signature iWgav ,sYk "'N1zMr}kms MllT1*+. �e s,r,E r,� •��E�IG°R�GENERaf"� k� _ IMPW Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Page 1 of 3 iA.47f ! kY �4 f% LIY1{i j 0. r ry, if 7 R "r�+s.�,,� F..�!;.11•F.•E}';r ;h ��'arF�1 ,;r•a'`x s"i.�.�,,y,� c w r aal K?3 err "Y"»4b"'It'i is..u..�?:!..,., e Stats & Facts + Publications I FBC Staff I BCIS Site Map i Lin > Application List > Application Detail FL2249-R3 evision 004 FILE %pproved COPY own and Country. Industries, Inc. 00 West McNab Road t. Lauderdale, FL 33309 354) 970-7700 )mj@tc-alum.com adimir Knezevich k@knezevich.com �homas -B. Johnson O0 west McNab Rd. Ft. Lauderdale, FL 33309 (P54) 970-9999 t mj@tc-alum.com cutters :cordion luation Report from a Florida Registered Architec nsed Florida Professional Engineer Evaluation Report - Hardcopy Received Jelin W. Knezevich P�-41961 Nth Y ; �� tY}f h x nro'*�ki444 �p�t'� tai 1zkadfB7A ., Application Type . roatiir Jgsulw't{�ir,ffi,1 Code Version �ii,.�a«n1,�t Q�w Application Status "m''"�r'""'"�'.�'�'""'m 4+aLC7t�(� irilf.ldUr1TP a t-7 Comments rL.6w,4,�aj`{V� Archived 7t L�t?k..r 0 9 4 (.'r. K, st?g'ui S:�S t w` V 2 y^'a.' F ar�^�ik�h�l�'�! Product Manufacturer �^ Address/Phone/Email tiry . .rt'Y14ftw+,�geMut, ,wwx Nk'�aa�Yn Ea X - Authorized Signature iWgav ,sYk "'N1zMr}kms MllT1*+. �e s,r,E r,� •��E�IG°R�GENERaf"� k� _ IMPW Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Page 1 of 3 iA.47f ! kY �4 f% LIY1{i j 0. r ry, if 7 R "r�+s.�,,� F..�!;.11•F.•E}';r ;h ��'arF�1 ,;r•a'`x s"i.�.�,,y,� c w r aal K?3 err "Y"»4b"'It'i is..u..�?:!..,., e Stats & Facts + Publications I FBC Staff I BCIS Site Map i Lin > Application List > Application Detail FL2249-R3 evision 004 FILE %pproved COPY own and Country. Industries, Inc. 00 West McNab Road t. Lauderdale, FL 33309 354) 970-7700 )mj@tc-alum.com adimir Knezevich k@knezevich.com �homas -B. Johnson O0 west McNab Rd. Ft. Lauderdale, FL 33309 (P54) 970-9999 t mj@tc-alum.com cutters :cordion luation Report from a Florida Registered Architec nsed Florida Professional Engineer Evaluation Report - Hardcopy Received Jelin W. Knezevich P�-41961 rloridz. Building Code Online M. Quality Assurance Entity 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 Su'umitted Date Validated Date Pending FBC Approval Date Approved Page 2 of 3 National Accreditation and Management Institute ORLANDO L. BLANCO, P.E. ASTM E330 SSTD 12 lethod 1 Option D 2/31/2005 /5/2006 /9/2006 /7/2006 Year 2002 1999 Summary of Product's FL # Model, Number or Name Description 2249.16.8 and HR Accordion Aluminum Accordion Shutter Shutter Limits. of. Use Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Use of these product shall be in conformance with the requirements of reference drawing prepared by TTG, I products are NOT suitable for .installati High Velocity Hurricane Zone. These pifoducts may only. be installed on concrete, hollow concrete block or wood substrates. For�all strict the c. These n in the other Installation Instructions - Verified By: Evaluation Reports PTID 2249 R3 T 05-578 DWG 68 -HF 12. df PTLD 2249 R3 T 05-578 Report 68 - 12 R3.pdf conditions site specific design shall be office or our delegated. engineer. Shuttjer less than 32" are not acceptable per the y this spans provisions of SSTD 12-.99. I«49 Z 6.8" Accordion Shutter Extruded Aluminum Folding Shutter Use for use in HVHZ: for use outside HVHZ: esistant: FIDmegcnt Installation Instructions Verified By: Evaluation Reports ressure:e of these product shall bei strict ,Florida Building Code Online _ . conformance with the requirements of the reference drawing prepared by TTG, Inc. and comply with chapter.61G15-23 of the Florida Administrative Code. These products Dre NOT suitable for installation 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 be by this office dr our delegated engineer. Shutter spans less than 32" are not acceptable per the provisions Pf SSTD 12-99. X2249.3 JJHR Accordion Shutter Limits -of Use Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant.: Design Pressure: +/ Other� Use of these product shall be in strict conformance with the requirements o the reference drawing prepared by TTG, I ic. and comply with chapter 61G15-23 of the Florida, Administrative Code. These products re NOT suitable for installation in the High Velocity Hurricane Zone. These products may only be installed on concrete, hollow concrete block or wood substrates. For all other conditi ns site specific design shall be by this office r our delegated engineer. Shutter spans lesS than 32" i are not acceptable per the provisions f SSTD 12-99. Page 3 of 3 Extruded Aluminum -High Rise Folding SI Installation Instructions Verified By: Evaluation Reports :,iorida Building Code Online BCIS Home I Log In I Hot Topics I Submit Surch .Cww� r � ^fit Pa Product Approval s �*. USER: Public User Product Approval Menu > Page 1 of 2 t p r. 1 1 4A7 r l I' I I IJ 1 L J ik' r ,re sw.ts..t, p t z : �.,..:c:t' � �...k:..::Lr-:r-_�: w•al.Jl{.•�...is�l�>I�.Ii..,�.—....,�,,.{C��.;l:.�.:�r;r :[ ]:.�s�_�i? e I Stats & Facts I Publications FBC Staff („BCIS Site Map Lin > Apolicatlon List > Application Detail > Application Checklist Form #: 9B-72.130(3) Wwwo r i%,;, *§ -'i 1. Verify the method of demonstratirhg compliance is from an entity approved by the hs� .15*jt Flori,da'Building Commission. 7f%n11fC%'ETI" af'S"!^%AtN+Mi'lilM.lYwiryJ"uxJq•n�N� Mr RE u tl1v ASr�ED� Ti ah ! Irl i' •.moi# R rr'".,� v -ii 2. Verify submission of the evaluator's certification of independence. Note: Evaluator may be a test lab, certification agency, evaluation entity or Florida..Registered Architect or Florida Professional E igineer which produced the. test report, ull�A a,cn certification listing or evaluation r port required by Rule 9B-72.040(5). I I �� 14r �� yr! 3. Verify the method of dem•onstrad ' suspended, recalled or compliance is current and has not been revoked. 11 .�..r''t. 'llKJO _ g, 4. Verify the product has not been r�called or revoked. To the best of my/our knowledge) the'product, method, or system described in this application meets or exceeds4p.lication.. he •Florida Building Code requirements and reference standards listed in the (850) 487-1 © 2000-2005 The Stats Next DCA Administration iartment of Community Affairs =Iorida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard 'allahassee, Florida 32399-2100 24, Suncom 277-1824, Fax (850) 414-8436 of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: S. Verify the Code sections and refer{ence standards for which the evaluation 7f%n11fC%'ETI" af'S"!^%AtN+Mi'lilM.lYwiryJ"uxJq•n�N� Mr RE u tl1v ASr�ED� Ti ah demonstrates compliance. � ;sl'M•� li7rxn 6, Verify the method of demonstrate g compliance indicate any limitations on the use of the product, as intended. 11 .�..r''t. 'llKJO _ g, w 7. Verify the manufacturer installaticltn instructions are provided. "'S 8. Verify that a quality assurance r 4 Y G Y P ram audited b' a Florida Building Commission 9 Y 9 ;�; approved third party quality assn lance agency is in place. To the best of my/our knowledge) the'product, method, or system described in this application meets or exceeds4p.lication.. he •Florida Building Code requirements and reference standards listed in the (850) 487-1 © 2000-2005 The Stats Next DCA Administration iartment of Community Affairs =Iorida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard 'allahassee, Florida 32399-2100 24, Suncom 277-1824, Fax (850) 414-8436 of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: r - ,� = Thornton ,Tomas ettlaoY TTG PROJECT NO.: KK5578.00 DA Evaluation Report December 30, 2005 PAGE: 1 of 3 FBC EVALUATION REPORT NO.: FL2249-R3 ! CODE: Code 2004 Florida Building PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY Accordion PRODUCT NAME: 6.8 &. HR ACcordlop Shutter Town and Country Industries, Inc. A Division of ABC Supply, Co., Inc. MANUFACTURER: 400 West MCNab R Dad Fort Lauderdale, FLS 33309 This is an Evaluation Report issued by J `hn W. Knezevich, P.E. (System,ID No. 1754), to Town and Country Industries, Inc., baseJ on Rule Chapter No. 9B-72.070, Method 1(d) product Approval, Florida Building Comndssion, Department of Community Affairs. These Accordion Shutters have been evaluated a found to be in compliance with the Code and that the products are, for the purpose intended, qt least equivalent to that required by the Code. Re-evaluation of this Evaluation Report is rjequired, following any code changes, to maintain its validity. Evaluatid11a1Zep; G>ie�aecl,b; THOifi-0 i= $ . 711'Gl QUP, INC Johii,WY;',,I�ne ch, r;�T Vice IQs.\ . r} y- ,•C Florida LiceSseI.Q, ;P.E'$1961 Florida COA No.: 7519 The seal appearing on this document was authorized by John W. Knezevich, PE 41961 on 111152005. This does not constitute an electronic signature; original, signed & sealed hard copies to the appropriate agency will follow. 330 North Andrews Avenue, 5ui to 450 a Ft. Lauderdale, FL 3330h ■ 954.522.3690 ■ 954.522.3691 fax ■ www.The7TGroup.com Offices Worldwide vii iU Thornr ton Tomasetti Evaluation Report TTG PROJECT NO.: KK5578.00 DATE: December 30, 2005 PAGE: 2 of 3 2.1 PRODUCT EVALUATION DOCUMEN Town and Country Industries, Inc. 6.8 & Accordion Shutter, Drawing No: 05-578, with a revision one, dated December 19, 2005, Sheets 1 through 13, prepared by Thornton-Tomas.etti Group Inc..'(TTG, Inc.), signed, dated and sealed by John W. Knezevich, P.E. is an integral part of this Evaluation Report. j 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. 2.3 STRUCTURAL ENGINEERING CAU j Prepared Rational and Comparative Anal; anchor calculations. From these analyses, 'Schedule was prepared for both the 6.8 A design load (PSF) schedule was also prep span conditions at specific design loads both accordions. re in accordance with ASTM E330-02 and conformance with SSTD 12-99. Reports were ation.