The URL can be used to link to this page

Permit 1490 Marshview Ct (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: l Type Work: S:F (L-_. �. p ��(L5�--4 v I C W GT Property Owner: Phone # Contractor: Phone # Permit#: �, ( _ �q��2 Date Issued: _ 7-.0 _cls Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC 0+2432_ MECHANICAL1-2-932 PLUMBING 32Z Tem .Power# Footing JEA Release Date 1-�l 2rl Temp. Power Slab 2_��ps' Letter Rec'd. Underslab L),2" Cr-1-05 Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date b 00 Nailing/ Water/ Sheathing D �'�. Sewer Rough/ /q / Framing !� Rough �,9 4 Rough r f Topout / 1 Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final 6Y7&e1'01z.- .:s�pin/G JEA Release Z5'-z96 Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspection: Failed Inspections: Date Paid: —~� FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Bestcon Homes Pine Key Plan Builder-. Bestcon Homes I Address: Lot 19 Hidden Paradise Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI �� Permit Number: Owner: FILE Jurisdiction Number: 261100 Climate Zone: North ----- 1. New construction or existing New - 12 Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:42.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER:12.00 4. Number of Bedrooms 4 _ b. Central Unit Cap: 18.0 kBtu/hr 5. Is this a worst case? Yes _ SEER: 12.00 - 6. Conditioned floor area(112) 2255 ft2 c. N/A _ 7. Glass area&type Single Pane Double Pane a. Clear glass,default U-factor 0.0 ft2 452.0 ft2 _ 13. Heating systems b. Default tint02 0.0 ft= .0 fta. Electric Heat Pump Cap:42.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft' 0.0 ft' - HSPF:8.10 - j 8. Floor types _ b. Electric Heat Pump Cap: 18.0 kBtu/1u• - a. Slab-On-Grade Edge Insulation,0 R=0.0, 167.0 W _ HSPF:6.90 - b.Raised Wood,Stem Wall R=19.0,90.0 ft' _ c. N/A _ c. 1 Others 60.0 ft2 9. Wall types _ 14. Hot water systems a. Frame,Wood,Exterior R=11.0, 1744.0 ft2 _ a. Electric Resistance Cap:50.0 gallons - b. Frame,Wood,Adjacent R=11.0, 179.0 ftz _ EF:0.91 - c. N/A _ b. N/A d.N/A FILE 0�� - e. N/A c. Conservation credits _ 10. Ceiling types _ (HR-Heat recovery,Solar i a. Under Attic R=30.0,667.0 ft2 _ DHP-Dedicated heat pump) b. Under Attic R=19.0,3 42.0 ft2 15. HVAC credits PT,CF, - c. Single Assembly R=19.0, 1012.0 ft2 (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts _ HF-Whole house fan, a. Sup:Unc. Ret:Con. AH(Sealed):Garage Sup.R=6.0,125.0 ft _ PT-Programmable Thermostat, b. Sup:Unc. Ret:Unc. AH(Sealed)Anterior Sup.R=6.0, 100.0 ft Mz-C-Multizone cooling, MZ-H-Multizone heating) FILE COPY Glass/Floor Area: 0.20 Total as-built points: 34180 PASS Total base points: 34219 I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida ! specifications covered by this 0�TYXE sxAT�o Energy Code. calculation indicates compliance � ,,,;'' =€';,� PREPARED BY: � (� _ with the Florida Energy Code. Before construction is completed a DATE: 3L this building will be inspected for ! u I hereby certify that this building as designed, is in compliance with Section 553.908 compliance with the Florid r Cod Florida Statutes. �Oaw>u � OWNE EN BUILDING OFFICIAL: i DATE: DATE' -------------- EnergyGauge®(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 19 Hidden Paradise, Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2255.0 20.04 8134.2 Double,Clear N 8.0 8.0 36.0 19.20 0.71 491.4 Double,Clear NE 8.0 8.0 9.0 29.56 0.59 155.7 Double, Clear W 1.5 18.0 9.0 38.52 1.00 345.4 Double,Clear W 1.5 18.0 16.0 38.52 1.00 614.0 Double, Clear W 1.5 18.0 36.0 38.52 1.00 1381.5 Double,Clear S 16.0 8.0 48.0 35.87 0.45 776.7 Double,Clear W 15.0 8.0 15.0 38.52 0.42 239.9 Double,Clear S 1.5 15.0 150.0 35.87 0.99 5330.4 Double,Clear E 1.5 80 45.0 42.06 0.96 1812.5 Double,Clear N 1.5 8.0 5.0 19.20 0.97 92.9 Double,Clear N 1.5 8.0 15.0 19.20 0.97 278.6 Double, Clear W 1.5 8.0 6.0 38.52 0.96 221.5 Double,Clear W 1.5 8.0 15.0 38.52 0.96 553.6 Double, Clear S 10.0 8.0 39.0 35.87 0.49 684.7 Double,Clear H 0.0 0.0 8.0 74.77 1.00 598.1 As-Built Total: 452.0 13576.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 179.0 0.70 125.3 Frame,Wood, Exterior 11.0 1744.0 1.70 2964.8 Exterior 1744.0 1.70 2964.8 Frame,Wood,Adjacent 11.0 179.0 0.70 125.3 Base Total: 1923.0 3090.1 As-Built Total• 1923.0 3090.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 35.0 6.10 213.5 Exterior 35.0 6.10 213.5 Adjacent Wood 19.0 2.40 45.6 Base Total: 54.0 259.1 As-Built Total: 54.0 259.1 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1538.0 1.73 2660.7 Under Attic 30.0 667.0 1.73 X 1.00 1153.9 Under Attic 19.0 342.0 2.34 X 1.00 800.3 Single Assembly 19.0 1012.0 5.64 X 1.00 5707.7 Base Total: 1538.0 2660.7 1 As-Built Total: 2021.0 7661.9 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 19 Hidden Paradise, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 167.0(p) -37.0 -6179.0 Raised Wood,Stem Wall 19.0 90.0 -1.50 -135.0 Raised 150.0 -3.99 -598.5 Raised Wood,Adjacent 19.0 60.0 0.40 24.0 Slab-On-Grade Edge Insulation 0.0 167.0(p -41.20 -6880.4 Base Total: -6777.5 As-Built Total: 317.0 -6991.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 2255.0 10.21 23023.6 2255.0 10.21 23023.6 Summer Base Points: 30390,2 Summer As-Built Points: 40620.0 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 40620.0 0.700 (1.081 x 1.147 x 0.95) 0.284 0.902 8282.2 40620.0 0.300 (1.090 x 1.147 x 0.86) 0.284 0.902 3549.5 30390.2 0.4266 12964.5 1 40620.0 1.00 1.135 0.284 0.902 11831.7 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 19 Hidden Paradise, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point .18 2255.0 12.74 5171.2 Double,Clear N 8.0 8.0 36.0 24.58 1.02 901.0 Double, Clear NE 8.0 8.0 9.0 23.57 1.04 221.5 Double,Clear W 1.5 18.0 9.0 20.73 1.00 186.8 Double,Clear W 1.5 18.0 16.0 20.73 1.00 332.1 Double, Clear W 1.5 18.0 36.0 20.73 1.00 747.2 Double,Clear S 16.0 8.0 48.0 13.30 3.51 2237.4 Double,Clear W 15.0 8.0 15.0 20.73 1.22 379.2 Double,Clear S 1.5 15.0 150.0 13.30 0.99 1983.5 Double,Clear E 1.5 8.0 45.0 18.79 1.02 862.5 Double,Clear N 1.5 8.0 5.0 24.58 1.00 123.0 Double, Clear N 1.5 8.0 15.0 24.58 1.00 369.0 Double,Clear W 1.5 8.0 6.0 20.73 1.01 125.8 Double,Clear W 1.5 8.0 15.0 20.73 1.01 314.4 Double,Clear S 10.0 8.0 39.0 13.30 3.09 1600.6 Double,Clear H 0.0 0.0 8.0 19.86 1.00 158.9 As-Built Total: 452.0 10542.6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 179.0 3.60 644.4 Frame,Wood, Exterior 11.0 1744.0 3.70 6452.8 Exterior 1744.0 3.70 6452.8 Frame,Wood,Adjacent 11.0 179.0 3.60 644.4 Base Total: 1923.0 7097.2 As-Built Total: 1923.0 7097.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Woad 35.0 12.30 430.5 Exterior 35.0 12.30 430.5 Adjacent Wood 19.0 11.50 218.5 Base Total: 54.0 649.0 As-Built Total: 54.0 649.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM= Points Under Attic 1538.0 2.05 3152.9 Under Attic 30.0 667.0 2.05 X 1.00 1367.3 Under Attic 19.0 342.0 2.70 X 1.00 923.4 Single Assembly 19.0 1012.0 1.86 X 1.00 1882.3 Base Total: 1538.0 3152.9 1 As-Built Total: 2021.0 4173.1 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 19 Hidden Paradise, Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 167.0(p) 8.9 1486.3 Raised Wood,Stem Wall 19.0 90.0 0.80 72.0 Raised 150.0 0.96 144.0 Raised Wood,Adjacent 19.0 60.0 2.20 132.0 Slab-On-Grade Edge Insulation 0.0 167.0(p 18.80 3139.6 Base Total: 1630.3 As-Built Total: 317.0 3343.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 2255.0 -0.59 -1330.4 2255.0 -0.59 -1330.4 Winter Base Points: 16370.1 Winter As-Built Points: 24475.1 Total Winter X System - Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 24475.1 0.700 (1.060 x 1.169 x 0.95) 0.421 0.950 7843.4 24475.1 0.300 (1.069 x 1.169 x 0.88) 0.494 0.950 3946.0 16370.1 0.6274 10270.6 24475.1 1.00 1.145 0.441 0.950 11726.0 EnergyGaugeT"" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot 19 Hidden Paradise,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 50.0 0.91 4 1.00 2655.47 1.00 10621.9 As-Built Total: 10621.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 12964 10271 10984 34219 11832 11726 10622 34180 EFP: ASS Oj T8E SpA 1�COD WEA EnergyGaugeM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot 19 Hidden Paradise, Atlantic Beach, Fl, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS _ SECTION REQUIREMENTS FOR EACH PRACTICE _ -HECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq ft_ window area�_5 cfm/sg ft.door area. Exterior&Adjacent Walls 1 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners:utility penetrations; between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the topplate. Floors 606.1.ABC.1.2.2 Penetrations/openings>118"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed _ to the perimeter,penetrations and seams. Ceilings !606.1.ABC.1.2.3 Between walls&ceilings; penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams _._--- -- --- -- -----------------—- Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed; or Type IC or non-IC rated, installed inside a sealed box with 112"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space tested Multi-sto 606.1.ABC.1.2.5 1 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 { Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFP A, 1have combustion air.____—_-,__`_,—_i__` _ ��__ 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTIONREQUIREMENTSCHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric]or cutoff(gas>_must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal -�-- -- efficiency of 78%—___.__—---- -- ----Showerheads 612.1 Water flow must_be-restricted to no-more than 2.5 gallons per minute at 80 PSIG. _ Air Distribution Systems 610.1 All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically ' attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 mininsulation. HVAC Controls 607.1_ Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides, i Common ceiling&floors R-11. EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =82.5 The higher the score,the more efficient the home. Lot 19 Hidden Paradise, Atlantic Beach, FI, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:42.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. Central Unit. Cap: 18.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 12.00 6. Conditioned floor area(ft2) 2255 ft' c. NIA 7. Glass area&type Single Pane Double Pane a. Clear-single pane 0.0 ft2 452.0 112 13. Heating systems b. Clear-double pane 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap:42.0 kBtu/hr _ a Tint/other SHGC-single pane 0.0 ft2 0.0 ft2 _ HSPF:8.10 d. Tint/other SHGC-double pane b. Electric Heat Pump Cap: 18.0 kBtu/hr _ 8. Floor types _ HSPF:6.90 _ a. Slab-On-Grade Edge Insulation,0 R=0.0, 167.0 112 _ c. N/A _ b.Raised Wood,Stem Wall R=19.0,90.0 ft2 a I Others 60.0 ft2 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,1744.0 ft2 _ EF:0.91 _ b. Frame,Wood,Adjacent R=I 1.0, 179.0 ft2 _ b.N/A _ c. N/A d.N/A _ c. Conservation credits _ e. N/A (HR-Heat.recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0,667.0 ft2 _ 15. HVAC credits PT,CF, _ b. Under Attic R=19.0,342.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. Single Assembly R=19.0, 1.012.0 ft2 HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Una Ret:Con. AH(Sealed):Garage Sup.R=6.0, 125.0 ft _ MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0, 100.0 ft MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) o�ZHE sTgT� in this home before f Zinsction. Otherwise, a new EPL Display Card will be completedti =based on installed od features.Builder Signature: W Date: o o a Address of New Home:/M M a6h View w City/FL Zip: Vl ( � �/ j�Gop`,yr,�4�c' *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86,for a US EPA/DOE EnergyStar7mdesignation), your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affair at 8501487-1824. EnergyGauge®(Version: FLRCPB v3.30) RIGHT-J BUILDING ANALYSIS REPORT Zone Down Energy Design Systems Job: 1113/04 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign§comoast.net Project Information For: Bestcon Homes, Pine Key Plan Lot 19 Hidden Paradise, Atlantic Beach, FI Design Information Htg Clg Infiltration Outside db (°F) 39 92 Method Simplified Inside db (°F) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity(%) - 50 Moisture difference(gr/Ib) - 65 Heating Walls butts Component Btuh/ft' Btuh % of load ,infiltration Walls 3.0 2726 9.8r Windows 23.9 8709 31.2 Windows Doors 15.2 820 2.9 - I° Ceilings 1.3 3311 11.9 P Floors 26.7 4464 16.0 Floors Infiltration 15.7 6575 23.5 boors Ducts 1330 4.8 Total 27936 100.0 • • r Component Btuh/ft2 Btuh %of load Wells` Internal Gains Walls 2.5 2280 7.6 Dui Windows 41.3 15038 50.3 Infiltration Doors 12.7 686 2.3 Ceilings 1.9 4816 16.1 Floors 0.0 0 0.0 Infiltration 5.4 2277 7.6 Windows' ; 'S f : Ceilings Ducts 2720 9.1 Internal gains 2100 7.0 boors Total 29917 100.0 Cooling at 85% SHR= 2.9 ton Cooling air flow= 561 cfm/ton Cooling at 70 % SHR = 3.5 ton Cooling at 400 cfm/ton=4.0 ton Overall U-Value= 0.150 Btuh/ftz-°F Data entries checked. wrnghtSC3ft Right-suite Residential TM 5.0.66 RSR29784 2004-Nov-03 21.34:02 ACCP, C:\Documents and Settings\customer\My Documents\Wrightsoft\Bestcon Homes Pine Key Plan 19 Hidden Pa Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY 0 Zone Down Energy Design Systems Job: 11/3/04 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignCcomcast.net Project Information For: Bestcon Homes, Pine Key Plan Lot 19 Hidden Paradise, Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 27936 Btuh Structure 29917 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 27936 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 29020 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 4542 Btuh Area(ft') 1538 1538 Total latent equip. load 5232 Btuh Volue fta) 12304 12304 Air changes/hour 0.88 0.50 Total equipment load 34251 Btuh Equiv. AVF (cfm) 181 104 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,,� wr•ghtsoft Right-Suite Residential*"5.0.66 RSR29784 2004-Nov-0321:34:02 ACCO CADocuments and SettingslcustomerWy Documents\Wrightsoftt8estcon Homes Pine Key Plan 19 Hidden Pa Page 1 • RIGHT-J BUILDING ANALYSIS REPORT 01 Zone Up Energy Design Systems Job: 11/3104 1065 Oak Vale Rd,.Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-267-1256 Email:energydesign@comcast.net Project • . i . For: Bestcon Homes, Pine Key Plan Lot 19 Hidden Paradise,Atlantic Beach, FI Design Information Htg clg Infiltration Outside db(°F) 39 92 Method Simplified Inside db (°F) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity(%) - 50 Moisture difference (gr/Ib) - 65 i Ducts Component Btuh/ft2 Btuh % of load "alis %nnu"aticn Walls 3.0 2222 21.8 Windows 25.4 2233 21.9 Doors 0.0 0 0.0 Ceilings 1.3 1424 13.9 rt 'VNndows rloors Floors 26.7 2459 24.1 Infiltration 15.7 1384 13.6 Ducts 486 4.8 Total 10208 100.0 Cooling Component Btuh/ft' Btuh % of load Walls internal Gains Walls 2.5 1858 17.6 %°°`ts Windows 49.0 4309 40.7 infiltration Doors 0.0 0 0,10 Ceilings 1.9 2071 19.6 '' u Nf fM Floors 0.0 0 0.0 a tNw Ceilings Infiltration 5.4 479 4.5 Ducts 962 9.1 Windows/ Internal gains 900 8.5 Total 10578 100.0 Cooling at 87%SHR = 1.0 ton Cooling air flow=570 cfm/ton Cooling at 70%SHR= 1.2 ton Cooling at 400 cfm/ton = 1.4 ton Overall LI-Value=0.125 Btuh/ft2-oF Data entries checked. ,.—:- wriiphtsoft Right-suite Residential T"5.0.66 RSR29784 2004-Nov-03 21:34:02 ACICK CADocuments and SettingiftustomerWy DocumentsMrightsoft\Bestcon Homes Pine Key Plan 19 Hidden Pa Page 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Up Energy Design Systems Job: 1113/04 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net r • - • i For: Bestcon Homes, Pine Key Plan Lot 19 Hidden Paradise, Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 10208 Btuh Structure 10578 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 10208 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 10261 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 956 Btuh Area(ft2) 717 717 Total latent equip. load 1646 Btuh Volume(ft3) 6453 6453 Air changes/hour 0.35 0.20 Total equipment load 11907 Btuh Equiv. AVP (cfm) 38 22 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. A Wf joHtSCSft Right-Suite ResidentialT" 5.0.66 RSR29784 2004-Nov-03 21:34:02 /4M C:\Documents and Settings\customer\My Documents\wrightsoft\Bestcon Homes Pine Key Plan 19 Hidden Pa Page 2 ILEOPI LOUIS J. GABRIEL, P.E. � 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 11122/ 2004 Re: Lot 19 Hidden Paradise, Atlantic Beach, Fl. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 2001- FBC for three second gust wind speeds of 120 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 2001- FBC as long as sheets #S-1 through #S-4 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that I have no knowledge of any subsurface soil condition report ; thus, all footings were designed assuming an allowable soil bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report that will affect the above mentioned assumption, then I shall be notified and possible footing design revisions may need to be implemented prior to commencing with footings work. Please let me know, if further help is needed. Sincerely FILE COPY leu-- Louis J. Gabriel, P.E. FILE COPY 4 WIND FORCES STRUCTURAL ANALYSIS FOR LOT 19 HIDDEN PARADISE , ATLANTIC BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE: NOVEMBER 22ND 2004 Sheet DatePIE n , x Lot u 6 44't r-" IJ ',-a 'A eo--6"A;:�j 711VOSe FLo o r• Knee Fri in .. ec JYI l Ty-m Sst s ,� � �jo o r lYSlel Q eeJA to Ghec�a. G 6 b1.L-� (� 9S.-o t-� Qeriet-rgt-�q J t cuyity� �e Slott v►_I e kot c l •e� ►st 5 ��„ v� Yer,Fa:rGecnt: # G- Ago F V„!CLU steep-tf gaiL, �8Weiw pec A��s vl o ase 17- f. L nn ` A 2 9 Munn 00 CPAr, oi car Tic ara : �: Sheet Z of DATE: g W v�d s �� : 1,L0 IYLP1^ C 3 Sec �us tO LOW it"OL— bd' M R tt - 14 ' 6'K W(C 1; YeS �!�� ZM�o<toMce FActor, I = 1-0 W%;i bof-ne. J>(6 i s Y v� e1 Nei . F toes � S b do g c�xf��y t� Cad v' to O v, �u 07l IG ttL 1 f Fad t`'a P ..r t -e. ShoWn b�,lo WIND•BORNE EI6BRlsf Woo Scem FOR WOM 0906ft Is11MS FASMER FASTENER SPOICO1O(101 TYPE Panel Span:5 2 ft 2 ft<Panel Span 4 It<Panel Span 6 ft<Panel Span <4ft <6ft <8ft 2 1/2#6 Wood Screw3 16 16 12 9 2 1/2#9 Wood Screws3 16 16 16 12 Double-Headed Nails4 12 6 4 3 Sl:I inch--25.4 mm 1 foot=305 mm Notes: 1. This table is based on a maximum wind speed of 130 mph(58.m/s)and mean roof height of 33 feet(10 m)or less. 2. Fasteners shall be i4oftd at opposing ends of the wood structural panel. 3. Where screws art WWMd to mssoury or JAMMO y/stueco,they shall be attached using vibration-resistant anchors having a minimum withdrawal capac- ity of 49016(2190 W). 4. Nails shall be tOd common or 124 bpx doaWboaded wails. n c 0 S k 'tk e.. S tru, tA- Viltl 6e- !� p � a as p �•, opw, Inc �� s , ww uP1,iEt OA goof 51 (Lowe * ch 65.11 f AU,ow. up;,Q W i'kLA,(A&)4 fr.Jr %J CVW-40 +vV t4ojf S p4ze rl� !� ro c• (Z pt> VJOu = SZ Ibs (05.4 lbs per Fr O-K �cs�st stone OLV j `� d� F -tom. � ►1 !'4f� R010 S tt C� L )1 DATE: Sheet of ll �Lo��h � . Ga b�C��i (�• �'' tIAa1�, v�t1�� str `� i S . 5 t°H . s�r�.toA)";` O-Imn to sz IZ44 r, 382 F'-ep z. ' ? s tec.l. Rod- 0-y► 60 0-G PJ 0 zz--�'( 10©0' L(,33) //'S C MAA WA.0 w� 5 W4 IJP X40"0-C, Ct K ( 0.31 ) (?Oi 6dD)( 1-33) `' 1441 N/A C� FYca wm t,.v-v►s �r�ck►oti► z- A-L{cru,fie,„s;w, 0�,% '/Z.'+A U 601 RI o S AP F ` 0r l� ' Frnyi ._ 150oPsi F4 = 36o0o P,', h 0 2 Z AP= 7Qb ._� AIkr- j Tyr+tia,, = 2190 lbs oY t990 Ib1 X+l$ t11�c,k roc,�•� Steel. A36 Washers... a4cuteJ --1 --6I (Uao-J)= Ado .�sj.--->... __�6 =-(I�qQ�/�Ccz��T►)�i.%4)-1n�5)}._ 5.45Psi - - r-C.ARLff4•)= 6,100 -33) = 532 P6 vt 5q S psi O f x4 4-, e� �-x to-9-rj Co:Ts�(2/SXSq��(i.�4)=4o'Ib•�••�.:, =mis r 4o ;o•oo2C �' + 5��a r �l.�aQ I'�s iwt O 1n A�c.l��r �o lts ,_ '"�6299L(Z7o0o?(�33) -► . 35 91OPt A LLuw A 6l e Taut t►v-A cry `IZ�c A 3G , r wpb t P G c uk c v --� . F = 1410 Ibr (Se-e above A L[uw c ole S�kee-v a-v Al G. bo it, = 350 `1 FyY► Al ��- ar 0-1186 F� (4tVIJ hie- year: 350`/�f5� � (95-7 Ibs a (n•tZ fo-Z)t3b,so©) _ 16-1 Ibs R" ASCE 7-98 Main Wind Force Resisting System h:5 60 f#. Figure 6-4 External Pressure Coefficients,GC f Enclosed,Partially Enclosed Buildings Walls & Gable Roof 0 0 a 4E QE 6E 1 E 2E 0 5 1 lE A CASE A CASE B " WIND DIRECTION WIND DIRECTION RANGE RANGE $ CASE A Anole 0 of Building Surface (degrees) +, 1 2 3 4 1E 2E 3E 4E #" 0-5 0.40 -0.69 -0.37 -0.29 0.61 '' -1.07 -0.53 -0.43 20 0.53 -0.69 -0.48 -0.43 0.80 -1.07 -0.69 -0.64 30-45 0.56 0.21 -0.43 -0.37 0.69 0.27 -0.53 -0.48 may` 90 0.56 0.56 -0.37 -0.37 0.69 0.69 -0.48 -0.48 ,ham CASE B Roof Angle 8 Building Surface ,4 r ` ( (degrees) 1 2 3 4 5 1 6 1E I 2E 3E 4E SE 6E nc� ,` k ` '� 0-90 -0.45 -0.69 -0.37 -0.45 0.40 -0.29 -0.48 -1.07 -0.53 -0.48 0.61 -0,43 t? � Notes: 1. Case A and Case B are required as two separate loading conditions to generate the wind actions, including torsion,to be resisted by the main wind-force resisting system. * � 2. To obtain the critical wind actions,the building shall be rotated in 900 degree increments so that :) each corner in_turn becomes the windward corner while the loading patterns in the sketches remain l ;a � fixed. For the design of structural systemsproviding lateral resistance in the direction parallel to the ridge line,Case A shall be based on 0=0s. } i 3. Plus and minus signs signify pressures acting toward and away from the surfaces,respectively. tJ�N 4. For Case A loading the following restrictions apply, aw a. The roof pressure coefficient GCf,when negative in Zone 2,shall be applied in Zone 2 for a a 3 distance from the edge of roof equal to 0.5 times the horizontal dimensions of the building k i , measured perpendicular to the eave line or 2.5h,whichever is less;the remainder of Zone 2 extending to the ridge line shall use the pressure coefficient GCf for Zone 3. fP =t* b. Exce t for moment-resistingframes the total horizontal shear shall not be less than that determined by neglecting wrd forces on roof surfaces. 