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Permit 1847 Forsyth Ct PERMIT WORKSHEET Certificate of Occupancy Job Address: ( 84-7 T:�RSy-m4 G Type Work: wijt4to5F Property Owner: Phone # �J�c+-I s -E- tit T Z41 - (ZZZ Contractor: Phone # Permit#: C)5 — Z.`h 5 17- Date Issued: Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC Z95-1-Z MECHANICAL Z�IS'17� PLUMBING 29 Tem .Power# Footing JEA Release Date Temp. Power Slab Letter Rec'd. Underslab Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing / Sewer 2� Rough/ S1� Framing / 1t�5 Rough Rough f Topout Insulation )„ JEA Release VJ Date Building ,g I� Electric Q Mechanical / r Plumbing Final ' I Final ' Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspection: Failed Inspections: Date Paid: —� 1 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Frances Cove Duplex III (Top) Builder: Beaches Habitat Address: 1847 Forsyth Court Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI 32266- Permit Number: Owner: Jurisdiction Number: Climate Zone: North I. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:24.0 kBtu/hr - 3. Number of units,if multi-family 1 _ SEER: 10.00 - 4. Number of Bedrooms 3 _ b. N/A - 5. Is this a worst case? Yes - - 6. Conditioned floor area(ft2) 1223 ft' c. N/A 7. Glass area&type Single Pane Double Pane - - a. Clear glass,default U-factor 0.0 ft2 157.0 ft2 - 13. Heating systems b. Default tint 0.0 ft, 0.0 ft, - a. Electric Heat Pump Cap:24.0 kBtu/hr - c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF:7.00 _ 8. Floor types _ b. N/A _ a. Slab-On-Grade Edge Insulation R=0.0, I00.0(p)ft - - b. N/A _ c. N/A - c. N/A - 9. Wall types - 14. Hot water systems a. Frame,Wood,Exterior R=11.0, 149 7.0 ft2 _ j a. Electric Resistance Cap: 50.0 gallons - b. N/A - EF:0.92 - c. N/A - b. N/A - d. N/A - - e. N/A c. Conservation credits - 10. Ceiling types - (HR-Heat recovery,Solar a. Under Attic R=30.0,645.0 f12 - DHP-Dedicated heat pump) b. N/A _ 15. HVAC credits - c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts _ HF-Whole house fan, a. Sup: Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,25.0 ft _ PT-Programmable Thermostat, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.13 Total as-built points: 20438 PASS A c S Total base points: 21816 (-/`1�7 I hereby certify that the plans and specific s covered Review of the plans and EKE sr by this calculation are in compliance wi t Florida specifications covered by this �o� - _ ATPD Energy Code. c- culation indicates complianceh the Florida Energy Code.PREPARED BY: Ocea State GI O eA�ca efore construction is completed y d DATE: -�� Sl is building will be inspected for '' p I hereby certify that this buil'Eft�gy g, as design d, is in compliance with Section 553.908 f�c compliance with the Florida Code. Florida Statutes. °b we OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Q EnergyGauge®(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1847 Forsyth Court, Atlantic Beach, FI, 32266- PERMIT#: FBASE AS-BUILT GLASSES ditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 1223.0 20.04 4411.6 Double, Clear NE 1.5 14.5 27.0 29.56 1.00 795.3 Double,Clear SW 1.5 14.5 14.0 40.16 1.00 561.1 Double,Clear NE 1.5 13.0 6.0 29.56 1.00 176.6 Double,Clear SE 1.5 17.0 42.0 42.75 1.00 1793.4 Double,Clear NW 1.5 5.5 14.0 25.97 0.91 332.1 Double,Clear NE 1.5 4.0 6.0 29.56 0.83 147.5 Double, Clear NE 1.5 4.0 6.0 29.56 0.83 147.5 Double,Clear SW 1.5 5.5 14.0 40.16 0.87 486.7 Double, Clear NE 1.5 5.5 14.0 29.56 0.91 375.5 Double,Clear SE 1.5 5.5 14.0 42.75 0.86 516.9 As-Built Total: 157.0 5332.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 11.0 1497.0 1.70 2544.9 Exterior 1497.0 1.70 2544.9 Base Total: 1497.0 2544.9 As-Built Total: 1497.0 2544.9 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 21.0 6.10 128.1 Exterior 21.0 6.10 128.1 Base Total: 21.0 128.1 As-Built Total: 21.0 128.1 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 644.6 1.73 1115.2 Under Attic 30.0 645.0 1.73 X 1.00 1115.8 Base Total: 644.6 1115.2 As-Built Total: 645.0 1115.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 100.0(p) -37.0 -3700.0 Slab-On-Grade Edge Insulation 0.0 100.0(p -41.20 -4120.0 Raised 0.0 0.00 0.0 Base Total: -3700.0 As-Built Total: 100.0 -4120.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1223.0 10.21 12486.8 1223.0 10.21 12486.8 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1847 Forsyth Court, Atlantic Beach, Fl, 32266- PERMIT #: BASE AS-BUILT Summer Base Points: 16986.6 Summer As-Built Points: 17488.4 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) 17488.4 1.000 (1.090 x 1.147 x 0.86) 0.341 1.000 6451.2 16986.6 0.4266 7246.5 1 17488.4 1.00 1.081 0.341 1.000 6451.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1847 Forsyth Court, Atlantic Beach, Fl, 32266- 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 1223.0 12.74 2804.6 Double,Clear NE 1.5 14.5 27.0 23.57 1.00 635.5 Double,Clear SW 1.5 14.5 14.0 16.74 1.00 235.5 Double,Clear NE 1.5 13.0 6.0 23.57 1.00 141.2 Double,Clear SE 1.5 17.0 42.0 14.71 1.01 624.1 Double,Clear NW 1.5 5.5 14.0 24.30 1.00 341.5 Double,Clear NE 1.5 4.0 6.0 23.57 1.02 143.7 Double,Clear NE 1.5 4.0 6.0 23.57 1.02 143.7 Double,Clear SW 1.5 5.5 14.0 16.74 1.07 250.8 Double,Clear NE 1.5 5.5 14.0 23.57 1.01 332.5 Double,Clear SE 1.5 5.5 14.0 14.71 1.11 228.8 As-Built Total: 157.0 3077.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood, Exterior 11.0 1497.0 3.70 5538.9 Exterior 1497.0 3.70 5538.9 Base Total: 1497.0 5538.9 As-Built Total: 1497.0 5538.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 21.0 12.30 258.3 Exterior 21.0 12.30 258.3 Base Total: 21.0 258.3 As-Built Total: 21.0 258.3 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 644.6 2.05 1321.4 Under Attic 30.0 645.0 2.05 X 1.00 1322.3 Base Total: 644.6 1321.4 As-Built Total: 645.0 1322.3 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 100.0(p) 8.9 890.0 Slab-On-Grade Edge Insulation 0.0 100.0(p 18.80 1880.0 Raised 0.0 0.00 0.0 Base Total: 890.0 As-Built Total: 100.0 1880.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1223.0 -0.59 -721.6 1223.0 -0.59 -721.6 EnergyGauge®DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1847 Forsyth Court, Atlantic Beach, FI, 32266- PERMIT#: BASE AS-BUILT Winter Base Points: 10091.6 Winter As-Built Points: 11355.2 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) 11355.2 1.000 (1.069 x 1.169 x 0.88) 0.487 1.000 6107.3 10091.6 0.6274 6331.5 1 11355.2 1.00 1.104 0.487 1.000 6107.3 EnergyGaugeTm 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: 1847 Forsyth Court, Atlantic Beach, FI, 32266- PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.92 3 1.00 2626.61 1.00 7879.8 As-Built Total: 7879.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7246 6331 8238 21816 6451 6107 7880 20438 PASS P�01-VRE sT:4 0 W-B EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1847 Forsyth Court, Atlantic Beach, FI,32266- PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at 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 top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 1 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-1C rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.5 The higher the score, the more efficient the home. 1847 Forsyth Court, Atlantic Beach, FI, 32266- 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr - 3. Number of units,if multi-family 1 - SEER: 10.00 4. Number of Bedrooms 3 _ b. N/A - 5. Is this a worst case? Yes - - 6. Conditioned floor area(ft2) 1223 ft2 c. N/A - 7. Glass area&type Single Pane Double Pane - - a. Clear-single pane 0.0 ft2 157.0 ft2 - 13. Heating systems b. Clear-double pane 0.0 ft2 0.0 ft2 - a. Electric Heat Pump Cap:24.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 0.0 ft2 - HSPF:7.00 _ d. Tint/other SHGC-double pane b. N/A - 8. Floor types - - a. Slab-On-Grade Edge Insulation R=0.0, I00.0(p)ft - c. N/A _ b. N/A c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0, 1497.0 f12 - EF:0.92 b. N/A _ 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=30.0,645.0 ft2 - 15. HVAC credits - b. N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,25.0 ft - MZ-C-Multizone cooling, b. N/A 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) 0 1 TBE S7,4), in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: �4 d t Address of New Home: City/FL Zip: j�CpD W-_�vy� *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a BuildingEner Rating. I our score is 80 or greater or 86 or a US EPA/DOE Ener Starr"'desi nation , Energy g� fy g ( .f gy g your home may qualify for energy eff ciency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at ww7wfisec.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 AffaijEWrg' (MQVersion: FLRCPB v3.30) Frances Cove Duplex N (Top) HVAC Load Calculations for Beaches Habitat P.O. Box 50939. Jacksonville Beach, FL 32240 i j!!kEAVA 3 Y` J RESIDENMAL .. - HVAC LoADs qBeac By: ones Ocean Stnd Air Conditioning vd. N , FL 32266 -8251 Thuber 16,2004 Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Frances Cove Duplex III(Top) Neptune Beach, FL 32266-1798 Page 2 Project Report General Project Information Project Filename: C:\Elite\Rhvacw\Projects\Beaches Habitat\Frances Cove Duplex III (Top).rhv Project Title: Frances Cove Duplex III (Top) Designed By: Glenn Jones Project Date: Thursday, December 16, 2004 Client Name: Beaches Habitat Client Address: P.O. Box 50939 Client City: Jacksonville Beach, FL 32240 Company Name: Ocean State Heating and Air Conditioning Company Representative: Glenn Jones Company Address: 1476 Atlantic Blvd. Company City: Neptune Beach, FL 32266 Company Phone: (904) 249-8251 Company Fax: (904)249-8949 Company Comment: Design Data Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 32 0 0 72 0 Summer: 94 77 50 75 48 Check Figures Total Building Supply CFM: 951 (5.8 AC/hr) CFM Per Square ft.: 0.778 Square ft. of Room Area: 1,223 Square ft. Per Ton: 540 Building Loads Total Heating Required With Outside Air: 25,040 Btuh 25.040 MBH Total Sensible Gain: 20,913 Btuh 84 % Total Latent Gain: 3,968 Btuh 16 % Total Cooling Required With Outside Air: 24,881 Btuh 2.07 Tons (Based On Sensible +Latent) 2.26 Tons (Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. (•\Gli+olRhvor uAPrniarte\Rcachac Hahitat\Franr:AC rnva nllnlax III (Tnn)_rhv Thursday. December 16. 2004. 9:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Frances Cove Duplex III(Top) Neptune Beach, FL 32266-1798 Page 3 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 157 4,553 0 7,690 7,690 10D Door Wood Solid Core 21 386 0 218 218 12C Wall R-11 + 1/2" Gypsum(R-0.5) 1497 5,389 0 3,044 3,044 16G Ceiling Under Vent. Attic- R-30 Insulation 645 850 0 915 915 22A Slab on Grade No Edge Insulation 100 3,240 0 0 0 Subtotals for structure: 14,418 0 11,867 11,867 People: 8 1,840 2,400 4,240 Equipment: 0 1,800 1,800 Lighting: 0 0 0 Ductwork: 4,173 0 3,485 3,485 Infiltration:Winter CFM: 147, Summer CFM: 65 6,449 2,128 1,361 3,489 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 20,913 Temperature Swing Multiplier: X 1.00 Total Building Load Totals: 25,040 3,968 20,913 24,881 Check Figures Total Building Supply CFM: 951 (5.8 AC/hr) CFM Per Square ft.: 0.778 Square ft. of Room Area: 1,223 Square ft. Per Ton: 540 Building Loads Total Heating Required With Outside Air: 25,040 Btuh 25.040 MBH Total Sensible Gain: 20,913 Btuh 84 % Total Latent Gain: 3,968 Btuh 16 % Total Cooling Required With Outside Air: 24,881 Btuh 2.07 Tons (Based On Sensible + Latent) 2.26 Tons (Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. •\Gli+o\Rhv�rnAPrnicrtc\Rear hac Hnhitat\Frnnr.PC r.nva n,inlax III (Tnn) rhv Thiirsdav_ Dp(-P.mhpr 16_ 2064. 9:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Frances Cove Duplex III(Top) Neptune Beach, FL 32266-1798 Page 4 System I Frances Cove X (Bottom) Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 157 4,553 0 7,690 7,690 10D Door Wood Solid Core 21 386 0 218 218 12C Wall R-11 + 1/2" Gypsum(R-0.5) 1497 5,389 0 3,044 3,044 16G Ceiling Under Vent. Attic- R-30 Insulation 645 850 0 915 915 22A Slab on Grade No Edge Insulation 100 3,240 0 0 0 Subtotals for structure: 14,418 0 11,867 11,867 People: 8 1,840 2,400 4,240 Equipment: 0 1,800 1,800 Lighting: 0 0 0 Ductwork: 4,173 0 3,485 3,485 Infiltration: Winter CFM: 147, Summer CFM: 65 6,449 2,128 1,361 3,489 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 20,913 Temperature Swing Multiplier: X 1.00 System 1 Frances Cove III (Bottom) Load Totals: 25,040 3,968 20,913 24,881 Check Figures Supply CFM: 951 (5.8 AC/hr) CFM Per Square ft.: 0.778 Square ft. of Room Area: 1,223 Square ft. Per Ton: 540 System Loads Total Heating Required With Outside Air: 25,040 Btuh 25.040 MBH Total Sensible Gain: 20,913 Btuh 84 % Total Latent Gain: 3,968 Btuh 16 % Total Cooling Required With Outside Air: 24,881 Btuh 2.07 Tons (Based On Sensible+ Latent) 2.26 Tons (Based On 77%Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. !`•\Glitc\Rhiarui\Prniartc\Raarhac Hahitat\FranraC ( nva ainiPX III (Ton).rhv Thursday. December 16. 2004. 9:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Frances Cove Duplex III(Top) Neptune Beach, FL 32266-1798 Page 5 System I Room Load Summary Htg Htg Run Run Cig Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Living 234 7,458 97 3-6 555 5,750 1,202 262 1.25 327 262 2 Powder/Storage 146 1,684 22 1-4 460 883 72 40 1.00 40 40 3 Dining/Kitchen 198 6,054 79 2-6 506 4,367 962 199 1.00 199 199 4 Owners 242 3,106 40 2-5 548 2,836 699 129 1.16 150 129 5 Owners Closet 32 602 8 1-4 191 366 0 17 1.00 17 17 6 Laundry/Stairs 145 2,227 29 2-5 508 3,042 239 138 1.00 138 138 7 Bedroom 3 112 1,951 25 2-5 463 2,222 397 101 1.25 126 101 8 Bedroom 2 114 1,958 25 1-5 483 1,447 397 66 1.00 66 66 System 1 total 1,223 25,040 326 20,913 3,968 951 1,063 951 System 1 Main Trunk Size: 18 in. Velocity: 538 ft./min Loss per 100 ft.: 0.042 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.07 84%/ 16% 20,913 3,968 24,881 Recommended: 2.26 77%/23% 20,913 6,247 27,160 (:•\Flita\Rhvar%nAPrniartc\Raarha.q Hahitat\Franr.Pq CnvP DunlPx III (Too).rhv Thursday. December 16. 2004, 9:37 AM NIBui'� FirstSource Project Information for: J96976FCe ber 15,2004 Builder: BEACHES HABITAT Address: 1845-1847 FORSYTH COURT ATLANTIC BEACH, FL County: DUVAL Truss Count: 12 Design Program: MiTek 20/20 5.2 Truss Design Load Information: Gravity: Wind: Building Code:FBC2001 Roof(psf): N/A Wind Standard: N/A Floor(psf):55.0 Wind Speed (mph):N/A Note: See the individual truss drawings for special loading conditions. Engineer of Record: Lawrence A. Paine, PE Florida P.E. License No.21475 Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource - Florida, LLC Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record,as defined in ANSI/TPI 1-1995 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. The loads indicated on all referenced girder trusses are consistent with the truss placement plan numbered J96976F provided by Builders First Source-Jacksonville,FL and dated 12-14-2004. Loads applied by non-truss elements and basic load parameters/design criteria are to be reviewed and approved by the Engineer of Record/Building Designer. Otherwise, the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSl1TPI 1-1995. # Truss ID Dwg. # Seal Date 21 F01 J1306702 12/15/04 3 F01G J1306704 12/15/04 54 F02 J1306770g5g 122/15/p044 6 FM J1306707 12%15%04 7 F05 J1306708 12/15/04 8 F06 J1306709 12/15/04 10 F08 J13067111 123/15/04 11 F09 J1306712 12/15/04 12 KW J1306713 12/15/04 - -- - FRANCIS COVELL DUPLEXES Job Truss Truss Type Qt PI Y � Y " J1306702 J96976F F01 FLOOR �- 12 - 1 Job Reference(optional__ � Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Wed Dec 15 15:28:10 2004 Page 1 0-I1,,8- 1-3-0 _ I 1-6-4 0-9-10,0-9-10 Scale:3/8"=1' 46 1x3- 1x3 II 46- ASx6 - 1 2 3 4 5 6 7 8 a223 }'J' 20 19 18 17 16 15 14 12 4x6- 1x3 d 4x6- 5x8 - 5x8= 6-6-0 -_L 8-3-4 17-1-12 ----19-3-0__ 19-3-0 - - -- -- -- -- - ---- -- --- _Plate Offsets(X,Y): [1:Edge 0-t-8] [5:0 1-8 Edge] [12:0-3-8 Edge], 13:0-3-8,Ed e,[18:0-1-8,Edge],[23:0-1 8,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defi L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.60 Vert(LL) -0.24 16-17 >847 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.33 16-17 >625 240 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(TL) 0.05 13 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:108 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.20 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing:13-14,12-13. REACTIONS (Ib/size) 21=795/0-3-8, 13=2414/0-3-8 Max Uplift 13=-345(load case 4) Max Grav 21=927(load case 2),13=2414(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 21-22=-925/0, 1-22=-924/0, 12-23=-1172/475, 11-23=-1147/465,1-2=-942/0,2-3=-2267/0,3-4=-3187/0, 4-5=-3187/0,5-6=-3197/0,6-7=-2721/0,7-8=-1654/0,8-9=-711/1874,9-10=-711/1874,10-11=-61/25 BOT CHORD 20-21=0/48,19-20=0/1761,18-19=0/2783,17-18=0/3187, 16-17=0/3187, 15-16=0/3109, 14-15=0/2314, 13-14=-738/967,12-13=-901/360 WEBS 9-13=-111/0,1-20=0/1215,2-20=-1139/0,2-19=0/704,3-19=-718/0,3-18=0/549,4-18=-242/0,8-13=-1513/0, 8-14=0/1145,7-14=-1114/0,7-15=0/748,6-15=-712/0,6-16=-55/336,5-16=-298/126,5-17=-135/0,10-12=-607/1517 ,10-13=-1599/577 JOINT STRESS INDEX 1 =0.62,2=0.74,3=0.57,4=0.59,5=0.39,6=0.37,7=0.78,8=0.65,9=0.23,10=0.56,11=0.42,12=0.50,13=0.83, 14=0.65, 15=0.78, 16=0.35,17= 0.59,18=0.52,19=0.74,20=0.69,21 =0.64,22=0.00,22=0.59,23=0.00 and 23=0.20 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 M1120 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 345 Ib uplift at joint 13. 4)Load case(s)1,4 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. Thus Design Engineer:Lawrence A.Paine,PE Florida PE No.214?5 LOAD CASE(S) Standard Except: Builder;FirstSource-Florida,LLC 6554 Roosevelt Blvd.Jacksonville,FL 32244 Continued on page 2 December 15,2004 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE l ' This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection tsuildus and bracing,consult BCS(-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, lF "rstSource 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719 #j Job Trussf Truss Type Qty Ply FRANCIS COVELL DUPLEXES J96976F F01A FLOOR 2 J13067031 1 - ------ --v — -- --- — -- - - --- -` --�ob_Reference(optional -- _ ---- -----' Builders First Source,Jacksonille,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Wed Dec 15 15:29:31 2004 Page 1 011r6.1-3-9.. 1 1 -.1-6-4. _ 0-9-10.10-9.10.1 Scale:3/8"=1' 4x6--- 1x3 1x3 II 46= 5x6= 31 = 1 2 3 4 5 6 7 88y- 9 10 Y 2 i. 0 \ \`\ / \ -- \ i \ // \ F 3 \ 2 20 19 18 17 16 15 14 12 46- 1x3 II 46= 5x8_ 5x8 6-6-08-3-4 - - 17-1-12 _- _ 19-3-0 19-3-0 - Plate Offsets [1:Edge 0-1-8],j5:0-1-8 Edge] [12:0-3-8 Edge]_[13 0-3-S,Edge],(18:0-1-S,Ed a 23:0-1-8 0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.86 Vert(LL) -024 16-17 >847 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.33 16-17 >625 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.05 13 n/a n/a BCDL 5.0 ( Code FBC20011ANS195 (Matrix) Weight:108 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No-1 D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 21=702/0-3-8,13=3360/0-3-8 Max Uplift 13=-1347(load case 4) Max Grav 21=927(load case 2),13=3360(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 21-22=-925/0,1-22=-924/0,12-23=-2023/1376, 11-23=-1979/1346,1-2=-942/0,2-3=-2267/0,3-4=-3187/0, 4-5=-3187/0,5-6=-319710,6-7=-2721/0,7-8=-2049/1018,8-9=-2089/3174,9-10=-2089/3174,10-11=-105/71 BOTCHORD 20-21=0/48,19-20=0/1761,18-19=0/2783,17-18=0/3187, 16-17=0/3187, 15-16=0/3109, 14-15=-118/2314, 13-14=-1938/2086,12-13=-1551/1049 WEBS 9-13=-119/0,1-20=0/1215,2-20=-1139/0,2-19=0/704,3-19=-718/0,3-18=0/549,4-18=-242/0,8-13=-1646/3, 8-14=-51/1279,7-14=-1252/79,7-15=-107/877,6-15=-833/115,6-16=-214/486,5-16=-517/358,5-17=-156/75, 10-12=-1768/2613,10-13=-2666/1707 JOINT STRESS INDEX 1 =0.62,2=0.74,3=0.57,4=0.59,5=0.39,6=0.51,7=0.92,8=0.72,9=0.23,10=0.95,11=0.98,12=0.86,13=0.90,14=0.72, 15=0.92, 16=0.51,17= 0.59,18=0.52,19=0.74,20=0.69,21=0.64,22=0.00,22=0.59,23=0.00 and 23=0.20 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MI120 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1347 Ib uplift at joint 13. 4)Load case(s)1,4 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. Truss Design Engineer:Lwnrence A.Paine,PE Florida PE No.21475 LOAD CASE(S) Standard Except: Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 Continued on page 2 December 15,2004 Q Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE ti This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSIA or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, _ Source 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 1.--._— ---- Job Truss Truss J96976F F01G _ FLOOR Qty Ply 1 FRANCIS COVELL DUPLEXES ' 11306704 I ' Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Wed Dec 15 15:33.09 2004 Page 1 0-3-0 T'10-1-3-0 1-0-12 1-5-0 0-11-8 0-8-10 0-8-1_01.I ---- f-._.-...� f --- -i F--- - -F--- Scafe:318"=1' 10-- 3x6= 1x3 II 1x3 I',. 