(CTC) and Hurricane Test Laboratory, LLC was determined in accordance with ASTM 1LATIONS . :s of Accordion Shutter performance, as well as Maximum Shutter Span vs. Design Load (PSF) ordion and HR Accordion. An anchor spacing vs. ed, indicating maximum anchor spacing for given F) for each type of anchor used during testing, for No increase in allowable stress has been u�ed in the design of this product. The Accordion Shutters satisfactorily pa sed the large missile impact testing, in ,accordance with SSTD 12-99. These Accordion Shutters may be used to protect glazed openings from windborne debris, when installed in accordance with the limitations indicated in their respective drawings, prepared by TTG, Inc. These Accordion Shutters have been desioed to resist wind pressures as indicated by the Span Schedules of their respective referenced d awings. TTG PROJECT No.: KK5578.00 The maximum anchor spacing for each found in the Anchor Schedule of their re These Accordion Shutters are to be in notes, schedules and material specific Evaluation Report E: December 30, 2005 PAGE: 3 of 3 of anchor, shutter span and design wind load is ve referenced drawing. in accordance with the typical details, general found in their respective referenced drawing. See General Notes of fhe referenced drawings, unless otherwise noted, for material specifications. All dimensions of compo eats are indicated in their respective referenced drawings. Anchor specifications including acceptable substrate,. minimum embedment, edge distance and manufacturer are indicated in the referenced drawings. MAITATIONSMDCONDMONSOPUSE • Use of these product shall be in strict onformance- with the requirements of the reference drawing prepared by TTG, Inc. I • These products are NOT suitable for installation in the High Velocity Hurricane Zone. • These products may only be installed c substrates. For all other conditions site delegated engineer. ■ Shutter spans less than 32" are not • This Florida Professional Engineer do acquire, a financial interest in any cor or labeled by the agency. ■ This Florida Professional Engineer is manufacturing or distributing products ■ This. Florida Professional Engineer acquire; a financial interest in any c, which the reports are being issued. • This Florida Professional Engineer 1 acquire, a financial interest in any of product. concrete, hollow concrete block or wood )ecific design shall be by this office or our table per the provisions of SSTD 12-99. not have, nor does he intend to acquire or will he any manufacturing or distributing products tested t owned, operated or controlled by any. company tests or labels. forming an evaluation does not have nor will pany manufacturing or distributing products for rming an evaluation does not have, nor will entity involved in the approval process of the Thornton -Tomas etti (1 0 TTG PROJECT No.: KK5578.00 The maximum anchor spacing for each found in the Anchor Schedule of their re These Accordion Shutters are to be in notes, schedules and material specific Evaluation Report E: December 30, 2005 PAGE: 3 of 3 of anchor, shutter span and design wind load is ve referenced drawing. in accordance with the typical details, general found in their respective referenced drawing. See General Notes of fhe referenced drawings, unless otherwise noted, for material specifications. All dimensions of compo eats are indicated in their respective referenced drawings. Anchor specifications including acceptable substrate,. minimum embedment, edge distance and manufacturer are indicated in the referenced drawings. MAITATIONSMDCONDMONSOPUSE • Use of these product shall be in strict onformance- with the requirements of the reference drawing prepared by TTG, Inc. I • These products are NOT suitable for installation in the High Velocity Hurricane Zone. • These products may only be installed c substrates. For all other conditions site delegated engineer. ■ Shutter spans less than 32" are not • This Florida Professional Engineer do acquire, a financial interest in any cor or labeled by the agency. ■ This Florida Professional Engineer is manufacturing or distributing products ■ This. Florida Professional Engineer acquire; a financial interest in any c, which the reports are being issued. • This Florida Professional Engineer 1 acquire, a financial interest in any of product. concrete, hollow concrete block or wood )ecific design shall be by this office or our table per the provisions of SSTD 12-99. not have, nor does he intend to acquire or will he any manufacturing or distributing products tested t owned, operated or controlled by any. company tests or labels. forming an evaluation does not have nor will pany manufacturing or distributing products for rming an evaluation does not have, nor will entity involved in the approval process of the Prinl Inlormalion: P:\PLI\Praieais\KK5578.00\DraaAn9s\Rl-..b\05-575-01.drg WConlu 12/19/2005 12: 21: 4Opm 12/19/05 11:58 N yr .( O P; r W in o>OE ANE D non -1 OC ZZ: -i2 my= r Dmo= TI/i D <r AS Zr rcc= DS O OAr r S.a O=.1 ar DOyE on Om -1 = S no ->i 1m S i = m y T r r A o y I m 0 0 r ter, o S A m2mm mm A => OA OL'Im h9 DZmDm m'D > > to m nA O r D E CIA o�j Zi =C r9mA tn>, I=AD m0 D 1,<S .X.I ri r) m m>y mZr�1D uDN CC ^ ZmD2 D' -I O In E C W ° O Z C Dy AmEv CI� mA N C1yNA = -1 Oy NN D rO m> D <np Z -1y xD N m ?Z r>io yr n2 3 OA=> D -4==n D S O S m o 0 to m-1 d y 0 A yIn M,S NS=D mr Dn ,h 0, y OC -( ww-'O m DOmA ym O W =A y \mo S D - Cr, In �>,Max mr Or m -Im=E • Z i]� m Zy mZ O .rn InAO m In a m r D ES � rry o t A D Zr '^ NOvi.>< SmZ- m9=S m Mm = OmZ O D In B E In Z n> Z -I E m mD d races M, .VI '-1y mZ T>- D DDD TOTr> A O-1 9 rA C r r m -ImD r A > a n O, M. m D [[n DO rlm]TD•O•C - p. ,P Na•<C TMo or C Z Z m p .mZVI Vt nx m�C SmZn r•(mu = ym p EIn2 r L> C 0 rz cl Z p Ga°,; AmmA Vm Amrn .SA mTA .>Ol >AD = 0,. -1 S r-4^ .0, > n ppNy am OZC ZDO mz a -( O W _ n �n to mD >ano c,>,c m m > Con Amo .. m 'Z �m� ..1 Co. >-I K - C' Z jm DCmm -;mo A S Z X ^ C 1 2X2 O Ln m O'Z r C C A' mm m in rM 3 = TnOT y9> ,Cm2 m m r0 Man Z h ?02 2 m A D Z >IDD n T moZX O = pm?r n mmD E ..I O C10 m InZ22 �� NDD x O s N m12 m 0 =N r re~� Opp O -I. 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Y Y- TC> o as dila 6 descri Ilon :' D. • C-) y' C71 w vrc i It_rY, Iw �!. c \ aw.er+rm co -T c I N t N in o>OE ANE D non -1 OC ZZ: -i2 my= r Dmo= TI/i >..I C -IDA In -y omzq m-^ ON> -7 mmZr=.rn L1 �D mm qmm -i T-izm m g 0 OZ= Dm mmp nZo mn m mrm �y -/mm A mrym mm Amy -I mOy9 -I nmm EnEA .—M TAp yAnam nrn An= r a>m %1 N. onm Z MSAo Om '-100^ NAC yl>o m2<-1 OLy mNNA y-1mp O g>2 0 OMMC pn1 -ioc 9mrm Dy06, A=r R2D9'-ZI a VZmy >> m>y mZr�1D uDN r> -'i y>o my mns p AZm> SA :,>n> n-1> y00r ZO �< ANKA >nI m> DZyO ZDm ,i°aan> AOC -10 -1 ym oz Opo •'I Z -i -1D 0D mr _10pD pZ= OM DNLm1 SO D=0 2 y'mmE Dr ZD- >m A -i y1 In =Y'1n0 >O nD ZOmy NQS "'I ODmm y?N OZ>.p AnZ y -m Oy O.M' no WAm mOO EC >CM mmi r<rl= >Cm m DAD rm , nom = D C nm rmo -1'C N mn^Im C) =OELn < mCm C1 = o Z pOC n-ly2 Hm A-1 3 a=Z AA m>,LAZE T= 00 OD-ZI mN. rNr 000 no ~n ZmDo ZmN C1 Arno X N-iC O O n 'Z C-" mOm mDm 2 mm> D In >In0 m -"Om r r 3AA mrn pNT Dm 2M Z 2 n> In ,D p A[ irT y0A >zlrn Z T2 -15A iA >=n ~ mOln O DD MO -C 4p Om yrryi Tr ylOp Ar nom -1DZ mZ T>- D DDD TOTr> A O-1 9 rA C r r m -ImD r m 9 EDm Ni ZA DO> yly mym Am -1 TCD Inr Dm Ay 'AA Z m<m .< m_ 'Am p D y>-1 Om yv0 H morn E Tm Cm OT mpp PUI AD my VI Ino2 •1-C Trn as Z;E S ;iTo = r m >m -M/mZ ZO 2D -~i D-1 >m :j'010 A� 2Y S 2' -lo A y n Om NEm 00 nnrn mom .DVS Zan D-Iy my mD y C1=D D ZK O=m TA 71mo �mD yZ mm m ymL -Ti �_ ay ZZ< D> toy Anr, X1 ym0 0 O >nl com Vm Amrn .SA mTA .>Ol >AD om ErS ZmC ZC ,TZ „n12D a. ,ym rn r0. 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TO N c N „I^^ ;7, a — .• D r r p c j P O 1n N � N m N N N N rn I� m n : 1,106" � O 2,000, .500" N O nm r D C �' r O D V j0 = P W zx sF •z° - n~ = 72 = m c D H a DH o iv o m — W y r a 790 T D N On g 2.9{3"P z n m a .875" .967" o A O =g co r O o m LA m P i _ nA r n� c mr •',—m ➢'a N apo r "=�rt DZ m n m D� w =EF m n V D D M mo 'c 0 IA o C m �r 'I 1 m �N N w I^r r O VS 0 m O O m m J O O N 0 O W W N m � c co D m O7 Do -O 2.00" O N D N r N r O { Z n n� rnr mfrs, o m o mr o �r m Z W3 oT:V m a-^� 3 p• s = !^ VI lh 1- Z X 1_ X D D o O c 0 r = N O m O � � � J ' n ra. m� >tr m rn� o --o " u,N r r r D c �O rto • m N -- rt c I m W O1,360 �D O n n =-moi ➢m m m = rn D r N— •lm m r N A m N N P atyi t3'i •,'i,.�� m FLORIDA BUILDING CODE, 2004 jY ,V v1 i ' THE SEAL APPEARI G ON THIS DOCUMENT WAS AUTHORIZED BY IOHN W. KNEZEVICH PE 0011961 ON Lq G >r 12/19/2005. THIS DES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED ••' N HARD COPIES TO HE APPROPRIATE AGENCY WILL FOL�yLOW. p aye revi on .. y r t. _ �E HR ALUM. ACCORDION SHUTTERS Vl. Tp s nc due5 v sar o•'Vdascri lion D �. t a'!t!.r E„ } Thornton Tomasetti Croup N 1 0 ` .t�+ovc [c r..♦ on u r[--'rcc , •p: y.4Y3 - 33o N. 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N mroAw m�Jpa D f~Or£. Ls OZZ mZ m 2115 VD�o1. D >Xy r m f~n -1 ?10 tn�W DWF D 1KONr ::c). �. OT m nA 2 i N ` G m ^j N ym I > C o� n < C o- D + T 3 ZO 9 to O >"> n N A m� n g r T' O DC N N ( n Om o a mP a m DZ 50'�j A a0 C D o pa ?z • r THE SEAL APPEAl ING ON THIS DOCUMENT WAS AU RIZED 8Y IOHN W. KNEZEYIC PE 0041961 ON zr L. 12/19/2005. THI DOES NOT CONSTITUTE AN ELECTRO SIGNATU0.E; ORIGINAL. NED &SEALED HARD COPIES T THE APPROPRIATE AGENCY WILL FOLLOWCc . 4. i,✓ d HR ALUM. ;ACCORDION SHUTTERS;s • ThOTnton-Tomasetti :;'roup j •� : 4 $ 370 N. 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Zmi M6 nDm w :10 Dm<- :� Szz mx De nm-mISN D{D a�ZW O m D m •O . rD' nz'7Pml>my D h r = 2 9.<In M02 I. -1 •ZrpZ Cao ODP CN 6N rInn -Z :a iOD0mD �1W c0 E rnz1 In m Vr In C _y LI O C M M -4--c OT= -V1 r iDavrm yZm� D y; N O Do= for OZO%m yN n "4DymC mZ W1 w -0 .0 a mr % Sn In Z O C C m l i 2 \i0 Won m m D � ay1 � N I /_III Z W W r HR ALUM, ACCORDION SHUTTERS e ,1 Di.i. •..IiCFP.PpIr O., I., ZED BYIOHN W. KNEZEVICHPE 0011961 ON SIGNATURE; ORIGINAL, Sid &SEALED Thornton•Tomasetti Group �. A.,h— A-, SW:e ASO • Ft. L..dvd.l , FL 33301 (954) 377.3690. Fsa (95�) 321-3691 • COA / 7319 W ebdlq www.Th. Croup.com Print Informollon: P:\rU\Pro)ccls\KK5578.00\Dr.Ninq,\RI-..b\05-578-05.d.9 NConlu 12/19/2005 12:22;19pm I:/19/05 11:59 N3o i z6 p X, mC) x10 r p B y Omo~.x OTr am Ont ODIn"�Zc aX [ 9 y O< cF of N o=OZZ ? Via=n Z ar ( Ll .r.(^ , mO 90�13n�m p� mrn>z ~3 ON nC m m D in VE tip aN Z D D n Opr~ �i aN EDGE vp m m °` <ao�'oy - 0 EMBED. r' o® m vD L m DIST. > n0 m I � r O I D T n K 1 m 2 > w 1 w EmoD=mn " C G u C x.DFomz Z =SMCZm o --Inll X o Inn?Dmmy �O a P �' N z'onm•' -1 m DODz -Im + O 3'.MAX. "' oAmmo Lz7 2 ,m aTa^ c� 'w r >-Daz N O >z -+a3= >-f Z .onn Cmz 2 oD>. vIX9 =m3 Nina F0� •, LI` D mnm D ZyZm' A'> MAX. SHUTTER-: vnrn ••w, m' DCr 1" >Sr 3o D n rn°m 2vnm� aOx LENGTH SEE _ r>imm0• -IX Ino =m ZInLZ2 O °I T ACCORDION SHVTTER Daz �� mm3 m 3 = n [ O a aOma° iv[a SPAN SCHEDULE; cZiPim n~ ao> HAX. SHUTTER a�D 903= m 1. nzcmz °?° TABLEI mnrr7I -Iz LENGTH, SEE X �E>om aclrzm z� rn7 CLI -1m;n -(mrn mZXa D>mn� Gl m O a •1 C ACCORDION SHUTTER i C 3 m 'pzz m v=o SPAN SCHEDULE, Moo p�oaz z 3= -Z3 TABLE _23 DE Dm z=an >pm cl L1� ZD aX m0 a0x Xm >'Eom Z Z ^O min Om �m Z.mx C =❑ry mzX2 -\- ^Omin a" ' 0°0-1m -n an9 o >o3: rn w z.0 z p� C�BN Or Q yl Z30D ZrZ >O 3Pr3 0 >m,cp 1>n 7p V wr�x oc1 nr' ran ren > v^2re� 9N nF y m Z 'M �> mi m m •ZO bD9i.+ 7 D r�g �D m .m ° OA�o� oln .9yo EMBED. <O mavo D <q p N m EMBED. C m 2 EMBED, m I I 0 mr' >n m I . m r 0 .-IfB w c: O h > 0 rm-. N 1 W.O ilmn°yiTn �- p =�DnmmD D 0 m Z O C -i-Daz -. q.E.mr to ins._ _- .. 1 ..m _.o,Z S>oGY.00A Z'..�7.. w = �nyiT - '•'( on. mn0 Om n z H = D m ❑ _ m r T T In I p>OL1CZm - DlnZma^2T� m N=?Dmmr� Nmp ti -i O -Iz-i D3= 2 rpin) rT O L1 .,2 ° NX°a °� w O K nn N0. mZz. -1m EC1� 1;❑�.. ZiZm' _ m -ID MAX.SHUTTER Z C c ••1 Z1D-Z >Co- w oor Inca n�aX rn°m zvnm• aOX LENGTH SEE H a ODS m ACCORDION SHUTT Z D. N>0m .wD Ir'I a mom mvl 0 �In '-Im -i OyDyXa mm3 myy >=mm = r -i o ->nrnmC, [tea SPAN SCHEDUL I _ m zmpZ 2��a aox MENGTH SEER aDx Zaa2 oa�Lzi .nv cziC1 A im2z TABLEI C D ^' o9iTn tim ER SHUT -<0 L7nzm axn n mn �z m O o ')7 DnmOmz 9Cm ACCORDION (SCHEDULE, :v C, mm 0ZZO 3N„m0 nZ m Z a�cnlz �x0 TABLEI 'Z3 o yczirn °zz27 AJ� D>mn'1 LZI9 Lj9 Z nPm Mean o=2 - wlnan In leap . m77 n vnm- 'u-- vnT Z"I°Dz z z XOam vp m nmpmo mZ• 0m �mm0 �mm0 az Daz Daz Zn mo ax Cim n im cz�zm zXa -IZ OD2 0> Dz D>z n Can an EDGE oN EDGE an an 3 3 In W DIST. DIST. Ll m ➢om Dpm pm GE pa n C xa Xa X DIST. > r m aN DIST, m O 3 ^-- •. m O m r= w c D O3 t -f. - - C7 O 9 m O a . In m a ut t C D m 0 w w a P N a "-1 X n a2 N N�' `n a�; 1 z m2 P c r C z m3 y 2 m m mm 1 mg X m0 W O x nmm0 - + wI m Inm z >z I " CC •moi z°mz r - Ll -{ mnn+ O Or>jmmO C� n o vl m0 Zm=y zm `Yn I" D>O nrCzAC n mz2 EC: mm�a relE� C =H >cr >C� T Dm m_'r Z r DOm 2m • tnm Az a) Z: E0 �•°i�Co C Xa m 3 = 3 n ➢_>_ry Dy a ao> MAX.SHUTTER vp> >= io oo •Dnp2 m x LENGTH SEE X X a m 3 m 3 3• m➢ <CT ACCORDION SHUTTER <['I aoX MAX. SHUTTER :q yx= ?Ino SPAN SCHEDULE, :Do I .gym' LENGTH SEE i- -? 3 TABLE 1 `' x 3 � C a ACCORDION SHUTTER <C v '0 n m z z ml"p SPAN SCHEDULE, �I^ m 0Z C)'0 'Za TABLE 1 _ZD .110 IIL,14, c1 _v _V -i z z r • h r,•• -•_ �i THE SEAL APPEA ING ON THIS DOCUMENT WAS RIZED BY IDHN W. KNEZEVICH PF DO{7961 ON FLORID BUILDING CODE, 2004 },' N 'L HA0.D�COPIES TI TDHOEEAPPHOPR�NST TE AGTU.ENCY WILL FOLLOWNC SIGNATURE; OBICINAL, SILNED E, SEALED T O n$ ox - _ < Jj•E3 HR ALUM. ACCORDION SHUTTERS ils-^ n9 dala b descrl 11 .-�. r. 1U4Thornton•Tomasetti (group c7 s o = F; 770 N. Antlrewa A-, Sul" JSn • ft. L dcrdal[ FL3 3al CJ7 ° 4 Ts1. 19 S{7527-3690. fa. (951 322-7691. COA'Y 7519 Weballe: wv.w.Th: -P.cnm , nr„+++ � a[rwv[atr�aa now raon "� ++ +[a • m .. � � tls(,a16c, rw r a - 4''•.53 cnovdnnl 0 2005 Thnrnron-Tnma[r1liGrnun Inr. PlW W.—ti- P:\FL1\Pr \05-578-06.d.g MC -L. 12/19/2005 12:22:29pm 02/09/05 ®:® t ❑ m my= --------------------- ZA � ON ut V K D rTr"�i•i-11 A Z O O \ \ J On D r OD ut T D N � \vm o 00 W x• O u O .. CZmmrn ' Z 'o X" -' CZTmrn iZDarX 9nrn0 m �y➢01/i DSTn Dmrn0 o.y : p➢Izz zHL N STH, STEED vrrn ry KO Tr"ACCORDION SHUTTER =0D c1�z,Z„ moEn '0 SPA*-SCHED„ TABLE 1 � vr7( mOC, 32 >°m• Xam mm0 ACCORDION SHUTTER C, ACCORDION Z mDEn n a x D• a n \05-578-06.d.g MC -L. 12/19/2005 12:22:29pm 02/09/05 ®:® t ❑ m my= --------------------- ZA � ON ut V K D rTr"�i•i-11 A Z O \1\\ y 0r J or OD A N N1 T N r O F�\ C W x• O .. CZmmrn ' Z 'o X" In 1nA ' .�nrn0 I• yDnN Dmrn0 o.y : p➢Izz nDaz 1 m02n c1�z,Z„ � vr7( mn r"y KD mm0 ACCORDION SHUTTER C, ACCORDION mDEn DZZ SPAN SCHEO., TABLE 1 I 3n m DOm mT DDI Z m XA m� n D a Lr ~2 O D yy N s oZ y io 0 m ^' N O m O y r C m n m EDF x2D� D Ano I rm-mm vOZ m Drn< m O Zyn Z. A Z COm Nn r:[ DCM mn22 I. y fob A o� m yZrn Z O D _ G a Z -D Nnp ro D� mom T, zE7J 0 D AmOv 07 DZ.Z m 3 m r 7p O y L1 D (D2 rJP D K C ink z vol �c a�am rti K Z z m O TmNa p m -11A n 7C x;�.• Ko :0 �?•, � .�:• t m v m > D 5 RI ZD Q C) "(Dm A TO O n O A •riN O i........ ' FLORIDA BUILDING CODE, 2004 Ll j OE Z F Vision -r naI dale � S n ^^ yr Dv `J 1E tiD NDD 3 y D0 D r > Tr X Z m yyr O y� W O C D " C Z rf 3 o to DD .>{ m aN m m- O NI C W" m ol t C' Z •0i m -' myDjN DmX msi in o m. omvi mDEEIS m y rN z m% -.11 E K =V+ nK3 MmN�O D tiAo DA 'r V K On. m T> C Z X Ny y Z C3. D mZ -m H y r mDKr` Z •rn..�o mNE N^mr HAX. SHUTTER ' LENGTH,SEE ACCORDION SHUTTER SPAN SCHEDULE, TABLE 1 , 3rn yym AXm= r >X AX vNi Z2mAD>2g3 r; yVl r.V, H y 1 OO yNpmW OLl i CDCN�D0 r•n X i my, mNm9 rOmm Z a �. m r > KyX 02. mEo = OnyD OAy. ZCm!''A p3n=u I A XN+03•n-i2mm-I y• m>K £ma XS n p N v_J V £mom w0 : _THREADED _ =m= PENETR. "T' MAX. SHUTTER a y D LENGTH SEE -0 ?< ACCORDION SHUTTER t C T / SPAN SCHEDULE, SNA TABLE 1 _=0 N m 3m.yX DXAN H N C y M ,nyz EDGE DIST > P cm I rT m '0—ME G m I. 02'nn m �J AA� rl nDC-2pm2 a=n D-!2rff11m2y Q 'T T m7 2 cl 7^C plDilZm a Z� Q W - n7 LNZ �. mIaxi �inAxAm Zmm Om<Ei- r' m >r Co0 l:l•' nC= °zZX nmL T m0£a0 rn3 Kln •9 m a_ HR ALUM. ACCORDION SHUTTERS MAX. SHUTTER LENGTH, SEE '.CORDION SHUTT ;PAN SCHEDULE TABLE 1 LED BY IDHN W. KNEZEVICH PE 0041961 ON _ SIGNATURE; ORIGINAL, 51C;NED & SEALED Thornton•Tomasetti Group HAX. SHUTTER ' LENGTH,SEE ACCORDION SHUTTER SPAN SCHEDULE, TABLE 1 , 3rn yym AXm= r >X AX vNi Z2mAD>2g3 r; yVl r.V, H y 1 OO yNpmW OLl i CDCN�D0 r•n X i my, mNm9 rOmm Z a �. m r > KyX 02. mEo = OnyD OAy. ZCm!''A p3n=u I A XN+03•n-i2mm-I y• m>K £ma XS n p N v_J V £mom w0 : _THREADED _ =m= PENETR. "T' MAX. SHUTTER a y D LENGTH SEE -0 ?< ACCORDION SHUTTER t C T / SPAN SCHEDULE, SNA TABLE 1 _=0 N m 3m.yX DXAN H N C y M ,nyz EDGE DIST > P cm I rT m '0—ME G m I. 02'nn m �J AA� rl nDC-2pm2 a=n D-!2rff11m2y Q 'T T m7 2 cl 7^C plDilZm a Z� Q W - n7 LNZ �. mIaxi �inAxAm Zmm Om<Ei- r' m >r Co0 l:l•' nC= °zZX nmL T m0£a0 rn3 Kln •9 m a_ HR ALUM. ACCORDION SHUTTERS MAX. SHUTTER LENGTH, SEE '.CORDION SHUTT ;PAN SCHEDULE TABLE 1 LED BY IDHN W. KNEZEVICH PE 0041961 ON _ SIGNATURE; ORIGINAL, 51C;NED & SEALED Thornton•Tomasetti Group N m 3m.yX DXAN H N C y M ,nyz EDGE DIST > P cm I rT m '0—ME G m I. 02'nn m �J AA� rl nDC-2pm2 a=n D-!2rff11m2y Q 'T T m7 2 cl 7^C plDilZm a Z� Q W - n7 LNZ �. mIaxi �inAxAm Zmm Om<Ei- r' m >r Co0 l:l•' nC= °zZX nmL T m0£a0 rn3 Kln •9 m a_ HR ALUM. ACCORDION SHUTTERS MAX. SHUTTER LENGTH, SEE '.CORDION SHUTT ;PAN SCHEDULE TABLE 1 LED BY IDHN W. KNEZEVICH PE 0041961 ON _ SIGNATURE; ORIGINAL, 51C;NED & SEALED Thornton•Tomasetti Group Prhl hl.—Ilona P:\FLI\Pr Dlecls\KK557fi.00\Dr9wings\RI-sub\DS-575-09,dwq MC -W rD2vDs me >0 m? m ^ N :SmNx oma• n m N N m�I O' N G7 r O' rD r�a< Zf D c 1 6 ? -ioD m .. - So )m N U n 0 D m r m n w r x 1,t C 1 m o Om O Z LA 12/30/2p05 01:07:03pm m a x x ^ D y B N N S N ❑ D D D k K Z m zC �m M 3o I A Nv Z C m ❑mT p• DmD ` N am Z m Fr^ nam°o' xz7❑n3 A ja°x? D Q nz Z. n- °a I ml FLORIDA BUILDING CODE, 2004 N �r 12/19/05 12!04 MIN. Z c D Dmin nZ; 272 O{m a a N27P nn m2m ❑p : cmo mon Z J z O 0 D C3 11 yN P w ym -Zo Dx mmm , m 'lWK [m 0O9 n y D p O -I N D y m x c R C rD2vDs me >0 m? m ^ N :SmNx oma• n m N N m�I O' N G7 r O' rD r�a< Zf D c 1 6 ? -ioD m .. - So )m N U n 0 D m r m n w r x 1,t C 1 m o Om O Z LA 12/30/2p05 01:07:03pm m a x x ^ D y B N N S N ❑ D D D k K Z m zC �m M 3o I A Nv Z C m ❑mT p• DmD ` N am Z m Fr^ nam°o' xz7❑n3 A ja°x? D Q nz Z. n- °a I ml FLORIDA BUILDING CODE, 2004 N �r 12/19/05 12!04 MIN. Z c D Dmin nZ; 272 O{m a a N27P nn m2m ❑p : cmo mon Z J z O 0 D C3 11 yN P ym 9c: m 930 n y D p O -I N D { mova� N3DOm W r n ➢ Z / iO Z m y r 0�TT m ti m m D iN m2n ➢ r m .A f1 r m rm ,YyWmn .p m OnN": r xvy mN r�aW m>Orn r m r�mW � m cxx N°n 3NN Nam ^a mma a Z > T� o mmP O m Z r.,r D3z^I Zx x I/:m D-1 zZ Oa, ^D� ❑O na> m m m { N m m D x Z m ~ N C G DoH {N. -r c m -i5 2r .3O (p y 3C) OD rD2vDs me >0 m? m ^ N :SmNx oma• n m N N m�I O' N G7 r O' rD r�a< Zf D c 1 6 ? -ioD m .. - So )m N U n 0 D m r m n w r x 1,t C 1 m o Om O Z LA 12/30/2p05 01:07:03pm m a x x ^ D y B N N S N ❑ D D D k K Z m zC �m M 3o I A Nv Z C m ❑mT p• DmD ` N am Z m Fr^ nam°o' xz7❑n3 A ja°x? D Q nz Z. n- °a I ml FLORIDA BUILDING CODE, 2004 N �r 12/19/05 12!04 MIN. Z c D Dmin nZ; 272 O{m a a N27P nn m2m ❑p : cmo mon Z J z O 0 D C3 11 yN P rm N n y D p O -I N n mova� N3DOm m_ .L10. Z iO Z m y Z 0�TT N•ny°Z N❑Oi iN m2n m D rm ,YyWmn 9 m>Orn r I II /1 a Z > T� Z r.,r Q Y I i rp) m 0. -r @ -00 D3 0� mn INN Dmin {OC7 DI .2 aNx n•Dm D O I> r'my3� Z .. a{a mjc7iW ntm >Zr)m3m i rola Z 0 ,y r r�..