5. Combinations of external and internal pressures(see Table 6-7)shall be evaluated as required to obtain the most severe loadings. 5'1 6. For values of 0 other than those shown,linear interpolation is permitted. 7. Notation: s a: ,10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either c �' 4%of least horizontal dimension or 3 ft(1 m). ,. �'Ea h: Mean roof height,in feet(meters),except that eave height shall be used for 0<_10°. t 0: Angle of plane of roof from horizontal,in degrees. 43 Sheet of DATE: L41: Y. Fpm--A '500 6a(1,00 Oat p LIL�, 0.T� A4 ova t:V-(,A -AS t-IfA 57 8781 t-Whij OPWVIf�j rylo pf,)tejj 0�) OLK " > aViA bof-AC- A06�� rA)) vs A5cc 7-95 C�Gc - C c7cpg,,A 0 . 00159V cj�4 I e4avwz Cps F) L 0. G CIPF 1.14q (\Mt) e e- t�evtle- o�q G-cpNIA CROO N/A r!� r t t COE, COV ILL t ous {�6 GOO* �� , gee p! p t S1+►l�E� t � 0�, S �' , (��rn� ktoev-, � EXTERIOR OR INTERIOR WALLS " " " "OTA ' OraT.h" .F» 'Or GIF-VI 'NP-(j) N© (a) (ft) (+t) (lb) fibb/ft) (lb) (uniteas) (lb) (�) U Oe- NIA 5 MIA 1- 33 1134 '7•13 6'' Z t "1 " i (�HtJ Zot,3 N/l} 31 0/Ac ISH 5•S FM— 600 Z-15 gbodo Z107 1144 3 •G1 ��12` Y T to 11 110 286 32400 f1 3 eou vot I t5 q615 H'1 C 634bh 10 53114 1% 008sod 73 �1 ID S7'37 H Z•� 2%jZ" a� •Z t Q= "Z" IS ALWAYS EQUAL T4 1.33 WKM IS WNG MASNFYit+fG FAQ. *NP" DESWUA'TES TKf P1Nt l�lf 5t�oDt AT PANEL EVGES A4�ID SHEAR W C ,,,. � A T N S ' tNTERMEDItlTE SUPPORTS El EX�rdflR 0 2 T#1E SPACING AT T14E PSA 4 STORY ; ALL MOR FIR' F _ " ,te Sheet f of l o t �� H ids. QatAdtise, s eol�+r vJ c. 's Aga s t t For 5.tWP4 ttvt "J'ji.,5 *'i shut es most.. ctlutc,-4 be- W e - Fir tt„a 'v- C lbs/FL) F 7 1L----- ------ ---- 1 1 1 r 1 y 11 V O 1 1 , 1 , 1 , � 1 1 , PAGE 1 Date : 11/03/2004 MANNING BUILDING SUPPLY LOG # : D1071F TRUSS DIVISION JOB # : JACKSONVILLE Vp Salesman: JOHN FERGUSON FILE COPY Pitch: /12 Customer: BESTCON HOMES Job Name: Address : 1484 LOURAL WAY Address : LOT 19 HIDDEN PARADISE ATLANTIC BEACH 32233 Designer: JB -------- -- ---- - - -- - - ---- - --- - --- - - - -- ----- - - -- ----- - - --- -- - -- ----- - --- --- ---- Left I Right 1 Qty1 Span I O.H. I O.H. I Description ------ -- -- --- - - --- - - --- - - -- - ---- - - - --- -- -- - - -- -- - -- - - - -- - - - ---- --- -- -- --- -- -- 113' 6° Ip , Ips IF1 115'9"12 10 10' 1F2 3 1 10' 8" 105 101 1 F3 3 1 13 '4"8 1 0' 101 1 F4 � AI��S�� 1113 '4"8 1 0' I o I F5 SEALE 5111' 8" 10' 10' 1F6 10115'3" 10 ' 10' 1F7 I I I I • 1 1 ** Hardware Floor ** 21 1 1 ITHA422 SY42 Hanger I I I I ** Beams ** 218 1 I 1BM3 GPLAM 16" 2116 I I IBM4 GPLAM 1611 ---- --- - -- - - ---- -- -- --------- -- - -- -- 24 - Trusses 2 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 4 - # of Beams 0 - # of Rim Board --- - ---- - - --- - - --- --- 24 - Total Trusses FILE COPY FILE COPY PRODUCTS HARDWARE SCHEDULE 6/9/04 2004 !!" REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES A HUS26 51 2565 3205 1550 (14)16d (6)16d TRUSS B HUS28 51 3585 3775 2000 (22)16d (8)16d TRUSS C HGUS28-2 105 6805 7925 3220 (36)16d (12)16d TRUSS 2 Ply Truss D HGUS28-3 105 6805 7925 3220 (36)16d (12)16d TRUSS 3 Ply Truss E SUL/R 26 67 800 1000 765 (6)16d (6)10dx1.5 TRUSS Skewed 45' F SUUR 210 67 1330 1660 1250 (10)16d (10)10dx1.5 TRUSS Skewed 45' G LSSU210 64 1110 1390 875 (10)10d (7)10dx1.5 TRUSS Sloped-varies (P G LSSU210 64 995 1205 785 (9)10d (7)10dx1.5 TRUSS Skewed-varies H THJA26 112 2680 3265 960 (20)16d (6)HJ(4)EJ 10dx1.5 TRUSS Hip Jack&End Jack I THA422 Min 66 1635 1635 - (2)16d Top (6)16d SYS 42 I THA422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 J THAC422 Min 66 1635 1635 - (2)16d To (6)16d SYS 42 Inverted Flange J THAC422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 Inverted Flange K THA422 UR Min 66 1090 1090 - 6 10d 3)10dx1.5 SYS 42 Skewed 45' K THA422 UR Max 66 1416 1675 310 (116)1 Od (3)1 0dx1.5 SYS 42 Skewed 45' K THA422 UR Max 66 1210 1210 - 2)10d Top (4)1 Od SYS 42 Skewed 45' 9-127L L SLI LIR 410 67 1860 2330 1275 14)16d (6)16d SYS 42 Skewed 45' M LSSU410 64 2430 3035 1150 18 16d (12)1 0dx1.5 SYS 42 Sloped-varies M LSSU410 64 1625 1625 1150 (14)16d (12)1 0dx1.5 SYS 42 Skewed-varies N IUT312 73 1110 1390 255 (10)10d (2)1 0dx1.5 I-JOIST Face Mount 2.5" O HU312-2 74 2145 2680 1 1085 16 16d 6)10d I-JOIST 2 Ply Face Mount P IUT412 74 1110 1390 255 (10)10d 2 10dx1.5 I-JOIST Face Mount 3.5" Q MIT316 86 2400 - - (6)16d (2)1 Odxl.5 I-JOIST Top Mount 2.5" R SUUR 310 67 1860 2330 765 (14)16d 6)10dx1.5 I-JOIST Skewed 45' S SUL/R 314 67 2395 2500 1150 (18)1 6d 8 10dx1.5 I-JOIST Skewed 45' T LSSUH310 64 2295 2295 1150 18 16d 12 10dx1.5 I-JOIST Sloped-vanes - T ILSSUH310 64 1600 1 1600 1150 (14)16d (12)10dx1.5 I-JOIST Skewed-varies U HU11 Min 75 2950 3685 865 (22)16d (6)1 0dx1.5 1 PLY LVL Min. Load U HU11 Max 75 4020 4405 1440 (30)16d 1010dx1.5 1 PLY LVL Max. Load V HGUS48 75 6805 7925 3220 (36)16d 12 16d 2 PLY LVL W HGUS412 75 9155 9155 4055 (56)16d (20)16d 2 PLY LVL X HGUS412 L 75+161 5035 5035 2028 (56)16d 20)16d 2 PLY LVL Skewed 45' Lf X HGUS412 R 75+161 5035 5035 2028 56)16d (20)16d 2 PLY LVL Skewed 45' Rt Y HUC412 Min 75+161 2145 2680 1085 16 16d 6)10d 2 PLY LVL Inverted Flange Y IHUC412 Max 75+161 2950 3685 1810 (22)16d (10)10d 2 PLY LVL Inverted Flange Z HGUS5.50/12 76 9155 9155 4055 (56)16d (20)16d 3 PLY LVL ZZ HGUS7.25112 76 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 H16S 138 - - 1470 10)10d x 1.5 2 10dx1.5 Tie Down Short` UL2 H16 138 - - 1470 10)10d x 1.5 2 10dx1.5 Tie Down Lon UL3 H16-2 138 - - 1470 10)10d x 1.5 (2)1 Odxl.5 Tie Down 2 Ply Truss UL4 MTS12 139 - - 1000 7)10dx1.5 7 10dx1.5 Tie Down Twist Strap 12" 10 UL5 HTS20 139 - - 1450 12 10dx1.5 12 10dx1.5 Tie Dawn Twist Strap 20" UL6 MSTA36 131 - - 2050 13)10d (13)1 Od Tie Down Flat Strap 36" UL7 MGT 126+141 - - 3965 Threaded Rod or 22)10d Tie Down or Add UL8 UL8 IPHD5 26 - - - 14 SDS1/4x3 Add UL7 Tie Down Add U1-7 UL8 PHD5 26 - - 4685 Threaded Rod Tie Down TSB2-24 120 4 10dx1.5 Brace Truss S aver THA/ ADJUSTABLE THACTRUSSHANGERS Designed for 42 floor trusses and 4x beams, the new THAR/1_422 has a standard skew of 45 degrees. Straps can be formed to give top flange hanger convenience. PAN nailing helps eliminate splitting of °' m I ® • ✓� 42 truss bottom chords. i m• 'j� The TNA series'extra long straps allow full code nailing and can be ° field-formed to give top flange hanger convenience. MATERIAL:See table. FINISH:Galvanized 1 INSTALLATION:•Use all specified fasteners.See General Notes. ° •THAR/1-422—install 10dxl1/2"nails into carried member PAN 19• H nail holes and 10d common nail into round joist nail hole. Use 10d common nails into carrying member d Two different installation methods may be used: Maximum nailing–install ail face nails according to the table. w I y 13r;for Nails used for the joist attachment must be driven at an angle so d f -2. • THAc422 that the penetrate through the corner of the oist into the header. Vat for Y P 9 1 A THA29 THA422-2 With single 2x carrying members,use 1Odx11/2"nails into the •1� THA426-2 carrying member,and 10d or 16d commons into the carried THA member,and use 0.81 of the table value for 18 gauge,and 0.68 of the table value for 16 gauge. Minimum nailing–For the THA29,the minimum nailing schedule THAC422 THAR/L422 requires the use of joist double shear nailing as detailed above, ;k and that the strap be field-formed over the header a minimum of 2'/2".A minimum of four top and four face nails must be used. 4x Naller For all models except the THA29,the minimum nailing schedule ?c�r w a Top Nails PI may be followed where double shear nailing is not possible, # provided the strap is field-formed over the tap of the header a minimum of 11/2"for the THA213 and THA413,and 2"for all others,and a minimum of four top and two face nails are used. s 2 The joist double shear nailing tabs are easily straightened so that r r s' °_' Nails the nails can be driven straight into the joist. For the THAR/1-422, a minimum of four top and 2 face nails must be used. CODES:See page 8 for Code Listing Key Chart. Typical THA Installations .z Dome Double Shear r Double Nailing prevents Double Shear ,!Dist Straight Nails tabs breaking off ShearNailing___ Nailing Top View Typical THA (available an Side View a,48o,9aPatent Minimum Nailing Configuration on some models) 00 a 4x Nailer(except THA29) U.S.Patent 5,603,580 t Down Doug-Fir-Larch/Southern Pine Spruce-Pine-Fir Minimum Dimensions Fasteners Allowable Loads` Allowable Loads° Madel Code Carried No Go Carrying Carried Avg Uplift2 Floor Snow Roof Uplift, Floor Snow Roof Rei. Member W H C T p I Face Straighe I Slant Me (160) (100) (115) (125) '160) (100) (115) I(125) MINIMUM NAILING—TOP FLANGE U, 2x4 ITHA29 18 1 1 gly,. I 5y, 14-10d 4-1Od — 410d 8167 750 2260 2310 2350 750 1740 1785 1815 2x6 ITHA21T 1 18 , 1 y. 13 5y, 4-10d 1 2-1 Od 4-1 Odx1 y2 — 5343 — 1615 1615 1615 — 12801 1280 1 1280 0 2x6 THA218 18 1 17 X, 5Y, 4-1 Od 2-10d 4-1Odx1 — 5343 J1 12801280 17 — 2 2x10 THA218-2 16 3Y, 171 8 4-16d I 2-16d 6-16dx2 — 5085 — 1635 1635 1635 — 1465 1465 1465 1,36, a t 2 2x10 THA222-2 16 3 22 8 4-16d 2-16d 6-16dx2 — 5085 — 1635 1635 1635 — l 1465 1465 l 1465 84,122 r 46 THA413 18 : 3 13 4 4-10d 2 10d 4-10d — 5343 i — 1615 ! 1615 1615 — 1280 1280 1280 0 410 THA418 16 3 1 7y2 7/7e4-16d 2-16d 6-16d 15085 1 1635 1 1635 1635 — 1465 146511465 4x10 THA422 16 3 22 7r 4-16d I 2-16d 6-16d 15085 — 1635 1 1635 1635 1 — 1465 1465 11465 4x10 THAC418 16 3 17 7/ 4-16d 2-16d 6-16d — 5085 — 1635 1 1635 1635 — 1465_ 1465 f 146_5 170 g 4x2 truss THA426 14 35 26 7y 4-16d 4-16d 6-16d — 8720 — 2425 2425 2425 — 194.0 1940 1 1940 I L MAXIMUM NAILING—ALL NAIL HOLES FILLED 2x4 ITHA29 1B 15 9 5Y. 116-1Od 1 1 4-1 Od 8250750 2T25 2310 2350 750 1740 1785 1815 2x6 1 THA213 18 ! 15 13 5 Y, 114-1 Od — 4-1 Od 7983 930 1795 1840 1870 780 85 :1450 2x6 THA218 18 15 117 5 — 18-1 Od — 1 4-1 Od _9120 930 1795 184011870 780 1385 1425 1450 2 2x10 ;THA218-2 1 16 3 171 8 — 16-16d — 6-16d 11500 i 1550 —2830 1 3050 3050 1355 2385 2740 12820 (2)2x10 'THA222-2 1 16 3y, i 22 8 1 — 122-1 — 3-16d 130671 1550 3510 ; 3595 3650 1355 1 2705 12775 12820 1,36, li 46 THA413 18 35 13 4 — 14-1 Od I — 4-1 Od 7983 930 1940 2235 1 2400 1780 1660 1910 12075 84 122 410 iTHA418 161 35 1 7y, 7> — 16-16d — 6-16d 1150011550 283013050 30501 1355 2385 274012980 4x10 THA422 16 i 3Y 22 1 7% — ;22-16d I — 6.16d 130671 1550 3630 4090 4145 1355 3075 3145 3195 410 THAC418 161 3% 17y 7% — 16-16d� — 6-16d 1150011550 2830 30501 3050 1355 2385 2740 2980 170 42 truss THA426 14 3% 26 7% — 30-16d 1 — 6-16d 14836 1715 4020 4625 1 4655 1355 3480_4000 4030 FACTORY SKEW 45' 31 4x truss iTHAL/R422 16 3/ 22se 8 4-10d 2-1Od 1-1Od 2-10dr.1 - �5% — 1090 1090 i 1090 ! — 91� 915 2i5 160 1 4x truss iTHAL/R422: 16 35/1 225/0 8 i 4-10d 112-10d 0d 2-10dx1 . r3" 310 1416 1628 1 1675 260 1190 1370 140 1.16d sinkers may be used to replace 16d commons at 0.85 of table load. 4.THAR/L422 1wi,i gd lap nails and 2-iOd face nails:When the hanger 2.Uplift has been increased 33%and 60%for earthquake or wind loading height is u= : sn 9'io 12",isle allawahfe download is 1440 Ills for DFL with no further increase allowed:reduce where other loads govern. and 1210 ho.wi :;PF Ho lurther increasa allowed. 62 3.Roof loads are 125%of floor loads unless limited by other criteria. MANNING BUILDING SUPPLY James Bratcher 3 Nov 2004 3:41 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256 (904)268-8225 FASTBeam®Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 4.0 Build: 4.0.0.6 Project : D1071.FBD BESTCON LOT 19 HIDDEN PARADISE - Mark# : BM3 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 po Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 565 psi 3.5", 565 psi 3' 1 3/8" 4'7 7/8" Im LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 psf,•Roof:Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 55 40 100% 0 0'0" 7'9 1/4" FLOOR LOAD fm 2 Concentrated(lbs) 346 252 100% 0 T9 1/4" F1 3 Uniform(plf) 110 0 100% 0 010" 7'9 1/4" WALL 4 Span Carried(psf) 42 30 125% 0 0101. 7'9 1/4" 15'3 1/2"s.c.(Slope:6.0/12) -C2 Uniform(pif) 15 0 0 0 7'9 1/4" Self Weight *Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 3316 1284 Min R'n 1572 126 DL R'n 1572 406 Min Brg(in.) 3.00 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 847 2 0'2' 71 13300 125% 0.06 M(ft-lbs) 2481 2 010. 71 44445 125% 0.06 RtRn(lbs) 1284 0 7-9- 73 6921 100% 0.19 See Note#5 IntRn(lbs) 3316 0 3'1" 71 6921 100% 0.48 See Note#5 LLDefl(in.) 0.01 1 0'0" 72 0.21 2L/8076 TLDefI(in.) 0.02 1 010. 72 0.31 21-14864 USE. GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. e„ NOTES: 1.Designed in accordance with National Design Specirications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rn from 'Supports'section above. 6.Bearing length based on design material,support material capacity shall be verified(by others). gm 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9.Nail plies together with 16d nails @ 12'o%along top and bottom edges and thru center.Nail from alternate faces,2'from edges. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Allowable upward defection for cantilever is the greater of 0.20'or the cantilever span(inches)multiplied by 2 and divided by the factor shown in Max Dell(located above beam drawing). 12.For explanation of GROUP,change to expanded printout. MANNING BUILDING SUPPLY James Bratcher 3 Nov 2004 3:41 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256 (904)268-8225 FASTBeam@ Engineering Analysis @1996-2003 Georgia-Paci#c Corporation Version: 4.0 Build: 4.0.0.6 Pro]ect : D1071.FBD BESTCON LOT 19 HIDDEN PARADISE Mark# : BM4 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 lm Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 565 psi 3.5", 565 psi 15'3 1/2" LOADS Project Design Loads:Floor:Live=40 psi,Dead=15 psf,, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start@End Span# Starts Ends Additional Info 1 Uniform(plf) 55 40 100% 0 0'0" 15'3 1/2" FLOOR LOAD 2 Span Carried(psf) 55 40 100% 0 0.0. 163 1/2" 10'0"s.c.-CONY.FRAME DECK 3 Uniform(plf) 110 0 100% 0 010" 15'3 1/2" WALL Uniform(plf) 15 0 0 0 15'3 1/2" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span go SUPPORTS(lbs) 1 2 Max R'n 3476 3476 Min R'n 1641 1641 DL R'n 1641 1641 ' Min Brg(in.) 1.76 1.76 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 2803 1 13'10" 21 10640 100% 0.26 M(ft-lbs) 13287 1 7'8" 21 35556 100% 0.37 LtRn(ibs) 3476 0 0101, 21 6921 100% 0.50 See Note#5 RtRn(lbs) 3476 0 15'4" 21 6921 100% 0.50 See Note#5 LLDefI(in.) 0.13 1 7-8- 21 0.51 L/1370 TLDefl(in.) 0.25 1 7'8" 21 0.76 U723 USE. GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 6. Verify that load is applied at top or equally from both sides. 9.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. mo 11.For explanation of GROUP change to expanded printout A spine Engineered Products, Inc. 1930 Martpy Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:587 Florida Certificate of Product-Approval#FL1999 ,Pago l of 1 Document ID:I3HQ131-Zib031707A7 Truss Fabricator: Manning Building supply Job Identification. 01071F=-- LOT 19 .BIDDEN PARADISE Truss Count: .7 Model Code: Florida Building Code 2001 Truss Criteria:' ANSI/TPI-1995(STD) Engineering Software: Alpine Software,Versions 5.02, 7.04.0805.14 7.02.0527.09. Structural Engineer of Record:- Z, Address:, o Minimum Deiign Loada: Roof - N/A Y - Floor - 55.0 PSE 0 1.00 Duration Wind No' Wind Nates: - Se •=i1/03J�OQ4 w4 1 Determination as to the suitability of these truss components for the , ' - _ structure is the responsibility of the building designer/engineer of, TraassigiEinee, ~` , record, as defined in ANSI/TPI 1-1995 Section 2,2 Arthur"R.Fisher Florida License Number:596$7 2. The seal date shown on the individual truss c ent drawings must match the seal date on this index sheet. �n l9so Marley Drive Haines City,FL 33844 3. The loads indicated on all referenced girded 0, consistent with "the truss layout provided by Manning Bui1di`ng Supply for the,aboy + � �ntification. Loads applied by non-truss elements 'and basic load parameters a_t *,oved by the EOR/building designer. € E 4. As shown on attached drawings; the ��, MCUSR151 ti Details: GBLSY42A-GBLSY42B F iFk"R �E Y d"43VIN *TV�€ �l 400,16 1, [f _Z E" EKYSih41 :4.f, � T J �f 5 ;{ X44 E j UO ENGINEERING, tNr. '9610 BROKEN OAK SLVD. ° JACK SONVILLE• FLORIDA 32257 FL.CERT.O AUT14ORIZATION No 97" �K ` SHOP DRAYVMG REVIkW DISPOSITION p APPROVED APPROVED AS NOTED p MT APROAO ; Etl tittoot Of Rt W*. FL,Cort.No.39476 LOUIS J. GAOFOEL, P.E tho pr4ir4ntl+lo�+not*ol4avo tt�s V*Pw,of ft%vardtAftNwrowdam: of tlMldt carr t ►toe xs air O�dt'tAoe s �6rlpg�, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) S08MITTED BY TRUSS MFR. (Dl07lF- - LOT 19 HIDDEN PARADISE Fl) Top chord 4x2 SP #2 N Girder supports: 6-0-0 span to TC one face and 2 0-0 span to TC/BC split Bot chord 4x2 SP #2 N opposite face. Webs 4x2 SP ff3 Deflection meets L/360 live and L/240 total load. H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. Truss must be installed as shown with top chord up. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 15" Typ. 1 .5X4111 3X3= 3X3= 1.5X4(R) = 1.5X4(R) _ T 1 0-8 1-0 8 1 4 0 +9 1-2 3X3= 2X4111 3X5=- 13-6-0 X5=13-6-0 Over 2 Supports) E R-345 W=3.5" R=345 •`��VR R. PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 5.0 q P 11 '• T it FL 3 E Scale ""WARNING—TRUSSFS REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. (- • � �•j REF 'I 62448 o REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTI(UIE, 5B3 r = : ��. TC LL 40.0 P S F R LI 8 15 1 6 2 4 4 8 D'ONO"ED DR.. SUITE 200, MADISON, WI 53719) AND WICA (HOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN.0 : u -�� : `L 11/03/04 I'I MADISON. WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING 1HUSE FONCT[ONS. UNLESS OTHERWISE IND[C AT FD[ ry TC DL 10.0 0 P S F D A T E 1 1/0 3/0 A TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED( i • •. 1i L J /1 L J `# RIGID CEILING. BC DL 5.0 PSF DRW HCUSR151 04308241 '*IMPORTANT*"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • TNTC OFPRO • t -ENG /� R A ALPINE 7RUSSCIN CONF O RMA NC EL WIDTH B P IRESPONSORLFA D R RCA TIN HA NDI IIN FROSHIPPINGESINS TALL IN GYbFBR ACINGTOFB T R U DSS E SE • (� •TH B C L L O.O P S F H`i-E N U E J"/"F DESIGN CONFORMS WI TM APPLICABLE PROVISIONS OF NDS (NA170NALDESIGN SPEC. BY AFFPA) AND TPI. ALPINE �R1D CONNECTOR PLATES ARF MADE OE ZO/18/166A (W,H/S/K) ASTM A6SI GRADE 40/60 (W, K/H,5) GAL Y. STEFL. APPLY •••N `, T 0 T.L D. 55.0 P S F S E A N 12282 PLATES TO FAC.H FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. • t 1pineEngineeredProducts, nC. CIA III "I)ANY ICNTES PLATES Af,CEPTANCEDOFDPROFF.SSI0 ALIENGINEERINGERESRONSIBILITYU"SOFFIYTFOR THE TRU SSAC.OMPONENT , '` DUR.FAC. 1.00 FROM KP 1950 Marley Drive DFSI N SHOWN. Tl SUITABILITY AND USE DE THIS(HMPnNFNT FOP ANY BUILDING IS THE RFSPONSIBIIITY OF THF N 0 '+141 1 1 ..Haines „. 338 Bun NJ , TPI 1�, ,: .-„ K.,.,..:r ,;_., _ CINE _4. J 1Sh�,.y., ZlE� ertifi e o u'ori ti ,.....,� , ., - L- �., :r. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1071F - - LOT 19 HIDDEN PARADISE - F2) Top chord 4x2 SP #2 N This truss spaced @ 24.0" OC supports additional concentrated load at Bot chord 4x2 SP #2 N right end from 9.09' stud wall (13.75 PSF) supporting 2 0-0 roof spans Webs 4x2 SP #3 with 2 0 0 overhang. Roof load: 30.00 psf LL and 12.00 psf DL. ** NEGATIVE REACTION OF -503 # MAX (SEE BELOW) FROM Truss must be installed as shown with top chord up. A NON WIND LOAD CASE REQUIRES UPLIFT CONNECTION. ** PROPER FUNCTION OF TRUSS REQUIRES RIGID ANCHORAGE AT BEARING FOR NEGATIVE REACTION SHOWN. BUILDING DESIGNER MUST APPROVE CONDITION. ** SPECIAL CONNECTION REQUIRED FOR THIS BEARING CONDITION. 15" Typ. C` -1 3X3= 3X3= 3X6= 3X3= 1.5X4(R) = 1.5X4(R) 1-0-8 1 0 8 10 ** +9 1-2 2X4111 3X3= 3X5= 2X4111 3X5= 1 2-11-10� —7-5-12 Over 2 Supports ** R--503 R-1714 W-3.5" is 00 t� PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04c0 i' F Y'j FL 3 E - Scale =.375" Ft. **WARNING**TRUSSES RFDUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. C • •. 3 T C L L 40.0 P S F R E F R 15 1 62449 REFER 70 PC SI 1-03 (BUILDING COMPONENT SAFETY INF DRMATION). PUBLIS HEU BY TPI (TRUSS PLATE INSTITUTE, 583E : - ) D'ONOFRIO DR.. SUIIF 200. MADISON. WI 53719) AND WT CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. C : d•�� : ') MADISON, WE 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. TIN LE SS OTHERWISE INDICATED. 4 • • ('t.Tl, DL 10.0 P S F DATE 11/D3/D4 TOP CHORD SHALL HAVE PROPFRI.Y ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALT HAVE A PROPERLY ATTACHED y • a7 P.I OF CEILING. BC DL 5.0 PSF DRW HCUSR151 04308242 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED STAT[OF " /` PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAJLORF TO BUILD THE A • B C L L (] D P S F H C-ENG E J R A F ALPINE TRUSS IN CONFORMANCE WITH IPI; OR FABRICATING, HANDIINC., SHIPPING, INSTALLING R IT OF TRUSSES. O �`1 Ory��.••r� DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NA1fUNAL DESIGN SPEC, BY AF RPA) ANU TPI. ALPINE ` t\ CDN N I'.CTOR PL ATFS ARF MADE OF 2U/16/LEGA (W.H/5/k) ASTM A653 GRADE 40/60 (W. K/N.S) GALV. STEEL. APPLY �r •...