3x6 1x3 II 1M46 - 1 2 3 4 5 6 7 8 9 6 2724 23 21 20 19 t 17 3x6= 4x6- 5x8 - 5x8 5-2-4 7-9-12 _-9-5-12 _ 13-4-4 14-8-12 , 15-11-4 ,_173-12 _ 19-3-0 19-3-0 - Plate Offsets(X Y): [14:0-3-8 Edge], 15:0-3-0,Edge],(16:0 1-8 Edge] [17:0-1-8 Edge] (20:0-1-8 Edge],[21:0 1-8 Edge] [27:0-1 8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.86 Vert(LL) -0.05 14 >428 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.07 14 >275 240 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) -0.02 15 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:115 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.1 D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.213 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 *Except* 12-15 4 X 2 SYP No.2D, 12-14 4 X 2 SYP No.21D 12-15 4 X 2 SYP No.2D,12-14 4 X 2 SYP No.21D REACTIONS (Ib/size) 25=-41/0-3-8,18=433/0-3-8,22=1515/0-3-8,15=2798/0-3-8 Max Uplift 25=41(load case 1),15=-1626(load case 7) Max Grav 25=248(load case 5), 18=759(load case 3),22=1515(load case 1), 15=2798(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 25-26=-244/44,1-26=-244/44,14-27=-2006/1365,13-27=-1963/1336,1-2=-168/158,2-3=-217/816,3-4=-235/1267, 4-28=-555/8,5-28=-555/8,5-6=-555/8,6-7=-555/8,7-8=-759/838,8-9=-1333/1899,9-10=-1333/1899, 10-11=-1333/1899,11-12=-1852/2788, 12-13=-104/71 BOT CHORD 24-25=-2/13,23-24=-333/292,22-23=-1267/235,21-22=-285/378,20-21=-8/555,19-20=-353/702,18-19=-1322/777, 17-18=-1322/777,16-17=-1899/1333,15-16=-2745/1834,14-15=-14101955 WEBS 3-22=-580/0,8-18=-768/0,11-15=-697/294,1-24=-212/211,2-24=-173/243,2-23=-672/58,3-23=-25/644, 4-22=-1308/0,4-21=0/379,5-21=-323/0,8-19=-25/645,7-19=-675/80,7-20=-200/468,6-20=-209/84, 11-16=-654/1104, 10-16=433/217,8-17=-754/726,9-17=-239/211,12-15=-2567/1672,12-14=-1709/2523 JOINT STRESS INDEX 1 =0.39,2=0.35,3=0.67,4=0.68,5=0.59,6=0.59,7=0.49,8=0.94,9=0.59,10=0.59,11=0.62,12=0.91,13=0.97,14=0.91,15=0.79,16=0.57,17= 0.69,18=0.27,19=0.67,20=0.44,21 =0.39,22=0.60,23=0.71,24=0.35,25=0.39,26=0.00,26=0.59,27=0.00 and 27=0,20 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 M1120 unless otherwise indicated, 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 Ib uplift at joint 25 and 1626 Ib uplift at joint 15. 4)Load case(s)1,7 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. Truss Design Engineer:Lawrerice A.Paine,PE 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to bKorida PE No.21475 attached to walls at their outer ends or restrained by other means. Builders Firstkurce-Florida,LLC 6)CAUTION,Do not erect truss backwards. 6550 Roosevelt Blvd.Jacksonville,FL 32244 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Continued on page 2 December 15,2004 A warning-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE Ml1.7471 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabncated with MiTek connectors. sift 111111 I Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection tsuikWs and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, ou6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Trr - - - J1306705 uss Truss 1 ype Qty Ply FRANCIS COVELL DUPLEXES J96976F —',F02 - FLOOR 21 - - -- - ----Job Reference(optional)-- - ---- Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Wed Dec 15 15:33:53 2004 Page 1 0-3- 1-2-8 1-3-0 1-9-4 0-9-10 0-9-t0. 0-3-Q Cale=1:19.6 3 it 3x4 - 1x3 -�!. 1x3 4x6 4x6 5x6 3i --- 1 3x6== 2 3 4 5 6 7 8 ir i j16 15 14 13 12 4x6- 11 9 3x4 = 3x4= 4x6 --- 5x8= 3x4 II 5x8 - Simpson THA422 into Beam by others. 10-4 0 1-5-8 -- 3-11-8 5-11-12 8-5-12 9 10-4 9-11712_ --11-11-8 11-11-8 - Plate Offsets X,Y): (9:0-3-8,Edge],[10:0-3-0 Edge] [12:0-1-8 Edge] [13:0-1-8 EdgeL 1[ 5:Edge,O-1 8] (16:0 1 8,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.90 Vert(LL) 0.11 11-12 >999 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.63 Vert(TL) 0.17 11-12 >698 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.02 10 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:75 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.10 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP NoA D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 Recommended hanger connection based on manufacturer tested capacities and nail calculations.Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. REACTIONS (Ib/size) 15=161/Mechanical,10=3105/0-3-8 Hanger connection to be reviewed and approved by the Max Uplift 1 0=-1 512(load case 4) Architect/Engineer of Record. Max Grav 15=534(load case 2),10=3105(load case 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-15=-529/0,9-16=-2031/1375,8-16=-1987/1346,1-2=-466/0,2-3=-1166/444,3-4=-1166/444,4-5=-1166/444, 5-6=-1836/2161,6-7=-1992/3006,7-8=-105/71 BOT CHORD 14-15=-0/0,13-14=0/881,12-13=-444/1166,11-12=-1310/1593,10-11=-2868/1973,9-10=-1554/1045 WEBS 6-10=-972/137,1-14=0/629,6-11=-192/991,2-14=-577/48,2-13=-704/663,5-12=-580/1178,3-13=-284/273, 4-12=-551/255,7-9=-1761/2619,7-10=-2525/1648,5-11=-1162/333 JOINT STRESS INDEX 1 =0.60,2=0.69,3=0.58,4=0.59,5=0.66,6=0.38,7=0.90,8=0.98,9=0.86,10=0.82,11 =0.47,12=0.60,13=0.63,14=0.66,15=0.19,16=0.00 and 16 =0.00 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1512 Ib uplift at joint 10. 3)Load case(s)1,4 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Except: 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Truss Design Engineer:Lawrence A.Paine,PE Uniform Loads(plf) Florida PE No.214'75 Vert:9-15=-10,1-8=-100 Builders FirstSource-Florida,LLC 6554 Roosevelt Blvd.Jacksonville,FL 32244 Continued on page 2 December 15,2004 ar D T O THIS INCLUDED lTEK REFERENCE PAGE MII-747]BEFORE USE A Warning-Verify design parameters and READ NOTES N IS AND C M j This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the BuIKWS responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection FinFrstSource and bracing,consult SCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 j( Job J96976F F03 Truss FLOORype Qty Ply 1 FRANCIS COVELL DUPLEXES 11306706 III Truss Job Reference10U�onal)_ Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Wed Dec 15 15:34:38 2004 Page 1 0T1-8 1-3-0- - I ---1-4-4 -I I 0-10-6 —0.8-14 1 Scale=1:16.8 3x6= 1x3- 3x4— 1x3 II 3x4 -- 5x8— 31 1 3x4 -7- 2 3 4 5 6 -oma�+----- 1J � j j 'V -- �16 _ -- ---- - i 3x4= 4. 13 12 11 10 k/ 8 7 30= 1 x3 11 3x4- �- 4x6— 3x6 =- 3x4 --- 3x4 I - - 2-9-0 ---- -- L— - —4-4-4 - --- 8-2-12 - 8r474 10-4-0 10-4-0 Plate Offsets(X Y): [2:0-1-8,Edge] [11:0-1-8,Edge] [16:0-1-8 0-1-8] __ _ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.53 Vert(LL) 0.05 10-11 >999 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.55 Vert(TL) 0.08 10-11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 I Code FBC2001/ANSI95 (Matrix) Weight:61 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.20 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 10-0-0 oc bracing:13-14. REACTIONS (Ib/size) 14=156/0-3-8,9=2072/0-3-8 Max Uplift 9=-651(load case 4) Max Grav 14=433(load case 2),9=2072(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 14-15=-426/0,1-15=-426/0,7-16=-1/13,6-16=-1/13,1-2=-370/0,2-3=-710/70,3-4=-710/70,4-5=-851/1214, 5-6=-436/864 BOT CHORD 13-14=0/22,12-13=-70/710,11-12=-70/710,10-11=-592/730,9-10=-1816/914,8-9=-18281918,7-8=-1/0 WEBS 5-9=-19791619,5-8=-756/1515,6-8=-1483/750,1-13=0/473,2-13=-461/158,2-12=-231/140,5-10=-84/803, 4-10=-865/168,4-11=-303/709,3-11=-275/117 JOINT STRESS INDEX 1=0.45,2=0.22,3=0.29,4=0.74,5=0.80,6=0.98,7=0.02,8=0.98,9=0.70,10=0.84,11=0.67,12=0.30,13=0.49,14=0.29,15=0.00,15=0.00,16= 0.00 and 16=0.00 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 651 Ib uplift at joint 9. 3)Load case(s)1,4 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Except: 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Truss Design Engineer:Lawrence A.Paine,PE Uniform Loads(plf) Florida PE No.21475 Vert:7-14=-10,1-6=-100 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 Continued on page 2 December 15,2004 A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection ■■■ rs and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, klFirstSource 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofho Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply FRANCIS COVELL DUPLEXES j J1306707 J96976F F04 FLOOR 2 1 Job Reference(optional) BuildersFirst Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Tue Dec 14 15:16:29 2004 Page 1 11-1-P . 1-3-0 _.. 1-9-0 -..-.._ -- -I 0-9-0... 1-.1-s Scale=1:13.8 1x3 1 2 31x3 II 4 5 1x3= w w \ 3 12 / a i zz `V' 10 9 i 1x3 (I T8 7 1-6-0 2-9-0 4-9-0 6-9-0 8-3-0 8-3-0 Plate Offsets(X,Y): [2:0-1-8,Edge],[5:0-1-8,Edge),[8:0-1-8,Edge] LOADING(psf) SPACING 2-0-0 CSI T DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.01 8 >999 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.02 8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 j (Matrix) Weight:45 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 11=434/0-3-8,6=434/0-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 11-12=-428/0,1-12=-427/0,6-13=-429/0,5-13=-428/0,1-2=-372/0,2-3=-708/0,3-4=-708/0,4-5=-375/0 BOT CHORD 10-11=0/22,9-10=0/708,8-9=01708,7-8=0/689,6-7=0/22 WEBS 5-7=0/479,1-10=0/475,4-7=-438/0,2-10=-458/0,4-8=0/34,2-9=0/20,3-8=-12/0 JOINT STRESS INDEX 1 =0.44,2=0.21,3=0.01,4=0.22,5=0.44,6=0.29,7=0.49,8=0.04,9=0.04,10=0.48,11 =0.28,12=0.00,12=0.00,13=0.00 and 13=0.00 NOTES 1)All plates are 3x4 M1120 unless otherwise indicated. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 December 15,2004 0 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-747]BEFORE USE ■ This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection HUMUS and bracing,consult SCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, kiFirst,,:mrice 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719 r Job Truss Truss Type City Ply FRANCIS COVELL DUPLEXES J1306709 J96976F F06 FLOOR 4 1 -- I Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Tue Dec 14 15:16:30 2004 Page 1 071 T8 1-3-0.----- I- 2-00 -. -1 0�1.�8 Scale=1:21.6 1x3— 1 2 3 4 5 61x3— 15 16 - - -- - 13 12 11 10 -._. 9 8 �.• 1x3 II 1x3 II 5-3-0 _—_L-- 7-6-0 L 12-9-0 12-9-0 Plate Offsets(X Y): [3:0-1-8 Edge] [4:0-1-8 Edg1 6:0-1-8,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Vert(LL) -0.06 10-11 >999 360 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.41 Vert(TL) -0.09 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:66 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 14=681/0-5-8,7=681/0-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 14-15=-677/0,1-15=-676/0,7-16=-677/0,6-16=-676/0,1-2=-659/0,2-3=-1497/0,3-4=-175610,4-5=-1497/0,5-6=-659/0 BOT CHORD 13-14=0/35,12-13=0/1231,11-12=0/1756,10-11=0/1756,9-10=0/1756,8-9=0/1231,7-8=0/35 WEBS 1-13=0/848,2-13=-795/0,2-12=0/371,3-12=-351/0,3-11=0/15,6-8=0/848,5-8=-795/0,5-9=0/371,4-9=-351/0, 4-10=0/15 JOINT STRESS INDEX 1=0.78,2=0.40,3=0.16,4=0.16,5=0.40,6=0.78,7=0.45,8=0.86,9=0.38,10=0.03,11 =0.03,12=0.38,13=0.86,14=0.45,15=0.00,15=0.00,16=0.00 and 16=0.00 NOTES 1)All plates are 3x4 M1120 unless otherwise indicated. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Truss Design Engineer:Lavmence A.Paine,PE Florida PE No.21475 Builders FirstSotuce-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 December 15,2004 10 Warning-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE W This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection ■■■ �ri and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply FRANCIS COVELL DUPLEXES J1306711 J96976F F08 FLOOR 4 1 Job Reference(optional) - Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Tue Dec 14 15:16:30 2004 Page 1 Q 3 P 1-3-0_--- i -. 1-1-1-8 1 011[8 Scale:1/2"=1' 3x6= 1x3= 1 3x6== 2 3 4 5 3x6= 6 7 X 16 15 14 13 12 11 10 9 � 3x6= Simpson THA422 into Beam by others. 6-6-0 9-1-0 14-4-0 14-4-0 Plate Offsets(X Y): [7:0-1-8,Edge] [9:0-1-12 Edge] [12:0-1-8 Edge],[14:0-1-12 Edge, 15:Edge,O_1-81_ LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.39 Vert(LL) -0.13 12-13 >999 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.18 12-13 >915 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:79 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 Recommended hanger connection based on manufacturer tested capacities and nail calculations.Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. REACTIONS (Ib/size) 15=775/Mechanical,8=768/0-3-8 Hanger connection to be reviewed and approved by the Architect/Engineer of Record. FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-15=-766/0,8-16=-765/0,7-16=-765/0,1-2=-753/0,2-3=-1787/0,3-4=-2202/0,4-5=-2206/0,5-6=-1780/0,6-7=-756/0 BOT CHORD 14-15=0/0,13-14=0/1423,12-13=0/2102,11-12=0/2206,10-11=0/2206,9-10=0/1410,8-9=0/40 WEBS 1-14=0/1002,2-14=-933/0,2-13=0/506,3-13=-438/0,3-12=0/132,4-12=-108/0,7-9=0/974,6-9=-910/0,6-10=0/514, 5-10=-568/0,5-11=0/80 JOINT STRESS INDEX 1=0.90,2=0.51,3=0.22,4=0.02,5=0.25,6=0.52,7=0.89,8=0.51,9=0.93,10=0.52,11 =0.06,12=0.17,13=0.51,14=0.95,15=0.26,16=0.00 and 16=0.00 NOTES 1)All plates are 3x4 M1120 unless otherwise indicated. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FixstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 December 15,2004 rs Warning-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. 1 Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection -. and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center • �I. 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 F' {�(}1 (�'("�Q - - - -1- - -- - - —►- Job Truss Truss Type Qty Ply FRANCIS COVELL DUPLEXES J1306713 I �J96976F KW FLOOR 4 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Tue Dec 14 15:16:31 2004 Page 1 Scale=1:13.3 3x4 1 3x4-- 2 3 4 5 6 7 L j � o j f 14' 3x4 3x4= — 8-0-0 -------------- "_0 Plate Offsets(X,Y): [7:0-1-8 Edge] [9:0-1-8 Edge] [13:0-1-8 Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.09 Vert(LL) n/a n/a 999 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) -0.00 8 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:40 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 8-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) 14=49/8-0-0,8=49/8-0-0,11=148/8-0-0,12=143/8-0-0,13=167/8-0-0,10=143/8-0-0,9=167/8-0-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-14=-44/0,7-8=-44/0,1-2=0/6,2-3=0/6,3-4=0/6,4-5=0/6,5-6=0/6,6-7=0/6 BOT CHORD 13-14=0/0,12-13=-6/0,11-12=-6/0,10-11=-6/0,9-10=-6/0,8-9=0/0 WEBS 4-11=-135/0,3-12=-130/0,2-13=-146/0,5-10=-130/0,6-9=-146/0,1-13=-8/0,7-9=-8/0 JOINT STRESS INDEX 1 =0.03,2=0.15,3=0.13,4=0.14,5=0.13,6=0.15,7=0.03,8=0.05,9=0.10,10=0.13,11 =0.14,12=0.13,13=0.10 and 14=0.05 NOTES 1)All plates are 1x3 M1120 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 December 15,2004 Al Warning-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE 111ft on This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. W Mil Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection &YrstSourceand bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center,6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Dnve,Madison,WI 53719 _..------ ---._-- JoBuiklers FirstSource Project Information for: J96976 December 15,2004 Builder: BEACHES HABITAT Address: 1845-1847 FORSYTH COURT Atlantic Beach, FL County: Duval Truss Count: 20 Design Program: MiTek 20/20 5.2 Truss Design Load Information: Gravity: Wind: Building Code:FBC2001 Roof(psf): 42.0 Wind Standard: ASCE 7-98 Floor(psf):N/A Wind Speed (mph):120 Note: See the individual truss drawings for special loading conditions. Engineer of Record: Lawrence A. Paine, PE Florida P.E. License No.21475 Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company. Builders FirstSource- Florida, LLC Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record,as defined in ANSI/TPl 1-1995 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. The loads indicated on all referenced girder trusses are consistent with the truss placement plan numbered J96976 provided by Builders First Source-Jacksonville,FL and dated 12-10-2004. Loads applied by non-truss elements and basic load parameters/design criteria are to be reviewed and approved by the Engineer of Record/Building Designer. Otherwise, the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSI/TPI 1-1995. # Truss ID Dwg. # Seal Date 1 CJ 1 J1307069 12/15/04 2 CJ311307070 12/15/04 3 CJ5 11307071 2/1 / 4 4 EJ07 J1307072 1f'l5/04 6 T01 J1307074 115104 8 T03 J1307076 12115%04 9 T04 J1307077 12/15/04 111 T06 J1307079 12/15/04 12 T07 J1307080 12/15/04 13 T08 J1307081 12/15/04 14 T09 J1307082 12115/04 16 T010A 11307084 12115101 17 T10A J1 J07085 2/15/04 18 T11 1107086 12115/04 19 T12 J1307087 12/15/04 20 T13 J1307088 12/15/04 , Job Truss Truss Type Qty Ply FRANCIS COVELL DUPLEXES J1307069 J96976 Cil MONO TRUSS 14 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Wed Dec 15 15:03:12 2004 Page 1 3 �- -. -2-4-0 _ _. _. �.. _-- 1-0-0- 2-0-0 1-0-0 � le=1:5.8 2 4.00 12 1 2x4= ez 4 1-0-0 1-M LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.00 2 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.10 1 >260 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC20011ANSI95 (Matrix) Weight:6l LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-95/Mechanical,2=274/0-3-8,4=14/Mechanical Max Horz2=99(load case 3) Max Uplift3=-95(load case 1),2=-454(load case 3) Max Grav3=183(load case 3),2=274(load case 1),4=14(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0134,2-3=-51t75 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.31 NOTES 1)Wind:ASCE 7-98;120mph(3-second gust);h=22ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone,Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 95 Ib uplift at joint 3 and 454 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Design Engirleer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 December 15,2004 Q blaming-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7477 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the 1" Ors responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection BuI& and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofho Drive,Madison,WI 53719 LL o— u ( ' —--- L— i_ — — — V_ Job Truss Truss Type Qty Ply FRANCIS COVELL DUPLEXES J96976 CJ5 MONO TRUSS 14 1 Jt307071 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Wed Dec 15 15:03:12 2004 Page 1 _. -2-0-0 - 5-0-0 2-0-0 5-0-0 3 Scale i 4.00 rl-2 2 2x4= 1 _ / - � 4 r— 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.03 2-4 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 I Vert(TL) -0.07 1 >387 180 BCLL 10.0 Rep_J_Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001l/ANSI95 (Matrix) Weight:19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=102/Mechanical,2=347/0-3-8,4=72/Mechanical Max Horz2=222(load case 3) Max Uplift3=-180(load case 3),2=-416(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-121/25 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.37 NOTES 1)Wind:ASCE 7-98;120mph(3-second gust);h=22ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 180 Ib uplift at joint 3 and 416 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSovrce-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 December 15,2004 N Warning-Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE Bum a This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection Im"s and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, y 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 RmL ti��,rj; Job Truss Truss Type Qty Ply FRANCIS COVELL DUPLEXES i J1307073 J96976 HJ7 MONO TRUSS 7 1 (optional) Job Reference Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Wed Dec 15 15:03:13 2004 Page 1 -2-9-1.5 54-11 2-9-15 5-4-11 4-6-2 - Scale=1:21.7 3x6 4 5 i 2.63 F12 3x6 3 � 2 - 3x6= 3x6 7 Simpson SUR/1.26 6 2x4 11 06= 54-11 9-10-13 54-11 4-6-2 Plate Offsets(X Y): [2:0-4-11,0-0-5] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.03 7 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) 0.25 1 >148 180 BCLL 10.0Rep Stress Incr NO WB 0.28 Horz(TL) -0.01 6 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) _ Weight:53 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticats. BOT CHORD 2 X 6 SYP NoA D BOT CHORD Rigid ceiling directly applied or 8-2-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=655/Mechanical,2=522/0-4-15 Max Horz2=654(load case 2) Max Uplift6=-711(load case 2),2=-559(load case 2) FORCES (lb)-Maximum CompressionlMaximum Tension TOP CHORD 1-2=0138,2-3=-915/385,3-4=-156/0,4-5=-8/0,4-6=-2561469 BOT CHORD 2-7=-927/876,6-7=-927/876 WEBS 3-7=0/231,3-6=-7971641 JOINT STRESS INDEX 2=0.66,2=0.00,3=0.20,4=0,42,6=0.63 and 7=0.10 NOTES 1)Wind:ASCE 7-98;120mph(3-second gust);h=22ft;TCDL=4.2psf,BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 711 Ib uplift at joint 6 and 559 Ib uplift at joint 2. 3)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54 Trapezoidal Loads(plf) Vert:2=-3(F=26,B=26)-to-4=-130(F=-38,B=-38),4=-130(F=-38,B=-38)-to-5=-134(F=-40,B=-40),2=-O(F=15, B=15)-to-6=-74(F=-22,B=-22) Truss Desist Engineer:Lawmence A.Faire,PE Florida PE No.21475 Builders FirstSrnirce-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 December 15,2004 0 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erectionMEL '9111111111 and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply FRANCIS COVELL DUPLEXES J1307075 r J96976 T02 THIP 2 1 -_ Job Reference(optional)- _. Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Wed Dec 15 15:03:13 2004 Page 1 -2-0-0 _. _ 4-10-14 _.. _ 9-0-0 -- - -i. 10-4-0 1. _... --. ..14-5-2 __. I __.. -.19-4-0 f-- 21-4-0 -- 2-0-0 4-10-14 4-1-2 1-4-0 4-1-2 4-10-14 2-0-0 Scale=1'.39.8 4x6 4x6 4 5 4.00[12 2x4� \ �` 2x4- 3 \ 7 \ \moi6 \ M 7 61 / 10 9 \\\� 3x6= 3x6 3x6= 3x6= r 9-0-0 10-4-0 19-4-0 9-0-0 1-4-0 9-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) -0.17 2-10 >999 240 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.25 2-10 >923 180 BCLL 10.0 Rep Stress Incr YES WB 0.17 Horz(TL) -0.05 7 n/a nla BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:87 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-11-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=918/0-3-8,7=918/0-3-8 Max Horz2=140(load case 5) Max Uplift2=-91 1(load case 3),7=-911(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-1742/2029,3-4=-1380/1508,4-5=-1285/1516,5-6=-1380/1508,6-7=-1742/2029,7-8=0/34 BOT CHORD 2-10=-1724/1620,9-10=-1092/1285,7-9=-1724/1620 WEBS 3-10=-403/680,4-10=-190/279,5-9=-190/279,6-9=-403/680 JOINT STRESS INDEX 2=0.62,3=0.25,4=0.65,5=0.65,6=0.25,7=0.62,9=0.22 and 10=0.22 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=22ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone,Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 911 Ib uplift at joint 2 and 911 Ib uplift at joint 7. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Pante,PE Florida PE No.21475 Builders FirstSo=e-Flaxid3,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 December 15,2004 -© blaming-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the -tsull&vs I responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, WFirstSource 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply FRANCIS COVELL DUPLEXES J1307077', l�J96976 T04 HIP 1 1 Job Reference o ttonal Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Wed Dec 15 15:17:22 2004 Page 1 -2-0-0 7-0-0 _ _ i _12-4-0 19-4-0 —21-4-0 2-0-0 7-0-0 5-4-0 7-0-0 2-0-0 Scale=1,38.9 8x14 M1118H= 5x10 M1120H= 4.0012 3 9 4 T rr \\ \ 5 IN 201 n /i 410= \/ 8 10 7 4x10= 3x6 I 5x6= 7-0-0 -_�z-4 0 19-4-0 7-0-0 5-4-0 7-0-0 Plate Offsets(X Y): [3.0-10-4.0-2-4] f4:0-6-4,0-2-Al [7.0-3-0 0-2-12],[8:0-3-12 0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.37 7-8 >618 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.33 7-8 >683 180 M1120H 1871143 BCLL 10.0 Rep Stress Incr NO WB 0.31 Horz(TL) -0.07 5 n/a n/a MII181-1 195/188 BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:95 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-1 oc purlins. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 3-9-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=177110-3-8,5=1701/0-3-8 Max Horz 2=-123(load case 5) Max Uplift 2=-1807(load case 2),5=-1719(load case 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38,2-3=-4457/4261,3-9=-4055/3945,4-9=-4055/3945,4-5=-4271/4015,5-6=0/38 BOT CHORD 2-8=-3953/4175,8-10=-3995/4237,7-10=-3995/4237,5-7=-3648/3997 WEBS 3-8=-678/976,3-7=-360/370,4-7=-666/962 JOINT STRESS INDEX 2=0.63,3=0.90,4=0.95,5=0.61,7=0.30 and 8=0.29 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=22ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)All plates are MII20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1807 Ib uplift at joint 2 and 1719 Ib uplift at joint 5. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate lncrease=1.25 Uniform Loads(plf) Vert:1-3=-54,3-9=-118(F=-64),4-9=-54,4-6=-54,2-8=-30,8-10=-65(F=-35),5-10=-30 Truss Design Engineer:Lavnence A.Paine,PE Concentrated Loads(lb) Vert:8=-539(F)10=-707(F) Florida PE No.21475 Builders FirstSo rce-Florida„LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 December 15,2004 n Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE Wft This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the OUI&VS responsibility of building designer and I or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WiCA Center, --LSource i 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 RmL Job Truss Truss Type Qty Ply FRANCIS COVELL DUPLEXES J1307079 J96976 T06 MONO HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Wed Dec 15 15:03:14 2004 Page 1 -- -2-00_-.._._ ----1.—_..._--- - _.—__. __.... S-DQ -- __.-___ ---F_.-- ___ ._ ___..8-4-0 2-0-0 5-0-0 3-4-0 Scale=1:18.1 5x8 -_ 2x4 11 3 4 4.00 F2 i i 1 6 5 2x4 11 2x4= 3x6= 5-0-0 8-4-0 5-0-0 3-4-0 Plate Offsets LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.02 6 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.07 1 >352 180 BCLL 10.0 Rep Stress Incr YES WB 0.14 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC20011ANS195 (Matrix) Weight:37 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-3-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 5=322/Mechanical,2=472/0-3-8 Max Horz2=225(load case 3) Max Uplift5=-304(load case 3),2=-534(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-454/422,3-4=-0/0,4-5=-86/179 BOT CHORD 2-6=-491/380,5-6=-488/393 WEBS 3-6=0/152,3-5=-445/553 JOINT STRESS INDEX 2=0.40,3=0.21,4=0.07,5=0.16 and 6=0.08 NOTES 1)Wind:ASCE 7-98;120mph(3-second gust);h=22ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Provide adequate drainage to prevent water ponding. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 304 Ib uplift at joint 5 and 534 Ib uplift at joint 2. LOAD CASE(S) Standard Thus Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6554 Roosevelt Blvd.Jacksonville,FL 32244 December 15,2004 A Warning-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Idll-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and)or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery, MiLl erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, hLlFirstSource I 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply FRANCIS COVELL DUPLEXES J1307081� J96976 T08 COMMON 2 1 f Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Wed Dec 15 15:03:15 2004 Page 1 - -p-0-0 - - 42-0 8-4-0— _- 2-0-0 4-2-0 4-2-0 Scale=1:17.4 4x6= 3 4.0012 \y\\ 4 / 6 r7 1 r2x4 5 �j 2X4 II 2x4 -= 4-2-0 8-4-0 4-2-0 4-2-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.02 5 >999 240 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.15 Vert(TL) 0.08 1 >320 180 BCLL 10.0 Rep Stress Incr YES WB 0.05 Horz(TL) -0.01 4 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:31 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-5-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=322/0-3-8,2=472/0-3-8 Max Horz2=1 1 0(load case 5) Max Uplift4=-282(load case 4),2=-525(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-540/639,3-4=-522/614 BOT CHORD 2-5=-4771465,4-5=-477/465 WEBS 3-5=0/145 JOINT STRESS INDEX 2=0.46,3=0.13,4=0.46 and 5=0.08 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98; 120mph(3-second gust);h=22ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 282 Ib uplift at joint 4 and 525 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 December 15,2004 Q Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, F -Source 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D Cinotno Drive,Madison,WI 53719 - Job Truss Truss Type City Ply FRANCIS COVELL DUPLEXES J13070831 J96976 09A- — --. -�HIP 1 __1Job Reference o tional ; Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Wed Dec 15 15:19:01 2004 Page 1 -2-0.0 - 7-0-0 11-4-8 18A-8_ l 20-4-8- 2-0-0 7-0-0 4-4-8 7-0-0 2-0-0 Scale=1:37.3 5x10 M1120H 5x10 M1120H- 3 4 _ N 5 J{1 / 6 ,m o / 4x6 _ 8 7 4x6= 2x4 11 4x6= 7-0-0 11-4-8 18-4-8 7-0-0 4-4-8 7-0-0 Plate Offsets(X Y)' 2:0-3-6.0-0-61.[3:0-6-4.0-2-41,[4'0-6-4 0-2-4] [5 0 3-6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.89 Vert(LL) 0.29 7-8 >758 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) 0.25 7-8 >870 180 M1120H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.06 5 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:90 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-5 oc purlins. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-4-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Iblsize) 2=1628/0-3-8,5=1628/0-3-8 Max Horz 2=123(load case 4) Max Uplift 2=-1698(load case 2),5=-1698(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0138,2-3=-3935/3851,3-4=-3720/3770,4-5=-3926/3839,5-6=0/38 BOT CHORD 2-8=-3560/3678,7-8=-3593/3728,5-7=-3484/3670 WEBS 3-8=-541/788,3-7=-166/148,4-7=-584/843 JOINT STRESS INDEX 2=0.93,3=0.86,4=0.86,5=0.93,7=0.30 and 8=0.43 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=221t;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)All plates are M1120 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1696 Ib uplift at joint 2 and 1698 Ib uplift at joint 5. 6)Girder carries hip end with 7-0-0 end setback 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-118(F=-64),4-6=-54,2-8=-30,7-8=-65(F=-35),5-7=-30 Truss Design Engineer:Lawrence A,Paine,PE Concentrated Loads(lb) Florida PE No.21475 Vert:8=-539(F)7=-539(F) Builders FirstSaurce-Florida,LLC 6550 Roosevelt Blvd.JacksonrMe,FL 32244 December 15,2004 'A Warning-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and I or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection [WWI M10"s and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, bklFirstSource 6300 Enterprise Lane,Madison,Wi 53719 or the Truss Plate institute,583 D'Onotho Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply FRANCIS COVELL DUPLEXES J1307085I J96976 T10A QUEENPOST 1 1 Job Reference(optional) I 1 Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Wed Dec 15 15:03:16 2004 Page 1 9-4-8 13-4-8 18-4-8 20-4-8 2-0-0 5-0-0 4-0-0 0-2-4 4-0-0 5-0-0 2� 38.2 0-2-4 4x6 4 4.00 F12 2x4 \�\ 2x4 3 5 ,\ �\ 2 \ 6 1 01 7 Id C 3x6= 8 3x6 3x8 9-2-4 18-4-8 9-24 9-24 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.15 6-8 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.21 6-8 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.17 Horz(TL) -0.05 6 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:80 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 4-11-14 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=878/0-3-8,6=878/0-3-8 Max Horz 2=-1 42(load case 6) Max Uplift2=-868(load case 3),6=-868(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-1621/1906,3-4=-1270/1402,4-5=-1270/1402,5-6=-1621/1906,6-7=0/34 BOT CHORD 2-8=-1607/1504,6-8=-1607/1504 WEBS 3-8=-386/664,4-8=-386/539,5-8=-386/664 JOINT STRESS INDEX 2=0.57,3=0.25,4=0.68,5=0.25,6=0.57 and 8=0.29 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=22ft;TCDL=4.2psf,BCDL=3.Opsf;Category Il;Exp C,partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 868 Ib uplift at joint 2 and 868 Ib uplift at joint 6. LOAD CASE(S) Standard Trws Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 December 15,2004 j A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE lr This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. I Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the j responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, WFirstSource j 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty PlyFRANCIS COVELL DUPLEXES J96976 T12 MONO TRUSS 13 1 f Job Reference(optional) J1307087 Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Wed Dec 15 15:03.16 2004 Page 1 - -2-4-0- ___... 3-10-4 _ _. . 