<In. •^ DI x Om ZF'P➢ 0 ODK -2�0 ZC. yi.,BNmuln LISW CF m71 N I J 2 Z ra i1 C �m m m ❑ -1 X y N y _ Z m O M D X N y N In J i N Z O ro' Ow N C W r 2 m ama H 3m y= 0 .N -i m ^ m Nm 31 F r m r m - � 0 =r �i rlir r'i t, rl•. 1 � THE SEAL APPEA INC ON THIS DOCUMENT WAS L,1 -T 12/19/2005. THI DOES NOT CONSTITUTE AN EL HARD COPIES TC THE APPROPRIATE AGENCY WIL r ' L -t E5 HR ALUM. ACCORDION SHUTTERS ,t -- 7• 5_m r` a111riu4. �A �CS.pp/Cr, F.c 10RIZED BY JOHN W. KNEZEVICHPE 00I1961 ON ONIC SIGNATURE; ORIGINAL, SIGNED & SEALED LOW. EThornton-Tomasetti GrDup 33D N. Andrewr A—, Sulta 450 • Ft. La�d,,d le FL 13701 Tel. (9SY) 522-1690. fax (9547 522.7 691 . GOA! 7519 PrInI Inlorm.11—i P:\FLI\Pro Nols\KK5578.00\Droe•Ings\RI-sub\05-.575-IO.d.g AlConlu 12/19/200,5 12: 23: 12pm 12/19/05 12:05 D3 Pu: Zp AX 7P D jr� D x ^❑min r<a.,�r N j u, 20 ry M•- 001 yam' ATI �Z D D N p,�zo £mmx InA xD n r_ ,.,Cy OLl Zmr: r2� 0 D 3 O0 tae a 1)r O<CDc yZ ZZ O :DSPC OD r >> In 1) n CSuo 1)r DM K9 N p0 CNryum ON Sv1ye -'� O> I. m rNn > Z.n37p :o ❑a m 7Z 'ip mN O0 rn+rnE m 3 o DD �N�-a o❑L)y In ❑ EDGE T EMBED. rm© <M0 yO C, E o� Om 01ST. I DO N n1) nE m r /�\ r^ I n2 r r F T�i I m v m m In r I l D m mr In VIA II 3 ... .:.. •.. iDO> 1_ II O rn n• O SxD n^I'rn0 II .. z O C yD-IZ Cm= _ _ I Z 2 O_L Vt x �i In Ir, Dmm OO ` ^ m D a N zN1na -N1 m yp D= ym vnm^• 050 az L1� O 3" MAX, w �IAMO m O yZ-1032 DSP o 2 r mmCm-or2 N Z OOD n>D- 2: N:' NN31 EDS ,� £q\ sylr+ln� p zaom NNa -x MAX. SHUTTER •pnrn, Nm DSS <- DSr: INm"IO n m rzn z•Onm _ X LENGTH SEE >=mm yX .0 InO ONO>Z y P a ODSTIn y'm ACCORDION SHUTTER ^-Qaz' `an =rn� Irn3 zSDzyC d an_mmO <Na SPAN SCHEDULE, zCm2 �.H a-lD MAX.SHUTTER a'4> m03?3a Ll mZC'mn �20 TABLE3 Mrzm yz ❑X LENGTH,SEE OX cIE>0 ^' AL1r Zm i3 TM0 C8 -1m' Vim' Wiz?( >DrnnZ QT2 O a -CC Ta ACCORDION SHUTTER .4'C9 _ I =tn TimO z 0>Z m v N SPAN SCHEDULE, v N ❑ o D= A "1 2 TABLE 3 -?3 rn z=an >Om D Om ❑L mT2 to ON nEm n. I•Aaiu XA Z£paX 2 z MOm� -. ZXa N 'mwx nO. V' Om❑z f1 y� =Ory mmn❑ .0 >0 z mMIm r z=o0 C�s� °ate . O.L 0300 Om rn vDIO 9�rlli: El >n<^ 0 ri)-0 Do nr{m rn i y Tule °1)N nr' m m = Nm �N� 1)y m£ m m ❑ nom- 11 D rp3v^rElx rnE m 3 D •1)e ," OON yo EMBED. I� N 'vv0 rl 1 Nv.cNp-vi°❑ mO •oCyoC D DO ^1 n n N D ODed; mO EMBED. { N=❑I� EMBED. nm rn1' m 1)u3i mJ O In N N ?1)3O Z N 1, '^ 0 O m N m f1 i .. m E.mr Nlna _ n m 3 >ovnm I_ --- m o rD-r' 1)0 5x002-0. In Z I I P C yD-11-='01)2 n ---imr-0.v - rn .. _I.Z 2TDnC.Z mr. - _ -. -.nz W`-DOTInm O on. mn7 Orn.. �. 1) Z =x D nrnrnO m m r�TrTmO Nn Q. y-OAz O A�ODZ ym 1h -iD-ZCmz _ N i. 0 -> - aZj Ll z: yl =2❑�rZm P N -> -':m, C 1• 0 a rn Vii?Drnmr� �0 N 1 O -IZ^4D 2 r rDvrrn o y� Z a0>0xan =m3 0 .0 A7 m CI _ EcJ` Z' zm• _ �-1> MAX. SHUTTER Z C C --D7 z--1 00 r IDno i NNa zo 9% 0 rzn Zvnm rU, LENGTH SEE N Z O NDO I^rOn Irn3 •Onm i0 min O A ODmrTIrl nO 'CT ACCORDION SHUTTER = -4 ZyDyXa m I3 myD Dmmn OO rti o n1 a Na SPAN SCHEDULE. N 1)o^' NNa 2O MAX. SHUTTER aoX nOa? 1)v oz clzCmZ W. TABLE 3 iC T ,. m m m zvnm _ x LENGTH SEE Vim•.. '0:'zIna xD aalr Zm Z3 •{ 111 a P p ODITIn "1CTI ACCOROIDN SHUTTER •KC9 �1r Z'm zD On >DmmO ❑v T O O D^101Zi ylnp. SPAN SCHEDULE, 9=o Tm0 °Zzz oNo►Z z 72 N 2 nczJCZm `-=3 TABLE 3 Z3 ❑Oz ❑<n I. z=az r z Dv azj > n NNan 0-m!2 3Nmm n� Z =Si ^r• 1 MED IOm T)nTn T2nm•' i >= y2,n . ❑NOD= Z >Om V£p m -•Zxa �pa2'mmO Z lax x1) y0 _ ZCmz zCNZ 905= DO C1rz�mI 81'rZm ❑E>0. 111 mn7 mn0 �ZXm m TmO TmO O>z DDZ EDGE EDGE mz az �. pm'� 01ST. Xm Xm O m —P L 2 N m m D O ... r r 6 . m O DOa A -1x mg y 2mn >2Tn NP CLl NNr C,y �nrn mD.n mmp A = n- m Z 1, CC,Czm mz 'Ztmt17 X a� c Z mm7 rnm7 I rn i T O T O to ODZ. ODZ m 1)n 1)rzJ O Xa x � C Z � ff ED: Eng ym� I >Ca1- >Cr Ox NO Ino t -j Irn3 m prn m'n0 MAX. SHUTTER LENGTH, SEE •im x ACCORDION SHUTTER -1 AN qm X y N m -(C M SCHEDULE, TABLE 3 j C n -4'o m In 0 MIT 0 V O E F z z n. Ir,1 5� - '•� �+� THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOHN W. KNEZEVICH, PE 0041961 ON FLORIDA BUILD/NG CODE, 2004 111 !;' L,7 G L 1 2 /1 912 005. THI DOES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED &SEALED _ HARD COPIES T .THE APPROPRIATE AGENCY WILL FOLLOW. " f0Of15 •w Y O = a= J ?I h HR ALUM. CCORDION SHUTTERS - � i .nThomton- omasetti GTouP p �! 770 N. 04 1 And—, Avc„ Sulle 150 • {t. tauderdak, Fl 77301 •' (� o - .�J'_ Tel. (951) 522-3690. Faa (9111 5 137 691. COAL 7519 Wobdle:—.The G—p—rn •. 07 Iac,wc P �iyNo �^ __-. ...••'?a^, �" AeGcxrnb C.., l.c Co i hI D 2005 Thornton-Tomasclti Group,Inc. Pvr9 ` Pr&11 Information: P:\FLl\ProJecis\KK557B.00\Drawings\RI-..b\05-578-11.dwg MC -W 12/19/2DO5 12:23:21pm 12/19/(15 12:05 -y(� c ' <O to =° x c -y(Om ,. NNan mrz�mn pyp �vnm•' Sm yX Da^mN_Dm %;I� 0 Cl D n nnOAO -Dim aN min lm y Fit vv aao nr 9 yr Nim Zm n . yz EDGE DIST. y>i=m -Ci :T rn Dn C� Dnm pa oTnN 2m -iDOTyO r'n p I :• m07 N, amy -1N -IX n ON = W yam N ma=Sn m £ O p~ aN 1 r I 1 s�y ,m =S S NOS o rm W yn ny 9mXn D C:l L3 ^'2 c Ta. 1, ^yr O Z �0 m ZOmy S In A In m .5..._ Cl m0' < _ 0x DW D N _ r m • 0C i' -1 N VIS OC T N 9 a �+m r C £n2 O D T r 12300 p. -Y Zk Z2� Fq 9 p a D Nm 0 O = CImNZ •� Mcl ZN >E 10 "C. ,r• O � EMBED. IS m: o �2DC D O r Ni= D MAX. SHUTTER =i omZX LENGTH.SEEZX fO....mn ._..._ ACCORDION SHUTTER Ml a £ a SPAN SCHEDULE. jr o rag TABLE D= y=9 =2 Z' m rorn czm 3. ,.I z m z p aC, a� i —c �E W mrmDy D=i<yTmr xmZ � r ADO rn r Dj�QIpmmcm. W :E c,-<,c mmD+lLm=�OD .. rCOm�rD Dm mtnopZozZpr Nma D � m DOi�ODp2DE Z'IjCDamypy -NOamOm00mS 03!^NDCI_nry+IZ m -a mnD yam "IaNmmr <�n Dom-i�ymm-I =ymrnm"iD=m Zoxz'= D msymrnNX -y(� c x c -y(Om b %;I� 0 Cl D n 0 oa aao nr 9 yr 000000 ooin n >m G1 1 r I 1 s�y �0 0x m r 0= OOOO VIS a,0 �+m r f`r T r 12300 p. -Y Zk Z2� Fq 9 Nm 0 Mcl r Dj�QIpmmcm. W :E c,-<,c mmD+lLm=�OD .. rCOm�rD Dm mtnopZozZpr Nma D � m DOi�ODp2DE Z'IjCDamypy -NOamOm00mS 03!^NDCI_nry+IZ m -a mnD yam "IaNmmr <�n Dom-i�ymm-I =ymrnm"iD=m Zoxz'= D msymrnNX .i rii•: i..arr a O ,F1a . -t _ 'Jw F .'I)' -• • -:. THE SEAL APPEARING ON THIS DOCUMENT WA5 AUTHORIZED BY JOHN W. KNEZEVICH, PE 0011961 ON FLOR/OA BUILDING CODE, 2004 ; r • 12/19!2005. THl DOES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED \ 61 :i: _ HARD COPIES TO THE APPROPRIATE AGENCY WILL FOLLOW. 4 rBVI I •t Y 1 L: 1D O �� o� b du , uan L D `�. y ° t+tib HR ALUM. ACCORDION SHUTTERSL Thornton•Tomasetti Cs]-bLti) CJIF x l�j C- i N n 97x] - 33D N. Andrew, A-' Sullc 150• FL. Lauderd+le, FL 31301 Tel. (9 4) 522-3690 • Faa (951)) 522-1641 • COA 1 7519 D yr - 1 tij• 'as / sr i[z, we Web,hc:-.Thc Graup.com w co AaC.Cwl,plY Cu., i.a Cqpyright O 7005 Thornton-Tomamltl Group Inc. o � IDO Wvl A1cN.1R •Fun L..dard.,le, FL 373x9 -y(� c x c -y(Om b v - nr 9 yr >m G1 1 r I 1 s�y 0x m r nvZ_i' m0' m Nm 0 >E IS o a D O fO....mn ._..._ __....._�Z.._...... M. `' m rorn czm 3. p «o 0 VI 0 r Z Z• -1 -In C313 0m Drn< a cpm Nrn • r2F ran2: mr Z C. FrQ>c0 na a0 N t�mi� 41 I. Gr- D. = D ZO NL3m C `i ? a _ m mD C P�1 r III p "Mo RI TT T yOC NEa y 5F D N0 ' r D? Z r � r m r 0 z a � I Ll - A n x' r)p T sir- D �'c N ^<'m 75my a2 tm T p 2m ND o I��l Om yN Ally. D n D \o - z \\ `cCo < O i I*I M I �\ 'i \�- 4} L m N 1a O'm'IS III zDm oro II �a 0 .i rii•: i..arr a O ,F1a . -t _ 'Jw F .'I)' -• • -:. THE SEAL APPEARING ON THIS DOCUMENT WA5 AUTHORIZED BY JOHN W. KNEZEVICH, PE 0011961 ON FLOR/OA BUILDING CODE, 2004 ; r • 12/19!2005. THl DOES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED \ 61 :i: _ HARD COPIES TO THE APPROPRIATE AGENCY WILL FOLLOW. 4 rBVI I •t Y 1 L: 1D O �� o� b du , uan L D `�. y ° t+tib HR ALUM. ACCORDION SHUTTERSL Thornton•Tomasetti Cs]-bLti) CJIF x l�j C- i N n 97x] - 33D N. Andrew, A-' Sullc 150• FL. Lauderd+le, FL 31301 Tel. (9 4) 522-3690 • Faa (951)) 522-1641 • COA 1 7519 D yr - 1 tij• 'as / sr i[z, we Web,hc:-.Thc Graup.com w co AaC.Cwl,plY Cu., i.a Cqpyright O 7005 Thornton-Tomamltl Group Inc. o � IDO Wvl A1cN.1R •Fun L..dard.,le, FL 373x9 ' Prinl In lormalion: P: \FLI\Proleelz\KK5576.DG\Drawings\RI-sub\05-576-13.dwq MCG to 12/19/2005 12: 23: 41 FLORIDA•BUILDING CODE, 2004 }1 MIM d7 ISM M- 12/19/05 12:08 'WOOD Dn N Z > D m I�=S of =wo o n _ xN o nnanyo nO a2�>Zr O A DZ L'1 N b y a�I=00 09 '•I D N r omN in _ m= D 2 m n r 'n O Cl 2> Cr d W O N N C z 'Z > VD, n ❑ C a w 1 r E -m n2% Z W ,n P o n 2 -. W�=oo� 2 1• N p b r n m K `— y m r a w Nm D ma_ O D Z NyCj � Z y-2 _VDN m rn2 n S m^1Ll Om❑ nnx am Da D In M m cZN mp7P 2-n O a Z-0 Z = O y mmC 0 m mo "' OmN-'' ❑ c O p < O m m �% N K% N P 0 m J� J� ©Z v y n m i • n' x > ! m X, N x \I N. f N C W N oa N D Z V C, �p N f O m m I kyr U-4, r= n x N r D o m not CZi a o m-9rn O y a —n mo, Gl O "0 ==y n W=T NMC -n N Z O O .• N nn m� (nDI MCI mna rz O O. j mr -cm Z OO m= 2Zm ® m ❑ -i C D D > y y Zm -0 °zzz ® D EL O p m Z •... ®• _P FLORIDA•BUILDING CODE, 2004 }1 MIM d7 ISM M- 12/19/05 12:08 'WOOD EXIST.STRUC. I�=S of =wo o n _ xN o nnanyo nO a2�>Zr O A NynO >>ro m❑P ZLpZ O Z a�I=00 09 m � n omN in _ Wo m W Z q.m r�mx;-pa'E� > P E n 'n !• ✓r P P � d W O N N C z g v W � W ❑ C a w r E -m Z W ,n P o n 2 -. W�=oo� 2 1• N p b r n m K `— y m r a w j 9 ❑ N y o D Z m d m J PN f W N G r� N U'®mN,E Nj<E qaD ❑max N yx Dm w am >IDnrD't rOL1 Dm r❑nlpnl rnn -1VIm" x >Cny ❑yo I DypmLTgp V'mjZzz m mMI LZ N ICD O -am D jam Oyow ZVZN 1nm VI,L L�rO DN y r Sinn, •1< n -1D -CSC n Dnxo �i Op a m .ZDN xmm-Dim v�Dn opr mn=n N rD>p W u ED N mD > Nx fmjr- OZr Z'1 O~ x yy2ln Dn D O =DDD❑IrEi m<�i pNm -lypp r-I.O<on n -m a Dxx 1TmNm _1 0 m mN m pDy XpyZ� O C Ppy - -❑ -1 m'TZ rn mn_ MZ ES D mm rI"nrm-ay NDrn ?x� Z -o > pr-1mi m �. n= 171 =z °r^rn�z zmE mro �❑pi N 'm DmO gP� ZD mj >OZD Zmp N^'Z Op "Z ❑m Om •'1m Z aC ma0a Cpp L1D =>pm a ZNZ 90 I. a N DI Do cl pNT yn rTy❑-1 _ Nry <A V❑ ❑ ZE D In mVm O m S E >T m0>T faD Na -1, a2 m Cnm � ry❑� A n Z; NrnNy ir^j =p ❑ZDm H -1-i S mei yp m EZZ D> ;D T mmX A.'. m D OZ jj T 0.0- r D• rm <nxE i uy g2 m m n rz� ❑DE mMIC m1D Dq- p j ZZZ IL O Cm nnjC DPO D'I Z{O , 00P COy ` -E -i Nj NEZ❑ nC NZ "19n y�Z a D Nrn motel , Co >a z3 4rx� T mpa j n S7,mOEy 9mD �D xmpD n nnn m=❑� D r,n r" Elno y I O yay ° < v ❑T NyO= >EZ OmZ Mo Z 1nmC CA y -20.2 m n ❑ Z nm D r�, D cZi D 0Z❑Nmpn ZD n❑o •1 j m a= p NCD ODZ ❑y ZZO y zma oZ > ED y❑u r=a0 0a myp Z N mSy yOn = TN Dr Wm <.1 ZA _mj ti Dzp 2Z m N aZ mm rA aC)Z y�! =0n mor mi N m rn aa. HR ALUM, ACCORDION SHUTTERS 'r I Oi.i.u.n. sC.C.PP4 Cw l.c ' lOe Werr MrNcl .f wd f'urt l.ud.rd.h PL )3309 (0In ZED 6Y IOHN W. KNEZEVICH PE 0041961 ON _ SIGNATURE; ORIGINAL, SIGNED & SEALED Thornton•Tomasetti Gro 7A.111-1—A- s�11, Oso El. L,�drrd,lr, EL us1 ,'954) 51]-]690: {„ (9541 5214691 . COA Y 7S I Application Number . . . . . 06-0 Property Address . . . . . . 1118 Application type description RESI Property Zoning . . . . . . . TO E Application valuation . . . . ---------------------------------------- Application desc HURRICANE SHUTTERS' - - - - - - - - - - - - - - - - - - - - - - - - -I --------------- Owner -------------- Owner ------------------- LEKER ATLANTIC BEACH FL 32233 ------------------ - - - - -- - - - - - - - - - - - - - - - Permit . . . . . . BUILDING PERMI Additional desc . . Permit Fee . . . . 40.00 Issue Date . . . . Expiration Date . . 2/21/07 ---------------------------------------- Fee summary ----------------- Charged P ---------- Permit Fee Total ---- 40.00 Plan Check Total 20.00 Grand Total 60.00 PERMTr IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILDING CODES. T OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 033801 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 ------------------------------------ iid Credited Due ------ ---------- ---------- 40.00 .00 .00 20.00 .00 .00 60.00 .00 .00 BEACH ORDINANCES AND THE FLORIDA ss CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Building Department Public Work � �1-1 J'31 �� 800 Seminole Road 1200 Sandpip�r Atlantic Beach, Florida 32233 Atlantic Beac#, (904) 247-5800 (904) 247-58314 (904) 247-5845 Fax (904) 247-58 PLAN REVIEW COMMENTS Permit Application # ��PA Q Property Address: U L 1 Applicant: Project: This permit application has been: ❑ Approved as noted by the Final application approval mut ❑ Reviewed and the following ite> .Makowski & Public Utilities Departments ig Lane S. Doerr Florida 32233 R. Carper D. Kaluzniak Fax Public Safety i I i i L C. 7— 1 l Department. come from the Building Department. I s need attention: i i f i Please re -submit your application when the a items have been completed. Reviewed By: Date Contractor Notified: Date: WINDOWS, SKYLIGHTS, Please submit (2) complete sets of plans with application. Job Address: (1 $ SCJV\I � U C - T. CAVI-ri c- &),I Owner:_L C Address: ll l Legal Description: Block Number: Lot Number: Contractor: 3e-r\--Ap0 Q -\i F0 �)em d z. vis, Sf Address: + a70!2 /�l y 0> c „1 City: oci, -��-? -,I Ike, State: �-- Describe proposed use and work to be done: S1741A7s 1•��-�/per Present use of land or building(s): Valuation of proposed construction: Is approval of Homeowner's Association or other private entity i application. Required Building Data: Mean Roof Height 2,5 (ft) Building Width Roof Slope Window Height Window Elevation from Grade LJ (ft) Measurement from corner of building to window Number of windows being installed /U /�- .r 1MY14-! 800 Seminole Road • Atlantic Phone: (904)'-147-5800 • Fax: (904) 247 (I CITY OF ATLANTIC BEACH AGE DOORS, HURRICANE SHUTTERS 3Z-1132 Z 33 Phone: Zoning District: License Number: 644 — Gk5 7(P6i7/ Phone: /®q — 23/—;SSII! 27-0i Fax: FRY — 73/ /O/Z- Pax7 ezIr alt e7CCox-c�,11-0� A10 If yes, please submit with this rt) Building Length (f$) ft) Window Width (ft) Mean Roof height Florida 32233-5445 http://www.ei.atiantic-beach.fl.us Page 1 Revised 1/27/03 n'nridA Building Code Online 1 BCIS Home I Log In I Hot Topics I Submit Surcha IProduct Approval USER: Public User Product Aooroval Menu > v a�x�""^•t�;nwtr,�p+tet wnlM i '{�i• a �ce�r`tlxuri TI FL # t�tR�.��,a y �tll 4171 �� Ilgrol. I"yk3��1 = I �Ipn ilk h111��1 .,Application Type Code ksi"AJi� Product Manufacturer Version �'� W^MYgtVM gWA;.T'y�rtf'' ry. OM Application Status v a�x�""^•t�;nwtr,�p+tet wnlM i '{�i• a �ce�r`tlxuri TI Comments an ,F i jx'x Arch ivied p4'11f�� MM "g. KC" 11 ! ��i.=w. Product Manufacturer snld c �h�, Address/Phone/Email - Ew��'�"IFR 4G4UEi�1'i�Y,�4N*3Ft TxNw� i b A}' angy7w a+Ral�'FS � R1R�"' R .Ii'n%"f yl 7orysE>"t Authorized Signature ... r 1hrU `�t"il ��KSP�C7�R GEN�13Rf�� rsI Li��tl+r�rt, Technical Representative nr Address/Phone/Email s7ir�t�luwnl>r�w�e,5a'�rF%k i>'xy+l '-� Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Page I of 3 7 - t � I :h'Ir4'ttll Gert j iT }( L,ri IYSR Stats &Facts I Publications i FBC Staff I BCIS Site Map j Lin > Application List > Application Detail IFL2249-R3 ,Revision 2004 �pproved copy own and Co I untry Ilidustries, Inc. 400 West McNab Road �t. Lauderdale, FL 33309 �954) 970-7700 Omj@tc-alum.cbm adimir Knezevich k@knezevich.com Thomas B. Johns,fon 400 west McNab Rd. Fit. Lauderdale, FL 33309 (�54) 970-9999 tomj@tc-alum.com cutters :cordion 'aluation Report from a Florida Registered Architec sensed Florida Professional Engineer Evaluation Report - Hardcopy Received Jahn W. Knezevich -41961 1orida: %11�.Inc, Code Online Quality Assurance Entity 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 Su'umitted Date Validated Date Pending FBC Approval Date Approved Page 2 of 3 National Accreditation and Management Institute ORLANDO L. BLANCO, P.E. Standard Year ASTM E330 2002 SSTD 12 1999 Method 1 Option D 12/31/2005 1/5/2006 1/9/2006 2/7/2006 Summary of Products FL # lMpdel, Numb.er'Or Name Description 2249.1 F6.8 and HR Acco dion Aluminum Accordion Shutter hutter Limits. of. Use Installation Instructions - Approved for use in HVHZ:. Approved for use outside HVHZ: Impact Resistant:' Design Pressure: +/- Other: Use of these product shall be in strict conformance with the requirements of the reference drawing prepared by TTG, �nc. These products are NOT suitable for.installa ion in the Verffied By: Evaluation Reports PTID 2249 R3 T 05-578 DWG 68 -HF 12.pdf PTID 2249 R3 T 05-578 Report 68-S 12 R3.pdf High Velocity Hurricane Zone. These products may only. be installed on concrete, hollow concrete block or wood substrates. F r all other conditions site specific design shall b by this office or our delegated engineer. Shu ter spans . less than 32" are not acceptable per the provisions of SSTD 12-.99. 2249.2 6.8" Accordion S ',utter Extruded Aluminum Folding Shutter Limits of Use Approved.for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: _ Installation Instructions Verified By: Evaluation Reports Design Pressure: +/- Other: Use of these product shall begin strict , Plorida.Building Code Online conformance with the requirements of the reference drawing prepared by TTG, iInc. and comply with chapter.61G15-23 of th� Florida .Administrative Code. These products, are NOT suitable for installation in the High Velocity Hurricane Zone. These products may only be installed on concrete, hollow concret� block or wood substrates. For all other conditions site Specific design shall be by .this office il`or our delegated engineer. Shutter spans less than 32" are not acceptable per the provisions of SSTD 12-99. 2249.3 JJHR Accordion Sh tter Limits -of Use Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other Use of these product shall be in strict conformance with the requirements f the reference drawing prepared by TTG, nc. and comply with chapter 61G15-23 of the; Florida, Administrative Code. These products are NOT suitable for installation 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 be by this office r our delegated engineer. Shutter spans les than 32" I are not acceptable per the provisions liof SSTD 12-99. Page 3 of 3 Extruded Aluminum -High Rise Folding SI Installation Instructions Verified By: Evaluation Reports :!orida Puilding Code Online fL, i E�Ii ,Iut' �iGpF .C..•. ....iW T �•,x�ygA'Nh�'Y4�rl�y,fr�.�,$r�.j.."�N,'�y71jw ry',ryk a''h��r"r'YS, s'(k iry 7aliyy4 y'y�1 TA . ry tM1 `}'�i+a!iA"a 4I+.I7iAp. MIR w �M-191170 �, �LhLPiI 3�G�p " �T rZ.2 v • ,M� +N Tt4y} ue'�nRnr*�-tl '7asCstr+imJ, l� «sir a ON qT �'ra775rC1.°ui '+RMphW7+Fa�.tY.� tM' FaitM iZ A. Ip q M ��1k�.��IfA]'♦"1M Tt 4+%�F •N '%± tN'{w' "'Y✓rI• SWF �h vulw,w wy�i{Hi t'n�'", BCIS Home I Log In I Hot Topics I Submit ry Product Approval USER: Public User Product Aooroval Menu > Page 1 of 2 ) p 1Y f ,, , � � M IIF.. -IL✓,f NY1C ' # rY it Y .!r, 14 ric.Y r '.i i�.l' �F J4 . �1' c'�f G•- +(rl I yi H tlAl''tf.�/^'.F z :.a"a..t.:� � :ir.L•�«:...Icz'.�..�-•..:.a u;�e;'i�::.b.rr_:rall. ,-:um3+±trc_f e Stats & Facts I Publications ( FBC Staff BCIS Site Map Lin > Aoolicatlon List > Application Detall > Application Checklist Form #: 9B-72.130(3) 1. Verify the method of demonstratijl g compliance is from an entity approved by the Florida Building Commission. .AFI 2. Verify submission of the evaluato may be a test lab, certification ag Architect or Florida Professional E Certification listing or evaluation r 3. Verify the method of demonstrati suspended, recalled or revoked. 4. Verify the product has not been rf W_I 5. Verify the Code sections and refe demonstrates compliance. 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 [led or revoked. nce standards for which the evaluation 7l 6. Verify the method of demonstrating compliance indicate any limitations on the use of the product, as intended. 7. Verify the manufacturer installatic�fl instructions are provided. 'gi: 8. Verify that a quality assurance pr'gram audited by a Florida Building Commission approved third party quality assurance agency is in place. To the best of my/our knowledge,',the 'product, method, or system described in this application meets or exceeds he'Florida Building Code requirements and reference standards listed in thea plication. Next DCA Administration Dep`' rtment of Community Affairs Florida Building Code Online Codes and Standards 555 Shumard Oak Boulevard T'llahassee, Florida 32399-2100 (850) 4B7-18;14, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State df Florida. All rights reserved. Coovright and Disclaimerand Disclaimer Product Approval Accepts: •w ->N N. r ,-viryl� Thornton-Tomas'ett7 aC TTG PROJECT NO.: K.K5578.00 Evaluation Report E: December 30, 2.005 PAGE: 1 of 3 FBC EVALUATION REPORT NO.: FL2249-R3 CODE: Florida Building ode 2004 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY ACCOIdlOn PRODUCT NAME: 6.8 & HR Accordion Shutter Town and Country f Industries, Inc. MANUFACTURER: A Division of AB[iSupply, Co., Inc. 400 West McNab Road Fort Lauderdale, FT, 33309 This is an Evaluation Report issued by John W. Knezevich, P.E. (System.ID No. 1754), to Town and Country Industries, Inc., based on Rule Chapter No. 9B-72.070, Method 1(d) product Approval, Florida Building Commission, Department of Community Affairs. These Accordion Shutters have been evaluated ard 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 validity. following any code changes, to maintain its Evaluatr6q,Rep�rl e edXb, THOI�tTO§�TIi�pUP, INC ,k y John] ne ch, ' rJ/✓, , Vice Desi ••'. ��`✓ o` Decembe�3b Florida LicetSsejQ, ;pE1961 Florida COA No.: 7519 The seal appearing on this document was authorized by John W. Knezevich, PE 41961 on l 1/18/2005. This does not constitute an electronic signature; original, signed & scaled hard copies to the appropriate agency will follow. 330 North Andrews Avenue, Suite 450 ■ Ft. Lauderdale, FL 333011 ■ 954.522.3690 ■ 954.522.3691 fax ■ www.TheTTGroup.com Offices Worldwide r� �µays iae r �ti� Li AI y ThorntonTomas etti �o U TTG PROJECT NO.: KK5578.00 2.1 PRODUCT EVALUATION DOCUMEt Town and Country Industries, Inc. 6.8 & revision one, dated December 19, 2005, Group Inc.,'(TTG, Inc.), signed, dated and of this Evaluation Report. 2.2 TEST REPORTS • Test report for -Uniform Static Air Press successful testing of impact resistance ii prepared by Construction Testing Corpc (HTL), and are listed in the referenced c • Tensile Capacity of aluminum alloy E8 -03/A370-03. 2.3 STRUCTURAL ENGINEERING CALC Prepared Rational and Comparative Analy; anchor calculations. From these analyses, 'Schedule was prepared for both the 6.8 Aa design load (PSF) schedule was also prepa: span conditions at specific design loads (P: both accordions. No increase in allowable stress has been The Accordion Shutters satisfactorily pas with SSTD 12-99. These Accordion Shul windborne debris, when installed in' ac respective drawings, prepared by TTG, Inc These Accordion Shutters have been de; Schedules of their respective referenced Evaluation Report E: December 30, 2005 PAGE: 2 of 3 R Accordion Shutter, Drawing No. 05-578, with a ets 1 through 13, prepared by Thornton-Tomasetti aled by John W. Knezevich, P.E. is an integral part re in accordance with ASTM E330-02 and conformance with SSTD 12-99. Reports were ation.(CTC) and Hurricane Test Laboratory, LLC awings. was determined in accordance with ASTM LATIONS . s of Accordion Shutter performance, as well as Maximum Shutter Span vs. Design Load (PSF) Tdion and HR Accordion. An anchor spacing vs. d, indicating maximum anchor spacing for given for each type of anchor used during testing, for in the design of this product. d the large missile impact testing, in ,accordance rs may be used to protect glazed openings from )rdance with the limitations indicated in their to resist wind pressures as indicated by the Span Igs. k 4 , r41 . K Thomton-Tomasett7 ,. TTG PROJECT NO.! KK5578.00WWI [ �. The maximum anchor spacing for each t found in the Anchor Schedule of their rest These'Accordion Shutters are to be in notes, schedules and material specific YOUr, Evaluation Report ATE: December 30, 2005 PAGE: 3 of 3 of anchor, shutter span and design wind 'load is ve referenced drawing. in accordance with the typical details, general found in their respective referenced drawing. See General Notes of the referenced drawings, unless otherwise noted, for material specifications. All dimensions of comp nests are indicated in their respective referenced drawings. Anchor specifications includin acceptable substrate,. minimum embedment ed e distance and manufacturer are indicated in he referenced drawings. g • Use of these product shall be in strict drawing prepared by TTG, Inc. • These products are NOT suitable for ii These products may only be installed c substrates. For all other conditions site delegated engineer. • Shutter spans less than 32" are not ac with the requirements of the reference allation in the High Velocity Hurricane Zone. concrete, hollow concrete block or wood lecific design shall be by this office or our per the provisions of SSTD 12-99. • This Florida Professional Engineer doe not have, nor does he intend to acquire or will he acquire, a financial interest in any co any manufacturing or distributing products tested or labeled by the agency. • This Florida Professional Engineer is not owned, operated or controlled by any -':.company manufacturing or distributing products le 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 pIrforming an evaluation does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. In l orm a lion; p; I- sub \05-578-01.dwg MContu a�ri Hi n'ilq, FLORIDA BUILDING CODE, 2004 ( VI 1011d ' y o � Z na dale 6 esari filar; ;. A • - 1; •Q £ '� O3�o. '--- m Ul_ 7 •v, m; 'Pill ~�'a =� HR ALUM. 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' eY n O o oa dm• b feel 1d men v- HR ALUM. ACCORDION SHUTTERS �' •rT •• V" VU t;2 L� Y, `o �•�•r•• w ,�a?_y.s�-Y]°K x ,r:�, ,/(//J•�Jr(%)>:i%f2x.o,•T� ThoWrenbdtteo: •n•ww•Tom rasp ectmti Grou p l" A. 33 N,A 9S lia derd•k, iL33301Tel. (991) ]g'�',TGu1'9oCOA 1 7519 T 12/1 I' 2.943" P O ti D a n x� m men A- o xm Dr Ln ~ T r N j N y m I T N O _ n D r C rn y4y m D 'r r. T m N r � o O n D D � r C r • m � x D D m r r T m � an N r ^' r l9 FLORIDA BUILDING CODE 2004 ��'9 THE SEAL APPEARI HARD 2005. THIS _ ___ . i nn Iunt; URIGINAL, SIGNED k SEALED ' �, L. HARD COPIES TO HE APPNOPRIATE AGENCY WILL FOLLOW. ' eY n O o oa dm• b feel 1d men v- HR ALUM. ACCORDION SHUTTERS �' •rT •• V" VU t;2 L� Y, `o �•�•r•• w ,�a?_y.s�-Y]°K x ,r:�, ,/(//J•�Jr(%)>:i%f2x.o,•T� ThoWrenbdtteo: •n•ww•Tom rasp ectmti Grou p l" A. 33 N,A 9S lia derd•k, iL33301Tel. 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COA 1 )$19 A Oi.ivi.. /4• eCYn Ca,/.c✓✓✓ � Web,h. wv w.The Group.ro PrinI In I.—Ilan: P:\FLI\Pr.J°Pls\KK5578.00\Dr°wln9,\RI-sub\05-578-05.d.q MConlu 12/19/looS 12:22:19, 12/19/05 11:59 N 3 o w D£ O rn ➢axei ZOAX DOFr� Z £aD� Om N �p OO > z I"au o Zmr\ n£o ZD n ^ CTP 8 :yy pL1 °A3n �� Ar �I: ONQ LP':r c AON I ISD 0 n n y 3 OD D a ,Oc Nm Dln mrnZ2 y Oln nPm m a r� :O C, Z-1/2" �= aN EDGE vp rn m oZ Tn3aapNoF A m m 01ST. Dp EMBED. jO y vOD� O � r I m D N I n m D r I I 3 vZi m r '• I I m O N 11 W I O } m EmrinNA 11 C3 yY 0•pnT Y Z P C =z-Din0�2 Z =Z p.r zm o ITT ITTN X � � tnn?• i P °• N Ztnm� _1 m Qpp AT .rgOaz yLm1 3•'MA%. W OD=mnZ nNp• aZ £mom Z r L➢'120rnz N 'I, O -Dj Z1DDp N�f In InA £n� Em` yDmng v Z =--pl zmxa myy MAX.SHUTTER-. vnrn '•,Inm aSr W aEr Slnmm C p°z >vllnp p . .➢=-nn• m °X LENGTH SEE nmm0. ^1X tn0 =° Z�'DZZ ~ O p 0D2Tn 'Im. . M.Z b N z m 3 r^ mrnp -(C T ACCORDION SHUTTER zcn1z cy atiD MAX, SHUTTER m-I➢ vo2n a II ° Dr'°az •p0M SPAN SCHEDULE; Llrzm a0 Z m 0ZCnlz ;-2° TABLE m rmn� cccli -1m' LENGTH, SEE I. L1£3•pr" acl r-zm z3 .0 m vCp ACCORDION SCH SHUTTER voiD mzxa ''... 3NTmo, nz An -=3 TABLE 1 -_= ozomzz x�m s'E°^ az zo°vx 9n O aos Zp aX 2 nO or, no min 3'.=oTr C'O pnp o n 1A -mzxa Otip seyN jP ZTxpzw= cl 7 Z0Z r °o ZZ) rn VI r 0 nm{m vNiO �oW�N cp nr'K-+ rn z 0n'c .per S W n y m C ?TPyNx pN m£ m :1 ap9iu 7 • 7p°I\.rr�rs m m °�BOz of -10 EMBED. j'00 ms <.mo aVaw:N '-0,r0 nm DnN a D° ~ Y ^ p<g p; m° EMBED. NSn2 EMBED. m1>n^, m IRc°= N m TOT O ph PV n N �I0 0 m _ r W-1n�yxTn �- p D m o =�➢nmm0 D O C - W , £'1'001 IT J- 1 I• iZy p °LZ1mzTaZ - n w' Z xXanmm�7' L1 v m `• r 'Ib-iz�m2 - N p t (m'1 o°arOD° G n' r=TD T'"� V1° N np0~a Zyz m Ll •' p VI P ' < C W O p r O Gl �. Z -Di2-,Mxo D D..{O➢2 tim o nNO, AZy £�� -• E°\'... I,Z ZyZyXp my= HA%.SHUTTER 2 Z y°2.y N Dorn .II 07 W Na 1 In vla n£mX I mOm zvnm+• nox LENGTH SEE H . -1 Z.{DyX71 2m2 m 3 9nm = mN 0 a OD2mn -Im A 3 Y=Tn r-1 rnmp ,CCT ACCORDION SHUTT = Int porn _NNa pOn MAX.HAXSHUTTER aoX nrnmp O p.Z ° LD'1_o MZ 7y.o SPAN SCHEOUL , 0 m m z Z ., X LENGTH SEE ppz n Cnrz ,•= TABLE 1 r71 ° m 09nm ym. ,qm•, ZCmz 9�c° pZrzm :z3 D D=Tn •n ACCORDION SHUTTER -CCT Glr Zm D n ➢ mn 0 ° DSO A2 -0 V C) SPAN SCHEDULE, 9olpp mm °=z° :1 F c i � �}�7 Z Anczz .x= TABLE 1 -z= o 012 z °,Azz p N r z z D �p �I: Z= SNTnIp LIZ OZ S ��' y l� Vnm�°So tnmn VnrnN OtnnZ2 DOm a£O m DZmp mz DZmf1 D2mn Z= n XA -10 Inmv, nDa2 nOA20 nOa2 m cTiEnom m° nXlf. rc-Zm nmzmn n�zm zXP r Com' mrl m7 mnn _ m 'n 0 Pr T .nm77 OSZ Os DO ODO n c° any} EDGE oN EDGE A z az7 OL1 m ➢N p 32 S In m 01ST. DIST. Dpm Om GE 9N > C Xa X X 01ST. I" DIST, m c) �a 1 , O v m oa " o .0 X n zCC s mnp aq N Dp -i rD-> z 1,az Nr Na v, aN m r Nlna I ` O nmf1 RAIZ m 9nm n' m7 X CG1 W C X normo I' O A II C y ZCmz O N vnm '-IX i' n I t•l +� Z Or Zm OD=Tnav1 O mn nrrlmOC '.