• . T O T L.D. 55.0 P S F S E 0 N 31571 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON TH I5 DESIGN. POSITION PER DRAWINGS I60A-I- • ,� L CH THIS (pine Engineered Products, nC. DRAWINGANY PTNDICNTES OF PLAITS ACCFPTANCEOOFDPROFESSIONALIENGINEERINGANNEX RE5PONSIBILITYOOSOLEIE 3FOR THE TRUSS ACOMPONENT '� , D U R.FAC. 1.00 FR0M JB 1950Marlev Drive DE SI VJ�I[ gILTTY A D IISF OF THIS COMPONENT FOR NY BUILDING IS TILE RESPONSIB I TTY OF THE N , f,`4,y', Hanes ... 3384C, BHII ',.n.:::;.I GNER •...at.w, TP1 I „_. �, .., ;.,...:. ;riu.,..:. ... _,. :,:,,. .., .:.:.0 IN ,..�.. .:'4.0�,.::. JIB., ::1SHt,w'..;._Z1� n `� ificat'0 oriza n / THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1071F - LOT 19 HIDDEN PARADISE F3) Top chord 4x2 SP #2 N See ANSI/TPI 1 02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 This truss spaced @ 24.0" OC supports additional concentrated load at right end from 9.09' stud wall (13.75 PSF) supporting 2 0 0 roof spans Truss must be installed as shown with top chord up. with 2-0-0 overhang. Roof load: 30.00 psf LL and 12.00 psf DL. 3-9-6 24" J 7-0-2 15" Typ. —� 3X3= 3X3= 3X5= 4X4= 3X3= 1.5X4(R) = 1.5X4111 1.5X4111 3X3= 1.5X4(R) 1 1-0-8 08 1-40 +9-1-2 3X3= 3X3= 3X3= 3X3= 3X5= 2X4111 2X4111 4X4= L<--2-11-10-- 12-9-8 Over 2 Supports '1 R=416 W=3.5" R-1662 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD 7.04 ,• 1 ;3 FL 3 E [ Scale 62450 Ft. *REFA RN ONGAA flCSl TRUSSES 03 (BUILD TNG COMPONENT ARE IN S AFETY FABRICATION.INFORMATIION),f1PUBLISHFO BY TfPI NG.ITRUSS TP LATE P AND BRACING.INSTTITTUTE, 1.1 LI' • •• T C L L 4 0 0 P SI REF R151-- 6 2 4 5 0 4 to `. D'ONOFR IO UR.. SUITE 200. MADISON, WI 53719) AND WT CA (N000 TRUSS COUNCIL OF AMF,R ICA, 6300 ENTERPRISE IN.� • /� • MADISON. Wl 53]19) TO SAFETY PRACTICFS PRIOR f0 P(RFDRMING THESE FUNI:I IONS. UNLESS OTHERWISE END TC: .��J8�7 tr�- T C D L 1 0.0 P S F DATE 11/03/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTUR A I. PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C t BC DL 5.0 PSF DRW HCUSR151 04308243 —IMPORTANT** FUPNISII A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • rATC-OF PROOTIC TS, INC. 511111_ NOT BE RISPUNSIBLE FOR ANY DEVIATION FROM PHIS DESIGN: ANY FAILURE TO BUILD THE ' • BC LL 0.0 P S F HC-ENG E J R/AF ALPINE TRUSS IN CONE OR MANCE WITH TP1: OR FABR If.Ai IN G. HA OLIN" SHIPPING, INS TALL tNf R GRACING OF TRUSSES. OR�D�••. BE SIGN CO NI ORMS WIIH APPLICABLE PROVISIONS OF NOS INATIONAI OESI GN SPEC, BY AFSPA) AND 1P I. ALPINE [[ [(� f.ONXECT OP PI ATFS ARF MAD' OF 20/lA/Ifi GA (W,IT /K) ASTH 1653 GRADE 4pj60 (W. K/H.S) GALV. SIEFL. APVLY • TOT.L D. 5 5.O P S F S E Q N 31567 i� PLATES TO EAC 11 FACE OF TRUSS AND, ON OTNER WISE LOCATED ON THIS DESIGN, POSITION PIR DRAWINGS 1601 'I (` F,,� 11 (il BE L ON THIS 71ppine F[1glllCEiC(I PLOaUC1S, T1C. DRAWINGAll P INIIICATES PA(fF PTANCE1 AIIS I'll 11 Of DPPCFES510NALLE NGINEER INGERESPONSIBILIIY1 Al Ill I'll 0050LEtV3FOR fN[ TRUSSACOMPONE Ni , , , D U R.FAC 1.00 F R 01'1 J B 19V Muley DRVe DESIC. SHOWN THE SUITABILITY AND USE 0t THIS COMPONENT FOR ANY BOH DING 15 THE RFSPONSIBIL IIY OF THF N ��L,�, i,` :eHficaenza�o 3t➢i BU unNEP ..s.,,TPI 1 �..�.:, aw.., ,....,:. M "..�,.: ]} ,;:.....::. ....,v.CINt ,:....:'4.0 .;, J .... -:1SH .... ,._Z1Q1:.; THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED By TRUSS MFR. (D1071F - LOT 19 HIDDEN PARADISE F4) Top chord 4x2 SP #2 N See ANSI/TPI 1 02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 This truss spaced @ 16.0" OC supports additional concentrated load at right end from 9.09' stud wall (13.75 PSF) supporting 2-0-0 roof spans ** NEGATIVE REACTION OF -239 # MAX (SEE BELOW) FROM with 2-0-0 overhang. Roof load: 30.00 psf LL and 12.00 psf DL. A NON WIND LOAD CASE REQUIRES UPLIFT CONNECTION. Trusses to be spaced at 16.0" OC maximum. ** PROPER FUNCTION OF TRUSS REQUIRES RIGID ANCHORAGE AT BEARING FOR NEGATIVE REACTION SHOWN. BUILDING DESIGNER MUST APPROVE CONDITION. Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 3 9 6 24" J 9 6-2 151, Typ- 4X4= 4X4= 2X5111 2X5111 5X5= 5X5= 5X5= 4X4= 4X4=- 1 5X4(R) X4=1.5X4(R) = 1.5X4(R) = 1 0 8 1-0 8 1-4-0 �* +9-1-2 3X3= 3X3= 3X5= 3X3= 3X5= 3X3= 2X4111 2 X 4 III 4X4= 5-5-10 '1 15-3-8 Over 2 Supports R=194/-239 W=3.5'1 R-1475 W=3.5" �� •-•Iilil�i�ry .� SVR R.�rja PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. jri5•••• f�C •'•. 1d"3 FL/-/3/-/E/-/- Scale '*WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. .(- :3 REE EP TO CS 103 (BUILDING COMPONENT SAFE IV INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583r �' ; 'F_: T C L L 40.0 P S F R E F R151-- 6 2 4 5 1 D'UNOFRIO OR.. SUITE 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNC TL Of AMERICA. 6300 ENTERPRISE IN • • MADISON, WI 5371 9) FOR SAFETY PRACIICFS PRIOR IO PERFORMING THESE FONCITONS. UNLESS OTHERWISE IN IC AT �• .96 87 T C D L 10.0 P S F DATE 11/03/04 TOP CHORD SHAIL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED( y ' RIGID CF(LING. • ii t STA EOF BC DL 5.0 PSF DRW HCUSR151 04308244 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED -. p (' LJ ALPINE PRODUCTS. INC. SHALT NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; NY FAILURE TO BUILD THE (1 J C L L O.O P PSF C-E N G E ]R/A F TPUSS IN CONFORMANCE WIIH TPI; OR TARP IC AI IN G, ti AN D1-ING, SHIPPING, INSTALL LNG 8 BR Af.LNG OF IR USS"S. DESIGN CONI ORMS WIIH APPLICABLE PRUVISIVNS OF NOS (NAIIVNAL DESIGN SPEC, BY AFAPA) AND TPI. ALPINE _ _ COS CTOP PLATES ARE MADE OF 20,18/16 GA (W.H/S/Y) ASIM A653 GRADE 40(60 (W. K/H.S) GAL V. STEEL. APPLY . ••• �• T Q T.1-D. 55 0 P S F S E A N- 31546 PI.A IES TO EACH FACE OF TRUSS AND, (INLESS OTHERWISE LOCATED ON THIS DESIGN. POS I7IOH PFR DRAWINGS 1ti0A-Z. I ineEn ineeredProducts, nc. ANY TNSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNE% A3 OF TPIt 2002 SEC.3. A SEAL ON THIS - *I •• ,•••` OUR FAC. 1.00 FROM JB P g DRAWING INDICATES AC LANCE OF PP()ESSIO NAL ENGINFERI NO,0.E SPONSIBILITY SOLELY FOR THE TRUSS f,OMPONENI +'+,,, 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE Haines 338 Bun 1GNFR III IIV .,s F< NO 4 CIN( ,,, 6.0j,_, ��,- 15N ..< _Z1 :. ' "fifi ate 1#ubriza' R#"., -:", ,.. ,;. < ,y: :;, .;; nj THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1071F - LOT 19 HIDDEN PARADISE F5) Top chord 4x2 SP #J2 N See ANSI/TPI 1 02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP y2 N Webs 4x2 SP #k3 Deflection meets L/360 live and L/240 total load. SPECIAL LOADS Truss must be installed as shown with top chord up. --- - (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 630 PLF at 0.12 to 630 PLF at 15.17 BC From 10 PLF at 0.00 to 10 PLF at 15.29 3X3= 3X3111 2X4111 3X3111 3X3111 3X3111 3X3111 3X3111 2 X4 111 3X3111 3X3=- 1 X3=1.5X4(R) 1.5X4(R) 1 0-8 1_,_, 0 8 1 4 0 +9 1-2 2X4111 4X4= 4X4= 2X4111 15-3-8 Over Continuous Support R-630 PLF W=15-3 8 P7 Note: All Plates Are 1.5X4 Except As Shown. � �1VR R'�z ��, .,,.......,, PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7.04. � f�C .�TY,>1 (FL/-/3/-/E/-/- AL 3 E - S[cale 62452 Ft[. **WARNING** TRUSSES RLQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. • T C L L 40.0 P S F REF F R 1 5 1 6 2 4 5 2 REFER 10 SCSI 1-03 (BUILDING COMPONENT SAFE iY INEORMA170N), PUPL[SHEU BY TPI (TRUSS PI.AIE INSTITUTE, 563 E • • D'0N0FR II DR., SUITE 200. MADISON, {!I 53]19) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6700 ENTERPRISE LNC : Q�69687 * �' . [ MADISON, WE 53719) FOR SAFETY PRACIICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OIHE.RW ISE INDICATED( , '+ T C DI l 0.O P SI DATE 1 1/03/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED. ■ t'_ 1i L 1 1 RIGID CEILING. 8 OF BC DL 5.0 PSF DRW HCUSR151 04308245 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '� HC-ENG J ALPINE PRODuc TS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DIVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE R1D�'..�' B C LI 0.0 0 P S F TIC-E N G E 1D/A F TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HA NO ING, $HIPPING. TNSTAI I.1 NG R BRACING OF TRUSSES. LT L L Ufl DESIGN CONFORMS WITH APP ICABLE PROVISIONS 0E NOS (NATIONAL DESIGN SPE f„ BY AFRPA) AND TP[. ALPINE CONNECTOR PLATES ARE MADE IF 20/IB116GA (W.HFSNR) ASTM A653 GRADE 40160 jW, NJH,S) GAL1. SIL F. APPLY �� '•• �� TOT.L D. 55.0 P S F S E Q N- 31559 PI.AUS TO EACH FACE IF IN AND. ON OTHERWISE LOC ATE0 ON THIS DES(GN, POSITION PCR DRAWINGS 160A Z. _--- i� _.a n ANY INSPECTION OF PLATES FOLLOWED BY (i) SNAIL 8E PER ANNEN A3 OF TPI1-2002 SEC.3. A SEAL UN THIS 71pine EUg1UCCCECI Products, UC. DRAWfNG INp[CAT ES AC CF PTANCE OF PR OT ESS ZONAL Erie INEERING RF SP/NS TB IF ITV SOLELY fOR THE TRUSS COMPONENT +1,1 1 ' D U R.FAC 1.00 FROM J B 1950 Marley Drive DISI N SHIWN. IH SIITABILI TY AND USE OF THIS COMPONENT FOR ANY BIM.DING IS 111 RESPONSIBII TTY OF INE -Haines 118 BUI .rv......Ir.nFR .'TPI 1 ertise {u ori ti ,. 9,. . ,, ..., , .,:, .:.,x N° 4 �..... � C I N ,.14.Ot, J 1 S ,., Z 1�. :; THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1071F - LOT 19 HIDDEN PARADISE F6) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 4 10-0 24" 4 10-0 15" Typ. 1- 3X5= 3X3= 3X3= 3X3= 3X3= 3X5= _ 1 .5X4(R) 1.5X4(R)= T --L 1-4 0 0-8-8 0-8 8 -I— fl —F *9-1-2 3X5= 3X3= 1.5X4111 1.5X4111 3X3= 3X5= 2X4111 2X4III 11-8-0 Over 2 Supports J R-629 W=3.5" R-629 14=3.5" % RR . . ,a PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.OFL/-/3/-/E/-/- Scale AAWARNINGAA TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. �I' = 4 C 7 T C L L 40.0 P S F R E F R151-- 62453 REFER TO SCSI L-03 (BU[I.DING COMPONENT SAFE 1NFORMAT LON), PUBLISHED BY TPI (TRUSS PLAIE INSTITUTE, 583 • U'ONOFRIO Dft., SUETE 20U. MADISON, WI 53]19) ANO MICA (W 000 TRUSS f.OUNCIL OF AMI ICA. 6300 ENTERPRISE LNDICATID,� o.69687 : _' T10P I CHORDNSHALE I HAVE SAFETY P PRO P FR.I Y ATTACHED S STRIICTURALP PANELS AND ANDT BOTTOMSI CHORDSHALL N HAVE AT PROPERLY I ATTACHED I J` 1 T1. D L O.0 P S F DATE 1 /1]3/0 4 RIGID CEILING.. ii J ��' OF BC DL 5.0 PSF DRW HCUSR151 04308246 "IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINFFRED �� ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DFVTATIQN FROM THIS DESIGN: ANY FAILURE TO BUILD THE +� -.�i' BC LL 0.0 P S F HC-ENG E J R/A F TRUSS IN CON,OBEANCF WITH TPI: OR FABRICATING, HANDL L, G. SHIPPING, INSTALLING B BRACING OF TRUSSES. K DESIGN CONFORMS WI1H APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE .••• (' (� (� CONNECTOR PI.ATFS ARI MADE OF "/18/16GA (U,H/S/K) AS TW A6IT GRADE 40/60 (N. K/H,S) GAIV. STFEL. APPLY TOT L D. 5 5.0 P S F S E O N 6 3 165 .a n .a PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHLRW ISE LOCA FID ON THIS DESIGN. POSITION PER DRAWINGS 160.A-7. , •. • . II1C I,'ll lI1CCICa CLOdUCI$, LIC. ANY INSPECTION OF PLATES FOLIOWED BY II) SHALL BE PFR ANNEX A3 OF TP1120U2 SEC.i. A SEAL ON THIS `,I pv P g DNAWING INDICATES ACCEPTANCE 11 PROFESSIONAL ENGINEEP[NG RE 5PONSIBILIIY SOLELY FOR THE TRUSS COMPONENT ,, ,++,`,'�, D D R.FAC. 1.0 0 FROM J&B B I950 Marley DfIYC DES H SHOWN. TH SUIIAB It TTY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY O, THE '.�i.erti5cat r�Yi riz h it�`'I BDI ,;:.l..r laxee <,�,' TPI I IL-,.u... ;., - t.�_�.�.; i, �,,- 9,,� .;.. N0 � 4 � _ ��.. C I N�„.:..�..:,,14.0t-,,,, s.' J�.._ 1 S4,,-- �;_Z 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1071F LOT 19 HIDDEN PARADISE F7) Top chord 4x2 SP #2 N + 2X6 continuous strongback. See ANSI/TPI 1 02 Sect. 7.5. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. J 241 _I 6-7-8 — ! 6 7-8 15" Typ. 1' 11 3X5= 3X3= 3X3= 1.5X4111 1.5X4111 3X3= 3X3= H5= 1.5X4(R) = 1.5X4(R) = T 1 0-8 + 1-0-8 1 4 0 +9-1 2 3X6= 3X3= 3X3= 3X3= 3X3= 3X6= T 2X4111 2X4 III 15-3-0 Over 2 Supports Dd R=839 W TOP f'ItC R.D } ;? P tI ° I ` - �'I _ x _. ) � — B - L BOT CHORD 4X2 SP ;-t WEBS tX2 SP 3 THIS TRUSS DESIGNEtD TO StrPPOI,T: 628 PLF REFER TO DRAWING JGOZ, FOR TYPICAL PLATE LOCATIONS* MAXIMUM UPWARD TOP CHORD LOAD It 400 PLT', PROTIDE ANCHORAGE CONTINUOUS TO FOUNDATION. SY NI 'BOUT! 1) 2"0" FLOOR LOAD 55 PSF AT 1,010 DURATION I MAX i MAN r• --*-�I � o" STUD WALL, (110 PLF)" 00" ROOF :PAN WITH NO OVERHANG: 3` OR 40 PSF AT 1.25 DURATION. OR =4'r PSF AT 1.33 DURATION I .511 � 1 51I 1.514 1.5X4 I `��4 :3X5 — OR ?) °U.O, FLOOR LOAD 55 PSF AT 1.00 DURATION 4-�-0 X4 STAY 8'Q, STUD WALL (110 PLF) — �_��: T Tt = = ? —�-_ 1 r'2 ROOF SPAN WITH NO OVERIIAiytr. 45 OR 50 PSF AT 1.' S T^. DURATION, OR 55 PSF AT 1.3;; DURATION i 5X4 1.514 1,5`t4 1.514 I13 ?XI DRAG LOADS MUST BE TRANSFERRED AND CARRIED LENGTH AS REQ I_RED _ .,.,.. - ,..r Bi PROPERLY ATTACHED STRUCTURAL PAl"aELS. OVER CONTI aUUtTS BEARIINIG TOP CHORD 4N2 SP #1 uE 14na BOT CHORD 4X2 P 41 WEBS 4X2' SP } A) THIS, TRUSS DESIGNED TO SUPPORT 1182 PLF. ALA\IMUM UPWARD TOP CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION, DEFER TO DRIWICIG 160Z FOR TYPICAL PLATE LOCATIOhLS. 1) 2.0.. FLOOR LOAD 55 PSF AT 1 00 DURATION Sl n4AI C' 8'0 STUD WALL (110 PLF) ABOUT! L 16" 1 G, ',O 0" ROOF SPAN WITH 2 O" OVERHANG: 37 OR 10 P,�F' AT 1 25 DURATION. MAX 1I Al OR 47 PSF AT 1 :33 DURATION OR } 0 FLOOR LOAD 55 PSF AT 1.00 DURATION 80 ;STUD WALL (110 PLF) 1 ' l t 1.5X 4 1 5' 1 1,5\4 l.` 1 4 1.'SX I 3`:.`" 30 4 ROOF SPAN tl'ITII ?'{)` OVERHANG: 15 OR 3t) PSF ;1T 1,25_S DE_iRATION, -- — — _ I OR 55 PSL AT 1.3', DURATIONi �� W-,X I"1 1 1 0 B) DUBLE MEMBER MAXIMUMUPWARDITOP CHORD LOAD I 1 DESIGNEDP CHORD. TRUSS PLF � SUPPORT 2038 F PROVIDE ANCHORAGE k1`4 F='`i T CONTINUOUS TO FOUNDATION, 1) C,O.. FLOOR LOAD 55 PSF AT 1.00 DURATION 1.5X4 1.5X4 1.514 1.FDIX-I I,'}N-4 31.3 2X4 8'0 STUD HALL (110 PLF) 60'0" ROOF SPAN WITH 2'0" OVERHANG. 47 OR 55 PSF AT 1.:33 DURATION. '~-_ OVER GT TLaLOI_S BRAI3L`ICr — i OR 37, X10, 45a OR 50 PSF AT 1.:'5 DURATION LEt�iGI'H 1�� RFC�I [RED ri T t T NOTE: FOR DOUBLE MEMBER TOP CHORDS CHANGE 1 5X I 211 3X'3, AND 3`<.5 PLATES TO `'N`. 2X5, 444. AND 4X5 PLATES. RESPECTIVELY, 314 SPLICE PI ,TE`S EAI!kfi Q 4NC�ED- SPACES OF DOUBLE MEMBER TOP CHORD; DRAG LOADS MUST BE TRANSFERRFD AND CARRIED TO �W***V;7ofaA�p��.�,, 13 r- PROPERL`'t' ATTACHF,D STRUCTURAL PAL�FI�S. °�'' o` •••:••�.. .t, THIS DRs.WING REPLACES' DRAWING (35"7,275 ANWi, T -E E,i�E FE11F rhF IN IAFFTTn HAHI>INO -HIP EtI3 Ira-'TALL n r,n r :'�r •� > TC LL -40.0 PSF REF SY42-FLOOR GABLE EFA ur FEP t t 'EU M rrU CA Fh _AF[T, n-M i p l FHPLS NFD G 1F Pl PL CE Itl'T L L � D01r7F❑ Dr rF �� PI c�i i S ., a U -n. Cat IL TPU D Iljl /\ TEFrft F r� Q� �p ��F F rl = P f F O ergo ro.�F` d y z' TC DL 10 0 PSF DATE It/2G O)3 i E C FP 11'0 std t ihi F 9THEF I E i.1CfCATrr nE H�1f 11-U t H /E FEOPFP T fALHED i �: �V _ �r, ,nITCI HPE, ,I1.�E� HTuE a P r�Fa NTT IHU, Fl,rc F.Ft"i,- g} a IDC DL -0 PSF DRjN(1 UBL,I 1?�1I103 U[FOFTAtIT '.P^tF H rl)l OF 'Hi-_ DI trri 7P mTM �:MTFA,-Tl,P. R! EPGI Et ) t � y r � 7�(r' -- — —ip - - -i`, E F_( t E Ff�F E. Gll i }FOl IPi': I1 FA[UFE TO '.I I 1 �V * Bl. ,0 PSF --ENG I1� R -- 0 r_F .11H AFI , V ` LI 0 _ tvILH — ,u _au E1, ;l z Lt Fro 1.16UF a lrr PE-11,H F�._- a�. '•., .�`'� TOT LD 5 O PSF T r AT FIATS. -. i - E TMP S�£ Tom- p E F E CIE TFr r L 0 t� G H r J 'TEL ♦ { '� v T F l Ril O'j PL E P t1 FT k t H - -,1); i 1 �-, t- T 1 >_ tt 1DUR. FAC- 1.00 2c LT n .T) _Hll t rr+E {��# -"' T [7F THE lRihii + 1 -- �— �4P k('INC' 1ROVE PAGE 1 Date: 11/03/2004 MANNING BUILDING SUPPLY LOG # : D1071 TRUSS DIVISION JOB # : JACKSONVILLE r+ Salesman: JOHN FERGUSON Pitch: 6 /12 Customer: BESTCON HOMES Job Name: Address : 1484 LOURAL WAY Address : LOT 19 HIDDEN PARADISE ATLANTIC BEACH 32233 Designer : JB - -- --- -- -- --- - ---- - - --- - - -- - - ------ -- - ---- - --- --- -- --- -- - -- -- - - - -- -- -- - ---- - - Left I Right Qtyl Span I O.H. I O.H. I Description - -- --- -- - - ---- - --- - - -- --- -- -- - --- -- -- ----- - - -- - ---- -- ---- ---- - - - -- - - --------- 1120' 1116" 1196" JA1 7 120 - 1116" 111611 JA2 1120' 1116" 101 IA3 1 1 5' 10" 1 1'6" 1 1'6" I B1 115110" 11'6" 1116" JB2 1115'3"8 11'6" 11'6" IC1 11115'3"8 11' 6" 1116" JC2 18115'3"8 11'6" 10' JC3 1115'3"8 11'6" 1116" JC4 I I I I - I I I I ** Beams ** 2132 1 1 IBM-1 GPLAM 18" 2124 1 1 JBM-2 GPLAM 18" I I I I • I I I I ** I-Joist' s ** 214 1 1 IRJ-1 WI60 - 11 7/8" x 2.5" 216 1 1 JRJ-2 WI60 - 11 7/8" x 2 .5" 218 1 1 JRJ-3 WI60 - 11 7/8" x 2.5" 2112 1 1 JRJ-4 WI60 - 11 7/8" x 2.5" 2114 1 1 JRJ-5 WI60 - 11 7/8" x 2 .5" 2116 1 1 JRJ-6 WI60 - 11 7/8" x 2.5" 2118 1 1 IRJ-7 W160 - 11 7/8" x 2.5" 1120 1 1 JRJ-8 WI60 - 11 7/8" x 2.5" 1122 1 1 JRJ-9 W160 - 11 7/8" x 2.5" 2118 I I IRJ-10 W160 - 11 7/8" x 2 .5" 17124 I I JRJ-11 WI60 - 11 7/8" x 2.5" I I I • J ** Hardware Roof ** 291 - ---- - - -- J -- - -- - 1PLY JOIST -- --- -- 11= - -- SKEW - - -- -------- --- -- -- -- -- - ----- - 42 - Trusses 0 - # of Hardware 35 - # of I-Joist 0 - Piggy' s ' 0 - Jacks 4 - # of Beams 0 - # of Rim Board - -- --- -- - - - -- - -- -- - - - 42 - Total Trusses ( MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:19 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeamO Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : BM1-Roof Desc : Usage : Beam(Roof) Repetitive : No Spacing (in.) : 0.0 OP Max Defl : LL= L/360 TL = L/240 Composite Action : No Slope : 4/12 ( IT M." LOADS Project Design Loads:Roof.'Live=20 psf, Dead=17 psi, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape QStart QEnd @Start QEnd Span# Starts Ends Additional Info 1 Trapezoidal(plf) 114 370 62 200 125% 0 0'0" 27 10 7116' Uniform(plf) 16 0 0 0 2T 10 7116' Self Weight Dimensions measured from left end when span#is 0, otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 3088 4306 Min R'n 1586 2162 DL R'n 1586 2162 Min Brg(in.) 1.56 1.64 [Based on bearing stress below] #p Brg Str(psi) 565 750 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 3478 1 26 3" 41 14962 125% 0.23 AIS M(ft-lbs) 25881 1 168" 41 55520 125% 0.47 LtRn(lbs) 3088 0 0'0" 41 6921 100% 0.45 See Note#5 RtRn(lbs) 4306 0 2T 10" 41 9188 100% 0.47 See Note#5 LLDefl(in.) 0.59 1 13'11" 41 0.98 0602 TLDefl(in.) 1.19 1 13'11" 41 1.47 U297 USE: GPLAM 2.0E 1.75x18.00" 2 Plies Grade,Depth,Pres selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. & This reaction is based on the combination of loads&duration factors that produces the highest stress rado and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from'Supports'section above. &Bearing length based on design material;support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building oMcial should verify the Input loads and product application. 8.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Verify that load Is applied at top or equally from both sides. 10.Nail plies together with 18d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions fior various go DOL may not match total max/min reaction. 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.For explanation of GROUP,change to expanded printout MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:32 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTSeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : BM2 Desc : Usage : Beam(Roof) Repetitive : No Spacing (in.) : 0.0 p Max Defl : LL= U240 TL= U180 Composite Action : No Slope : 0112 LJ ae LOADS Project Design Loads:Roof.Live=20 psf,Dead=17 psf, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape QStart O_End QStart O—End Span# Starts Ends Additional Info 1 Concentrated(lbs) 4306 2328 125% 0 5-0" FROM BM1 2 Concentrated(lbs) 4306 2328 125% 0 1T 0" FROM BM1 3 Span Carried(psf) 37 20 125% 0 so" 1T 0" 20'0"s.c.-FROM RJ10 4 Span Carried(psf) 37 20 125% 0 0101, 22'3 1/2" 1T 8"s.c.-T-3 ROOF Uniform(plf) 16 0 0 0 22'3 1/2" Self Weight "Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 3 Max R'n 4894 14459 2307 Min R'n 2045 6769 -61 DL R'n 2218 6769 723 Min Brg(in.) 2.48 5.51 1.50 [Based on bearing stress below] Brg Str(psi) 565 750 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 6063 1 11'8" 41 14962 125% 0.41 M(ft-lbs) 20181 1 50" 42 55520 125% 0.36 LtRn(lbs) 4894 0 0.01. 42 6921 100% 0.71 See Note#5 RtRn(Ibs) 2307 0 22'4" 43 6921 100% 0.33 See Note#5 IntRn(lbs) 14459 0 13'6" 41 19031 100% 0.76 See Note#5 LLDefl(in.) 0.11 1 6'8" 42 0.67 U1539 TLDefl(in) 0.19 1 681. 42 0.90 U870 USE: GPLAM 2.0E 1.75x18.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verflled by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. b.This reaction is based on the combination of loads B duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from'Supports'section above. 0.Bearing length based on design material;support material capacity shall be verffled(by others). 7.Roof Usage:Install with minimum 114:12 slope for adequate drainage. S.When required by the building code,a registered design professional or building official should verify the input loads and product application. No 9.This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. 10.Provide approved uplift resistance at supports with negative reactions. 11.Verify that load is applied at top or equally from both sides. 12.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 13.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation ofmax/min reactions for various DOL may not match total max(min reaction. 14.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 16 For explanation of GROUP change to expanded printout. Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization,Number:567 ` Florida Certificate of Product Approval N FL 1999` Page I of l Document ID:18HQI51-21704113706 Truss Fabricator: Manning Building Supply Job Identification D1071--- LOT 19 HIDDEN PARADISE Truss Count: 9 Model code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995 Engineering software: Alpine Software,Version 7.04.0805.14. J11/iO4/20444 Structural Engineer of Record:Address:Minimum Design Loads: Roof - 47 PSF @ 1.25 DurationFloor - N/A Wind - 120 MPH ASCE-98 -Partially EnclosedNotes: Sea ` 1. Determination as to the suitability of these truss components for the �.,= structure is the responsibility of the building designer/engineer of -Tr s3 Design Lruginer- ; record, as defined in ANSI/TPI 1-1995 Section 2.2A`ourii:lqshet} � Florida Lieense Nua}bee'SA87 2. The seal date shown on the individual truss coo fit drawings must 19501Gtas1ey12{iya match the'seal date on this index sheet. Haines City,FL 33844 3. The loads indicated on all referencedgir el 0.0 consistent with the truss layout provided by Manning Building Supply for the above ntification. Loads applied by non-truss elements and basic load parameters are 1ev � E �E€rproved`by the EOR/building designer. �4. As shown on attached drawings; tdr-c 1 + x y, HCUSR151 Details: 140GC-140GS F i4 K. 2E S 6 � ^+ EE Es 4 fi 6 '�,'r�r-�' E + 3� 13J , QRC€a5GG14 6 f� ° �E° �43 �` 1 3/�", �, � 96,10 BROKEN'� s E + JACKSONVILLE, FL6 h° FL. CERT. OF AUTHORiZA �34 rff SHOP DRAWING REVIEW.DDI APPROVED ❑ APPROVED AS N01'Et� NOT. APPROVED aY DATE 120 1 Engineer of Record: FL.Cert- No.39476 LOUIS J. GABRIEL, P.E. ATTENTION:Review of shop drawings is only far conformance with the desgn concept of the project and does not relieve the delegated en#iii6or of responsibility for any deviation ffom the requirements of the contact O*cu- fflonto fiat from respon,4bi4y for ®mors or 1!1'ftll!'i4Wf!!i Id the she #rte. D 0 AD � E OR L g;_It�� D ` raj -•�", X111~ �l` `,p}1�R11�0ND a11�N RA�I�L� �0 � �I?�IL tS A DF L = �L1�1�1LOt Li� DtiLg�Aoat,�LgA�1oN ' oR xF o ��aLl �LLrI�K ��0 °F 1:3�> D , }'' �,i;AT1Cl'�' 1) 0" ATL ofp�N `a A( Ptil' 1 `�� Al 4L,aT L 16'o a NVIO",1, oR DLtRAT10� �F AT 1 r� OR plt D OR 4T 1 Qo OR h� P `�x �T 1C>�� F ��Av- c r� pF a�G, r 1 oAD pUF� ��g1�_ V�R,X zFFF'p` Fa D ti�ALLaN11QTK P Q O D ND CAR�1�D 1 IIA `Ci d' 8 0 RooF �) of, ,vvoVD Ap aNDL~ 1A4 A�1'''� IFD tilR OAI aTTa�l _ VA pAT1oN U _ 1l a I1 i T o F Vti 3 'i y` cos11Nt' N. to yg0II3B R`RATION F• �I, 1,:- L 600 yLF' 1 00 Ao P� LIR' - TR I +E aT 3{ oR L 5�4 , RE —p�g1NG o 1 al TdTORg LO AR o�R 5� P� a A, LF�GOTINLC�`j~ u1 CK o FL�LRyactQx tA�Lo18 , ti olpA➢knAT�ti�1p�pKc13Fl1� g1AEftKSATo1Uf,LI3U .I1� OATy rC-1ROT 00 4 0 oADLOF A,) (f`."I0 pLOlTLTvEag EE 1o1R00v D 1 o o0 OlDo.' tg,.RA, GPaLESS 10 CLIORB 1 bo ND I TIo� oR BER TOS REAFR�ERORlL°�l�T,�o,L , 1 _�1' t�lA�Il`iOLLtOOK RPXh1D51OAHTPORy\ T 100 AD`C1 OtBv\NOL Bl RAtiTIODBURPNC T1'Oy5 6A CV, 0 LOW 0VYY) OVERIA( tiVL� CIIORB p F N[ �pgCTi TOP r�� t_.3`�1•, � 1) 0 ;TLS �,PA� r oR �� B�. CKp' -; yE'� �4Ey1BF'R � g�_�i ��8 ,0 ROOF 1a �, ov C,EOR �� pLaTE L>oI�BLE ygArvls aBtiF, 00,0 0 oR r, ov A }, ANB yLICE OF RE4'1,a �E Vv go�BI1u5, � ;, CEV DRAti�1P1C: R.FF_ �G O3 PORTRF�114� .F/� t T1I1 A0 p F A,BWY i , LL Loo p~ DgU �P DL 0 pF 5`�-1 1 `�� 11 Ai��`�E`aF11;�G C,AgRIFD „� �„t. .� : V 59$� L `•i,R�� p;F 1CT sol - ta,. No LiCO�`CISaI RRFD �13D 1�1`' ,r,� "" '��NE° \3c� ono C Fl t�EF Cli FTOF '. A lot t�=;T zr Dp '1' '••-. �- .,- .ACT p�RL� �EF z tzE � �' ;;��F �t `" a��, ��at� G o pR oil 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1071--- LOT 19 HIDDEN PARADISE - Al) Top chord 2x4 SP #2 N 120 mph wind, 10.37 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total load. SPECIAL LOADS ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) See DWG HCUSR001 02086015 for gable bracing details. TC From 54 PLF at -1.63 to 54 PLF at 2.08 TC From 154 PLF at 2.08 to 154 PLF at 17.92 TC From 54 PLF at 17.92 to 54 PLF at 21.63 BC From 4 PLF at -1.63 to 4 PLF at 0.00 BC From 40 PLF at 0.00 to 40 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 21.63 4X4= 6 F- 6 3X3% 3X3 3X3% 3X3 0-4-3 0-4-3 8-1-2 7- + 2X4(Al) 2X4(A1) L,-1-6-0�j L.,�1-6-0j 16-11 1-6-6 1-6-66 9 7 11 1 7-11-1 20-0-0 Over Continuous Support R=182 PLF U=120 PLF W=20-0-0 Note: A11 Plates Are 1.5X4 Except As Shown. �.•�vR R• PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0-�. F TI 1 FL 3 E Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. (., • • REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583[ ' T C L L 20.0 P S F R E F R151-- 62547 D'ONOF0.l0 OR.. SUITE 200, MADISON, WI 53719) AND WICA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN,C • MADISON, WI 53719) FOR SAfETY PRACTICES PRIOR TO PERFORMING THESE FVNCi[ONS. UNLESS OTHERWISE INDICAIEO( Q*, ad, $96 ST +" T C D L 7.0 P S F DATE 11/03/04 R 0G]D HCE[L WALL HAVE PROPERLY AT STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE'( y, BC DL 10.0 PSF DRW HCUSR151 04308254 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEENGINEERED LOF ALPINE TRUSSPRODUCIN C0ME0FMANCELWNTH ePIRESPONSORLFABRICATINGANY EVHANOLNNGRI�TOSFIIPPINGESINSTALLINGIGN YBFBRACINGTOFBTRUSSESED E BC LL 10.0 PSF HC-ENG EJR/AF OE SIGN CONFORMS WITH APPLICABLE PROVISIONS pF NDS (NATIONAL DESIGN SPE f., BY AF 6P A) AND TPI. ALPINECONNECTOR PLATES ARE MADE OF 20/18/16 GA (W,H/S/Kj ASTM 4653 GRADE d0/60 (W, %14.1) GALV. STEEL. APPLY T0T.LD. 47.0 PSF SEQN 26593 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THISOESIGN, POSITION PER DRAWINGS160AZ.ANYINSPECTIONOfPLATESFOLLOWED BY (i) SHALL BEPER ANNERX A3 OF TPII-2002 SEC.3. A SEAL ON THISDUR.FAC 1 25 FR0M JB (pineEngineered Products, ❑C. 'RAN ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY TOR THE TRUSS CGMPpRENT •1950 Mazley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE9aines 33tio BHA cNER P �.�.,+ �. >. ,-:: a ;,: .. :. :. — --...,.,, :INC . .: 4.0� JRA :1SH Z17 .. ,",6, -ific tori alio �,��_ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1071--- LOT 19 HIDDEN PARADISE A2) Top chord 2x4 SP #2 N 120 mph wind, 10.53 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Located Bot chord 2x4 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total load. 4X4=- 1.5 X 4 X4=1.5X4 1.5X4% 6 F— --1 6 0-4-3 0-4-3 8-1-2 3X8= 2X4(Al) = 2X4(Al) L_1-6-0_ L::1-6-0j 10-0-0 10-0-0 20-0-0 Over 2 Supports J R=1031 U=574 W=3.5" R=1031 U=574 W=3.5" *llllt.i6v 40, PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7.04.0 5•'• 1f/c ••••. Y:'3 FL 3 E Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. Cr • REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. GB3 r TC LL 20.0 P S F REF R 15 1 62548 D'ONoFR IO DR., SO ITE 200, MADISONPRAC, NI 53719) ANO WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE N * : Q,698 d7 IF * +. TOP MADISON.CHORD DR. I HAVE FORS4 ATTACHED SSTRUCTURAL TO P ER PANELS I AND THESE BOTTOM FUR CHORD TONS. SHALL NIT HAVE AT PROPERLY INDICATED'ATTTACHED TC DL 7.0 P S F DATE 11/03/04 a RIGID CEILING. 3 E OV-, BC DL 10.0 PSF DRW HCUSR151 04308255 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A ALPINE PRUUUCTS, INC. SHALL NUT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE 15, B C L L 1 0.0 P S F H C-ENG E J R/A F TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANOI ING. SHIPPING, INSTALLING B BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE •...• CONNECTOR PLATES ARE MADE OF 20/18/I6GA (W.H75/K) ASTM 0.653 GRADE d0/60 (W, K/H,S) GAL V. STEEL. APPLY ' •• • T0T LD 470 PS F S E0N 26588 PLATES TO EACH FACE OF TRUSS ANO, UNLESS OTHERWISE LOCATFO ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. ANY INSPECTION OFPLATESFOLLOWEDBY (i) SHALLBE PERANNEXA3OF TPII-2002 SEC.3. ASEAL ONTHIS 71pine Engineered Products, ne. DRAH[NG INDICATES ACCEPTANCE OF By ENGINEERING RESPONSIBILITY SOIFLY FOR THE TRUSS COMPONENT off`is 1' D U R.FAC. 1.25 FROM J B 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE II�(l(1ye�y - S 8X J,1, 'DO _,,,.;:, BUIL IGNER P "'TP[ 1 ..._ �r.._;..: '.: :.: ._.H ,n4 .:; ....,;.�P...LL__>^.V VE,�:._ J 1SII ,.:-Z17 , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1071--- LOT 19 HIDDEN PARADISE A3) Top chord 2x4 SP #2 N 120 mph wind, 10.53 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total load. 4X4=- 1.5 X 4 X4=1.5X4 1.5X4% 6 F 6 0-4-3 0-4-3 8-1-2 3X8= 2X5(Al) = 2X4(Al) L,_1-6-0-j 10-0-0 10-0-0 ,1 20-0-0 Over 2 Supports R=1036 U=578 W=3.5" R=935 U=515 W=3.5" `-111l1��7e .��, •v`R R R `r`AL�, PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. 4. fl T?- FL/-/3/-/E/-/- Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. (- • •� •j REFER TO SCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY iP] (TRUSS PLATE INSTITUTE. 583[ $9687 �. T C L L 20.0 P S F R E F R151-- 62549 MAO NSON'OWIR53719)TFOROSAFETYIPRACTWCE53PR7 1 IORATO PERF ORM IO NG THESE FUNCTIONS 0 111 USI COUNCIL F AUNLE SS OTHER ISE MERICA. GIBC EINDICATED( Q,598 ST ! . TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED( T C D L 7.0 P S F DATE 11/03/04 RIGID CEILING. ! / if t' L � Y�{ BC DL 10.0 PSF DRW HcusR151 04308256 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED = STA E OF PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE n B C L L 1 0.0 P S F HC-ENG E J R/A F ALPINE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING& BRACING OF TRUSSES. [�1�.�, DESIGN CCNFON MS WITH APPLICABLE PH CVIS IO NS OF NOS (NATIONAL DF S IGN SPEC, BY AFNPA) AND TPI. ALPINE n\ CONNECTOR PLATES ARE MADE OF 20118116GA IW,H/S/N) ASTM A653 GRADE 40/60 (W, K/H.S) GAEV. STEEL. APPLY I ••• TOT.L D. 4 7.0 P S F S E O N 2 6 5 9 1 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS I6CA-Z. •• ANN 01 I'll IHF 21pine Engineered Products, nC. DRAWINGPINDIOCATOS PACCEPiANCELATESF 0OFDPR0EESS10 ALLENG7NEERINGERESPONSE9ILLIYOOSOLELY3FOR THE TRU SSA CO MPONEN7 I ''�` D U R.FAC. 1.25 FROM JB 1950 Marley Drive DESIGN SHOWN. THE 50I TABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE !a!! (l]�. SH 7 :" '+rtlfl at - JI'IZdt ,i:, BUIL TGNER P 'TPI I .u....,_u a......; - E.: ..� .... n :,. r.-..,/�+-.� ^ J 1.7 f1 L17 ,. (D1071 LOT 19 HIDDEN PARADISE B1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 20.09 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located Bot chord 2x4 SP #2 N within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC Webs 2x4 SP #3 DL=5.0 psf. SPECIAL LOADS Deflection meets L/360 live and L/240 total load. ------ (LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 54 PLF at -1.63 to 54 PLF at 2.08 See DWG HCUSR001 02086015 for gable bracing details. TC From 154 PLF at 2.08 to 154 PLF at 3.76 TC From 54 PLF at 3.76 to 54 PLF at 7.46 BC From 4 PLF at -1.63 to 4 PLF at 0.00 BC From 40 PLF at 0.00 to 40 PLF at 5.83 BC From 4 PLF at 5.83 to 4 PLF at 7.46 4X4= 3 X 3 X4=3X3% 3 X 3 6 F— 3X3 0-4-3 3X3% 6 0-4-3 +19-7-0 2X4(Al) = 1.5X4111 2X4(Al) LE 1-6-0 3JL p jj 1-6-0 4-6-9 1-6-6�� -'0�1 -'O-j 1-6-6 I 6-r 5-10-0 Over Continuous Support R=154 PLF U-125 PLF W=5-10-0 .` SVR it. PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04„0 .)! ''•.y FL/-/3/-/E/-/- Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. OC : ��•• REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 `-.� T C L L 20.0 P S F R E F R151-- 62550 D-ONO FR IO DR., SUITE 200. MADISON, WE 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. r i MADISON,D SHALL WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. * : NQ. a 8T * �;.T C D L 7.0 P S F DATE 1 1/0 3/0 4 TO' CHORHAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED • ,;,� RIGID CUTE ING. BC DL 10.0 PSF DRW HCUSR151 04308257 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' + ALPINE PROOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY 0EVIAIfON FROM THIS DESIGN; ANY FAILURE TO BUILD THE A OF B C L L 1 0.0 P S F H C-ENG E J R/A F TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. *.*� O ES I G N CONE OR MS WIIIT APPLICABLE PROV LS IONS OF NDS (NATIONAL DESIGN SPEC. 8Y AMA) ANO TP[. AI PINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W. K/H.S) GALV. STEEL. APPLY ' *�• TOT.L D. 47.0 P S F S E Q N 26592 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS , , * �` 1pine EnQ ineered Products, nC. DRAWING INDICATES ACC fPTANCE OF PROFESSIONAL BE RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT • �� D U R.FAC. 1.2 5 FROM J B Haf50 Marley X38 DESIGN SHOWN. THE 5U17 ABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF ;HE V , �pACIN 24.0" J �F 1S 1r1 Z17 ..., ficat L BU II «IGxeR quo ITP .; ,: .: _ , ti THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1071--- LOT 19 HIDDEN PARADISE - B2) Top chord 2x4 SP #2 N 120 mph wind, 20.25 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located Bot chord 2x4 SP #2 N within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC Webs 2x4 SP #3 DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 4X4= 6 F-- � 6 0-4-3 0-4-3 —F -T- +19-7-0 1.5X4111 2X4(Al) = 2X4(A1) 1-6-0 J L 1-6-0>+ 1_ 2-11-0 _I, 2-11-0 J —5-10-0 Over 2 Supports —� R=365 U=298 W=3.5" R=365 U=298 W=3.5" ♦-111111.10 ♦ oa oft It jr, PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7.04r. 5'• t{F/C Y FL 3 E Scale =.375" Ft. —WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. 'E j G � • C� T C L L 20.0 P S F R E F R151-- 62551 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 • y ! • D'ONOFR IO DR., SUITE 200, MADISON, W7 53719) AND NiCA (W000 iR USS COUNCIL OF AMERICA, 6300 ENTERPRISE LN ^Q 96�' MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INUICATED.( ; . TC DL 7.0 P S F DATE 11/03/04 TOP CHORD SHALL HAVE PROPERLY ATigCNEO STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED , • � RIGID CEILING. —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED TATE OF BC DL 10.0 PSF DRW HCUSR151 04308258 PRODUCTS. INC. SHALL NOT BE R111GNSIBI.f FOR ANY DEVIATION FROM iH15 DEStGN: ANY FAILURE TO BUILD THE � ��..��• B C L L 1 0.0 P S F H C-ENG E J R/A F ALPINE RU55 IN CONFORMANCE WITH FPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 11 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF6PA) AND TPI. ALPINE �, •'•• �, T O T.L D. 4 7.0 P S F S E Q N 26594 CONNECiON PEA ARE MADE OF 2O11B/16Gq (W.H/S(K) ASTM A653 GRADE 40/60 (W. K/H,S) GAL V. STEEL. APPLY '•• PLATES TO EACH FACE OF TRUSS AND, II NL ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2. ♦` En ineered Products, nc. ANYINSPECTIONOFPLATESFOLLOWEDBY (I) SHALLBEPERANNEXA3OF TPII-2002 SEC.3. ASEAL ON THI�pine 1950 Marley Ik1Ve DRAN7NG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPO NS10",TV SOLELY FOR THE TRUSS C.ORPONENI ♦ D U R FAC. 1.2 5 FROM J B Y DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE F�.. Hlaines C' .FL.:ti33844 ti t, BuuD G DesIGEa reg NAxs vrPl t SIC z: 'M: ;. ". "ai. ,n4-- 1 CD A.r I — .r 1 �r1. Z17 ... THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1071--- LOT 19 HIDDEN PARADISE C1) Top chord 2x4 SP #2 N 120 mph wind, 21.27 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total load. SPECIAL LOADS ----—(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) See DWG HCUSR001 02086015 for gable bracing details. TC From 54 PLF at -1.63 to 54 PLF at 2.08 TC From 154 PLF at 2.08 to 154 PLF at 13.21 BALLOON FRAMED WALL. SEE FL BLDG CODE. {FBC 2313.41 TC From 54 PLF at 13.21 to 54 PLF at 16.92 BC From 4 PLF at -1.63 to 4 PLF at 0.00 BC From 40 PLF at 0.00 to 40 PLF at 15.29 BC From 4 PLF at 15.29 to 4 PLF at 16.92 4X4= 1.5X4111 1.5X4111 6 (- 3X3% 6 3X3 +21-8-12 3X8% 3X8- 5X5= 1.5X4111 03 J 3"6 BALLOON FRAMED WALL 1.5X4111 3 5 0-4-3 +19-7-0 2X4(A 1) % 2X4(Al) �E 1-6-0y-3-8 Opt 1-6-0�J 0-11-7 1-1-8 5-6-13 5-6-13 1-1-9 0-11-6 7-7-12 7-7-12 15-3-8 Over Continuous Support R=186 PLF U=154 PLF W=15-3-8 ,�-�11i11TV6nA �r jal.�,L, PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7.04.`0 ,2 � '1 FL 3 E Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. ��•• T C L L 20.0 P S F R E F R151-- 62552 REFER TO BC SI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED 8Y TPI (TRUSS PLATE INSTITUTE. 583 '� : : `-.� D'ONOFRIO DR., SUITE 200. MADISON, W] 53719) AND WTCA (1000 TRU55 COUNCIL OF AMERICA, 6300 ENTERPRISE LN. TOPMADCHORD SHALL HAVE PROPERL Y ATTACHED STRUCTURAL STRUCTURALP PANEEIN LSI AN OT BO T T OMCHHESE FUNCTIONS S HALLNIFESS H A VE AOTHERWISE PR OR IDLYI ADTT ACH EO • �� 7 TC DL 7.0 P S F DATE 11/03/04 RIGID CEILING. BC DL 10.0 PSF DRW HCUSR151 04308259 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED OF l ALPINE TRUDSSCIN CONFORMANCELWITH NOf BEIRESPONSORLFABRIFOR CANINGEVHANOtNNGROM THIS SHIPPINGF51N5TALLINGY&FBRACINGTOFBUILD SSESE RL B C L L 1 0.0 P S F H C-ENG E J R/A F DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN G. BY AFBPA) ANO TPI. ALPINE ` �1/" �� CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/00 (W, K/H,S) GAIV. STEEL. APPLY .�• �� TOT.L D. 47.0 P S F S E 0 N 26595 PLATES TO EACECTIO 11 FACE N THIS OF TRU55 AND. 11 NL FSS OTHERWISE LOCA TER ON THIS OF S IGN,.POS(TIG PER pRAWINGS I60AFOL Z. '• 71pine Engineered Products, c• DRAWING ANY PIND ICCA Z PACCEPTANCEOOEDPROFESSIONALLEN61""BE 'INGEftESPONSIBILITYX AT OF TPII 00SOLELY3FOR THE TRUSSA1011PRENT ` ', D U R.FAC. 1.25 F ROM JB I950 Matley Drive DESIGN SHOWN. THE SQIFAB11.TY AND QSE OF THIS COMPONENT FOR ANY BUILDING IS THE BESPO NSI B IL ITY OF THE N t 1`t s{ `laines 33844 Bun - r,NFR P 'PI 1 S - !' ^^ -4-01, - - t1 INC 4.0 141 1SHZ17 _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (01071--- LOT 19 HIDDEN PARADISE C2) Top chord 2x4 SP #1 Dense 120 mph wind, 21.43 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total load. 4X4=- 6 X4=6 F— � 6 5X5= 0-4-3 — 3.5 3.5 1 0-4-3 7- 19-7-0 2 X 4(A1) 2X4(Al) LE 1-6-0>J L 1-6-0>J 7-7-12 7-7-12 7-7-12 7-7-12 15-3-8 Over 2 Supports R=809 U=664 W=3.5" R=809 U=664 W=3.5" -{1{Ill.iy� { e •` �uR R.Fja"k °'j �� .••www Hwwwww• PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04. b' t F/C •'•. Y 1 FL 3 E Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. •� G? TC LL 20.0 P S F R E F R151-- 62553 NET TO BCS[ 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PURI ISHED BY TPI (TRUSS PLATE INSTITUTE. 583 �. w O.ONOFR IO DR., SU[iE 200, MADISON, WI 53719) AND NTCA (W 000 TRUSS USS COUNCIL OF AMERICA, 6300 ENTERPRISE IN. • .698 aT j .� TOP CHOAT RDW SHALLI HAVEO PROPERLY ATTACHEDS STRUOCTURYPANELSI ANDTBOTTOMUCHORDITIGN SHALLN HAVE ATPROPERLYI ADTTAC HED w TC DL 7.0 P S F DATE 11/03/04 MADRIGID CEILING. I A OF BC DL 10.0 PSF DRW HCUSR151 04308260 **IMPORTANT**FURNT SI{ q COPY OF THIS DESIGN TO THE INSi ALLATION CONTRACTOR. ALPINE ENGINEERED ' ♦��}y�� ALPINE PRODUCTS. INC. SNAIL NOT BE RESPUNSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE •• RfY' .•.'ww B C L L 1 0.0 P S F H C E N G E J R/A F TRUSS IN CONFORMANCE WE IH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING E BRACING OF TRUSSES. �1f DESIGN CO NF OR NS WITFI APPLICABLE PROVISIONS OF NDS (NATIONAL OE S7GN SPEC. BY AFEP A) AND TPI. ALPINE •�• CONNECTOR PEA IS ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W, K/H.S) GAL V. STEEL. APPLY , TOT.L D. 47.0 P S F S E A N 26590 PLATES 10 EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. ANY INSPECTION OF PLATES FOLLOWED BY (i) SNALI BE PER AN NF% A3 OF TP 11-2002 SEC.3. A SEAL ON THIS �pine ,n ineered Products, nC. DRAWING INDICATES ACCFPTANCE OF PROFESSIONAL ENGINEERING RESPONSIOtIIIY SOLELY FOR THE TRUSS COMPONENT r I ,,a{ D U R.FAC. 1.25 FR0M JB 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPEL KENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE r* �� 'Ialnes 33844 BUIL -.GNPRP TP11 _:�. •': :;: _.: .., ::,, ,.:: .,:NO ,. n�,.:, ',.:rte"•. ^ '•.. . 1 -Z17 ific n7auo J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1071--- LOT 19 HIDDEN PARADISE C3) Top chord 2x4 SP #1 Dense 120 mph wind, 21.43 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total load. 4X4= 6 F__ 6 5X5= 04-3 3.5 3.5 L 0-4�1--3 +19-7-0 2X4(A1) % 2X4(A1) LE 1-6-0 J L 7-7-12 7-7-12 f 7-7-12 7-7-12 15-3-8 Over 2 Supports R=816 U=672 W=3.5" R=712 U=565 W-3.5" .• SVR R. y '( 8 FL 3 E Scale =.375 Ft. PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04. r' 1 1 •••. � " **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. (-. _' REFER TO BC,SI I-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 r �••� �: TC LL 20.0 P S F R E F R151-- 6 2 5 5 4 D'ONDFRIO OR., SUITE 200. MADISON, NI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LICE' • y e • MADISON, Wl 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INpICATEO� • N •59687 TC DL 7.0 PSF DATE 11/03/04 IOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED( • '+ RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. At PINE ENGINEERED 1' TAT OF BC DL 10.0 PSF DRW HCUSR151 04308261 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE �. A • B C L L 10.0 P S F H C-ENG E J R/A F ALPINE TRUSS IN CO NE OR MANCE II, IPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. O • DESIGN CONFORMS WI Tit APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AIBP A) AND TPI. ALPINE _ CONNECTOR PEAT ES ARE MADE OF ZO/18/16CA (W.H/SjK) ASTM A653 GRADE 40/60 (W. K/H,S) GALV. STEEL. APPLY ••• • T 0 T.LD. 47.0 P S F S E Q N 26589 PLA IES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS OESiGN, POSITION PER DRAWINGS l6CA-7. �� • •• •�• Vlpine En ineered Products, nC. ANY INSPECIION OF PLATES EPIFOLLOWED BY (i) SHALL BE PER ANNEX A3 OF IPI1-ZOOZ SE f,.3. A SEAL ON THIS_ g DESiIGNGSH(NlyDjyCATFSTHECSUITABILIOY ANDFUSEI00 THISGCOMPONENTINEERRFOROANYBBUILDING ISLTHEORESPONSR THE IRB`LI`OMOF MIT ,,`, ` �, D U R.FAC 1 2 5 FROM J B 1950 GMarley Drive fi aB i *.,33844 BUILD GNER P PI I s 0 'ING# 4.0� .s JR 15H( Z17 ,w; THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1071--- LOT 19 HIDDEN PARADISE - C4) Top chord 2x4 SP #2 N 120 mph wind, 21.27 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total load. SPECIAL LOADS ------ (LUMBER DURJ AC.=1.25 / PLATE DUR.FAC.