2x4 2-0-0 3-10-4 Scale--f loo i i 4.0012 / 2 cl 2x4 1 4 �i 2x4 11 3-10-4 3-10-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) 0.04 2-4 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) 0.11 1 >250 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-10-4 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=304/0-3-8,4=113/Mechanical Max Horz2=184(load case 3) Max Uplift2=-461(load case 3),4=-163(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-78/14,3-4=-60/204 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.33,3=0.08 and 4=0.08 NOTES 1)Wind:ASCE 7-98;120mph(3-second gust);h=22ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone,porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 461 Ib uplift at joint 2 and 163 Ib uplift at joint 4. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FintSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 December 15,2004 0 Warning-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE BI This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection ■■ 777MMM/�� and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute 583 D'Onofrio Drive,Madison,WI 53719 "QTZ) 1 ( o r symbols Numbering System PLATE LOCATION AND ORIENTATION Failure to Follow Couiu 3 Center plate on joint unless I Damage or Personal Injury Y4 dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches,Apply plates to both sides of truss and building designer,erection supervisor,property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other, 1 Ig C2 C3 1 3, Place plates on each face of truss at each J5 1 joint and embed fully.Avoid knots and wane 0 0� n at joint locations. I 0 4. Unless otherwise noted,locate chord splices U CL U at 1/4panel length(±6"from adjacent joint.) 0ca i 0 C7 5� Unless otherwise noted,moisture content of For 4 x 2 orientation,locate BOTTOM CHORDS lumber shall not exceed 197o at time of fabrication. plates I/8"from outside edge JI J8 J7 J6 of truss and vertical web, 6. Unless expressly noted,this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in J JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Comber is a non-structural consideration and connector plates, AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator.General FARTHEST TO THE LEFT, j practice is to camber for dead load deflection, WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width4 9. Lumber shall be of the species and size,and Second x 4 perpendicular to slots. I in all respects,equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots, BOCA 96-31,96-67 10,Top chords must be sheathed or purlins ICBO 3907,4922 provided at spacing shown on design. LATERAL BRACING 11,Bottom chords require lateral bracing at 10 SBCCI 9667 9432A, ft.spacing,or less,if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W,970036-N unless otherwise noted, continuous lateral bracing, 12,Anchorage and/or load transferring NER 561 connections to trusses are the responsibility of others unless shown. 13.Do not overload roof or floor trusses with stacks of construction materials. BEARING 1 14,Do not cut or alter truss member or plate Indicates location of joints at without prior approval of a professional which bearings (supports)occur. engineer. MI'Tck`' 15.Care should be exercised in handling, i erection and installation of trusses. MiTek Engineering Reference Sheet., Mil-7473 1993 MiTek@ Holdings, Inc. S CITY OF ATLANTIC BEACH SS 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029512 Date 1/11/05 Property Address . . . . . . 1847 FORSYTH CT Tenant nbr, name . . . . . . TOWNHOUSE 555RAD/1152SCHG Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 70000 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 (904) 241-1222 ------------------ ---------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . 00 Plan Check Fee . 00 Issue Date . . . . 1/10/05 Valuation . . . . 70000 Expiration Date . . 7/09/05 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 13 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 5 . 18 AB CONSTRUCTION SURCHARGE .57 STATE RADON SURCHARGE 2 .63 '`' SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 430 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 2133 . 51 2133 . 51 . 00 . 00 Grand Total 2133 . 51 2133 . 51 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS-ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PER AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. �f H u'r 9k, BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 7/13/05 Parcel Number . . . . . 172123-0000-8 - Property Address . . . 1847 FORSYTH CT ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . BEACHES HABITAT Contractor . . . . . . BEACHES HABITAT 904 241-1222 Application number 05-00029512 000 000 Description of Work TWO FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . C uilding Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: C7 Z � Contractor Name: j � � 1Gi� ► G�- Permit#: ' � �) -- Property Address: ��. Y" -�- .-:� Legal Description- Gov--C' ItE 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: y � Lowest Floor Elevation: , Required As Built The following must be completed before issuing Certificate of Occupancy. Department Date Notified Date Approved Approved By Fire Dept. Public Works -7 - 11 _ L) S- Public Utilities O Planning Dept. _ s� Building Dept. _ o - - D S Final Survey with FFE /yes ❑ No All Re-Inspect Fees Paid C�( Yes ❑ No Page 1 of 1 Schlueter, Jennifer From: Kaluzniak, Donna Sent: Wednesday, July 13, 2005 10:11 AM To: Walker, Chris Cc: Schlueter, Jennifer Subject: RE: Final for CO OK, thanks, let me know when approved -Donna From: Walker, Chris Sent: Wednesday, July 13, 2005 10:11 AM To: Kaluzniak, Donna Subject: RE: Final for CO Donna, That is a negative on the CO. He said that the sewer clean out is in the driveway but they have a pile of debris on top of it. I told him l needed the pile removed so I can see the clean out to make sure it's there. ------------- From: Kaluzniak, Donna Sent:Tuesday,July 12, 2005 10:51 AM To: Walker, Chris Subject: FW: Final for CO Chris, let me know if OK- Donna From: Schlueter, Jennifer Sent:Tuesday, July 12, 2005 10:16 AM To: Kaluzniak, Donna; Carper, Rick; Deming, James; Nodine, Phil; Walker, Chris Subject: Final for CO Hello, Bill Oliver of Beaches Habitat has called in for the final for CO for tomorrow at 1847 Forsyth Ct, Permit#05- 29512 and his phone number is 334-1202. Tx, Jenny 7/13/2005 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date: /—/0 - OS/ Address / ooY T ro/t 5yr4 Cr - ; ywxj/foy cc Heated Square Footage / /S2- @ $ per sq ft = $ Garage Sh 3 J @$ per sq ft= $ CarportPor- 3 C @$ per sq ft= $ Deck O @ $ per sq ft = $ Patioy @ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: 9 f- 2 + 1/2 Filing Fee $ FLOOD ZONE: —/, — ( ) Fireplaces @$35.00 $ —0 - IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ WATER IMPACT FEE $ y 3o SEWER IMPACT FEE $ 12 ,rp WATER METER/TAP $ -- _ CAPITAL IMPROVEMENT$ 3 2,r SEWER TAP $ C (S,rsj RADON HRS .0050 $ SECTION H PAVING ( ) $ -0 - CROSS CONNECTION $ 3 S- ST(/t j'Z) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 n WATER IMPACT FEE WORKSHEET ADDRESS: d' y7� FaAsyT/f C n %ov,v,f -ovJE DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers,residential 2 2 Bathroom group consisting of water closet, lavatory, _ Bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 2 Drinkingfountai rpaker YZ l Floor drains 2 Hose bib 1 �— Z Kitchen sink, domestic L 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= .2 /_J MULTIPLIED X 20 TOTAL$ y p Ill. Energy Code Information: 1. Is the current energycode form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS correct climate zoe and correct jurisdiction? y (FBCt13-600) Yes✓No NIA 2. Doc&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 r-.. (FBC 13-602.1.ABC.1.1) PLANS EXAMINER: O•J 1 ..4 0 DATE: /0-0y 4• la the"R"value for added insulation on exterior walls shown? Yes We No NIA 5. Is the"R"value for ceilings shown? (FBC 13-604.].ABC.1) Yes t/No N/A 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes No N/A t/ OWNER: Be-rf s. f-fAA r TA-�" )OB ADDRESS:IPYS' FOsRsfn- 7. Are Energy Credits Claimed? Yes No N/A&- A- A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes No N/A✓ CONTRACTOR: 11C-05. (^flft6 fTiir PHONE NUMBER: A c/'/12.2 Z B. White Roof Credit (FBC 13-607.I.A.5) Yes No N/A✓ C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes No NIA (CIRCLE) 1. Survey: 1. Is a specific purpose survey submitted? Yes t/No N/A IV Foundation Plan: 2. Is correct Flood Zone shown? Yes No NIA 1. Are all footings shown,including interior bearing walls, Column pads and concentrated loads? Yes ✓No NIA 3. Are existing grade elevatiorut 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 No 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 No N/A✓ 4. Is minimum concrete PSI shown? Yes✓ No NIA 5. Is property in a flood way? Yes No N/A✓ 5. Is slab reinforcement shown? Yes ✓No N/A 6. Is flood way line shown? Yes No N/A t/ A. Wire mesh size and gauge? Yes No N/A B. Fibermesh reinforcement? Yes✓No N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes✓No N/A if. 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✓ No N/A S. Is type of soil treatment for termites shown?(FBC 19 16) Yes ✓No N/A A. Are structural calculations submitted? Yes s/No N/A 9, Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes s/ No NIA 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 A) Yes✓ No N/A 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 s/' 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Ys V No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? Yes ^o N/A 1. Is finished grade shown? Yes✓ No NIA 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Ys✓ No N/A stories and allowable area? Yes /No N/A A. Minimum 8"above adjacent grade? Yes✓No N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes s/No N/A for structural elements? Yes✓No N/A C. Base flood elevation? Yes No NIA V 9. Are plans designed per SSTD 10-99? Yes No N/A✓ 3. Is minimum footing depth beneath finished grade shown? Yes %,/No N/A A. Are all appropriate charts and tables shown? Yes No NIA r (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A ✓ 4. Are all footing sizes shown? Yes s/No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes t/No N/A Construction in High Wind Areal"I Yes No NIA 6. Is vertical reinforcement shown? Ys VNo N/A 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 A. Is exterior wall finish shown? Yes No N/Av' Il. Are plans dcsigned per"WPPC Guide to Wood Construction in B. Is interior forting shown? Yes No N/A✓ High Wind Areas? Yes No WA C. Is exterior wall insulation shown? Yes No N/A.0 A. Are all appropriate charts and tables shown? Yes No N/A D. Is exterior wall finish shown? Yes No N/A B. Are all appropriate requirements circled or highlighted? Yes No NIA✓ 8, Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing, rade and lumber a ✓ Manual for One-and Two-Family Dwellings,High Wind Edition'? Yes No N/A v B )shies shown? Ys No NIA B. Is exterior sheathing A. Are all appropriate charts and tables shown? Yes No N/A type and thickness) v B. Are all appropriate requirements circled or highlighted? Yes No N/A- C. Me nailing requirements(size and spacingg)) No N/A shown? Ys No NIA Yes (FBC Table 23116.1) D. Is exterior wall fmish shown? Yes ✓No N/A 15. Does bedroom open directly into garage? Yes No N/A E. is interior wall finish shown? Yes No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes-'No N/A grade shown? (FBC 2304.2.5) Yes�/No N/A G. Are shear wall segments shown? Yes�/No NIA 17. Is Designers name and address shown on plans? Yes s/No N/A A. Type of hold-downs shown? Yes V/No N/A Is. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes .,ONo N/A and FBC 1012.1.5? Yes s/No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes s/No N/A 19. Arc habitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? Yes No N/A requirements of FBC 1203.1? Yes V,-'No N/A U. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes VIN. N/A wind load requirements for components and cladding per FBC 1606? Yes V No N/A B. Are conventional frame rafters used? Yes No N/A✓ 21. Does floor plan show fireplace? Yes No N/A 1. Rafter size shown? Yes No N/A ✓ 22. Are stair details shown? Yes V"No N/A 2. Species of lumber shown? Yes No N/A ✓ A. Is minimum stair width shown? (FBC Table 1004) Yes V/No N/A, 3. Grade of lumber shown? Yes No N/A s/ B. Are tread and riser sizes shown? (FBC 1007.3) Yes No N/A C. Type of roof sheeting shown? Yes s/No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes No 1/N/A; I. Thickness of roof sheeting shown? Yes✓No N/A D. Are required landing shown? (FBC 1007.4)? Yes,/No N/A 2. Grade of roof sheeting shown? Yes s/No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes No N/A 3. Nailing pattern of roof sheeting shown? Yes V No NIA 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes✓No N/A D. Weight of Dry-In felt shown? Yes✓ No NIA 24. If required,are tenant separations shown? Yes%,.-No N/A E. Type of roof cover shown? Yes✓No NIA A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes✓No N/A 25. Are all columns and beams shown for porches and lanais? Yes✓No N/A 2. Attachment of file roof shown? Yes No N/A V- A. Are column type,size and anchorage shown? YesV No N/A (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? YesV No N/A 3. Other roof covering and attachments shown? Yes No NIA w" 26. Are all lintel and beam details shown? Yes No N/A✓ F. Length of roof overhang shown? Yes p/No N/A 27. Are engineering details provided for butt glass? Yes. No N/A,%� G. Type of soffit and fascia shown? Yes a/ No N/A H. Attic ventilation shown? Yes✓ No NIA I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes/ No N/A 1. Are engineered truss plans provided showing loads,uplifts and J. Type and eauee of cave metal shown? Yes V/No N/A required connections? Yes✓No N/A 2. Are all headers,beams,girders and inferior bearing walls shown? Yes s/No NIA 3. Framed root VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, I. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A✓ application? Yes✓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 No NIA A-- 3. 3. Arc all door and window sizes shown? Yes✓No NIA C. Are collar ties shown,including sue,spacing,species, 4. Are all emergency egress openings shown? Yes No NIA 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 N/A✓ of lumber? Yes No N/A✓ 6. Are all vertical reinforcements shown? Yes No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes s/No N/A pattern? Yesr/No N/A 8. Are all hold-downs and hurricane anchorages shown? Yes Ve No NIA 9. Is required attic access shown? Yes VNo N/A 10. Are all plumbing futures shown? Yes V No N/A VIII. Floor Framing. It. Are all electrical fixtures shown? Yes V No NIA 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes s/No NIA uplifts and connections? YCsa No N/A w/ A. Is air handler and condensor location shown? Yes /No NIA 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes a/No NIA grade of lumber and connections? Yes No N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes VNo NIA 3. Is floor 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 II-11) Yes-V# No N/A 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 s/No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes t/ No N/A r (FBC 13-602.1.ABC.1.1) PLANS EXAMINER: 0 1 0 DATE �Q -0 4. Is the"R"value for added insulation on exterior walls shown? Yes V No N/A S. Is the"A"value for ceilings shown? (FBC 13-604.LABC.1) Yes {/No N/A 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes No N/A V'OWNER: 13G Ff s. r-f A0 5 f TA-r JOB ADDRESS: Ip 00C r71i 7. Are Energy Credits Claimed? Yes No N/A✓ A. Attic Radiant Barrier Credit (FBC 13-607.1.AA) Yes No N/A✓ CONTRACTOR: 12)G Ff S. �'f/f kS iT/Fr PHONE NUMBER: �2 Cff"12.2 Z B. White Roof Credit (FBC 13-607.I.A.5) Yes No N/A v�', C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes No N/A (CIRCLE) I. Survey: all 1. Is a specific purpose survey submitted? Yes V/No N/A IV FoundationPlan: 2. is correct Flood Zone shown? Yes v1"No N/A 1• Are rt:all footings shown,including interior bearing walls, 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 s/ No N/A in an"A"or"V"zone? Yes No 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 No N/A✓ 4. Is minimum concrete PSI shown? Yes✓ No N/A 5. Is property in a flood way? Yes No N/A✓ 5. Is slab reinforcement shown? Yes✓No N/A 6. Is flood way line shown? Yes No N/A a/ A Wire mesh size and gauge? Yes No N/A B. Fibermesh reinforcement? Yes✓No NIA 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes✓No N/A if. 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✓ No N/A 8. Is type of soil treatment for termites shown?(FBC 1816) Yes s/No N/A A. Are structural calculations submitted? Yes V No N/A 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes w/ No NIA 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✓ No N/A 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 NIA w-- 5. /5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes s/No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? Yes w No N/A 1. Is finished grade shown? Yes✓ 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 s/No N/A A. Minimum 8"above adjacent grade? Yes✓ No NIA 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes No N/A for structural elements? Yes✓No N/A C. Base flood elevation? Yes No N/A 9. Are plans designed per SSTD 10-997 Yes No N/A✓ 3. Is minimum footing depth beneath finished grade shown? Yes vo,No N/A A. Are all appropriate charts and tables shown? Yes No N/A r (FBC 1804.L3) B. Are all appropriate requirements circled or highlighted? Yes No N/A ✓ 4. Are all footing sizes shown? Yes s/No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes No N/A Construction in High Wind Areas"? Yes No N/A 6. Is vertical reinforcement shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes No N/A 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No N/A ✓ A. Is exterior wall finish shown? Yes No N/A✓ 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No NIA✓ High Wind Areas? Yes No NIA C. Is exterior wall insulation shown? Yes No N/A✓ A. Are all appropriate charts and tables shown? Yes No N/A D. Is exterior wall finish shown? Yes No N/A ✓ B. Are all appropriate requirements circled or highlighted? Yes No NIA ✓ 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 N/A v B. Is exterior sheathing(type and thickness)shown? Yes v No N/A A. Are all appropriate charts and tables shown? Yes No N/A C. Are nailing requirements(size and spacing)shown? Yes No 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 s/No N/A 15. Does bedroom open directly into garage? Yes No NIA E. Is interior wall finish shown? Yes No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application7 Yes&/No N/A grade shown? (FBC 2304.2.5) Yes�/No N/A G. Are shear wall segments shown? Yes�/No N/A 17. Is Designer's name and address shown on plans? Yes No N/A A. Type of hold-downs shown? Yes V No NIA 1s. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes y/No N/A and FBC 1012.1.57 Yes s/No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes /No N/A 19. Are habitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? Yes No N/A requirements of FBC 1203.17 Yes V/No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes 16/No NIA wind load requirements for components and cladding per FBC 16067 Yes V No N/A B. Are conventional Game rafters used? Yes No N/A s/ 21. Does floor plan show fireplace? Yes No N/A 1. Rafter size shown? Yes No N/A N 22. Are stair details shown? Yes VNo N/A 2. Species of lumber shown? Yes No N/A ✓ A. Is minimum stair width shown? (FBC Table 1004) Yes W1 No N/A, 3. Grade of lumber shown? Yes No NIA B. Are tread and riser sizes shown? (FBC 1007.3) Yes p/No N/A "�� C. Type of roof sheeting shown? Yes%/No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes No Wo'N/A I. Thickness of roof sheeting shown? Yes✓No N/A D. Are required landing shown? (FBC 1007.4)7 Yes V/No N/A 2. Grade of roof sheeting shown? Yes&/No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes✓No N/A 3. Nailing pattern of roof sheeting shown? Yes s/ No N/A 23. If flow plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes✓No N/A D. Weight of Dry-In felt shown? Yes✓ No NIA 24. If required,are tenant separations shown? Yes j,�eNo N/A E. Type of roof cover shown? Yes&/No N/A A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes V"No N/A 25. Are all columns and beams shown for porches and lanais? Yes✓No N/A 2. Attachment of rile roof shown? Yes No N/A A. Are column type,size and anchorage shown? Yess/ No N/A (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes/ No N/A 3. Other roof covering and attachments shown? Yes No N/A u/ 26. Are all lintel and beam details shown? Yes No N/A✓ F. Length of roof overhang shown? Yes Vol'No N/A 27. Are engineering details provided for butt glass? Yes. No N/A's---- G. Type of soffit and fascia shown? Yes✓ No NIA H. Attic ventilation shown? Yes V No N/A 1. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes i/ No NIA 1. Are engineered truss plans provided showing loads,uplifts and I. Type and gauge of cave metal shown? Yes✓No N/A required connections? Yes✓No N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes /No NIA 3. Framed roof V t. Floor Plan. A. Is rafter plan shown,including size,spacing species, I. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A a--- application? /application? Yes✓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 No N/A p,- 3. 