=Om o In m O A Z n 'm y ODz nrZTC '..a A pn Ec: £nr mm�rn r1e£C Z y F.O. I^rnr w I c , pZZ £nom c Xa m 2 Sm3 n �� >c 1: W DC ry Oyc m AOX MAX. SHUTTER MOD yo h =m 00'On 3 LENGTH SEE - X XA h, m 3 =m33' O D •Cca ACCORDION SHUTTER _'m M"'> HAX, SHUTTER p0➢-=yAn °=o SPAN SCHEDULE, Torp .y m' LENGTH SEE x <�_ 3 TABLE 1 3 < C T ACCORDION SHUTTER -~CCT v r m cziv cZiv P=0 SPAN SCHEDULE, vlo 0, 03 z ra�rl z Z TABLE 1 z v In 0 z z FLORIDA BUILDING CODE, 2004 1 r b/ry L+ G i THE SEAL APPEARI C ON THIS DOCUMENT WA RIZED IN IOHN W. KNEZEVICH PE 0011961 ON I Z/19/Z00S. THIS DES NOT CONSTITUTE AN ELECTNONIC SIGNATURE; ORIGINAL, SIG'NEO &SEALED C II HARD COPIES TO HE APPROPRIATE AGENCY WILL FOLLOW. N rev ions r - aa =a HR ALUM CCORDION SHUTTERS MM d.,a b e°°.a 'le " ' r i Thornton•Tomasetti Gro up cns o 'rl.r.rlw I ne �: o'� {7 730 N. Andrewr Arc, Sulle 150 • Ft. Laudvdalc FL 3 3301 u....r TeL (9 h1) 077005 Th (95/) 523-3691 • COk Y 7519 Webrlte: www.TheTTG°uP.ro y�E�✓'• m •„ m 9 Z= N 4-.. ......$3.' �Y /LJ1C.Lww/Y Cr. Jnc [OOVrIn nrntnn_Tnma,.lri f.r..,.., 1... • Prhl Information: P:\R1\Pro)act s\KK557B.00\prowln9z\RI-.ub\05-576-06.dwg MCantu 12/li9/2005 12: 22: 29Pm O \ N T a O r O m � x O �• ZOpmX n yyDON :0'Ex1 --mlm�=LZi �vFrn r'sE�i moIC m O OD y Dpm Z O O N OJ L LF zn y AN O n NNpO 7nrn DSTn zmmp - n Ctm n MLX TTER 19•F SHUTTER A 2= ACCORDION SHUTTER SS� NAY SPA«-SCHED,. TABLE I 3 n I L N RI Xam SPAN Del Or DD aN A omm� yr pp zmmp - n m S p31Z 19•F ;1� I'• 1 � 1I� m •� m 81mZm NAY cull? re n mnrl L N RI yZ2 SPAN SCHEOS TABLE Sn 'n 0O -1 S Dom XC xa _N n D nr r-� r ar •� m Z r r 3 y � y o in =2 O= 'yOry yN =0 m ^� < N >F � z ^ 0 rn C m Z O r m➢� ICZp n N aGr yDDn\ On lflaT.' . _Z )- m 0 N o ax C11 D:. \ -i Iv CIO,p m m0 )-m- CIO ILu Ll O Mnm r3r C a 10 a 8 _ n 'nm T Oa CN mSrEl m22r�D m N 0 m yC= 7J ppm Dm np Sn OL '� rn2 DNZv C Sly a e mD ma D nN 'D mom xz Fa Z -i p C N 3 T yp C I m m Z TO DO q z m y x £ �mEN,•, rm aN>�r ZZ, T EO r ➢? 2 i m C n Z r rn m r _O r� y Z Cl x cn'N o coo I I Tymy Aral K TmNp Omom y"* Wm <v 'D TyTi r Im'- JO yr pp - n m S •C 19•F ;1� I'• 1 � 1I� m •� m .e T p y zs m mr p N r �a 1.1 'n 0O -1 M 0 P O FLORIDA BUILDING CODE, 2DO4 o coo I I Tymy Aral K TmNp Omom y"* Wm <v 'D TyTi r Im'- JO Oy - m ZD I mm O yr pp - n m S nK •m O p ;1� I'• 1 ➢� .e T p Oy - m ZD I mm O yr pp - n m S nK •m O p ;1� I'• 1 ➢� I: X N T p ' I mr I O v N r 1.1 -1 W O u _N n D r-� C Z Z r r 3 o in 0 > �D 'yOry ti < C W D N aGr yDDn\ On N o ax C11 D:. nN3 'z pXrnB ZT£VFi D -� CN mSrEl m22r�D m N 0 I '9 y - O pDN N v Oa ' i y D C m Z n9 xD Ln y mC rn y Z Om -i p C N 3 0'Z z y x £ �mEN,•, rm aN>�r ZZ, T EO i m C n Z r MAX. SHUTTER LENGTH SEE ACCORDION SHUTTER SPAN SCHEDULE, TABLE 1 C -XI ^ma py ,r t DX CSX NmOmy£m I' yN '''C In N22pp0> BSY y rNy OaCNOO�OCx r0 0M CDm' 7P m� X mNmNmT ivm ; T p i m r � DD ym >z3DL N p yyx nm-�\°, I ^TO moz:r D. CnSW '� p Gap1 X T i3 mmy I NXm N . p O£�\ W 0 i THREADED Sm:, PENET R. "T" MAX. SHUTTER "'yD LENGTH SEE p p X ACCORDION SHUTTER ym T 9N SPAN SCHEDULE, a TABLE 1 m <�vmm� T •• �DDmmnDn_ w n( 0azn •�SG1 rC mz E3C •T mr� p> I n yDT D �<y ONpDZzm_ -1 A.nNZI Tm➢OAZn nip £� maXa pp<\� m `> r c" y\ O� 3 T NnuCi3 2SD azzX nmL T m a 0Ep rn� y In HR ALUM. ACCORDION SHUTTERS . ''7, /<i,Z mD OT y0- Dp mN --DTI ^IOD mjnzm yra^ DISTANCE 9D=^m vOVZy 0Z2Ip' n Dn S '1TC2 3m D e mp=im i. Emo my aX 'n m2 O mN aZ Cy T p rmW D0 n- DmCNyO r yz nym o z T CLl Ll a) WD, G m Z 9 a yi m DWI > I N N. mn OC y MAX. SHUTTER LENGTH,SEE CORDION SHUTT .PAN SCHEDULE TABLE I ZED BY IOHN W, KNEZEVICH PE 0011961 ON SIGNATURE; ORIGINAL, VI NED k SEALED Thornton•Tomasetti Group Prhl In formgllonl P:\PLl\Pro)ncls\KK5578.00.\Drowings\RI-sub\D5-578-09.dwg WConlu 12/30/2005 D4:07: 03pm w Pu P7au Aw ma A ,'IDN tr ' Cxx mN D T nD 'Z C DX �<� m� P •'I6 i5 NN =N cwX cm OC) pr Dx x zrn mom"'; ? ° [=C nm> gC IM nm rri1A A A en NSrmm rmDA= Cw -So enc m f'1 DeN lI Fn - ox In T 3Om zo7zu -IZ Z ; D O T,x n A 2zzcm mw -ia {r0N 9rnm v ADAODz ,N,Zr21 A m I� s oW A A en Oit 0yW9•.• rmDA= m � �O2myrn PAM= 00 . 8 r O C A O rr.1=^ C: C rm�yDm WaI rn AN,11-4o• OmmrrAnQny < D -i Poe 009 C, -` -H '\' nAr G 'i rnmm .� Oa 10'm mA ir -i -.c :7!cC 99 o A A -ID 0 92a 9Y9 =30 1) m� h9 N'Q �y 00 mn9h rn. .2phx Dm<' C n AAN m-2 . O' h O ro -IAw r z t°•y cls? N N N ^O rn rn n W O x c •, C r• m o m 'O 4 O 2 to OODxri '00r^ + DeN lI Fn - ox r,o 3Om zo7zu -IZ Z ; i'x a ZCTTOi LA OA` O T,x n A 2zzcm mw -ia n D m gs OZm az2 {r0N 9rnm v ADAODz ,N,Zr21 A FLORIDA BUILDING CODE, 2004 W F r nl� 12/19/05 12:04 MIN. m inC 09N y D m Dr 3Om 010 W O T,x n 0 _ C M o m z D art m I� s oW A A en m r -C nl� 12/19/05 12:04 MIN. z C D 010 z -1 =zz A A �z7e =n, m2m 00 . 8 C A O rr.1=^ E z OD Tr D~ CD m •� -1 :n z O r O ` M ; r D -1 w 73 p, m m O N m ; n mo9I- 0 .,0 S D O m .L10 v,0 Z py lz N T i c m = ON O :l <m yN r 2 a9 o rn �(ri J> E T Z D 0, m Z ::•y D AO o 'p 2909E ZCT 3-103 mn9�N Drinn� {0c� •OZ-�-• n•Dm m m<r9r\ =ZZ mx Dw n mN 0{ I^ m AZw m-tS c 1,," m :O Or D�� In r2T o. ) ^n, mDmS r--.<rn=m 1Ailxy� Z t,D Ocnp pyx x HNBN C P "Z - m D rrl m_= c, ro o m_w C E z 3 z r a I' 0 CD m o. x S G y y 01 3 Zr r D h N J z n C Da n.. ^ 1 mm W r m S • rn = 3m m^ m to p A i�nnn E S m r m o -+ y O 3r 2 n N v�;i Ki•.'il„r _ _1 1 I II II I I 1 THE SEAL APPEARIN ON THIS DOCUMENT WAS AUTHORIZED BY IOHN W. KNEZEVICH PE 0041961 ON 12/19/2005. THIS D ES NOT CONSTITUTE AN ELECTRONIC SIGNAo ; ORIGINAL, SIGNED &SEALED C HARD COPIES TO T E APPROPRIATE AGENCY WILL FOLLOW. HR ALUM. AC CORMON SHUTTERSs=, Thornton-Tomasetti Group T.I.0 r Sul:e 4S0•F.l76derdale FL 11101 Y' 3 N. A�drew lAvc 1 �g ( 74 $W. 690. Fax (954) 52, We6,lle: www,Thc Grnu 91 • COA 1 J519 � opus ass, rwC p.com ' -' r' ,a� w.-. ... ...... �.._ ,........,..,. ... .... CopyrightO 2005 Thornton-Tomasetti Grnrrn Ing ' Prinl In lormollon: P;\FLI\Pro�ecls\XK5578.00\Drowings\R1-aub\05-S78-ID.dwg 31C.nW 12/19/2DO5 12: 23: 12pm N O -0 rma;� 12/19/05 12:05 Sm D"PW NaOo'x orn Zp o allo•: MAX. SHU SHUTTER, ° X LENGTH SEE ' •n ACCORDION SHUTTER aX S �Nn rjp �m0ar� n -?� TABLE 3 Ems" n O m u aO On Sz tie W F• r _. Zn n- mr Na ZM D ° nNo•\Zo rrp) NC,IJ D V_' r m O r3 \ n O n I IDnD?n ,Cy2w Dr yz rrZj DO. ?o'rD =�C OD • SN D O )- y�i71 l N '0° N-� �0 ow Ofn OZZ P7my� pN aN n�.' m rn m D o Vnj'e) °N a m�wnv, EDGE r_ C= ,7 ` vo k •i0 m EMBED. r e no vN�� m a v £ I IOIST. DD m -I' o y O N n a O1m) n-OZ _=mN g a OK S� .mC > _m2 2 m m O Z Z N N a P m vnm _ n oD2mn z ° DzOn2 Z OZCm2 D L) 'c a 3Nmmo ONODZ . ZSn Z. vol= OFDOm �zXa W FLORIDA BUILDING CODE, 2004 Cn s (D DO m rr9r9 i.,. �t w 3 F.mrNNn�i O no 01 All P�xl-' �-on.M1Nn?mn9r=TrTm0. _OnN0• �nz nZ 50'00OmZi XnZmOZ.2 a n ynmm0 C o 20 m z n Glr Zrzw Dymnrg =N'Mo 2=;Dz En n Mom zxn O S N m m n C v m O W CNNn Na _ ammn 2vn 1 02omm oaz CClrzm rcmzmf3 z r � mmq Tm7 N ODZ ODZ m :1 nm aSml { >o O HE € xn Z Fes' 3: m= f, m P n�D EDGE DIST. I °� a C- r I N O -0 rma;� Sm S A o allo•: MAX. SHU SHUTTER, ° X LENGTH SEE ' •n ACCORDION SHUTTER { C �Nn SPAN SCHEDULE, -?� TABLE 3 3 0 m n O m u n r m F• r _. � I m m D V_' r m O WO •, .N m Iw� E1-i� at •� C z rn ° l9' O tin SZ °L°'ImOAX, ND -i o2T�n~mZciz°n2 ��. O-1ZnLlrzn, Z °NVIn Fns t` -i D SNmmO `' z~X NO i DCr n mNNn ZCrnz C_,q m -1D n° MAX. SHUTTER mm3 �2nnz C '0032 a I 0 n �'mrn0 �1rZm mm O n_ CCl =ImX LENGTH, SEE a""D °X FDD ^' I �^� oa= - aGz'1'Cm T ODZ a -cCm •pNn ACCORDIONSHUTTER ~mom ZXa - Dymnr� Z"m an m -22 SPAN SCMEOULE, �Nn TABLE 3 ;-?, °N°D? DOm X71 LZl'0 D Om Z z [1'0 Y D Om ZSan Fn_ .00 ZOMX Z. nO mN Cl DOm 10''- G DO rZ =2Xa o- z'o O p?2o O_ZZ -3Zrn nr' m N = Ny rN nD l n •1 m 79C7xrnF m z ° :ag pN ao N9 r..r y00 mG •O�y0[ ON -10 Er M -f O1m) n-OZ _=mN g a OK S� .mC > _m2 2 m m O Z Z N N a P m vnm _ n oD2mn z ° DzOn2 Z OZCm2 D L) 'c a 3Nmmo ONODZ . ZSn Z. vol= OFDOm �zXa W FLORIDA BUILDING CODE, 2004 Cn s (D DO m rr9r9 i.,. �t w 3 F.mrNNn�i O no 01 All P�xl-' �-on.M1Nn?mn9r=TrTm0. _OnN0• �nz nZ 50'00OmZi XnZmOZ.2 a n ynmm0 C o 20 m z n Glr Zrzw Dymnrg =N'Mo 2=;Dz En n Mom zxn O S N m m n C v m O W CNNn Na _ ammn 2vn 1 02omm oaz CClrzm rcmzmf3 z r � mmq Tm7 N ODZ ODZ m :1 nm aSml { >o O HE € xn Z Fes' 3: m= f, m P n�D EDGE DIST. I °� a C- r r N O -0 rma;� Sm S Dy a o allo•: MAX. SHU SHUTTER, ° X LENGTH SEE ' •n ACCORDION SHUTTER { C �Nn SPAN SCHEDULE, -?� TABLE 3 MAX. SHUTTER LENGTH.SEE CORDION SHUTTER .PAN SCHEDULE, TABLE 3 NNnn NNan vnm vnm' DSTn ^Smn nmm0 mrn0 Ont .Oaz �� zttm11 nCz mm7 mm� °D2 OD= EDGE aZ az DIST. X0 lE C On Nm -1 X r 'cti D Cn X c cl m Caz� •( -moi r O w r F� a� D_�• O NO '0Yy MAX. SHUTTER LENGTH, SEE M, D m N ACCORDION SHUTTER SPAN o X 0 3 m SCHEDULE. TABLE 3 'Cl -ii N m Tom 0�0 z . aF Z 'NT WAS AUTHORIZED BY IOHN W. KNEZEVICH, PE 00�19fi1 ON TE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED O SEALED NCY WILL SFOLLOW. :8 HR ALUM. A CORDION HUTTERS f" ',� '•-<JThornton,Tomasetti Group 130 N. Andrew- Avc, Su14150 au • FL Ld.rd, al FL 13101 Tel. (954) 511-3690. Fa. of/1 5223691 , CDA! 7519 wou iwlas, u=. W.W1W-.The C -.p. n, A 0b4i,,,, .aC.frprly Cw. !we ... ... ... ........ ...� ..._,_....__...,. .•. .,,,,. Copyright 0 2005 Thprnton•TpmaScuiGmup. Inc. r)p Laos rma;� o allo•: 0M aO r ° N m Z O�CN 9�S.rPJ pN 3 0 m n O m u n n Vp N MAX. SHUTTER LENGTH.SEE CORDION SHUTTER .PAN SCHEDULE, TABLE 3 NNnn NNan vnm vnm' DSTn ^Smn nmm0 mrn0 Ont .Oaz �� zttm11 nCz mm7 mm� °D2 OD= EDGE aZ az DIST. X0 lE C On Nm -1 X r 'cti D Cn X c cl m Caz� •( -moi r O w r F� a� D_�• O NO '0Yy MAX. SHUTTER LENGTH, SEE M, D m N ACCORDION SHUTTER SPAN o X 0 3 m SCHEDULE. TABLE 3 'Cl -ii N m Tom 0�0 z . aF Z 'NT WAS AUTHORIZED BY IOHN W. KNEZEVICH, PE 00�19fi1 ON TE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED O SEALED NCY WILL SFOLLOW. :8 HR ALUM. A CORDION HUTTERS f" ',� '•-<JThornton,Tomasetti Group 130 N. Andrew- Avc, Su14150 au • FL Ld.rd, al FL 13101 Tel. (954) 511-3690. Fa. of/1 5223691 , CDA! 7519 wou iwlas, u=. W.W1W-.The C -.p. n, A 0b4i,,,, .aC.frprly Cw. !we ... ... ... ........ ...� ..._,_....__...,. .•. .,,,,. Copyright 0 2005 Thprnton•TpmaScuiGmup. Inc. Prinl In lDrmolion: P:\FL dwg AIConW 12/192005 122.1: 21Pm � yy D=x-{TZr NOm d ryn DOrnrn xmZ � �{�mAplOy�m W Em�rC'O•_i�-12A ' yDmD �1m71rnS Ary minnozozzor D❑'zrOOpSDE ymCD rnQ ' IZil O,am OmODM= OZInIna Curm2 1yCmnrzzo mvm-m Vxlm Ao yOrm~ ='ymm�y°Zm mZoXrnrSOa syzMMoX yl<OInT -.0 4I6 rp�Vl Vlan TJnm-' �m 1 Ix ,nM DD mN o -1T DOV DDmmn DX Ax nZOm�"1 Cy mrmyy -�I =n�zm ag DIST, nr 9m -niE {'EDGE ;Z2 NTmng >m CCI rT Dcanm0 y.nCZ A7P. 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THIS DOES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED &SEALED HARD COPIES TO T E APPROPRIATE AGENCY WILL FOLLOW, o �o. ertr rave ie..nrl R,n L > rd HR ALUM, ACCORDION SHUTTERS 1` p1¢¢1 Thornton•Tomasetti Csroup 1 {3 -- Lf Y.1{• v ° S p((/yy �.Iy�7tir: 330 N. Antlrewt Avc„ Sullc 11D• Fl. Lauderdr le, FL 313DI �(��99JJ �' ^' W Tel. 93i 322-3690 • T)T COA 1 7319 + m w°b,Rc: wr,w.Tn° emup.c°m r• O � _ \� ADiWrwu .jA C.C.trR1Y Lr�., l.c Wur M[N11 Xmd un Lrderdu/e, FL !7309 PYrI hl O 2005 Thornton -T o—ctt Group Inc. yl<OInT -.0 4I6 rp�Vl Vlan TJnm-' �m 1 Ix ,nM DD mN o -1T DOV DDmmn DX Ax nZOm�"1 Cy nTr"D-" m-Gn Zm yrAC -�I =n�zm ag DIST, nr 9m -niE {'EDGE ;Z2 NTmng >m CCI rT Dcanm0 y.nCZ A7P. AN Zm „IDT O = m m.g o AI<ny m0Ony X my -IX uyAZ= .- yr 'm DSr6 x 11 m=��mW D2 Cy_ rD rnAXa n 1 _ D [N yOm_ nyr : O Z m m Ll CCo Z .m zD`ny i n m .0. 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Lauderdr le, FL 313DI �(��99JJ �' ^' W Tel. 93i 322-3690 • T)T COA 1 7319 + m w°b,Rc: wr,w.Tn° emup.c°m r• O � _ \� ADiWrwu .jA C.C.trR1Y Lr�., l.c Wur M[N11 Xmd un Lrderdu/e, FL !7309 PYrI hl O 2005 Thornton -T o—ctt Group Inc. �I 4I6 nr 9m mr yr DZ y L1 I .y o= k =or In m ' I y C � m i n 5 c m EaE xcav D �I Opm ><mo O P _ Z Zyn ° D < Z CIO In A COM mn Ll .n O'Z Z m D? m r O r nO LI I . 2Z �F I rt7 -i r aCA m �Zm A OZ' m 2n OLl vl m2 N m i G D zz N�rn C y A m' PO r Dyl xrY m00N C £A 2 I m0 y ❑ HD mJm % A D O Z n m D? Z � Z f� i rn N I m r' O Z � y p D I C — n el <N 9 Ty my m m 2m NA = m D m S r) �o�i ym`um "��\�i vam0 .' nTF 12:05 n 0 C U DO. o — III ODm III ory �A TO i[!�asi.i Hl•ir MO bi S FLORIDA BLIILDIAIG CODE, 2004 il)r i THE SEAL APPEARIN ON THIS DOCUMENT WAS AUTHORIZED BY IOHN W. KNEZEVICH, PE OD41961 ON • L4 r i '� 12/191200S. THIS DOES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED &SEALED HARD COPIES TO T E APPROPRIATE AGENCY WILL FOLLOW, o �o. ertr rave ie..nrl R,n L > rd HR ALUM, ACCORDION SHUTTERS 1` p1¢¢1 Thornton•Tomasetti Csroup 1 {3 -- Lf Y.1{• v ° S p((/yy �.Iy�7tir: 330 N. Antlrewt Avc„ Sullc 11D• Fl. Lauderdr le, FL 313DI �(��99JJ �' ^' W Tel. 93i 322-3690 • T)T COA 1 7319 + m w°b,Rc: wr,w.Tn° emup.c°m r• O � _ \� ADiWrwu .jA C.C.trR1Y Lr�., l.c Wur M[N11 Xmd un Lrderdu/e, FL !7309 PYrI hl O 2005 Thornton -T o—ctt Group Inc. 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THIS D ES NOT CONSTITUTE AN EI HARD COPIES TO T E APPROPRIATE AGENCY WIL r, J gtL�3 HR ALUM. ACCORDION SHUTTERS r..JA CE9.Ml�l C, ,.. +; • - !00 Wrrr MrN.b Itw .rt l.ud.rtk £L 7ilot ZED BY JOHN W, KNEZEVICH PE 0011961 ON SIGNATURE; ORIGINAL, SIC,'NED & SEALED Thornton. Tomas etti Gra I. Andrew) Avi„ Sulte 150 • ft. Lauderdale, Fl 7171 '951) 521-]690 - Fu (9511527-3691 . COA Y 751'. Florida Building Code Online iW+C�LIFNu ORES 4 Fk%'w1i'C3tCH° skVr i 54 • N'� ,a k M.dk �k�`ih�• ^` �.�` +��kTAi tHi*SIG1��Th� �Ei A$81�7Ai~FC� a� O�' +CpiNi+�.il��m 7U,RoG BCIS Home 1 Log In Hot Topics 1 Submit Product Approval USER: Public User Product Aooroval Menu > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Page 1 of 2 I Stats & Facts Publications FSC Staff ` BCIS Site Map Lin > AEolfcation List > Application Detail 393-R1 vision 04 proved All American Shutters 40 Donna Road est Palm Beach, FL 33409 Authorized Signature Fljank Bennardo cl�ngley@flbengineering.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Robert Bates 1.$40 Donna Road West Palm Beach, FL 33409 (561) 712-9882 11rightidea@execs.com ShLitters rm Panels FILE COPY Compliance Method Evaluation Report from a Florida Registered Architec Liconsed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name Fra� k L. Bennardo, P.E. who developed the Evaluation Report Florida License PE 046549 Quality Assurance Entity Nat onal Accreditation and Management Institute Validated By Jor e A. Pomerantz, P.E. ttp://www.florldabLliIding.org/pr/pr_app_ dtl.aspic'?param=wGEVX wtDgtBiiarh%21t9gdWRXAd3f'067T,,. 3/6/2006 Florida 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 Page 2 of 2 `u"""' u Year STM E330 2002 STD 12 1999 1609.1.4 1/14 thod 1 Option D Date Submitted 1./3/2005 Date Validated 1i/11/2005 Date Pending FBC Approval 1./15/2005 Date Approved 1/7/2005 Summary of Products FL #_ Model,_Number_or 393.1 22ga, 24ga Steel P� Limits of Use I Approved for use in HVHZ: Approved for use outside HVHZ: i Impact Resistant: Design Pressure: +/- ! Other: Large Missile Impact Resistant. use outside the HVHZ only. 25 Talh (850) 487-1824, © 2000-2005 The State of I :tp://www.floridabwilding.or,, r/pr_app _dtl.aspx?param=wGEVXC ame___ IlDescription els J122ga, 24ga Steel Storm Panels Installation Instructions Verified By: Evaluation Reports PTID 393 R1 T Cert Indep pdf PTID 393 R1 T Dw4 Ddf slid for. PTID 393 R1 T Eval Rpt.pd Next DCA Administration rent of Community Affairs 'a Building Code Online Wes and Standards Shumard Oak Boulevard ssee, Florida 32399-2100 incom 277-1824, Fax (850) 414-8436 Ida. All rights reserved. Coovright and Disclaimer uct Approval Accepts: Bohr/y ' ik h4Pilt �E!X""' tB j iarh%219q d WRXAd3 f067T... 3/6/2006 FRANK L. BENNARDO, P.E., INC. CONSULTING ENGINEERS 4941 ,N.ORTH DIXIE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAX: (561) 391-2862 Product Evaluation Report November 3, 2005 Application Number: FL393-R1 FLB Project Number: 05 -AAS -0001 Product Manufacturer: All American Shutters Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 22g2 & 24ga Galvanized S Storm Panels Scope of Evaluation: This Product Evaluation Report is being issued in accordance' with the requirements of the Florida Department of Community Affairs (Florida Building Commission) Rule Chapter 98-72.070, F.A.C., for _sta.tewide- acceptance _per Method_1_(d)__-All_products listed above- have been -tested- and/or evaluatedas-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 -,-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS j FLB drawing #05 -AAS -0001 titled "22ga & 24ga Galvanized St ei Storm Panels", sheets 1-7, prepared by Frank L. Bennardo, P.E., Inca signed & sealed by Frank L. Bernardo, P.E. is an integral part of this Evaluation Report. e • TEST REPORTS Uniform static structural performance has been tested in accor per test report(s) #02-001, #02-002, & #03-001 by Constructioi Large missile impact resistance and cyclic loading performance SSTD 12-99 test standards per test report(s) #02-001, #02-00, Corporation (CTC), Metal tensile capacity has been determined in accordance with ASTM E8 test standard per test report #0127H, #0198H, & #0053J by Certified Testing Laboratories (CTL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: Page 1 of 2 FRANIc L. BENNARDO, P.E., INC. CONS WWW.FLBENGINEERTNC; ance with ASTM E330-84 test standards Testing Corporation (CTC). have been tested in accordance with & #03-001 by Construction Testing Evaluation Report Prepared by: Frank. L. Benhardo, RE.,, Inc. Frank L. Bennardo, P.E. # PE0046549' TING ENGINEERS FRANK L. BENNARDO, P.E., INC. CONSULTING ENGINEERS 4441 NORTH DIXIE HIGHWAY BOCA RATON, FLORIDA 33431 (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 eng: financial interest in the company manufacturing or c evaluation report or validation certification has beer engineer is not owned, operated, nor controlled by the and does not have any financial interest in any other a the above -noted product(s). Respectf Wly, Frank L. B6nnardo, P.E. Frank L. Bennardo, P.E.; Inc. FL PE 0.046549 Cert of Auth: #9885 beer does not have nor will acquire a distributing the product(s) for which an i prepared, as referenced above. This manufacturer or distributor noted above atity involved in the approval process of FRANK L. BENNARDO, P.E., INC. CONSZTING ENGINEERS WWW.FLBENrTNRFRTmc- nm F ANx L. BENNARDO, P.E., INC. CONSULTING ENGINEERS 4441 NORTH DIXIE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAX: (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 Impact Resistance: Large Impact Resistance has been demonstrated as eviden accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as in respective Product Evaluation Document (i.e. engineering Installation ---Each product -listed above -shall be -installed in strict con Document (i.e. engineering drawing), along with all com Each product component shall be of the material specified in Document (i.e, engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its resp engineering drawing) as noted herein. of each product. in previously listed test reports, and is in the span schedule(s) on its with its respective Product- Evaluation- noted valuation noted therein. product's respective Product Evaluation Product Evaluation Document (i.e. All supporting host structures shall be designed to resist all suerimposed loads and shall be of a material listed in each product's respective anchor schedule. Host str cture conditions which are not accounted for in each product's respective anchor schedule shall be desined for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be prote other such damage at all times. Each product has NOT been designed for use within the High Certification of Independence: against corrosion, contamination, and ocity Hurricane Zone (HVHZ). This engineer does not have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this evaluation report has Keen prepared. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above -noted product(s). Page 2 of 2 FRANK L. BENNARDO, P.E., INC. 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