=1.25) Shim all supports to solid bearing. TC From 54 PLF at -1.63 to 54 PLF at 2.08 TC From 154 PLF at 2.08 to 154 PLF at 13.21 See DWG HCUSR001 02086012 for gable bracing details. TC From 54 PLF at 13.21 to 54 PLF at 16.92 BC From 4 PLF at -1.63 to 4 PLF at 0.00 BALLOON FRAMED WALL. SEE FL BLDG CODE. {FBC 2313.41 BC From 40 PLF at 0.00 to 40 PLF at 15.29 BC From 4 PLF at 15.29 to 4 PLF at 16.92 + Member to be Laterally Braced for horizontal wind loads. Bracing system to be designed and furnished by others. 4X4-- 1.5 X 4 111 X4=1.5X4111 1.5X4111 6 F- 3 X 315-- - 3X3% 6 3X3,-- 3 X 8 X3s3X8% 5X5= 3X8 0-4-3 + 1.5X4111 1.5X4111 1 0-4-3 -L +J 3.5 BALLOON FRAMED WALL 3.5 -T- + +19-7-0 2X4(Al) 2 X 4(A1) �--- 9-5-8 '{ 1-6-0-1E 5-11-12 30-y6E 4-8-12 �I L 1-6-0>J 0-11-7 1-1-81-1-9 0 11-6 5-6-13 5-6-13 _I, _I, 7-7-12 7-7-12 15-3-8 Over 5 Supports R=423 0=350 W=3.5" R=144 PLF U=121 PLF W=9-5-8 -111111-10.` R R.p o PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7- ---- 0 �v ••••.•'�ay �' •1 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. rl •ir 4(O �-•� �yzb '3 TC L L 20.0 P S F R E F R 15 1 6255 5 REFER TO SCSI 1-03 (BUT I.DING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563'E F -- D'ONOFRIO OR., SUITE 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN.�, • ' • -- MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THE SF FUNCTIONS. UNLESS OTHERWISE INDICAIEDN • a 69 •T * -,. TC DL 7.0 PSF DATE 11/03/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEB" RIGID CEILING. r BC DL 10.0 PSF DRW HCUSR151 04308262 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED'• IL OF • ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION (ROM THIS DESIGN: ANY FAILURE TO BUILD TRE BC L L 10.0 P S F H C-E N G E J R/A F TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING 8 BRACING OF TRUSSES. �• ••• ��•••� OE SI ON CONFORMS WITH APPLICABLE PROM SID NS OF NOS (NATIONAL. DESIGN SPEC. BY AFBPA) AND TPI. ALPINE CONNECTOR PLA ARE MADE OF 2U/18/16GA (W,H/S/K) ASTM A653 GRADE 40)60 (N. N/H,S) GAL V. STEEL. APPLY �• TOT.L D. 47.0 P S F S E Q N 26596 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. �t ••• ANY INSPECTION OF PL RIES FOLLOWED BY (i) SHALL BE PER BRAND A3 OF TPII-2002 SE C.3. A SEAL ON THIS • ` 71pine Engineered Products, ne. PEAKING NO FATES ACf.FPTANCE OF PROFESSIONAL ENGINEERING RE SPONS[BILITY SOLELY FOR THE TRUSS COMPONENT D U R.FAC. 1.25 FR0M JB 1950 Marley Dove DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 0 'tames �. 33844 Bun ''"."'cse .. N0 .. ..:+I .. �... ».. ,:: _.:.� �. -- ITU ate F zari0 I N 4.0 J 1 S H Z 17 (GABLES - 140 MPH, EXP C. PART ENC,) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 140 MPH WIND, 30.0 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE BRACING DEFINITIONS: IN ROOF, CAT II, EXP C, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. NOTE: "END ZONE" EXISTS 18" AT BOTH ENDS OF VERTICAL WEB. + FOR VERTICAL WEBS LESS THAN 4'0": WIX4 (A) (1) 2X4 SP #3 "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2•' OC. IN FOR VERTICAL WEBS GREATER THAN 4'0" BUT NO MORE THAN 11'6": W2X4. END ZONES; 4" OC. BETWEEN ZONES, FOR VERTICAL WEBS GREATER THAN 11'6": W2.5X4. (B) (2) 2X4 SP #3 "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN * SPLICE, PEAK, AND HEEL PLATES TO MATCH COMMON TRUSS, END ZONES; 6" OC. BETWEEN ZONES, ** 2X4 OR GREATER CHORDS. (C) (1) 2X6 SP #2 N "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN END ZONES; 4" OC. BETWEEN ZONES. DROP GABLE WILL SUPPORT 4'0" OUTLOOKERS WITH 2'0" OVERHANG (DROP HEEL GABLE) SPACED 24" D.C., OR THE LOAD FROM 12" PLYWOOD OVERHANG (NOMINAL HEEL GABLE). (D) (2) 2X6 SP #2 N "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN END ZONES; 6" OC. BETWEEN ZONES. THIS TRUSS HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTIONS AND DESIGN OF THESE SYSTEMS ARE THE STUD SPACING / BRACING TABLE: RESPONSIBILITY OF THE BUILDING DESIGNER. 2X4 SP #3 DEFLEC- (1) 2X4 (2) 2X4 (1) 2X6 (2) 2X6 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING STUD TION NO "L" BRACE "L" BRACE "L" BRAC "L" BRACE AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. SPACING CRITERIA BRACE TYPE (A) TYPE (B) TYPE (C) TYPE (D) ++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION 24" L/360 ----- 3' 1" 4' 2" 6' 3" 8' 0" PERPENDICULAR TO SUPPORTS. 24" L/180 ----- 3' 4" 5' 7" 6' 3" 11' 0" 16" L1360 ----- 3'11" 5' 3" 7'10" 9111" RI NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES 16" L/180 ----- 4' 9" 7' 4" 9' 6" 11' 0" WITH 2-16D NAILS AT EACH END. 12" L/360 ----- 4' 7" 6' 1" 8111" 11' 0" 5'lI" " R1 NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS 12" L/180 ----- 8' 5" ll' 0" ill 0 WITH TWO ROWS OF 16D NAILS @ 8" O.C. STAGGERED OVERHANG DETAIL 4„ ++ REFER TO TABLE FOR BRACING REQUIREMENTS. LADDER W/ STEPS @ 24" OC. TRUSSES @ 24" O.C. 1 0 0 + (TYP) INCLUDES MAX FASCIA ** ALT. GABLE SHAPES: Over Continuous Support U=280 PLF Note: All Plates Are W2X4 Except As Shown. R1 REV 2-5-02 JWC DETAIL: 140GC _. , PLT TYP. Wave TPI-95 Design Criteria: TPI STD r16 HI 1 - R - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. OC- T C L L P S F R E F R 0 0 1 -0 REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583' !_ . - D'ONOFRIO DR., SUITE 200. MADISON, WI 53719) AND W7CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPR(SE LN •V : -G BE H OPICHORDW SHALl1HAVED PROPERLY ATTACHEDPRASSTRUCTURALP PA NELSTANDTBOTTOMDCHORDNSHALLNHA VE ALESS TPROP ERLYHERWISE IADTTAC HEICA D ' N o•59887 * -T.T C D L P S F DATE 11102101 BC DL PSF DRW HCUSROOI 02086015 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED . STATE OF A L P I N E PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUIID THE B C L L P S F HC-ENG J W C TRU55 IN CONFORMANCE WITH IPI: OR FABR[CAT LNG, HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES- DESIGN RVSSES.DESIGN CONFORMS WITH APPL iCABLE OR OF NDS (NATIONAL DESIGN SPEC. 8Y AF&P A) AND TPI. ALPINE *�A• CONNECTOR PLA IES ARE MADE OF 20/18/LEGA (W.H/S/K) ASTM A653 GRADE 40/60 (W, R(H,S) GAL V. STEEL. APPLY T 0 T.L D. 6 0.0 P S F S E O N 24860 PLATES IO EACH FACE OF TRUSS AND. UNLESS OTNERkISE LOCATED ON T1115 OE6IGN, POSITION PER DRAW i NGS I60A-7. "...• ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPlI-2002 SEC.3. A SEAL ON THIS .0 � • ,,` Alpine Engineered Products,Inc. DPAWIN6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ,�, �� D U R.FAC. 1.25 u.T'3ines Fr, 33 Q DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE o&+ q ,... .,, BUIL TGNER ,TPI1 - - �A�ING i.0" J 1S9 RO r, w r� ., _. ate: . :,--- .� — ..: _ - .:,. _ .. �. �; ...n x (ASCE 7 98 GABLE END DETAILS ,140 MPH,EXP C, PART. ENC J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (**) 2X4 SO. PINE #3 GABLE STUDS. ATTACH TO TOP CHORD, DIAGONAL WEBS, 140 MPH WIND, 30.00 FT MEAN HGT, ASCE 7-98, PART. ENCLOSED BLDG, AND BOTTOM CHORD WITH W2X4 ALPINE PLATES. ALL (**) GABLE STUDS CAT II, EXP. C. REQUIRE REINFORCING MEMBERS. REINFORCING MEMBERS MUST BE TOENAILED TO GABLE STUD WITH O.I31"X3" GUN NAILS AT 4" O.C. PLUS A CLUSTER OF SEE APPROPRIATE ALPINE DRAWING FOR LUMBER,PLATES AND 0.131"X3" TOENAILS AT THE TOP AND BOTTOM CHORD.SEE DETAIL FOR NAILING. OTHER DATA NOT SHOWN HERE. SEE CHART FOR STUD BRACING AND SPACING OF VERTICALS. ** STUD MUST BE ATTACHED TO CHORDS AND DIAGONAL NOTE:TRUSS ERECTOR IS RESPONSIBLE FOR PERMANENT WEB BRACING. WHEN "T"BRACE REQUIRED SPACING MAXA ENGTH BRACING IS REQUIRED, FURNISH A COPY OF THIS DRAWING TO TRUSS ERECTOR. 2X4 SO. PINE #3 24"O.C. 2'- 1- 2X4 SO. PINE #3 16"O.C. 2-10" +PLATE AS REQUIRED ON APPROPRIATE DRAWING. 2X4 SO. PINE #3 12"O.C. 3'- 5- 2X6 SO. PINE #2 N 24"O.C. 5'- 0" NOTE:GIRDER HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD IN TO 2X6 SO, PINE #2 N 16"O.C. 6— 2" THE FLOOR & ROOF SHEATHING DIAPHRAGMS. CONNECTIONS & DESIGN OF 2X6 SO. PINE #2 N 12"O.C. 7— 1" THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 2X8 SO. PINE #2 N 24"O.C. 7— 6" 2X8 SO. PINE #2 N 16"O.C. 91- 1" NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES WITH 2-16D 2X8 SO. PINE #2 N 12"O.C. 10'- 4" NAILS AT EACH END, NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS WITH TWO ROWS OF 16D NAILS @ 8" O.C. STAGGERED 4" +++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. I ++ (4) -0.131"X3.0" TOENAILS TO TOP AND BOTTOM CHORDS. PLYWOOD SHEATHING LADDER W/ I SIDE + STEPS @ 24" O.C. VIEW TRUSSES @ 24" O.C. I ** W2X4 ALPINE PLATE 1'0" MAX OH /1 INCLUDES FACIA I 12 * SPECIAL VARIES GABLE 2X4 I ** END TRUSS REINFORCING 2X6 OR 2X8 MEMBERROTTOM REINFORCING I ** VIEW MEMBER +** ** ** CEILING ++ ++ ++ GABLE STUD SPACING. TOP OR BOTTOM 24" O.0 MAX. SEE ABOVE CHORD OF GABLE TRUSS. SPAN REOUI 'M V O.H. I I DETAIL: Note: All Plates Are 2X4 Except As Shown. Luld 140GS Rl: REVISED "REINFORCING MEMBER" PLT TYP. Wave TPI-95 DLJ 07/06/2004 Design Criteria: TPI STD Scale =.3125" Ft. "WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. T C L L 30.0 PSF REF R 0 0 1 0 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INS TUT 583'0 G� . O'ON OF RIO OR., SUIIE 200. MADISON, WI 53119) AND MICA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN • • C_ NG MO PI CHORDW SHALLI"AVEO PROPERLY AI TAC HEDSSTRUCTURAtPP ANELSIANDT BOTTOMHESE UC HORDNS HALN0.59687ALESS 0TPROPERLVHERWISF IADTTACHE ' N0.596S7 *' +.T C D L 15.0 P S F DATE 10/23/01 RIGID CEILING. BC DL 10.0 PSF DRW HCUSRO01 02086012 +*IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED STAT[O� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 BUIIB THE ALPINE IRUSS IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING& BRACING OF TO B C LL 0.0 P S F HC-ENG /J W C DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE. T�I �"��"" CO NSF CTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GALV. STEEL. APPLY a1 TOT.L D. 55.0 PSF S E O N 24104 PL ALES 70 EACH FACE 0( TRUSS ANO. UNLESS UTHERW[SE LOCATED ON THIS DE6IGN. POSiT70N PER DRAWINGS I60A'Z. " , ANY INSPECTION OF PLATES FOLLOWED BY (i) 5HALL 8E PER ANNE% A3 Of TP172002 SEC.3. A SEAL ON THIS J. Alpine Engineered Products Inc, DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY EOR THF TRUSS COMPONENT ��y �� DUR.FAC. 1.33 FROM HC ?Ines 33 A DESIGN SHOWN. THE SUITABILITY ANO USE OF tHl$COMPONENT FOR ANY BUT IS THE RESPONSIB III TY OF IHC i ' BUI IGNER 'TPI I , .. r 1n n � � s\ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031065 Date 9/02/05 Property Address . . . . . . 1490 MARSH VIEW CT Tenant nbr, name . . . . . 3FT WHITE VINYL PICKET Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2300 Owner Contractor -- ---------------------- ------------------------ OWNER ATLANTIC BEACH FL 32233 ----- ----------- ------------------------------------------------------- ----- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- -------_-- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDINGCODES. 4! BUILDING OFFICIAL CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT h 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 — (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # - , i (C Property Address: I q - LL , Applicant: r Project: -�- i Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904) 247-5834. Review b Donna Kal iak, Public Utilities Director Date Signature Contractor Notified Date CITY OF ATLANTIC BEACH s, FENCE PERMIT APPLICATION f31�f' Date: v(� Job Address: 140D //ii1l — y- L ova, iv Owner's Name: � -�` Address: Phone: Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor: Address: , Phone: City: State: Zip: Fax: Type of fence and materials to be used: rl -- 3 I Valuation Of Fence: �3� , ❑Interior Lot Corner Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required?_ wo If yes,please submit with this application. Tree Protection: �iO. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the. Utility and/or Public Works Departments. Fences shall not restrict.any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). -�u�- Name: - r e S V 4 n Mailing Address: y'q o ��. Phone: (� �q !3 Fax: r E-Mail: cell LQ to lys- 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 - http://,Aww.ci.atiantic-beach.fl.us Page 1 Revised 3!04/04 I hereby certify that all info at provided wit this ppl' ion is correct. Signature of Owner: Date: I hereby certify that I have r ad and exami ed is applicatiot and knoA the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and co ect and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: g Date: AS TO OWNER: lona. L- JO�r� �0.v*-JLs >- 30 Sworn to and subscribed before me thisday of State of Florida,County of Duval ?' Notary's Signature. ' JEANNE M.SHAW .- W COMMISSION#DO 435986 ❑ personally known EXPIRES:May 31,2409 �( •'' Bonded Thru Notary pup, U rfters Produced Identification Type of Identification Produced ( AS TO CONTRACTOR: Sworn to and subscribed before me this day of 20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced Identification Type of Identification Produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 . Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page 2 Revised 3/04/04 City of Htlantic Beach Hu 904-247-5845 P.9 M" SHONMG BOUNDARY SURVEY OF LOT 19 AS SHOWN ON MAP OF HIDDEN PARADISE AS RFCOROF_D IN PLAT BOOK 54 PABR'S 97 THROUGH 97B of TmE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA- SEARING REFERENCE: BEARING SHOWN ON RMT-OF-WAY UNE HERECN IS THE SAME AS OWN ON 'Rfd A80 M071MO PLAT. ELEVA'RONS SHOYM R&W j S.6170 NA 1)ONAL GEODETIC VER71CAL DATUM, NOTE! THE PRCIPERTY SURVEYED HEREON APPEARS TO LIE wTT11N FLOOD ZONE 'AE'AS SCALED FROM IME FLODD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120078-00010, DATED 4-17-59. CER71FIED M. JAMES B. & LONA f.,, JOHN SUNTRUST MORTGACE OLD REITUHLIC NATIONAL TITLE INSURANCE COMPANY DEBORAH W. TAYLOR, ATTORNEY AT LAW, P.A. MARSH VIEW COURT (50' R/W) S01'11''11"E 50.00, SAKI IAAY tUA"w--v 0X20'&A CASEMENT -JEA AEENT X -------- --- EEECTRIC J" T all l EGENO: LPm sal ., • rrAiNb f/2'IRDN(LB+704) ? ' O SET 1/%'7RON as 1704 1", fl/N MONT OF WAY _ �I PC POINT OF CURVATURE_ ^wftN of POINT OF TANQFNCV FF' NNL OUILWNOORs5"CTION LANE a ",It00F�D RADIUS 1 A CI! ADIU ISTANCC 44 �. R 6 • A 6 : ENfiY �I' ��. ARC LENGTH R sL CLCVAaa+ ___ i K �. P- FIN ht tL FfN15N FLOOR FJ.EvAlm _ ly 04 h � y ^ W) n lip U, Rbow rhn�'L'n SMVOD Ekx— 7�� Y v FCC- �m twik'rs �UPLANV BUFFER-7 rVor t9 " .,Jxxlve7f� NO B IlwON IS Nor 7F woC NO'r LOCATED fN3gCCORD�a'fIT VFS r RALINE SNOMN F«IN ° RVfA q,°E CTM. NpoYAAIO MARSy�S r arA7E CIL Do"RnlreNta NAa,R OF 1y'!E' INTRACOASrAL WA AWA Y FINAI SIIRVFIA 7»25-7nrA iirnc. rnwNm ec unTrn ar cvuary t r -"'- 2,2'd £78S Lb2 b06101 59989)-2 ONIM102 0 d:wo''d 8£180 5002-T£- nu City of Htlantic Beach Bu 904-247-5945 P.3 A"P SHORING BOUNDARY SURVEY OP LOT 19 AS SHOWN ON MAP OP RWD]9N PARADISE AS RECORDED fN PLAT BOOK s5A., PACKS 07 THROUGH D79 OF 7HE CURRENT PU9LIC RECORDS OF DUVAL COUNM FLORICA. D=ARING REFERENCL; 13FARING SHOWN ON MGHT-OF-WAY LINE HEREON IS TfiE SAME AS S40M ON •RIE Avow M ONEp PLAT. ELEVATIONS SHOWN MS; 8.04 TO NA UNAL GEODETIC VERTICAL DATUM. _ NOW: THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOWC IONS `AE'AS SCALED FROM TH!FLOOD INSURANCE RATE MAP$ COMMUNITY PANEL N0, 120075-ODO1D, DATED 4-17-89. CERTIFIED TO. .JAMES B. & LONA L,, JOIfN SUNTRUST MORTGACE OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ' DEBORAH W, JrAYLOR, ATTOR I' LAW, P.A. MARSH VIEW COURT (OSSITE Copl (50" R''VO �0 Sol"I1 11 E 50.00_SANIIARY CLAA't�N1W1 10'X30'XA CASEMENTQ I "})S'.EA CA'SCIMDIT 7RfCu"O J_- . � ----------- „" LEGEND: ��J POW ' I I • PO f/2.'am(Le 1704) 0 SET 1/2'NON(l8 1704 '•+ •• I R/W RIGHT OF WAY PC PONT OF NCE TANIKE V( POINT OF TANGENCY N(tl. OUILOINC R631MCi10N IJNfivry c;N CHORD DISTANCE + 4 ••p m R RIIS I. ---MAWG LENGTH V *T A. EL CLCVAIICN FIN PL tL FINISH rLOOR ELEVAIXW ><� k 0 Lisad burs• « t� CC*A y ° 7 Ftr-r r UPLAND SUFFER LOT 19 Z� k ti�y 4 m/t+0Y1"E UW R)Mj1DICI1p/rk ,p� MA Ltd Nomr A GC Or MgRl4 Rena{qFs 'UFo asrn,NOUND,w").� WAS INA4RsyEs DF Ne /Al7I?AcF a A COASTAL WA,,,wA Y t FINAI qIRVF'Y 7-9-,-70M i 67iF rnpldKac ec unTcn Ry gvitary Ir= "a- JOBS1 2,2'd £b85 Lb2 b06.01 S9989L2 9NI1Nnm 0 U*Wo.,-4 9£:80 S002-1£-9i CITY OF ATLANTIC BEACH Cc: D. Ford x BUILDING / ZONING DEPARTMENT S - s) 800 Seminole Road oerr Atlantic Beach,Florida 32233 —JZ3 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: I''f 04- Applicant: J_�v ;VIN 01 z i s Project: This permit application has been: �2' Approved Reviewed and the following items need attention: r Please re-submit yo a 'cation when these items have been completed. Reviewed By: � Date: Date Contractor Notified: rs`''j'' CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT iVJ 1200 sandpiper Lane RECEIVED Atlantic Beach,Florida 32233 JF>1�` (904)247-5834(904)247-5843 Fax AUG 2� 2005 www.coab.us BY: PLAN REVIEW COMMENTS X Permit Application # �c= zo � Property Address: L UCL i Applicant: _ C ZI-1 G i Project: VJ fir. +fit. .5 � `-�+ o + ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: Fence will not be approved at locations indicated on Permit application. Western run is inside natural upland buffer and is not allowed. Northern segment, at 14' from edge of house, will be in the existing ditch. Mowing / vegetation removal inside the natural upland buffer (shown on survey) violates the Conservation Easement included with this property and is not permitted. Violations are punishable by fine from the St. Johns River Water Management District. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904)247-5834. Review by ' Carper, P.E., Public Works Director Review Date Signature Contractor Notified Date PSC 2000 Series 2410 Log for Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui 904-247-5845 Jan-00-00 OO:OOAM Last Transaction Date Time Twe Identification Duration W Rf,, t Jan 00 00:OOAM Fax Sent 819042768665 0:58 3 OK CITY OF ATLANTIC BEACH FENCE PERMIT APPLICATION a t3 v Date: (/ Job Address: OD m V16,4j-) Owner's Name: `�`r (ice 1�, ITiq ri Address: S e Phone: 3 Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor: Address: E Phone: City: State: Zip: Fax: Type of fence and materials to be used: A.i+e., i YtI A CTU Valuation Of Fence: ❑Interior Lot Comer Lot ❑Dumpster or storage tank enclosure e Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Tree Protection: �i0. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address andcontactinf'orrma�tion of person to receive all correspondence regarding this application(please print). Name: Mailing Address: `j"'I Q.r s V Phone: CFax: �� E-Mail: to 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 . Fax: (904)247-5845 • http://,A-ww.ei.atiantic-beach.fl.us Page 1 Revised 3/04/04 I hereby certify that all info;' at provided wit this ppl' ion is correct. —)L Signature of Owner: Date: C7 146 I hereby certify that I have r ad and exami ed is :Pplication and knoA the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and co ect and that the plans and supporting data have been or shall be provided as required. rot Signature of Contractor: Date: AS TO OWNER: Lo r%*—L- J 4v\ q1� Sworn to and subscribed before me this ^Sy'�- day of r"�l/�4Ctti�'1 20 U`� State of Florida,County of Duval t Notary's Signature. h JEANNE M.SHAW Personally known * += MY COMMISSION#DD 435986 ❑ ,r` EXPIRES:May 31,2009 eased Thru Notary pUW Nft t.,a Produced Identification Type of Identification Produced L f ✓ Lt C--- AS TO CONTRACTOR: Sworn to and subscribed before me this day of 20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced Identification Type of Identification Produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 3/04/04 r R, CITY OF ATLANTIC BEACH y, FENCE PERMIT APPLICATION (J' 4 r IT Date: Job Address: �^ -i— Loyt Q1 �J U h n Owner's Name: c�� Address: S Q- Phone: 0— 3 l Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor: Address: F Phone: City: I- State: Zip: Fax: Type of fence and materials to be used: Yl •1+& Al I A U 0 1• I Valuation Of Fence: 3 0D , ❑Interior Lot Corner Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? , b If yes,please submit with this application. Tree Protection: O. Applicant certifies that no trees will be removed for the installation of this fence. YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). Name: —]u-r,e S �J t>h Yl Mailing Address: "�1 a 0 r uc V I �A) Phone: 1 /� Fax: �� E-Mail: c6A to qs- 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 1 Revised 3/04/04 I hereby certify that all info at' provided wit this ppl' ion is correct. Signature of Owner: W Date: CJ` v PA 1 hereby certify that I have r ad and exami ed is applicati and kno the same to be true and correAll provisions of the laws and ordinances governing this type of work will be complied with, whether spe ified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and co ect and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: ASTOOWNER: torta-L,- JAv\ Sworn to and subscribed before me this day of Ln � 1200T . State of Florida,County of Duval w Notary's Signature. r 1!%Ot JEANNE M.SHAW .- MY COMMISSION#DD 4.5 . ❑ Personally known �' ar EXPIRES:May 31,2009 .i{1, ..' Bonded Thru Notary pub to Und9Mrfters Produced Identification ^� Type of Identification Produced ( AS TO CONTRACTOR: Sworn to and subscribed before me this day of 20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced Identification Type of Identification Produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us Page 2 Revised 3/04/04 MAI' SH'OW]NG BOUNDARY SURVEY OF LOT 19 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 9713 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: BEARING SHOWN ON RIGHT—OF—WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. ELEVATIONS SHOWN THUS: 8.64 REFER TO NATIONAL GEODETIC VERTICAL DATUM. NOTE: THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD ZONE `AE" AS SCALED FROM .THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075-0001D, DATED 4-17-89. CER 71FIED TO: JAMES B. & LONA L. JOHN SUNTRUST MORTGAGE OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY DEBORAH W. TAYLOR, ATTORNEY AT LAW, P.A. MARSH VIEW COURT (50' R/W) S01*11*11"E 50.00SANITARY CLEANOUT JEA EASEMENTQ - Z5' JEA EASEMENT GR ------------ --- FILE CONo BOX ------- (A ------J •SRL LEGEND: LP GA L TANK .. 1 • FOUND 1/2" IRON (LB 1704) r '... �• O SET 1/2" IRON (LB 1704) 14,0- R/W RIGHT OF WAY 20.2 PC POINT OF CURVATURE 3 (m w PT POINT OF TANGENCY BRL BUILDING RESTRICTION UNE /L Cal Z % CH CHORD DISTANCE �i (D �' m 1• Er�y0. 1 0 0 R RADIUS 0 A m v 10.0 o~ L ARC LENGTH o k'S W a �,. EL ELEVATION `� a � "' m ! 0 0 FIN FL EL FINISH FLOOR ELEVATION �O >-4 10Cs te dd a� 3 N J ra 14`5Sl is.o ROOFED 20.3' 0) CONCRO 9 9' M w J WOOD DECK S01'ItYi'E 60.75' 1J v1 02` 52"E 6 UPLAND BUFFER To OPP1011111 we-VAI 811111000" sontng, subdM$10n and othw 10001 land LOT 19 Mvatopa*M rapuistlons, IPA does not constitute , spprovat for ft Issuaml of parmit. CompRiance ?"w 3? sos3,ss-w' w �s_ss with Florida gWk*V Coda and all other applicable s,• 10001, State and Fedwal permitting requirements s6 9•»E ` must be verifiedsture of the City of Atlantic WE LAND JURISDIC7T01VAL \ Beach Building I prior to t suara cf a UNE(TrPICAL) Building Permit. Approved By: S ZnOt .Pi.)pment Director Date: 12 *EDGE OF PARSNANEN HEREON IS NOT A TI EDGE OF TY NOT LOCA TLE PROP MARSH LINE SHOWN IN CHAPTERSN3 R�OR3 NCEEWTH IOUNOAOF TNE URAND WAS MARSHES OF OF ES SP�CJFIED THE STATE OF ORIDAART)W OF NATURAL F THE INTRACOASTA MO L ryAMh,WAY RNAL SURVEY: 7-25-2005. NOTE: CORNERS AS NOTED BY SYMBOL. 1 HEMY CM71FY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17—F `RIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FL(1RICA STATUTES), AND FURTHER CF 4T THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN CLMSON AND ASS SURVEYED: NOVEMBER 3 2004. PROFESSIONAL SURF 1543 NALDO AVE, .' SCALE: 1"=30' (904) - 1, FIELD BOOK: 730 PAGE: 10, 22 REGIS e FIELD BOOK: PAGE: SURVEY P CITY OF ATLANTIC BEACH sf PUBLIC WORKS DEPARTMENT j 1200 Sandpiper Lane RECEIVED Atlantic Beach,Florida 32233 (904)247-5834 AUG 2 Z O O S (904)247-5843 Fax www.coab.us BY: PLAN REVIEW COMMENTS Permit Application # Property Address: Applicant: ( Project: Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. V Your permit application has been reviewed by the Public Works Department and the following items need attention: Fence will not be approved at locations if application. Wester�ee ' natural upland buffer and is not �� allowed. No nt, at14' from edge of house, will be in the ng ditch. Mowing / vegetation removal inside the natural upland buffer (shown on survey) violates the Conservation Easement included �d �✓i with this property and is not permitted. Violations are punishable by fine from the St. Johns River Water Management District. /— Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904)247-5834. Review by Carper, P.E.,Public Works Director Review Date Signature Contractor Notified Date/, (go/_ x0 S 2001 Kingisioy Avenue Orange aMedical Orange Park,F6 32073 904-27"M Center Fwc To: Rick CQ(W Prom: Jim John Fax: 904-247-5843 Pages; 2 Phone: (Date: 8/31/2005 Res Revised fence permit drawing CC: 0 Urgent Q For Rerview ©Please Comment O Please Reply 0 Please Recycle 0 Comments; Thank you for your time this morning, Mr. Carper. The next page shows a revised drawing that includes a fence on the north and south side of the house extending only 6 '/a feet from the house on both sides. It also shows no fencing along the west side of the property. Per our phone conversation today,it is my understanding that the revision will be approved, We plan to put the fence in on Saturday,so please let me know if you have any issues with the adjusted request. Contact numbers:, Home 249-7731; Cell 622-6075 2/T'd £t7es ZtI2 t?06:0l 5998912 9NIlNnoo 0 d:wo JJ Z£:80 S002-ti£-9fld sA: r CITY OF ATLANTIC BEACH FENCE PERMIT APPLICATION :ur Date: Job Address: �� r21�� ng a.-) 7 own . Owner's Name: c i Address: Phone: Legal Description: Block Number: Lot Number. Zoning District: Fence Contractor: Address: f Phone: City: State: Zip: Fax: Type of fence and materials to be used: G' Valuation Of Fence: 3 DD � ❑Interior Lot Comer Lot ❑Dumpster or storage tank enclosure r Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Tree Protection: O. Applicant certifies that no trees will be removed for the installation of this fence. S. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate Incomplete applications may result in delay in issuance of permit 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement) Address andcontact inf—orm�ation of person to receive all correspondence regarding this application(please print). Name: Mailing Address: w S V/ V C�7 Phone: Fax: E-Mail: tot)`7� 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone:-(904)247-5800 Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page I Revised 3/04/04 I hereby certify that all info at provided wi this ppH ion is coned. Yic l'Signature of Owner: Date• �`� v I hereby certify that I have r and ed is application and kno the same to be true and correct. !lAll provisions of the laws and ordinances governing this type of work will be complied with, whether spe ified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and co and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: g Date: AS TO OWNER: ons(.- JCI�r� 1 Saw.t.s �• Ja4.� Sworn to and subscribed before me this 415'2— day of State of Florida,County of Duval '+ Notary's Signature. XMNE M.SHAW +- MY COMMISSION t DD 435988 ❑ Personally known EXPIRES:May 31,2008 '' B0&d RVU N°nq P" u^ •rr Produced Identification Type of Identification Produced it AS TO CONTRACTOR: Sworn to and subscribed before me this day of 20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced Identification Type of Identification Produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Page 2 Phone: (904)247-5800 - Fax: (904)247-5845 - bttp://www.ci.atlantic-beach.fl.us Revised 3/04/04 MAP SHOWING BOUNDARY SURVEY OF LOT 19 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 978 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE. BEARING SHOWN ON RIGHT-OF-WAY UNE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. ELEVA71ONS SHOWN THUS: 8.64 REFER TO NATIONAL GEODETIC VERTICAL DATUM. NOTE: THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD ZONE "AE" AS SCALED FROM .THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075-00010, DATED 4-17-89. CERTIFIED T0: JAMES B. & LONA L. JOHN i SUNTRUST MORTGAGE I OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY DEBORAH W. TAYLOR, ATTORNEY AT LAW, P .A . MARSH VIEW COURT (50' R/W) S01'11'11"E 50.00'SANITARY CLEANOUT 10'X20' JEA EASEMENT Q • 7.5' JEA EASEMENT W � - ------------- ELEOCTRICBX -------I .a w : A ;AL 4- 'BRL 0 LEGEND: LP DASD • FOUND 1/2" IRON (LB 1704) TANK 0 SET 1/2' IRON (LB 1704) 14.0' R/W RIGHT OF WAY 20.2 m PC POINT OF CURVATURE c m PT POINT OF TANGENCY w BRL BUILDING RESTRICTION LINE a" I =w CH CHORD DISTANCE ENTRYD ' 1 6 c R RADIUS 10.0 L ARC LENGTH ^ EL ELEVATION �,� � tT 5 m r R FIN FL EL FINISH FLOOR ELEVATION O >ta 2 a,d 8 3 O O '` vi M! I NOIR N Ad N � "da d, OJ � i4.o' fd 1s.o• � �� CONCRETE 20.3' w919 WWPA71D W DECK r IJP 50111'11'E 60.15' �Ne UPLAND BUFFER LOT 1s 4a,6 „moo? zCLY Az S05'31'58'18 55. S61 Ve'11'E EI1AND -JURISDICTIONAL LINE(7yPICAL) f65' NVE7DEGE OF NOT NIS NOT EDGE OF MARSH MRoa NE IN CAR IN ACCORDANCE ANCETIZ R7y BOUND LINE SHOWN CHAPTER RS op ARY AND WAS RESOURCES 16-3 E S7.AT OF THE DE�R7N0URES SPECIFIfO MARSHES pF" STAY OF FLORIDA. ENT OF NA7URAL THE I NTRACOASTAl- WA 77EIRwA Y FINAL SURVEY 7-25-2005. NOTE. CORNERS AS NOTED BY SYMBOL. HEREBY CM 1FY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA 57A7UTES), AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. _. "SON AND ASSOCIATE'S. INC. SURVEYED: NOVEMBER 3 2004. PROFESSIONAL SURVEYORS & MAPPERS 1643 NALDO AVE, JACKSONVILLE, FL., 32207 SCALE: 1"=30' (so4) s23 LB a 1704 FIELD BOOK: 730 PAGE: 10, 22 REGIS SURVEYOR N0. FLORIDA ' • ' JOSE A. HILL JR. FIELD BOOK: PAGE: SURVEY NOT VALID WITHOUT EMBOSSED SURVEYOR'S SEAL MAP SHOWING BOUNDARY SURVEY OF LOT 19 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 978 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: BEARING SHOWN ON RIGHT—OF—WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. ELEVATIONS SHOWN THUS: 8.64 REFER TO NATIONAL GEODETIC VERTICAL DATUM. NOTE: THE PROPERTY SURVEYED HEREON APPEARS TO UE WITHIN FLOOD ZONE "AE" AS SCALED FROM _THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075-0001D. DATED 4-17-89. CERTIFIED TO: JAMES B. & LONA L. JOHN SUNTRUST MORTGAGE i OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY DEBORAH W. TAYLOR, ATTORNEY AT LAW , P .A . MARSH VIEW COURT (50' R/W) S01011'11"E 50.00SANITARY CLEANOUT 10'X20' JEA EASEMENTI 7.5' EA EASEMENT W/UNDERGROUND ELECTRIC BOX ------- a. a. ,wo GIRLL q 4' ` .N I LEGEND: LP GA TANK FOUND 1/2- IRON (LB 1704) r ' .._ '• O SET 1/2" IRON (LB 1704) 14.0'' 20.2 R/W RIGHT OF WAY PC POINT OF CURVATURE �' b I m PT POINT OF TANGENCY BRL BUILDING RESTRICTION LINE ` r m w r. C tp 'POOFED CH CHORD DISTANCE rO m �- ENTRY &e R RADIUS ~ A m 10.0 1 L ARC LENGTHA W Q INC of�5 N1N zd ' EL ELEVATION %LO m v 1 o FIN FL EL IFINISH FLOOR ELEVATION 7!� ' m �2 Wed $m O O vh s c� 0 ,4 *dam, n~ � d C4 d a s o /a ��_ /•y�� 1410051R A yJ CON 20.3' 919' W J PATIo WOOD DECK r. (n Sol-11'11-E 60.15' 1 S Nti"E 66 UPLAND BUFFER SZZ� LOT 19 S,Bye z w 77P8y W 3?` SOS"Jt'r •W • � , 26.35' .�S61V6yt'1v . UNWN LAND JURISDICTIONAL E (rMICAL) Of.MARSH UNE f65' N07E. THE HEREON 1S NOT A n�PRopE OF OT LOCATED ER MARSH LINE SHOWN BOUNDARY N ACCO � RAND W ES RESOURCESIN pF 7NE STAETSOP 7H E op FLORIDA.RT11IIENT O ACIFIED MARSHES OF 7HE. RAL NMACOASTAL WA7E R'WA Y FINAL SURVEY: 7-25-2005. NOTE: CORNERS AS NOTED BY SYMBOL. HEREBY C07IFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 6IG17-6, FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA :STATUTES), AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. _ ° MS(W AND ASSOCIATES, INC. SURVEYED: NOVEMBER 3 2004. PROFESSIONAL SURVEYORS & MAPPERS 1643 NALDO AVE, JACKSONVILLE, FL., 32207 SCALE: 1"=30' (904) 623 LB O' 1704 FIELD BOOK: 730 PAGE: 10, 22 REGIS*_RW SURVEYOR NO. FLORIDA • JOSE A. HILL JR. FIELD BOOK: PAGE: SURVEY NOT VAUD WITHOUT EMBOSSED SURVEYOR'S SEAL n f e CONTRACT Phone Number Date Job# Vd♦v Branch i Phone-Job Site Sales Rap Contact Name Fax Number Proposal To: - Job Name: Job Address: City: State: Zip. Near:N/S of: E/W of: Billing Address: City: State: Zip: Install �a I(_ Level❑Straight Top W El Contour ` — El Stepped Jackhammer a 1 #holes Core Drill l/ #holes Air Drill , t � , #holes Sets' _ ❑Standard ❑Plated P __i ❑Special Lines W D r- Terms , D ales D Special Tools {; I ❑Torch ❑Welder ❑Ladder ❑Hammer Drill Special Instructions: Other FRAMEWORK p color _ ❑WK ❑K/r ❑T/K ❑T/T FABRIC ❑ Gal Line Posts Rails Terminals Barb Wire ❑ color Color ❑ gGATension Wire Footage Ht. Gauge Mesh Size Space Gauge Size Gauge T/M/B Size Gauge ❑Galy ❑Alum Type ❑ 7GA Tension Wire ❑ 3 Strands Pattern ❑ Box Brace/Truss ❑ 6 Strands El ❑ 0 ❑ 3 Strands ❑ 6 Strands TYPE(circle one) TYPE(cfrde one) ,w t.� _, •. ySNG.- DBL SLIDE SNG DBL SLIDE ' CANT O/H CANT 0/H Line Posts Pickets Rail # Quantity Quantity Footage Style Ht. of Rails Color Size Space Gauge Size Space Size Gauge Posts x ': Posts x Wt.X Ht •- x Wt.X Ht. x Hinges Hinges Latch Latch Frame Size ga_ Frame Size. ga_ Good Type Line Posts Pickets Rails Set In Trim Trees Fo a tyle Ht. Side Wood Concrete Size Space Size #of Size Clear Line ❑Yes ❑ No Remove Fence Haul Fence ❑Yes ❑ No Trench This offer guaranteed for 30 days FOR THE SUM OF: $ By execution of this document, Buyer v,If NFI acknowledges that he/she has read and Accepted by Fv Tax: $Bldg. $ understands the terms and conditions set forth Property Owner: TOTAL: $ on the reverse and front side hereof and within Date: Down Payment: $ any attachments.Seller shall not be responsible BALANCE $ for and Buyer shall hold harmless Nations Fence Sales Person: ` .. . .'r. � : .` --.,. ❑ ® ❑ Inc. from any and all damages or liabilities ❑ ❑ ® # resulting from any cut or damaged lines including, Phone. Exp.Date: but not limited to, gas, water, sprinkler, electric, Fax: telephone, fiber optic, cable. Buyer shall comply Terms:Cash due upon substantial completion. with all applicable statutes and codes relating to Cell: the location of utility lines. LEAVE FENCE SIGNS INTACT FOR 2 Year Limited WarrantyWARRANTYTO BE IN EFFECT CONTRACT Phone Number Date Job# NOR Branch `�jPhone-Job Site S•aies Rfip f / Contact Name Fax Number Proposal To /g14;l Job Name:;1 CM2 Job Address: ii Ir` ' ic✓' r f City: `ate:: fa Zip: Near:N/S of: E/W of: f' � 'e �A Billing Address: City: State: Zip: I i Install ❑Level ❑Straight Top ❑Contour l _ ❑Stepped (Approx.#s) Jackhammer #holes Core Drill #holes Air Drill #holes Sets. ❑Standard ❑Plated C r ❑Special Lines W I Terms W D Gates W r'Ljo Special Tools .-- ❑Torch f ❑Welder ❑Ladder ❑Hammer Drill Special Instructions: Other FRAMEWORK p color � � is° w ❑K/K ❑KR ❑T/K ❑TRS We„ .a. _+ FABRIC ❑ Galy Line Posts Rails Terminals Barb Wire ❑ color Color ❑ 9GATension Wire Footage Ht. Gauge Mesh Size Space Gauge Size Gauge T/M/B Size Gauge ❑Galy ❑Alum Type ❑ 7GA Tension Wire 1:1 ❑ El ❑ 3 Strands Pattern ❑ Box Brace/Truss ❑ 6 Strands y <;.z E] ElF-1 ❑ 3 Strands ❑ 6 Strands TYPE circle one) TYPE circle one ( ( 1 �� ,. SNG DBL SLIDE SNG DBL SLIDE .„', ,c. a .��•A x : , �.a 3' . �` m �m°s•" .ma t�.� ��"'�d�I a �"�s�'�rf��b��r�1� CANT O/H CANT 0/H Footage Style Hi. Line Posts Pickets Rail #of Rails Color Quantity a Quantity Size Space Gauge Size Space Size Gauge Posts &�_ XAW Posts x Wt.X Ht. 6e/f x lj!� ` Wt.X Ht. x Hinges JZ;�4,g2 Hinges Latch /.,dl""i , Latch Frame Size ga Frame Size_ ga._ F e tyle Ht. Good Type Line Posts Pickets Rails Set In Trim Trees Side Wood Size Space Size #of Size Concrete Clear Line ❑Yes ❑ No Remove Fence Haul Fence ❑Yes ❑ No Trench This offer guaranteed for 30 days FOR THE SUM OF: $ By execution of this document, Buyer If NFI I Tax: $ acknowledges that he/she has read and Accepted by Property Owner: Bldg.Permit: $ understands the terms and conditions set forth TOTAL: $ on the reverse and front side hereof and within Date: Down Payment: $ any attachments.Seller shall not be responsible --- BALANCE $ for and Buyer shall hold harmless Nations Fence Sales �� / ' Person:,� .�" '�`:� ❑ ® ❑ Inc.from any and all damages or liabilities resulling from any cut or damaged lines including, Phone: ❑ ❑ ® # Exp.Date: but not limited to, gas, water, sprinkler, electric, i � Fax: telephone,fiber optic, cable. Buyer shall comply Terms:Cash due upon substantial completion. with all applicable statutes and codes relating to Cell: ,rim=,� the location of utility lines. LEAVE FENCE SIGNS INTACT FOR 2Year Limited Warranty WARRANTY TO BE IN EFFECT ('`LICT�"1#ACO CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Catificate issued pursuant to the requirements of Section los of the Standard Building Code certifying that at the time of issuance this structure was in Compliance with the various ordinances of the City regulating building construction or use. For the fdtawwng: I Address: 1490 Marshview Ct. Owner: Bestcon. Construction Type: WOOD FRAME Us&CIassification: SINGLE FAMILY Permit Number:. 04-29322 Date: 08-19-2005 DON C. FORD', C.B.O." Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Sedan 106 of the Standard Building Code certifying that at the time of issuance this structure was in campiiance with the various ordinances of the City regulating building construction or use. For the following: Address: 1490 Marshview Ct. Owner: Bestcon Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: `04-29322 } Date' 08-19-2005 t�l ti DON C. FORD, C.B.O. Post in a conspicuous space m Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: , � 5 Contractor Name: Permit#: Property Address: Y)/1 Q Legal Description, Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single-Family Residence ❑ Commercial. ❑ Other: Lowest Floor Elevation: S Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works Public Utilities Planning Dept. Building Dept.Final Survey Survey with FFE C2r/ Yes ❑ No All Re-Inspect Fees Paid Yes ❑ No LANrc P A AUG 1 0 0RIOa C k# • OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE A U M T tS 0 5 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Aif e ---�� d- S,Oes CE O Oleg I MJ igacd� $1*.00 REINSPECT FEE 3 It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBiNG ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m.to 5:00 p.m. Monday through Friday BLDG s� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J a ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030678 Date 6/29/05 Property Address . . . . . . 1490 MARSH VIEW CT Tenant nbr, name . . . . . . IRRIGATION Application description . . . IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BESTCON H2O MANAGEMENT, INC. It 3731 C.R. 220 MIDDLEBURG FL 32068 (904) 282-6413 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments OWNER MUST HIRE A PLUMBER TO INSTALL A BACKFLOW PREVENTOR & MAKE THE CONNECTION FROM THE PRIVATE PROPERTY! Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Ic BUILDI G OFFICIAL <2 r,(07 CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: & oZ`31U Property Address: l !20 Mo�5e 1,t Owner: A) _ Telephone#: c9T&--3 7q-? Contractor: Telephone#: Contractor Address: 37 37 e_-t? . ,;;Oc3 6h,,�iac6qo4gr'Fax#: oZS'� —1a4�/3 In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the 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, W New list the building perm number: ❑ Re-Pipe d c�.�Z�.. Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters _Ll� Other 60C4OJAJ Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00= 800 Seminole Road•Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http:itwww.ci.atlantic-beach.fl,us M-0i City of Atlantic Beach 1 1 1 1 1 1 " ' ' 800 Seminole Road BESTCON Atlantic Beach, FL 32233 H O M E S 4400 Marsh Landing Blvd. Suite 6 Ponte Vedra Beach,Florida 32082 Phone: 904.246.3747 Fax: 904.246.7126 CRCOU365 Release executed on this 21" day of July, 2005, By BESTCON, Inc. / Paul W. Nichols (the `Releasor') of 4400 Marsh Landing Boulevard, Suite 6, Ponte Vedra Beach, Florida, to The City of Atlantic Beach (the `Releasee') of 800 Seminole Road, Atlantic Beach, Florida. Consideration is acknowledged, the Releasor releases and forever discharges the Releasee, its owners, directors, officers, employees, agents, assignees, legal representatives and successors from all manners of actions, causes of action, debts, accounts, bonds, contracts, claims, and demands for or by reason of any damage, loss of injury to person and property which may be sustained as a consequence of the following: • Early Power Release at 1490 Marshview Court, Atlantic Beach, Florida(Building Permit Number 04-00029322) For the above noted consideration the undersigned further agrees not to make claim or take proceedings against any entity which might make claim contribution or indemnity under the provisions of any stat otherwise. -–) ?() a l W . Mi6ols `Releasor's' Signature Print NOTARY as to Owner or Agent below: In St. Johns County, Florida: �"' RENEE GAIL RUSS This instrument was acknowledged before me m MY co IR S:ON+I�DD�48B80 10, this Z� day of , 2005. �," ,� �` ,. ;"s .o,,, Notary Signature Known Personally Identification: Ju1 ,20. 2005 12 : 29PM BESTCON No -5776 P. I t July 20,2005 11111111 / 4 • .L).ESTCON Mr. Don Ford HOMES I Iead Building Official City of Atlantic BeachT 800 Seminole Road 4400 Marsh Landing Blvd. Atlantic Beach,Florida Suite 6 . . Pante Vein Beach,Florida 32082 Re: Early Power Phone: 901.246.3747 1490 Marshview Court,At s tax.:904.246.7126 Permit Number: 04-00029 ,, CAGO22366 `;y a.' Dear Mr. lord: " T must,with the hope of yo y we be given permission to installed on the residence 1 There was an unforeseen d such this has created a pro =r we would get power in the I VULIZILI LAMULIWiA. VI been advised that an attempt on our part to provide temporary power so that we could run the IIVAC system so that we could condition the air and properly install the hardwood floors will create an"unsafe" atmosphere. We understand that"early power"does not allow us to transfer title of the house/close with our buyer. We also understand that"early power"does not allow us to move any one or any furniture/belongings into the residence. if our request is approved, l would ask that you have Jennifer(in your of ice)contact Renee at BESTCON and let her know what our next step should be. Si ere yours, APPROVED CITY OF ATLANTIC BEACH W. Nichols BUILDING OFFICE President JUL 14 2004 FRO`I :CLHRSON & ASSOCIRTES FHX NO. :904 396 2633 Nov. 04 2004 09:26W P2 MAP SHOWING SITE PLAN OF LOT 19 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PUT BOOK 3`6 PAGES 97 THROUGH 971D OF THE CURRENT PUBLIC RECORDS Of DUVAL t,VUUNM FLORIDA. FOR: BESTCON, INC. 2E4RM6 REF6"CE: BEARING SHOWN ON RIGHT-OF-WAY LME HEREON IS THE SAME AS SHOWN ON THE ABOW MSW710NLD MAT. MARSH VIEW COURT (50' RIW) SOI 11'11 WE 5 .00 10'XZO'XA i 7.5&A EASEMENT . . EASEl1ENi ----- �---- ` G S'LAUREL O - �' ?n'M N V FILE COPY #T`�` � � I 10'*ATM OAK } 9'WA AK V1ao' Ih yyt®sroAY M d'WATER AK o � to Is.7' " O V 1 r w to oOco � �I N b x I j`J f+ S111K IV 2-OAK Z LU II .I -H O (may+ Q'CSL f1'WATV?OAK 25'PINE t,B,-r-� row Z r t SMR OF i0'ME 00 •'f ® � 7' lQ 1&0• two• O L WAf e I_ O O I O' 8{ 0) PA7>Q • - 1 M _—__ t+ MJ UPLAND BUFFER o Ia i2'LT4E t FILE COPY it,PINE o 3'8AY 7^LOW OAK -"r' QAK O (� 4-OAK 4 OAK to VVE Os (p" U-r') C710NAI. LINE CPtERp��M'u5H MarSHES TYPE "B" DRAINAGE OF THC INTRA COASrAL wA rE-R WA Y MOM— TW InT ItHOMM HEREON APPSA"TO LK 1'ITION ILOOD ZOYES !--"A Er AS SCALED MOM 7NE FLOOD INSURANCE RATE T`� PREPARED BY: MAPS. 00WALINITY PANEL NO tiooj�- OOOID DAIEO 4-17-89_ CLARSON AND ASSOCIATES, WC. NOVDIDER 1 PROFFESIONAL LAND SUHVLYORS DAT£: . 2004. 1643 NALGO AVENUE, - - SCALF: 1" 20' - JACKSONVII I E. Ff., 32207 0....,.,.,..A T:-- 41_.. Jr CITY OF ATLANTIC BEACH !` 800 SEMINOLE ROAD j ., ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Nsuxr��y ` Application Number . . . . . 04-00029322 Date 1/20/05 Property Address . . . . . . 1490, MARSH VIEW CT Tenant nbr, name . . . . . . ' SFR RADON 1538/SCHGE 2669 Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 447348 Owner Contractor ------------------------ -- ---------------------- BESTCON OF JACKSONVILLE INC BESTCON, INC. 4400 MARSH LANDING BOULEVARD 4400 MARSH LANDING BLVD SUITE 6 SUITE 6 PONTE VEDRA BCH FL 32082 PONTE VEDRA BCH FL 32082 (904) 246-3747 (904) 246-3747 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1504 . 00 Plan Check Fee 752 . 00 Issue Date . . . . Valuation . . . . 447348 ------- ------------------------------------------- -------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 38 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 12 . 01 AB CONSTRUCTION SURCHARGE 1 . 33 STATE RADON SURCHARGE 7 . 30 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 610 . 00 WATER CONNECT/TAP & METER 85 . 00 WATER CROSS CONNECTION 35 . 00 s Fee summary Charged Paid Credited Due ------------ ----- ---------- --------- - ---------- ---- ------ Permit Fee Total 1504 . 00 1504 . 00 . 00 . 00 Plan Check Total 752 . 00 752 . 00 . 00 . 00 Other Fee Total 2326 . 02 2326 . 02 . 00 . 00 Grand Total 4582 . 02 4582 . 02 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODE BUILDING OFFICIAL Y� CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION k (New /Residential & Commercial) Date: J/ L-q310� Job Address: I`t a o Marsh � �U«r4- Owner's�Nam,,,e:f�+P f)k1 �'1" �QC �L/r 1� I T-41 Address:�n JSb Lardina PV B R, Phone: C2469 ,31_4-7 Legal Description: Block Number: Lot Number: 19 Zoning District: lzSo� Contractor'':,,!l Q IdLj�/� ,� State License Number: �C I�CJo,/ 3�5 Address:44W"rs lIY1C�1 c Yd F?V i 6 ("I Phone: QN(0 31 q7 10 City: Vol rQ_ � i/1 State: Zip:3p�' 9aax: _N V71a(o Describe proposed use and work to be done: r Present use of land or building(s): n Q kilo Valuation of proposed construction:_44 7 34 8. 00 Is approval of Homeowner's Association or other private entity required? IMIf yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? [3*<0. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. [9,NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 http://www.ei.atiantic-beach.fl.us Page 2 Revised 1/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. I hereby certify that al nfo ti provis application is correct. Signature of Owner: Date: /J I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being trun orrect and that the pla and supporting data have been or shall be provided as required. Signature of Contractor: w S Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: )6rw (Andrk Mailing Address: 2 i 3 ► Lc Phone: _7Y� Fax: E-Mail:�(�MAO 0&S�h flf 's •/' AS TO OWNER: "Y/? Sworn to and subsribl:a �i This♦ day ofQ1fGyrl20 oQ�•.►►"'"`i i i r•i �� III State of Florid � it �` �411� "• o �*• June tg 20Qg N '�+ Notary's Signature: + +Z2•„ ""`wry`— .�. �O•g #DD314663 �o�•'a! ersonally known �' • '' �"'0�TM`�' ❑ Produced identification `;`� AS TO CONTRAI10k,STAk SF ,� Type of identification produced II11 %, Sworn to and subscribed before me this 1 day ofQU�jI'1 � 20� ttttt State of Florid Go �A•9<i Notary's Signature: +7k' dune 19,2008 N ; t_f Personally known '�Oa.�_ * ❑ Produced identification #DD314603 �o^:Q� •® Type of identification produced too • ;?soca 9� • O � s♦�'�/C,STATE��a 800 Seminole Road Atlantic Beach,Florida 32233-5445 # to 1 De: (904)247-5800 Fax: (904)247-5845 http://www.ci.atlantic-beach.fl.us Page 3 Revised 1/04 JS CITY OF ATLANTIC BEACH `r FLOOD PLAIN DEVELOPMENT INFORMATION Location: J490 Type of Development: ntw sinale, ml&4 W- ellikicj Flood Zone: Required Lowest Floor Elevation: -8- 6 If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: 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 ord' es affecting the proposed development. Applicant's Signature: Department Use: Required lowest floor elevation: S� As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1117103 i NOTICE OF COMMENCEMENT Building Permit No. Dook 12140 Page 1773 Tax Folio No. STATE OF FLORIDA COUNTY OF DUYAL (Do not write in this blank area Reserved for recording purposes only). THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description ofProperty: (Legal description of the property and street address, if available). Lot 19, HIDDEN PARADISE, according to the plat thereof, as recorded in Plat Book 54, pages 97, 97A, and 97B, of the Current Public Records of Duval County, Florida Doc 21 4Z659055 2. General Description of Improvements: 00.: 1 14 Page: 1 773 Filed A Recorded Construction of a single family residence. 11/12/2884 18:48:25 AN JIM FULLER 3. Owner Information: CLERK CIRCUIT COURT a. Name and address: DUVAL COUNTY BestcoW,Inc. RECORDING f 5.88 - &4.Laitt�1_W,�ay TRUST FUND f 1.88 a COPY FEE f 1.88 f Jacksonville,Fort t CERTIFY = 1.58 k Lf-/QQ ¢far5`') c,�� \vc�, REC ADDITIONAL f 4.88 j Ta.c v---00 V 3 za b. Interest in property: C Fee simple. a t C. Name and address of fee simple titleholder(f other than owner): ..r" 4. Contractor: (name and address) Bestconjnc. Way �j i ��L� � 3 7C 5?.— Jacksonville,Flor a 5. Surety: a. Name and address: b. Amount of bond S 6. Lender Information: a. - Name and address: SunTrust Bank 76 South Laura Street Jacksonville,FL 32202 b. Designated Contact: Tee Barley 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(])(a)7., Florida Statutes: (Name and address) Tee Barley SunTrust Bank, 76 South Laura Street Jacksonville,FL 32202 8. In addition to himself, Owner designate Tee Barley of SunTrust Bank, to receive a copy of the Lienor's Notice as provided in Section 713.13(a)(h).Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is One (I) Year from the date of recording unless a different date is specified). Other expiration date: May 9,2006 l DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 .. �. TELEPHONE:(904) 34 FAX: (904)247-53435843 S1 SUNCOM: 852-5334 .. http://ci.atiantic-beach.fl.us PLAIN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application Applicant: bv5 fi ClON l t4 C. Address: 1490 MARSH V1ty C001 project:. NDN 511�1��.-� FI�M�L`/Your application application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. o Your permit application has been reviewed by the Public Utilities.Department and the following items need attention: "Z,Jt � t -T eJ CAtAgq� r 10 o ' 15' a. b wtir - - L. ew A- c 0p e rerssdk Srnf Please suumit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Revie d by Donna Kaluzniak,Public Utilities Director Date Signature Contractor Notified Date r-o_yC d—/"I,* FP.UI'I :CLARSON & R550C I RTES FRX NO. :904 396 2633 Nov. 04 2004 09:26RI•I P2 MAP SHOWING SITE PLAN OF LOT 19 AS SHOWN ON MAP of HIDDEN PARADISE AU RECORDED IN PIAT BOOK 54, PAGES 97 THROUGH 976 OF THE CUPPENT PUBLIC RECOr. S OF DUVAI COMM FLOMA. FOR: BEST'CON, INC. BEARING REFEMAICE., BEARING SHOWN ON RIGHT--OF-WAY UNE HEREON IS THE SAME AS SHOWN ON THF ABOVE MEN170NE1) FLAT. MARSH VIEW COURT (50' RIW) 10'X20' JF;A I l 7.5' JEA EASEMENT EASMENT .- r �e ,. --- 8' LAUREL d R'OAY. 9A' q77 O 14.'PIkE 10' WATER OAK *9^ WA AK 20.0' x i 8' WMER AK ; IDAR.7 w 0 v 41Lo N e aC ° N p .f"OAK® 2"OAK ®►� A" o (j 11' WATER OAK A 25' PINE ��, .-- ( -OA OF Z 10' Ull£ O SFO ( 2-OAK 'z lu ® � Qom `` O 7'0 'A^ LANAI V) e V �O 4 ( PA 710 0) M R� n'oAt< UPLAND 6UFFlnR a T m 12T uvE OAK �3 � � � 11' PINE o a g =* 3T8AY t LIVE OAk ; ..8 K 9 • 4"OAK 4 OAK Iq >3 w WETLAND � �RIsDrcn �- �Ft R PLAT) °NAl LINE OP M AR,SNE$ OF 7/-IC �N TRq C —� TYPE "B" DRAINAGE OASrAL WA /,ERWAY MOTS FIE I M 54411 I HEREON APPEARS TO LIE VA71IIN FLOOD IOlIES AS SCALED FROM 7HE FLOOD INSURANCE RALE PREPARED BY: •/APS, 00d11lfUNITY PANS NO 12aoT3 . 00010. VAIEO 4-17-89. CLARSON AND ASSOCIATES. INC. NOVEMBER 1 PROFFESIONAL LANE) JUHVLYORS DATE: 2004. 1643 NALGO AVENUE, SCALE: 1" 20` JACKSONVILLE. FL, 32207 AI.,., A 1(1-Q1b61 FROM :CLHRSON & H550CIATES FRX NO. :904 396 2633 Nov. 04 2004 09:26HI'I P2 MAP SHOWING SITE .PLAN OF LOT 19 AS SHOWN ON MAP OF HIDDEN PAI?ADISE A5 RECORDED IN PLATBOOK 54, PAGES 97 THROUGH 979 OF THE CURRENT PURUC RECOr,03 OF DUYAL COUNTY. FLORIDA. FOR: BESTCON, INC. BEARING REFEKENCE: SEARING SHOWN ON RIGHT-OF-WAY UNE HEREON IS THE SAME AS SHOWN ON THF ABOVC Mt 4TIONED FLAT. MARSH VIEW COURT (50' RIM —,-Sol l l '11 "E 5 -00 cel 10X20' JEA \,- 7,5' JEA EASEMENT EASEMENY r -------- ----- ------------ ----------- S' ---------- -"--------JS' LAUREL O .1�R'OaY. 9N� o � 74'Pile 10' WATFJI OAK 9` WA AK m 1AW h.w 20.0' v.\ y}Q�D'V AY } 8' WATER AK a te 0 FJVTRY -' o Q 10.5to ono 4 OW N ca 0 O s"OAK EB -"'OAK ® U' (� 17' WATER OAK 25' PINE SMR OF Q SO' UVE O 1"OAK m 49 2-OAK ` Q ! 1ANAi e PAM __L T �.. vJ R'a e'oArc UPLAND SUFFER a o m 3v 12` LIVE OAK z w ® ® W PINE �k ° 33T8AY LIVE Pak 0 A-OAK �r OZ, 4"OAK ED 5Agra I�E7LAlYb 2 O3 �• `�- r)JRrSDICnoNAt (PER PLALINE C kR4A C P �Or �u' err �,1AR�yES OF rN� ,N RAC0AS IAL wA TYPE "B" DRAINAGE-IES r�RWA Y MOM-- JW IPT SHnNM HEREON APARAPS TO M W11IN ROOD ZQCrES -A EL AS SCALED FROM 7HE FLOOD INSURANCE RATE PREPARED BY: MAPS, O MMUNITY PANEL NO t2oQ7 -.- OWID VAQLO 4-17-89_ CUASON AND ASSOCIATES, INC. NOVEMBER 1 PROFFESIONAL LANG SUHWYORS MATE: 2004. lea's NAl_DO AVENUE, SCALE: 1" 20'_ JACKSONVILLE. FL., 32207 fd. A in,Q'7AAA BP25OUO2 CITY OF ATLANTIC BEACH 1/14/05 Application Tracking Individual Step Review 10:45:58 Application number . . . . : 04 00029322 Application type . . . . . : SINGLE FAMILY RESIDENCE Revision number . . . . . . . Agency/path/step/seq . . . : PUBLIC WORKS A 01 00 Date submitted, resulted . . 12404 Approval code . . . . . . . . Reviewed by . . . . . . . . . Revised est cpl date . . . : 112604 Copies of plans . . . . . . . Seq Counents Prt Date 1.00 Drainage plans required. Drainage to marsh acceptable. 112404 2.00 Provide erosion and sediment control plans and details. 112404 3.00 Provide impervious calculations. 112404 4 .00 Driveway plans showing slope/swale section required. Swale 112404 profile from south property line to inlet S-4 required. 5.00 Survey does not show 10' drainage easement at front of 112404 more. . . F3=Facit F12=Cancel BP250002 CITY OF ATLANTIC BEACH 1/14/05 Application Tracking Individual Step Review 10:45:58 Application number . . . . : 04 00029322 Application type . . . . . : SINGLE FAMILY RESIDENCE Revision number . . . . . . . Agency/path/step/seq . . . : PUBLIC WORKS A 01 00 Date submitted, resulted . . 12404 Approval code . . . . . . . . Reviewed by . . . . . . . . . Revised est cpl date . . . : 112604 Copies of plans . . . . . . . Seq Comments Prt Date property, 10' JEA easement in middle of property. 6.00 Resolution of SJRWMD as-permitted vs. as-builts treatment 112404 areas required prior to issuing building permit. 7.00 8.00 9.00 Bottom F3--Rzit F12=Cancel Schlueter, Jennifer From: Showman, Lisa Sent: Wednesday, January 19, 2005 9:36 AM To: Schlueter, Jennifer Subject: Approved Building Permits nny 1-05-29477, 04-29322, and 04-29421 were approved in the AS400 this morning. —Lisa � L+9 0 kN 1 4 CITY OF ATLANTIC BEACH S 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 C. jilt Application Number . . . . . 04-00029322 Date 3/22/05 Property Address . . . . . . 1490 MARSH VIEW CT Tenant nbr, name . . . . . . SFR RADON 1538/SCHGE 2669 Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 447348 Owner Contractor ---------- --------- - - --- ------------------------ BESTCON OF JACKSONVILLE INC BESTCON, INC . 4400 MARSH LANDING BOULEVARD 4400 MARSH LANDING BLVD SUITE 6 SUITE 6 PONTE VEDRA BCH FL 32082 PONTE VEDRA BCH FL 32082 (904) 246-3747 (904) 246-3747 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW 200AMP, 1PH, 3W, 240VOLT Sub Contractor DYNAMIC ELECTRIC COMPANY Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ----- ----- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILD G OF ICIAL CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERIMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK TN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL CONTRACTOR: VA�L MASTER ELECTRICIANS SIGNATURE: OWNER OF PROPERTY: JOB ADDRESS: /el-.90 /'/L `J RES.(�PT.( ) COMM.( PUBLIC( INDUS.( NEW�OLD( REW-( ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) FT. _ ---- SERVICE: NEW�, INCREASE( ) REPAIR( F—05NDUCTOR SIZE Y AMPS: COPPER( ) AL FEES SWITCH OR BREAKER c;000 AMP PH 3 W VOLT RACEWAY EXIST, SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE i NO, SIZE LIGHTING OUTLETS CONCEALED OPEN L TorAL RECEPTACLES -CONCEALED___j OPEN TOTAL Q.30AMPS 31.100AMPS SWITCHES INCANDESCENT FLOU RESCENT& M.V. FIXED 1 0.1 AMPS. VCR APPLIANCES ► BELL TRANSF. AIR H.P. RATING H.P. RATING I ChIL. KW-HEAT CONDITIONING COMP. MOTOR OTHER MOTORS I AMPS HEAT OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS -�UNDER 600V OVER 600V TRANSFORMERS: I NO. LKVA NO. IKVA —7 NO.NEON TRANSF. II NO�iV A MA MOTOR SIZE I SWITCH FLASHERS EACH SIGN 800 Seminole Road* Atlantic Beach, Florida 32233-5445 Pbone: (904)247-5800 s Fax: (904)247-5845 * http://www.ei.atiantic-beach.ft.us Rrvi%M OI/17/01 t ; CITY OF ATLANTIC BEACH =' 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 05-00030071 Date 4/11/05 Property Address . . . . . . 1490 MARSH VIEW CT Tenant nbr, name . . . . . . GAS PIPING Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------- ----- - ----------------------- BESTCON INC. SAWYER GAS COMPANY 98 PENMAN ROAD JAX BEACH FL 32250 (904) 246-6471 ------------------ ------------- --------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation ti 0 Fee summary Charged Paid Credited Due ----------------- ------- --- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING COIN. +a�ffi�� _ "I�'T 'ate.,,• `�� BUILDING OFFICIAL CITY OF ATLANTIC BEACH r' MECHANICAL PERMIT APPLICATION Date: 11 6 Property Address: Y t 'W (� Owner: S�C tJ C�N S� Telephone#: Contractor: Telephone#: Contractor Address: C m pq An ' Fax#: Contractor Signature: ee '' In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with theCity 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, ist the building permit number: ❑ Electric ❑ Gas: `LP Natural _Central Utility ❑ Oil ❑ Other-Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat —Space _Recessed _Central _Floor ❑ Residential ❑ Air Conditioning: —Room Central ElDuct System: Material Thickness ❑ Commercial Maximum capacity cfin ❑ Refrigeration ❑ New Building , ❑ Cooling Tower:Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System Ll Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers Gas Piping ❑ Other-Specify Other-Specify /' Y��'' LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving IIow Many &Dimensions Contained Manufacturer No. Agency 800 Seminole-Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 a Fax: (904)247-5845 9 httn://www.ci.atlantic-beach.fl.us Revised 1/04 FROM :CLRRSON & RSSOCIRTES FRX N0. :904 396 2633 Nov. 04 2004 09:26RI'l P2 MAS'' SHOWING SITE PLAN OF LOT 19 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 979 OF THE CURRENT PURL►C RECOrms OF DUVAL CUUNTY. FLORIDA. FOR: BESTCON, INC. BEARING RM-le NCE: BEARING SHOWN ON RIGHT-OF-WAY UNE HEREON IS SHE SAME AS SHOW ON THE ABOW MMnONED MAY. MARSH VIEW COURT" (50' RIW) _SO, 11 '1 t "E 5 .00l 10'X20' Jf;A t 7.5' XA EASEMENT EASEMENT )c r - ----- ----------- ----------- 8" LAUREL 0 9A' A &r' 8'OAY. A a f o I -�ld" Pllifc , FILE COPY1 10' WAiM OAK ' 9` WA AK m 1&O' 2v.o• � }(D-IMAY 8' WA7SR AK a t: Qs N (0 >r o z o � N� s f7V7R Y � it tan 114.7' w w d w N a -x06 t.' ^oAK W O� SOAK® �' w 11' WATER OAK 25' PINE OF Z� 40' UVE O 1"0ASOA K 1 �} t -°AK rD LANAO (d Q PA7ZO °� s�s' 0) V J Ria 6'DAK UPLAND BUFFER 42" 1JVE OAK 2 N FILE C 14, PINE o� Y 3T8AY :I-JUVE OAK '� 4-OAK 5,7"�0p�- *-OAK � � o 345 i156'W 'rLAA (PER PLA 7 Rl$D1C1)gyAl. LIN) f *EDGE of J�//tRSN I..4 TYPE ",B" DRAINAGE HC INrRACOASrAL WA i-E W AY �Q TIE 1 n7 .H()w HEREON APDBARS TO LIE N17I.11N rLOW ZCM9Lt'S —A AS SCALED Rom 7NE FLOOD INSURANCE RATE PREPARED BY- e�t�tc� t�7/�► 11AP9. OOMMUNITY PANEL hW 1lWV .. 0001D VAfkV 4--17-89. CLAMON AND ASSOCIATES, ,�y,C. NOV2 MBEiR 1 PROFFESIUNAL LAND �SURVEYURS DATE: -— r 2004. 1643 NALDO AVENUE, SCALE: 1",= 70' . JACKSONVILLE. rL., 32207 CITY OF ATLANTIC BEACH s PERMIT CALCULATION SHEET Date: /2 7 - 69' Address /4/9 d AW-W v/e cJ (f r. — Nr w SF/V Heated Square Footage -2 ,7,$-S---@$ per sq ft= $ ,Garage Shed !'/ Y @$ per sq ft= $ CarportPorc 3 3 .- @$^! per sq ft = $ v Deck _ jj;�a s Q�S�( � per sq ft= $ r- V � — Patio 1�—@$ per sq ft= $ 0 TOTAL VALUATION: $ -"7( 3 y ' Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: ]ZT= TOTAL BUILDING FEE $ ZONING: Xj . .2 + 1/2 Filing Fee $ FLOOD ZONE: �_ (a) Fireplaces @ $35.00 $ -0 — IMPERVIOUS OIMPERVIOUS SURFACE: ` BUILDING PERMIT FEE $ WATER IMPACT FEE $ 6"'D SEWER IMPACT FEE $ _ 12.j-0 WATER METER/TAP $ CAPITAL IMPROVEMENT$ 2 SEWER TAP $ C K3$RADON HRS .0050 $ SECTION H PAVING ( ) $ — CROSS CONNECTION $ ST(2"?) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 ✓�' CITY OF ATLANTIC BEACH 4 SrdBUILDING /ZONING DEPARTMENT r800 SEMINOLE ROAD r t .a =,.'' ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5845 http:Hci.atlantic-beach.flus PLAN REVIEW COMMENTS Permit Application# �� • 29322 , Property Address: 1490 MAPSH v t>;w COURT' Applicant: $t S 1- 00 N 1 IV C Project: NE\N 51NGM fAmIV 9WR lNG This permit application has been: E5/Approved ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by: �� Date: III. Energy Code Information: RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS 1. Is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? (FBC 13-600) Yes ✓No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes✓No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes✓ No N/A (FBC 13-602.I.ABC.1.1) 2 DATE 1 '�'Q y 4. Is the"R"value for added insulation on exterior walls shown? Yes✓No N/A PLANS EXAMINER: 5. Is the"R"value for ceilings shown? (FBC 13-604.I.ABC.1) Yes t,,--No N/A ?? 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes ✓No N/A OWNER: )E S T C O-J JOB ADDRESS:LyYD /tf&4A'ey(6,J 7. Are Energy Credits Claimed? Yes I/No N/A A. Attic Radiant Barrier Credit (FBC 13-607.1.A.4) Yes;-,,No NIA CONTRACTOR: T C PHONE NUMBER: B. White Roof Credit (FBC 13-607.1.A.5) Yes✓oto N/A C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes No N/A (CIRCLE) 1. Survey: IV Foundation Plan: 1. Is a specific purpose survey submitted? Yes VNo N/A 1, Are all footings shown,including interior beating walls, 2. is correct Flood Zone shown? Yes I/No N/A Column pads and concentrated loads? Yes✓No N/A 3. Are existing grade elevations shown for structures located / 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes ✓No N/A in an"A"or"V zone? Yes 1/)Io N/A 3, Are all elevation changes in slab shown? Yes✓No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes )rr NIA 4. Is minimum concrete PSI shown? Yes�)Vo N/A 5. Is property in a flood way? Yes �/ N/A 5. Is slab reinforcement shown? Yes No N/A 6. Is flood way line shown? Yes No N/A A. Wire mesh size and gauge? Yes !�o N/A✓ B. Fibermesh reinforcement? Yes o NIA 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes✓No NIA It. Structure Code Compliance: / 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes✓No N/A 1. Are plans sealed by architect or engineer? Yes V No N/A 8. Is type of soil treatment for termites shown?(FBC 18 16) Yes✓No N/A A. Are structural calculations submitted? Yes ✓No N/A 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes -,'No N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes ✓No N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes✓bio NIA 10. if pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 16067 Yes No N/A (FBC 1805.1) Yes No N/A,--' 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes-*"No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.57 Yes-"No N/A I. is finished grade shown? Yest/No N/A 7, Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes;/ No N/A stories and allowable area? Yes`VNo N/A A. Minimum 8"above adjacent grade? Yes✓110 N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes No N/A for structural elements? Yes Vl*�No N/A C. Base flood elevation? Yes--",No N/A 9. Are plans designed per SSTD 10-99? Yes No N/A✓ 3, Is minimum footing depth beneath finished grade shown? Yes o N/A A. Are all appropriate charts and tables shown? Yes No N/A✓ (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A r 4. Are all footing sizes shown? Yes L-1/No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes Vo'�o N/A Construction in High Wind Areas"? Yes No NIA 6. Is vertical reinforcement shown? Yes ✓No NIA A. Are all appropriate charts and tables shown? Yes No NIA 7. Masonry construction B. Are all appropriate requirements circled or highlighted? Yes No N/A r/ A. Is exterior wall finish shown? Yes No N/A 11. Are plans designed per"WPPC Guide to Wood Construction in B. is interior furring shown? Yes No N/A ✓ High Wind Areas? Yes No N/A C. Is exterior wall insulation shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes No N/A D. Is exterior wall finish shown? Yes No N/A s/ B. Are all appropriate requirements circled or highlighted? Yes No N/A ✓ 8. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction ✓ A. Is stud size,spacing,grade and lumber species shown? Yes ✓No N/A Manual for One-and Two-Family Dwellings,High Wind Edition"? Yes No NIA B. Is exterior sheathing(type and thickness)shown? Yes LiNo NIA A. Are all appropriate charts and tables shown? Yes✓Ito N/A C. Are nailing requirements(size and spacing)shown? Yes --<c- N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A (FBC Table 2306.1) D. Is exterior wall finish shown? Yes f/No N/A 15. Does bedroom open directly into garage? Yes Now/ N/A E. Is interior wall finish shown? Yes t/No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes ✓No N/A grade shown? (FBC 2304.2.5) Yes✓ No NIA G. Are shear wall segments shown? YesV No N/A 17. Is Designer's name and address shown on plans? Yes✓ No NIA A. Type of hold-downs shown? Yes t/No NIA I B. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes ✓No N/A and FBC 1012.1.5? Yes-✓No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes1 f No N/A 19. Are habitable rooms shown with the minimum light and ventilation It. Is ceiling type shown,drywall thickness? Yes✓No N/A requirements of FBC 1203.1? Yes t,/No NIA 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes v""No NIA wind load requirements for components and cladding per FBC 1606? Yes%,/No NIA B. Are conventional frame rafters used? Yes✓No NIA' 21. Does floor plan show fireplace? Yes• No✓NIA 1. Rafter size shown? Yes L/No NIA 22. Are stair details shown? Yes No NIA 2. Species of lumber shown? Yes ✓N. NIA A. Is minimum stair width shown? (FBC Table 1004) Yes t/No NIA 3. Grade of lumber shown? Yes t/ o N/A B. Are tread and riser sizes shown? (FBC 1007.3) Yes j/No N/A C. Type of roof sheeting shown? Yes o N/A C. Do spiral stairways comply with FBC I007.8.2? Yes No N/A✓ 1. Thickness of roof sheeting shown? Yes VN. NIA D. Are required landing shown? (FBC 1007.4)? Yes W,No NIA 2. Grade of roof sheeting shown? Yes t/�'o NIA E. Is required headroom clearance shown? (FBC 1007.4) Yes w- No NIA 3. Nailing pattern of roof sheeting shown? Yes No NIA 23. If floor plan shows mixed construction,arc mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes No N/A W D. Weight of Dry-In felt shown? Yeso N/A 24. If required,rue tenant separations shown? Yes No N/A✓ E. Type ofroofcover shown? Yes d'No NIA A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes VNO NIA 25. Are all columns and beams shown for porches and lanais? Yes ✓No N/A 2. Attachment of tile roof shown? Yes No N/Av" A. Are column type,size and anchorage shown? Yes p/No NIA (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes V No NIA 3. Other roof covering and attachments shown? Yes No N/A✓ 26. Are all lintel and beam details shown? Yes V*',No NIA F. Length of roof overhang shown? Yes t/No N/A 27. Are engineering details provided for butt glass? Yes ✓No N/A G. Type of soffit and fascia shown? Yes t/No NIA H. Anic ventilation shown? Yes�/No NIA I. Location,type and thickness of flashing shown? V11. Truss/Rafter Plan. (FDC 1503.2.1 and FBC 1507.3.9) Yes✓No NIA 1. Are engineered truss plans provided showing loads,uplifts and J. Type and Range of cave metal shown? Yes ✓No N/A required connections? Yes VN. NIA 2. Are all headers,beams,girders and interior bearing walls shown? Yes✓ No N/A 3. Framed roof. Vt. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show ongrade of lumber,span and connections? Yes V" No NIA application? Yes k/No NIA B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes✓No NIA species,grade of lumber,span and connections? Yes�, ° o NIA 3. Are all door and window sizes shown? Yes✓No NIA C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes#,INo N/A grade of lumber and connections? Yes No NIA 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes✓ No NIA of lumber? Yes v"No N/A 6. Are all vertical reinforcements shown? Yes✓No NIA 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes/ No N/A pattern? Yes L,/No N/A 8. Are all hold-downs and hurricane anchorages shown? Yes f No N/A 9. Is required attic access shown? Yes No N/A 10. Are all plumbing fixtures shown? Yes s/ No NIA VIII. Floor Framing, 11. Are all electrical fixtures shown? Yes✓ No NIA 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical futures shown? Yes t/No NIA uplifts and connections? Yes V''No NIA A. Is air handler and condensor location shown? Yes r/No N/A 2. 1s joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes✓No NIA grade of lumber and connections? Yes �/Ajn NIA 13. Are all smoke detectors shown? (FBC 905.2) Yes 1/No NIA 3. Is flow sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the first habitable flow level nailing pattern? Yes No NIA Have a 29"net clear door opening and handicap accessible route? (FBC 11-11) Yes v""No NIA WATER IMPACT FEE WORKSHEET ADDRESS: 0 11,#1Z-CffV, F- c.J C' 7-- - /V 4 G.l I DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 / Automatic clothes washers,residential 2 l 2- Bathroom Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 / 2- Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 ..-Dishwashing machine,domestic 2 Drinking fountai ak r '/2 Floor drains 2 Hose bib 1 - 2 Kitchen sink, domestic 2 Kitchen sink,domestic with food waste grinder and/or dishwasher 2 �� = Laundry tray(1 or 2 compartments) 2 Lavatory 1 �- Shower compartment domestic 2 �- Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 Water closet,private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= 3 0. MULTIPLIED X 20 TOTAL$ d CITY OF ATLANTIC BEACH d.Ford J � BUILDING/ZONING DEPARTMENT rns 800 SEMINOLE ROAD s.DOe ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5845 http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application# 0 +- 2q322Property Address: 1490 MARSH V I E W C0 U 1 Applicant: BE ST C01N 114 C Project: N( IN S i N G L�, Rei �,y W F Ll ISG This permit application has been: proved ❑ Reviewed and the following items need attention: Please re-submit your applic tion when these items have been completed. Reviewed by: OAA, Date: /?- ,v/ B CITE' OF ATLANTIC BEACH `Y BUILDING PERMIT APPLICATION (New/ Residential &.Commercial) Date: c# Job Address: y'- Owner's Name:_ �'.� — Address: s �J t. l?)Q tf /,-i V J3 6::C, Phone: 024(68-79-7 Legal Description: Block Number: Lot Number: 19 Zoning District: RS , Contractor: State License Number: , Address:4qM Mal M ir)ou3yd I?V,8 (--/ Phone: City: e - State: Zip: Fax: 9t0 771CQ(C Describe proposed use and work to be done: "S- L .7 Present use of land or building(s): n Q Valuation of proposed construction:_ 447 34 S . o® Is approval of Homeowner's Association or other private entity required?MIf yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? E31<0. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. [9,NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 http://www.ei.atiantic-beach.fl.us Page 2 Revised 1/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. I hereby certify that all nform tiog provided wit is application is correct. u - L� Signature of Owner: 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 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 truq4�norrect and that the plans and supporting data have been or shall be provided as required. � 6 Signature of Contractor: , Dater WJ Address and contact information of person to receive all correspondence regarding this application(please print). Name: 1�2rw (,Q10(1r34 Mailing Address: th rr�� p�� y Phone: 3� �'p Fax: _c E-Mail: ��" Sly AS TO OWNER: Sworn to and subsvr�b� �� off�*-s� day of L!1��'�e L J`G�' 20 State of Florida $$titt �` { 1e ' °�y f • June 1 2008 N o Notary's Signature: °• � #p0314663 0• `i ® Personally known ;*,4�14edTM'"3z1V °1�.� ❑ Produced identification fiance aoo . �� °STAh��® Type of identification produced AS TO CONTRAC�'®&� e � aao Sworn to and subscribed before me this f day of > ( V�l')/M� ' ,20� State of Florida, , ® / 00Mtss10No .rte '��® Notary's Signature: 4j�• Co ^ June® N . ® `51—persOIlally known ,2008 ❑ Produced identification ®� g #DD314663 0`- ', • Type of identification produced zz 800 Seminole Road Atlantic Beach,Florida 32233-5445 g i a a BlibM (904)247-5800 Fax: (904)247-5845 http://www.ei.atlantic-beach.fLus Page 3 Revised 1/04 CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPIWEN'I' INFORMATION r Location:� '�d' ' ` ,u ,u 1 v4 Type of Development: f 'U,� Flood Zone: rr— Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: 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 ordies affecting the proposed development. _ Applicant's Signature: ;/' � i' ' Date: Y Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1117/03 i rl' NOTICE OF COMMENCEMENT Building Permit No. Dook 12140 Page 1773 Tax Folio No. STATE OF FLORIDA COUNTY OF DUVAL (Do not write in this blank area Reserved for recording purposes only). THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: (Legal description of the property and street address, if available). Lot 19, HIDDEN PARADISE, according to the plat thereof, as recorded in Plat Book 54, pages 97, 97A, and 97B, of the Current Public Records of Duval County, Florida p 3� Book:1140 9055 D 2. General Description oflmprovements: Pae: 1773 Filed 6 Recorded Construction of a single family residence. 11/12/2984 18:48:25 AN JIM FULLER 3. Owner Information: CLERK CIRCUIT COURT a. Name and address: DUVAL COUNTY Bestcon',Inc. RECORDING $ 5.88 TRUST FUND $ LN �d84.1 1 Way COPY FEE f 1.88 Jacksonville,Flort CERTIFY $ 1.58 Gf�/dQ �r�rs � \v�c REC ADDITIONAL f 4.88 b. Interest in property. C(G Fee simple. C. Name and address of fee simple titleholder(f other than owner): 4. Contractor: (name and address) Q t ' Bestcon,Inc. yl�p�pJ�rs u way � 1� � 37Ug2- Jacksonville,Flort a 3221-33 S. Surety: a. Name and address: b. Amount of bond$ 6. Lender Information: a. Name and address: SunTrust Bank 76 South Laura Street Jacksonville,FL 32202 b. Designated Contact: Tee Barley 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (])(a)7., Florida Statutes: (Name and address) Tee Barley SunTrust Bank, 76 South Laura Street Jacksonville,FL 32202 8. In addition to himself, Owner designate Tee Barley of SunTrust Bank, to receive a copy of the Lienor's Notice as provided in Section 713.13 (a)(b). Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is One (1) Year from the date of recording unless a different date is specified). Other expiration date: May 9,2006 BESTCO C. By: Paul . Nichols,Its President STATE OF FLORIDA COUNTY OF DUVAL This foregoing instrument was acknowledged before me this Lt—day of November, 2004, by Paul W. Nichols., as President of Bestcon, Inc. a Florida corporation, on behalf of that corporation. He is personally known to me. Prepared By and Return To: Tee Barley Notary Pb ' SunTrust Bank, tate of Florida at Large 76 South Laura Street My Commission Expires: Jacksonville, FL 32202 My Commission Number is:— - -- MRRI L LANE a qty COMM SStON A On 80�I0M M1� SES:MW 4 pK rtnaers►�01Ateeaas f1a�J jDEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE . r.',. ATLANTIC BEACH,FLORIDA 32233-4318 4s TELEPHONE:(904)247-5834 FAX:(904)247-5843 SUNCOM: 852-5834 a http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 01- 2°l 3 2 2 Applicant: U sfi CIN I N C Address: I A 9 0 M R s l-I '\f 1 E \N C 0 N RT Project: NY-W 5iNGLP_ rPMi1. D)N >^L JN& ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. KYour permit application has been reviewed by the Public Works Department and the following items need attention: Drainage plans required. Drainage to marsh acceptable. Provide erosion and sediment control plans and details . Provide impervious calculations . Driveway plans showing slope/swale section required. Swale profile from south property line to inlet S-4 required. Survey does not show 10 ' drainage easement at front of property, 10 ` JEA easement in middle of property. Resolution of SJRWMD as-permitted vs. as-builts treatment areas required prior to issuing building permit . 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. Reviewedby ick Carper, P.E., Public Works Director Date Signature Contractor Notified Date Lev—d I -) 0y�0 CITY OF ATLANTIC BEACH NOV�; s) `' � BUILDING PERMIT APPLICATION (New/ Residential & Commercial) Jiil'r r Date: !I /o?3 l o T -T Job Address: q Milf6 h_Vi FAA-) Ccs u 4 _ Owner's Na(m�e� f' tsf enr) C) .f,Qc�.�[�1�1 V/, �flL, �..� 11e ,t Address:{A&J)oisi Lo 't]Q . � (C�1�1� Phone: Legal Description: Block Number: Lot Number: _ Zoning District: Rsp, Contractor: Pa ui W wal o is State 2License Number: C (e0,d c�3 49S Address: marsS t_,VA I 1,4,4I t" U�� to PV6 F/ Phone: 6 �D 4-7 City:TCC. e�tyy State: _r:!�t_ Zip:31209aax: Describe proposed use and work to be done: ' Present use of land or building(s): Valuation of proposed construction: 447 34 F , 00 Is approval of Homeowner's Association or other private entity required?MIf yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? 1�0. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. [�NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/04 FROM :CLRRSON & RSSOCIRTES FRX N0. :904 396 2633 Nov. 04 2004 09:26RI'l P2 MAP SHOVING ,SITE .PLAN O.>1+' LOT 19 As SHOWN ON MAP OF HIDDEN PARADISE A5 RECORDED IN PLAT BOOK 5*; PAGES 97 THROUGH 978 OF THE (N)PRENT PUBUC RECOrn3 OF DUVAL UOUNTY, FLORIDA. FOR: BESTCON, INC. DF.ARlNG liFfEftENCir: 9EARlNG SHOW- ON RIGHT—OF-WAY UNE HEREON t5 THE SAME A5 SHOWN ON ME ABOVF MENTtONEO FLAT. c MARSH WEw COURT (50' R fwd CIS d _Sol 11 11 5 .001 10'X20' JCA + --7-5' XA EASEMENT EASMENt + r ---- ------ ------------ �-8" LAUREL a o I it pikE f � I }� 10' WATER OAK i }f 9` WA 1111 AK 1&O• 20.0' Ax }(D-4'0Y µmi } 8" WA7ER Al< ; Q: R R m z 1Q.n IS.Y p p Waw to (D s^aaK 2"OAK 1 11" WAMP OAK 25, PINE ( WER OF 10^ LIVE 1 D ® "0AK I PI \ ( 2.0AK Q 0 1 a 0EH / Q � � f \\ ® ` �.o -6 tCj .1 � �S:O' 1�.0• .• C) LANAI o 00 L_ ..�._ R'a UPLAND BUFFER 0 Y eOAu o $ e m 12' LIVE OAK X N � fbc � EB 11' PINE '' cs M 3 BAY t JUVE OAK J is n K o R d"OAK W rOAK 6 8? (E'ER P(,q t) 01VA1. LINE CpEDpA� L M�f"SHES OF rkC �N 6� TYPE "R" DRAINAGE RACo.STAL WA f-ER �JW InT CNnM 14ERCON APACMS TO LIE VWMIN FLOOD ZONES ' A&!- AS SCALED nMY ME FLOOD INSURANCE RATE PREPARED BY: "APS, COMMUNITY PANEL Na 120O73 .- OOOtD- OArEa 4--17-89_ CLARSON AN)ASSOCIATES. INC. NOVEMBER 1 PROFFESIONAL LAND SUKVLYORS DATE , 2004. 1843 NALDO AVENUE, SCALE. 1» = 20' JACKSONVILLE, Ff4 32207 {i P. -P.IVBfl Time Nov, 4. 10;37AM " CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 "j INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029322 Date 3/22/05 Property Address . . . . . . 1490 MARSH VIEW CT Tenant nbr, name . . . . . . SFR RADON 1538/SCHGE 2669 Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 447348 Owner Contractor ------------------------ -- ---------------------- BESTCON OF JACKSONVILLE INC BESTCON, INC. 4400 MARSH LANDING BOULEVARD 4400 MARSH LANDING BLVD SUITE 6 SUITE 6 PONTE VEDRA BCH FL 32082 PONTE VEDRA BCH FL 32082 (904) 246-3747 (904) 246-3747 ----------------------------------------------- ----------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc 2 NEW HVAC' S Sub Contractor CHAPPELL HEATING & AIR Permit Fee . . . . 123 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 123 . 00 123 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 123 . 00 123 . 00 . 00 . 00 a PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to com tete all items in sections I,II,III,.and IV. I. Street Address: D LOCATION OF Intersecting Streets-Between And BUILDING Sub-division jq II. INDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we bereby agree to periwm said work in accordance with the attached pians and specifications which are a part hereof and in accordance widt the City of Atlantic Baacb ordinances and standards of and practice listed therein. Name of Mechanical Contractors �O p Contractor Print !s. f' E Master 576 Name of Property Owner C 0!J Signature ofOwner S�mture of Or Authorized Agent 1> nhaQpe j hite t or En III. GENERAL INFORMATIO A. Type of heating fuel: B• f/ Electric IS OTHER CONSTRUCTION 804-0 DONE ON THIS O Gas: LP _Natural Central Utility BUILDING OR SITE? ❑ on ir ' O Other—Specify IF YES,GI ER OF IPN PERMIT IV. MECHANICAL EQUIPMENT TO BE WORK inze enCommercial INSTALLED O u'i (Provide complete list of components on ck of this form) ❑ Existing g i HeatSpace _Recessed _Central _Floor O Re lacerne0 of existio� O Au Conditioning: Room Central ❑ ew systaa previously insta e ❑ Duct System: Material Thickness ❑ Iikiension Maximum capacity O CO cfm O Other- Specify O Refrigeration O Cooling tower: Capacity ttrxn ❑ Fire sprinklers. Number of heads THIS SPACE FOR OFFICE USE ONLY O Elevator: _ Mali@,_Escalator (Num) (Received) (3 Gasoline pumps (Number) O Tanks R'lumber) Remarks O LPG containers (Number) O Unfired pressure vend Permit Approved by Date O Boilers O Other—Specify Peewit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving ons Agency ( f 2 F-Z.0 Z 1 3 ►S �- HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufaeturer Capacity Approving (BTU) 609 *- 0 t • tr TANKS Now Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029322 Date 2/07/05 Property Address . . . . . . 1490 MARSH VIEW CT Tenant nbr, name . . . . . . SFR RADON 1538/SCHGE 2669 Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 447348 Owner Contractor ------------------------ ------------------------ BESTCON OF JACKSONVILLE INC BESTCON, INC. 4400 MARSH LANDING BOULEVARD 4400 MARSH LANDING BLVD SUITE 6 SUITE 6 PONTE VEDRA BCH FL 32082 PONTE VEDRA BCH FL 32082 (904) 246-3747 (904) 246-3747 ---------------------------------------------------------------------------- Permit . . . . . PLUMBING PERMIT Additional desc INSTALL 16 FIXTURES Sub Contractor DON HARRIS PLUMBING Permit Fee . . . . 147 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 147 . 00 147 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 147 . 00 147 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT r 1 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 6�j Job Location: 1�.. Owner of Property: Telephone- Plumbing � Plumbing Contractor Contractor Address: State License Number: AC / / / 7 Telephone: How many of the following fixtures: New or ❑ Re-Piped SINKS SHOWERS —66—LAVATORY F WATER HEATERS BATH TUBS / DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER / WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER Minimum Permit Fee: $35.00 Total Fixtures: / X $7.00 + $35.00 = Signature of Owner: Signature of Contractor: Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 ItMass 111111 I I ■ ■ Dir ESTCON H 0 M E S 4400 Marsh Landing Blvd. Suite 6 Ponte Vedra Beach,Florida 32082 Phone: 904.246.3747 January 25, 2005 Fax: 904.246.7126 CRCO22365 Mr. Don Ford, Head Building Official City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Dear Don, Per our conversation, yesterday, I am including a revised plot plan of our pen-nit #04-00029322, 1490 Marsh View Court. You will note that it now is a closer representation and match of the plans that have been submitted, approved and permitted by your department. I am not quite sure how this oversight on our part occurred. Accordingly we have requested some administrative relief with respect to the setback requirements on the north side of the house. Our initial submittal showed a setback of 15' — 0". As redrawn, the plan now is situated 14' —0" from the property line on the north of the residence. We trust that this will not create a problem, and with your permission, we will relocate the house accordingly. S' cerely yours, i J VV / Paul W. Nichols President FROM •CLARSON & ASSOCIRTES FAX HO. 904 39 33 Jars. 25 2005 08:170M P2 L P SHO NG SITE P n�C)F LOT g19Cr�AtS s.d.�o 1I 1�1 QJ�► MAP OF HIDDEN 1 r C R1 t3 OF "llL L' UN7Y, f-ORIDA, As RECORDED IN PLAT ROOK 54. PATES 97 THROUGH 9M OF THE CURRENT PUB! FOR: BESTCON, INC, ING FERENCf: BEARING SHOWN ON RIGHT—OF—WAUNE HEREON f5 THE SAME AS sHOwN ON THE ASoVE MF,NTIONED PLAT. MARSH OEW COURT (500 RIw) s 1 °11 '11 " 50.00' 7.5A EASEMENT I eX7.0' JEA r £ASEWNTr -------- ----- -_-- ----- S' LAUREL O •� 6"OAK�r —-. ..— �'�� - • --I 1b° PIbF I 10" WATER OAK o 14,0• 1 s- WA 'OAK >n $2"BAY , "�oJ -�'•8" W .OAK wd U.0 �' z o u -g N (i0 o 7 N 4j F- lu d 3p�A3C® UJ til" WATER OAK 25" PINE USTER OF 4 Q 4 10�RIVE " K r"OAK (D )2"OAK �r• �� 1(D e(D (�} /14.0 �'o a ® ` 20.0' ' LANAI PAllp 1D.2' • 00 k� UPLAND BUFFER X a v V d 670AK q d In tz' R►YF OAK a 19 71, PINE -S-f- O� 3V8AY 7" UW- VAK 6") W .c 4 SJ`190 4'OAK �D $/Jfi�7•bg"1Y 28.53• a st�ya . VYEILAND Jt 11a1SblC noVAL (HER PLAT) SEDGE O;MARSj4— CrER PLAT n�ARSF, s OF THE IN � R TYPEE "B" DRAINAGE � wA TER A y Nouse LOCATIOtd THE LOT SHOWN HEREON APPEARS TO UE WITHIN FLOOD 2ours • ".Y AS SCALM FR/W Tut: n nrn INC►IRAMrS RATF PREPARED BY: AIAFA, COWUN►TY PANEL NO 12 MM - 0001D_ DATED 4--17-89. CLAASON AND ASSOCIATES, INC. PROFFESIONAL LAND SURVEYOr n nATF: NOVEMEER 3 2004. 1643 NALDQ AVENUE, SCALE-: 1' = 20'_ JACKSONVILLE, FL., 32207 RBCBivP.d Tima ,W . 95. 4' 97AM