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 No N/A grade of lumber and connections? Yes No N/A t/ 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 No N/A✓ 6. Are all vertical reinforcements shown? Yes y No NIA 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes We No N/A pattern? Yess/No N/A 8. Are all hold-downs and hurricane anchorages shown? Yes V No N/A 9. Is required attic access shown? Yes VNo N/A 10. Are till plumbing fixtures shown? Yes V No N/A VIII. Floor Framing. It. Are all electrical fixtures shown? Yes No NIA I. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes s/No N/A uplifts and connections? Yes& No NIA►/ A. Is air handler and condensor location shown? Yes V,No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes✓No NIA grade of lumber and connections? Yes No N/A f_ 13. Are all smoke detectors shown? (FBC 905.2) Yes yyNo NIA 3. Is flow sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the fust habitable floor level nailing pattern? Yes No N/A✓ Have a 29"net clear door opening and handicap accessible route? (FBC I I-11) Yes�No N/A s t CITY OF ATLANTIC BEACH S 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -`' INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029512 Date 5/05/05 Property Address . . . . . . 1847 FORSYTH CT Tenant nbr, name . . . . . . TOWNHOUSE 555RAD/1152SCHG Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 70000 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 (904) 241-1222 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc NEW HVAC Sub Contractor OCEAN STATE HEAT & AIR Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 , 00 Grand Total 71 . 00 71 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ,( � I t BUILDING OFFICIAL CITY OF ATLANTIC BEACH ,.ti , MECHANICAL PERMIT APPLICATION Date: OS -o,4-05 Property Address: 1 gY-7 Ver 3 A 04 Owner: J QX 1605- 9.d 1�' Telephone#: (9q Contractor: CP_C�,�'� ��"Ct.'� � �-'�" 1' Telephone Contractor Address: _1 q P1 LA CtAff C- 131 Vd Fax#: Contractor Signature: Z&& In consideration of permit en for doin e work as descri a statement,we hereby agree to perform said work in accordance with the attached plans specifications whic hereof and in accordance with the'City of Atlantic Beach ordinances and standards of good practice listed there . Type of Heating Fuel: If other.construction is being done on this building or site, ist the building permit number: X Electric ❑ Gas: LP Natural _Central Utility ©�cl zc` e ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK tY- Heat _Space _Recessed XCentral _Floor Residential Air Conditioning: _Room X-Central �/ Z) Duct System: Material D _Thickness 1/Z ❑ Commercial Maximum capacity g� cfm X Refrigeration ,k New Building ❑ Cooling Tower: Capacity fpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ 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 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 UnitsD7�; on Model# Manufacturer BTU's Agency PFj04.V6A2ti �° �� AO TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-be 'chi. s Revise moor �....�" CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD jd ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029512 Date 1/26/05 Property Address . . . . . . 1847 FORSYTH CT Tenant nbr, name . . . . . . TOWNHOUSE 555RAD/1152SCHG Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 70000 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 (904) 241-1222 ------------------------------------------------- --------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc 150AMP, 1PH, 4W, 240V Sub Contractor BROOKS & LIMBAUGH ELECTRIC CO Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILD OFFICIAL j LAW A CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Y` i t Date: Property Address: l �s ti`i - rsu j l� C` �-t ��lc�n+i C� FI Owner,� rheTelephone #:a[.-{ Contractor'lBoocKs C1rtd LI ML L ph F-je-C• (. O Telephone#:,�L] f- q U5 Contractor Address: L42— V h�}-y f_eL, -6 Fax #: OLP-010'5 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 ractice listed therein. Building: Building Type: Q Trailer Service: if other construction is New O Residence Q Temp. ❑ New being done on this building Or site,list the building Q Old Q Commercial Q Signs Q Increase Permitnwnber: Q Re-wire Q Addition Sq. Ft. ❑ Repair Z--- Conductor Size: AMPS. COPPER ALS Switch or ((�� RACE �+ Breaker AMPS PH W VOLTV0 WAY J Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 10 AM— Switches Incandescent Fluorescent & M.V. PFixed 0.loo AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P. RATING CEILING KW-HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDEP,6NV I OVER600V Transformers NO. KVA N0. KVA No.Neon_Transf. Ea._Sign Miscellaneous 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • hnp://www.ci.atiantic-beach.fl.us TU CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD w y ATLANTIC BEACH, FLORIDA 32233 w INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029512 Date 1/18/05 Property Address . . . . . . 1847 FORSYTH CT Tenant nbr, name . . . . . . TOWNHOUSE 555RAD/1152SCHG Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 70000 Owner Contractor --------- ---- --- -------- ------------ ------ ------ BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 (904) 241-1222 ----- ---------- -- ------------------------------ -- -------------- ------------- Permit . . . . . . PLUMBING PERMIT Additional desc 10 FIXTURES Sub Contractor ADVANTAGE PLUMBING 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 CO Oak BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Y s� -FIi331�' Date: / Property Address: /897 JSe5CI Owner: j'El / 1� / j Telephone #: yj")2,-2.2 Contractor: Telephone#:eZ I/ Contractor Address: Fax#: ,2 T,17�2f 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, � New list the building permit number: 0 Re-Pipe D 5 ZA 51 Z I Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains _�_ Washing Machine Lavatory Water _ Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: 10 X $7.00 + $35.00 800 Seminole Road. Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904) 247-5845. http:/Iwww.ci.atiantic-beach.fl.us ON)`i� CITY OF ATLANTIC BEACH r _ ;' ;i 'r BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND.,, DUPLEX CONSTRUCTION) Date: /Z)14)01/ Job Address: 009QsYny -r Owner of Property: J' G61,f, Ob-J'' Address: AV E ft"C..Y das . An Ire_rL .?Z't.0 Telephone: Legal Description: Block Number: Lot Number: 8 Zoning District: )1WO-C W .� Contractor: pPo%"e-, lim I*:114- State License Number: Contractor's Address: /`7/ F14aA4-i 1 ty ArL.-w»t &—A`tt JCA- J2-141 Telephone:9 Fax: fO•y/_.'L y/ S/3✓a Describe proposed use and work to be done: Gow s 1-r t,44 rev;.?c..%t`; / 0��4x Present use of land or building(s): &�at.�. �- Valuation of proposed construction: fr 70 Am at Is approval of Homeowner's Association or other private entity required?—9 If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? VO. Applicant certifies that no change in site grade or fill material will be used on this project. ES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. e. t +f�►Q �Q-?Lix P4-" ❑ NO. Applicant certifies that no trees will be removed for this project. AYES. 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. 5#4 ArraarF. TAJFC QeAAI,�,- 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 Telephone: (904)247-5800 -Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all informationprovidedwith this application is correct. Signature of owner: Date: Z. 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 true and correct and that the plans and supporting data have been or shall be provided as required Signature of Contractor: /010.,Zd, Date: IZIAII—g Address and contact information of person to receive all correspondence regarding this application (please print). Name: P0..,. 1 1pi'. 41 Mailing Address: r�"? t Fr'a.+►c"�' Are �})•�•, �.an.e.Q 44 JZ-L3.3 Telephone: ?0 y-3.?*/. 2.7-71P Fax: 9dS/-2yt yJja E-Mail: AS TO OWNER: Sworn to and subscribed before me this /y day of lbeeemAe2. ,20 6�1' . State of Florida,County of Duval YVONNE M.CALVERLEY ' ry's Signature: : +r MY COMMISSION M DD 34219. • : EXPIRES:July 29,2008 ..r,c. BwdedThyUNowyPubk ersonally kn Produced ide t' cation Type of iden cation produced jL 41 F6"y6 /9 7 _Z1613 -O AS TO CONTRACTOR: Sworn to and subscribed before me this �`/ day of e-Ce11^6 e-fz 20 b State of Florida,County of Duval ,stir YVONNE M.CALVERLEY y's Signature: Z/'Mw d&'4' * MY COMMISSION 6 DD 942192, EXPIRES:July29,2008 LJ ersonallykno/ n Produced ide i cation X63-D Type of ident tcation produced 97"5`f- / 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: Type of Development: �'GJ 9 0� -4,f ®(+gyp Flood Zone: x. Required Lowest Floor Elevation: o 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 ordinances affecting the proposed development. Applicant's Signature: ��^ / . Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised]/]7/03 CITY OF ATLANTIC .BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 ` v �a Application Number . . . . . 03-00026580 Date 7/28/03 Property Address . . . . . . FRANCIS AVE Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT P.O. BOX 50939 JAX BEACH FL 32240 (9 04) 241-1222 ----------------------------------------- -------- --------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 7/28/03 Valuation . . . . 0 Expiration Date . . 1/25/04 ---- ------- -- ---------------- ------------------- - ------------------------ --- Special Notes and Comments REMOVE 148 " OF PINE TO BE MITIGATED WITH 74 " TO BE PLANTED ON SITE OR PAID INTO THE TREE FUND. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- - --- ------ ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total. . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND'DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j G ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00100021 Date 8/11/03 Property Address . . . . . . FRANCIS AVE Tenant nbr, name . . . . . . FINAL ENGINEERING PLAN RE Application description . . . SUB PRELIM PLAT REVIEW Property Zoning . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------ ------------------ ------------------------ CONNELLY & WICKER, INC. JAX BEACH FL 32250 ------------ ---------- -------------- ------------------- ------ --------------- Permit . . . . . . SUB . PRELIM. PLAT REVIEW Additional desc . . Permit Fee . . . . 250 . 00 Plan Check Fee . 00 Issue Date . . . . 6/26/03 Valuation . . . 0 Expiration Date . . 6/26/03 ---------- -- ---- ------ ------------------------------------------------------ Special Notes and Comments APPROVED AS NOTED: PROVIDE INCORPORATION DOCUMENTS FOR "FRANCIS COVE III HOA" INCLUDING OFFICERS NAMES AND ADDRESSES . PER BOB KOSOY Fee summary Charged Paid Credited Due ------ ----------- ---------- ---------- ---------- ---------- Permit Fee Total 250 . 00 250 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 250 . 00 250 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL