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Permit 1920 Francis Ave Florida Building Code Online Page I of 4 E Product Approval S l Vj6L: J- USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL3663-R1 Application Type Revision Code Version 2004 FILE COPY Application Status Approved Comments Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 (419) 248-7060 darrel.higgs@owenscorning.com Authorized Signature Darrel Higgs darrel.higgs@owenscorning.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency Underwriters Laboratories Inc. Referenced Standard and Year (of Standard Year Standard) ASTM D 3462 2001 ASTM D3161 (modified to 110 mph) 1999 UL 790 (Class A) 1997 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtQxyhaxCgJITS... 8/2/2006 'Florida Building Code Online Page 1 of 3 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Detail >t: FL # FL5414-R1 Application Type Revision Code Version 2004 Application Status Approved FIL E Comments Copy Archived Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 (800) 746-6687 ext 4807 Chuck_Anderson@simonton.com Authorized Signature Chuck Anderson Chuck_Anderson@simonton.com Technical Representative Chuck Anderson Address/Phone/Email 1 Cochran Ave. Pennsboro, WV 26415 (800) 746-6687 chuck_anderson@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet.org Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Referenced Standard and Year (of Standard Year Standard) bttp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgtHJPwMo6eHr... 7/26/2006 Florida Building Code Online Page 1 of 5 Product Approval xz;��Y USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL4904 Application Type New Code Version 2004 Application Status Approved FILE COPY Comments Archived Product Manufacturer Masonite International Address/Phone/Email One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Referenced Standard and Year (of Standard Year Standard) ASTM E1300 2002 ASTM E1300 1998 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbbISei... 8/2/2006 FORM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1922 Francis Ave Builder: Beaches Habitat Address: 1922 Francis Ave Permitting Office: Atlantic Beach City, State: Atlantic Beach, FL 32233- Permit Number: Owner: Beaches Habitat Jurisdiction Number: Climate Zone: North ------------- l. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:21.9 kBtu/hr _ 3. Number of units,if multi-family 1 _ iSEER: 13.00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? No _ 6. Conditioned floor area(ft2) 1216 ft2 _ c. N/A _ 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default) 124.0 ft2 - a. Electric Heat Pump Cap:24.0 kBtu/hr _ b. SHGC: HSPF:7.80 _ (or Clear or Tint DEFAULT) 7b. (Clear) 124.0 ft2 - b.N/A _ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0,82.0(p)ft _ c. N/A _ b. Raised Wood,Post or Pier R=19.0,20.Oft2 _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,964.0 ft2 _ EF:0.92 _ b. Frame,Wood,Adjacent R=11.0, 136.0 ft2 _ b. N/A _ c. N/A _ d. N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,602.0 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) Total as-built points: 16635 Glass/Floor Area: 0.10 Total base points: 20223 PASS I hereby certify that the plans a pecifications covered by Review of the plans and this calculation ar Ener specifications covered by this p1jTH&ST9 �O Code, calculation indicates compliance PREPARED i with the Florida Energy Code. DATE: - Before construction is completed this building will be inspected for I hereby c rtify that this building, ned, is in compliance compliance with Section 553.908 �j4rS with the Flo• a Energy Code. Florida Statutes. WE WE f4� OWNER/AG BUILDING OFFICIAL: DATE: DATE: 1 Predominant glass type. For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.0) FORM 60OA-2004 EnergyGauge® 4.0 - SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1922 Francis Ave,Atlantic Beach, FL,32233- PERMIT #: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points 18 1216.0 20.04 4386.4 Double,Clear S 1.0 14.3 13.0 35.87 0.99 463.3 Double,Clear W 1.0 14.3 13.0 38.52 1.00 499.2 Double,Clear W 1.0 16.7 40.0 38.52 1.00 1536.7 Double,Clear N 1.0 13.0 9.0 19.20 1.00 172.0 Double,Clear N 1.0 5.3 17.0 19.20 0.97 315.3 Double,Clear W 1.0 4.0 6.0 38.52 0.91 211.1 Double,Clear S 1.0 5.3 13.0 35.87 0.92 429.2 Double,Clear S 1.0 5.3 13.0 35.87 0.92 429.2 As-Built Total: 124.0 4056.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 136.0 0.70 95.2 Frame,Wood, Exterior 11.0 964.0 1.70 1638.8 Exterior 964.0 1.70 1638.8 Frame,Wood,Adjacent 11.0 136.0 0.70 95.2 Base Total: 1100.0 1734.0 As-Built Total: 1100.0 1734.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Base Total: 20.0 122.0 As-Built Total: 20.0 82.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM= Points Under Attic 602.0 1.73 1041.5 Under Attic 30.0 602.0 1.73 X 1.00 1041.5 Base Total: 602.0 1041.5 As-Built Total: 602.0 1041.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 82.0(p) -37.0 -3034.0 Slab-On-Grade Edge Insulation 0.0 82.0(p) -41.20 -3378.4 Raised 20.0 -3.99 -79.8 Raised Wood,Post or Pier 19.0 20.0 0.77 15.3 Base Total: -3113.8 As-Built Total: 102.0 -3363.1 INFILTRATION Area X BSPM = Points Area X SPM = Points 1216.0 10.21 12415.4 1216.0 10.21 12415.4 tnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1922 Francis Ave,Atlantic Beach, FL,32233- PERMIT#: BASE AS-BUILT Summer Base Points: 16585.4 Summer As-Built Points: 15965.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 21900 btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 15966 1.00 (1.09 x 1.147 x 0.86) 0.263 1.000 4530.4 16585.4 0.4266 7075.3 15965.8 1.00 1.081 0.263 1.000 4530.4 tnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1922 Francis Ave, Atlantic Beach, FL, 32233- 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 1216.0 12.74 2788.5 Double,Clear S 1.0 14.3 13.0 13.30 1.00 172.2 Double,Clear W 1.0 14.3 13.0 20.73 1.00 269.8 Double,Clear W 1.0 16.7 40.0 20.73 1.00 829.9 Double,Clear N 1.0 13.0 9.0 24.58 1.00 221.2 Double,Clear N 1.0 5.3 17.0 24.58 1.00 418.2 Double,Clear W 1.0 4.0 6.0 20.73 1.02 127.3 Double,Clear S 1.0 5.3 13.0 13.30 1.04 180.5 Double,Clear S 1.0 5.3 13.0 13.30 1.04 180.5 As-Built Total: 124.0 2399.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 136.0 3.60 489.6 Frame,Wood, Exterior 11.0 964.0 3.70 3566.8 Exterior 964.0 3.70 3566.8 Frame,Wood,Adjacent 11.0 136.0 3.60 489.6 Base Total: 1100.0 4056.4 As-Built Total: 1100.0 4056.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Base Total: 20.0 246.0 As-Built Total: 20.0 168.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM= Points Under Attic 602.0 2.05 1234.1 Under Attic 30.0 602.0 2.05 X 1.00 1234.1 Base Total: 602.0 1234.1 As-Built Total: 602.0 1234.1 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 82.0(p) 8.9 729.8 Slab-On-Grade Edge Insulation 0.0 82.0(p) 18.80 1541.6 Raised 20.0 0.96 19.2 Raised Wood,Post or Pier 19.0 20.0 0.88 17.5 Base Total: 749.0 As-Built Total: 102.0 1559.1 INFILTRATION Area X BWPM = Points Area X WPM = Points 1216.0 -0.59 -717.4 1216.0 -0.59 -717.4 "EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1922 Francis Ave,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT Winter Base Points: 8356.6 Winter As-Built Points: 8699.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 24000 btuh,EFF(7.8)Ducts:Unc(S),Unc(R),Int(AH),R6.0 8699.6 1.000 (1.069 x 1.169 x 0.88) 0.437 1.000 4199.1 8356.6 0.6274 5242.9 8699.6 1.00 1.104 0.437 1.000 4199.1 EnergyGaugeTm DCA Form 600A-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 4 FORM 60OA-2004 EnergyGauge® 4.0 - WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1922 Francis Ave, Atlantic Beach, FL, 32233- 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 2635.00 7905.0 50.0 0.92 3 1.00 2635.00 1.00 7905.0 As-Built Total: 7905.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7075 5243 7905 20223 1 4530 4199 7905 16635 PASS �0I�RE STg1�o� M 1,1 GOD W E . EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1922 Francis Ave,Atlantic Beach, FL, 32233- 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 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier; gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space tested. Multi-story Houses 606 1 ABC_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 612.1.ABC.3.2.Switch or clearly marked cir _ __ breaker(electric-or cutoff__(gas)_must be_provided.External or built-in heat_t__ra_p 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 allons er 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-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.4 The higher the score,the more efficient the home. Beaches Habitat, 1922 Francis Ave, Atlantic Beach, FL, 32233- 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:21.9 kBtu/hr 3. Number of units,if multi-family l _ SEER: 13,00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? No _ 6. Conditioned floor area(W) 1216 ft' c. N/A _ 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default) 124.0 ft' - a. Electric Heat Pump Cap:24.0 kBtu/hr _ b. SHGC: HSPF:7.80 _ (or Clear or Tint DEFAULT) 7b. (Clear)124.0 ft' , b.N/A _ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0,82.0(p)ft _ c. N/A _ b. Raised Wood,Post or Pier R=19.0,20.Oft2 c. N/A - 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,964.0 ftZ _ EF:0.92 _ b. Frame,Wood,Adjacent R=11.0,136.0 ft' _ b. N/A _ c. N/A _ d. N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0,602.0 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) yo0 CIiE ST9TF p in this home before final inspection.Otherwise,a new EPL Display Card will be completed ':n based on installed Code compliant features. Builder Signature: Date: a Address of New Home: City/FL Zip: WE *NOTE.- The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarT'"designation), your home may qualify for energy efficiency 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 www.fsec.ucfedu for information and a list of certified Raters.For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type.For actual glass type and areas see Summer&Winter Glass output on ages 2&4. $nergyGauge®(Version:F�,RCSPB v4.0) 1922 Francis A ve HVAC Load Calculations for Beaches Habitat P. O. Box 50939 Jacksonville Beach, FL 32240 RL R RgSIDIENnAL WAC LOADS Prepared By: Glenn Jones Ocean State Heating and Air Conditioning 1476 Atlantic Blvd. Neptune Beach,FL 32266 (904)249-8251 Wednesday,July 05,2006 Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C 1922 Francis Ave t Neptune Beach,FL 32266-1798 Page 2' Project Report - General Project Information Project Filename: C:\Elite\Rhvacw\Projects\Beaches Habitat\1920francis.rhv Project Title: 1922 Francis Ave Designed By: Ocean State Heating &Air Conditioning Project Date: Wednesday, July 05, 2006 Client Name: Beaches Habitat Client Address: P. 0. Box 50939 Client City: Jacksonville Beach, FL 32240 Client Phone: 241-1222 Company Name: Ocean State Heating and Air Conditioning Company Representative: Glenn Jones Company Address: 1476 Atlantic Blvd. Company City: Neptune Beach, FL 32266 Company Phone: (904)249-8251 Company Fax: (904)249-8949 Company Comment: 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: 728 (4.5 AC/hr) CFM Per Square ft.: 0.599 Square ft. of Room Area: 1,216 Square ft. Per Ton: 702 Building Loads Total Heating Required With Outside Air: 21,139 Btuh 21.139 MBH Total Sensible Gain: 16,004 Btuh 84 % Total Latent Gain: 3,036 Btuh 16 % Total Cooling Required With Outside Air: 19,040 Btuh 1.59 Tons (Based On Sensible+ Latent) 1.73 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. i -••• ,�• __._ �__ u.L 7+,411�0(lfronric r�," Wednesdav, Julv 05, 2006, 9:08 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C 1922 Francis Ave Neptune Beach,FL 32266-1798 - - Page 3 Load Preview Report Sens Lat Net Sens Win Sum Adj Sys Duct Scope Area Gain Gain Gain Loss CFM CFM CFM CFM Size Building: 1.59 Net Tons, 1.73 Recommended Tons, 702 ft.2/Ton, 21.14 MBH Heating Building 1,216 16,004 3,036 19,040 21,139 275 728 728 System 1: 1.59 Net Tons 1.73 Recommended Tons, 702 ft.2/Ton, 21.14 MBH Heating System 1 1,216 16,004 3,036 19,040 21,139 275 728 728 16 Zone 1 1,216 16,004 3,036 19,040 21,139 275 728 728 1-Great Rm. 370 3,010 676 3,686 6,040 79 137 137 137 2-5 2-Powder 36 169 0 169 683 9 8 8 8 1-4 3-Dining 98 3,038 588 3,626 5,274 69 138 173 138 2-5 4-Kitchen 110 2,669 132 2,801 1,472 19 121 121 121 1-7 5-Owner's 154 1,715 710 2,425 2,137 28 78 78 78 1-5 6-WIC 30 266 0 266 428 6 12 12 12 1-4 7-Bath 3 63 871 88 959 948 12 40 40 40 1-4 8-Stairs 74 126 0 126 118 2 6 6 6 1-4 9-Laundry 36 1,608 0 1,608 247 3 73 73 73 1-5 10-Bed 2 130 1,423 421 1,844 2,173 28 65 76 65 1-5 11-Bed 3 115 1,109 421 1,530 1,619 21 50 59 50 1-4 .h„ WPdnPSr1ay. July 05. 2006. 9:08 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. ' Ocean State Htg&A/C 1922 Francis Ave Neptune Beach, FL 32266-1798 Page 4 Total Building► Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 84 2,436 0 2,724 2,724 80 Glass Door Double Clear Glass Metal Frame 40 1,160 0 1,824 1,824 11C Door Metal Polystyrene Core 20 376 0 212 212 12C Wall R-11 + 1/2" Gypsum(R-0.5) 964 3,470 0 1,960 1,960 13C Part R-11 + 1/2" Gypsum(R-0.5) 136 270 0 196 196 16G Ceiling Under Vent. Attic- R-30 Insulation 602 796 0 854 854 201 Floor Over Open Crawl Carpet+ R-19 20 38 0 13 13 22A Slab on Grade No Edge Insulation 82 2,656 0 0 0 Subtotals for structure: 11,202 0 7,783 7,783 People: 4 920 1,200 2,120 Equipment: 0 3,000 3,000 Lighting: 0 0 0 Ductwork: 3,523 0 2,667 2,667 Infiltration: Winter CFM: 146, Summer CFM: 65 6,414 2,116 1,354 3,470 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 16,004 Temperature Swing Multiplier: X 1.00 Total Building Load Totals: 21,139 3,036 16,004 19,040 Check Figures - Total Building Supply CFM: 728 (4.5 AC/hr) CFM Per Square ft.: 0.599 Square ft. of Room Area: 1,216 Square ft. Per Ton: 702 Building Loads ----- - ------ --- -_---- ----- ----- ---- - ---- Total Heating Required With Outside Air: 21,139 Btuh 21.139 MBH Total Sensible Gain: 16,004 Btuh 84 % Total Latent Gain: 3,036 Btuh 16 % Total Cooling Required With Outside Air: 19,040 Btuh 1.59 Tons (Based On Sensible + Latent) 1.73 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. rt. I .. - `:`_•"^"^`. �^^ 0- WP.dnPRday.Julv 05. 2006. 9:08 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C 1922 Francis Ave Neptune Beach, FL 32266-1798 Pae 5 System I Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 84 2,436 0 2,724 2,724 80 Glass Door Double Clear Glass Metal Frame 40 1,160 0 1,824 1,824 11C Door Metal Polystyrene Core 20 376 0 212 212 12C Wall R-11 + 1/2" Gypsum(R-0.5) 964 3,470 0 1,960 1,960 13C Part R-11 + 1/2° Gypsum(R-0.5) 136 270 0 196 196 16G Ceiling Under Vent. Attic- R-30 Insulation 602 796 0 854 854 201 Floor Over Open Crawl Carpet+R-19 20 38 0 13 13 22A Slab on Grade No Edge Insulation 82 2,656 0 0 0 Subtotals for structure: 11,202 0 7,783 7,783 People: 4 920 1,200 2,120 Equipment: 0 3,000 3,000 Lighting: 0 0 0 Ductwork: 3,523 0 2,667 2,667 Infiltration: Winter CFM: 146, Summer CFM: 65 6,414 2,116 1,354 3,470 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 16,004 Temperature Swing Multiplier: X 1.00 System 1 Load Totals: 21,139 3,036 16,004 19,040 Check Figures Supply CFM: 728 (4.5 AC/hr) CN-Per-Square-ft.: 0.599 Square ft. of Room Area: 1,216 Square ft. Per Ton: 702 System Loads - - . - - - - _ Total Heating Required With Outside Air: 21,139 Btuh 21.139 MBH Total Sensible Gain: 16,004 Btuh 84 % Total Latent Gain: 3,036 Btuh 16 % Total Cooling Required With Outside Air: 19,040 Btuh 1.59 Tons (Based On Sensible+Latent) 1.73 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. i Nahi+at11 Q9r)franric rhu Wednesdav, July 05, 2006, 9:08 AM - Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C 1922 Francis Ave Neptune Beach, FL 32266-1798 -- -_ -- _ - - - —_- Page 6 System I Room Load Summary- - - Htg Htg Run Run - Clg 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 Great Rm. 370 6,040 79 2-5 502 3,010 676 137 1.00 137 137 2 Powder 36 683 9 1-4 88 169 0 8 1.00 8 8 3 Dining 98 5,274 69 2-5 634 3,038 588 138 1.25 173 138 4 Kitchen 110 1,472 19 1-7 454 2,669 132 121 1.00 121 121 5 Owner's 154 2,137 28 1-5 572 1,715 710 78 1.00 78 78 6 WIC 30 428 6 1-4 139 266 0 12 1.00 12 12 7 Bath 3 63 948 12 1-4 454 871 88 40 1.00 40 40 8 Stairs 74 118 2 1-4 66 126 0 6 1.00 6 6 9 Laundry 36 247 3 1-5 537 1,608 0 73 1.00 73 73 10 Bed 2 130 2,173 28 1-5 556 1,423 421 65 1.17 76 65 11 Bed 3 115 1,619 21 1-4 672 1,109 421 50 1.16 59 50 System 1 total 1,216 21,139 275 16,004 3,036 728 782 728 System 1 Main Trunk Size: 16 in. Velocity: 522 ft./min Loss per 100 ft.: 0.046 in.wg Cooling_System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.59 84%/ 16% 16,004 3,036 19,040 Recommended: 1.73 77%/23% 16,004 4,780 20,784 Hnhitat\1ci9nfrannic rhv Wednesday.July 05, 2006, 9:08 AM s : ou ' ' Project Information for: J202172F Builder: BEACHES HABITAT Address: 1920-1922 FRANCIS AVE ATLANTIC BEACH, FL ,2006 County: DUVAL Truss Count: 11 Design Program: MiTek 20/20 6.3 Building Code: FBC2004/TPI2002 Truss Design Load Information: Gravity: Wind: Roof(psf): 42.0 Wind Standard: ASCE 7-02 Wind Exposure: C Floor(psf): 55.0 Wind Speed (mph): 120 Note: See the individual truss drawings for special loading conditions. Engineer of Record:Charles M. Rhodebeck, PE Florida P.E. License No.26497 Address: 6550 Roosevelt Blvd. Jacksonville, Florida 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 1-2002 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 J202172F provided by Builders First Source-Jacksonville,FL and dated 07-31-2006. 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 Engineers responsibilities are limited as stated in Chapter 2 of ANSI/TPI 1-2002. No. Drw . # Truss ID Date 1 J1699788 F01 8/4/06 2 J1699789 F01 A 8/4/06 3 J1699790 F01 B 8/4/06 14 IJ1699791 I_F03 18/4/06 5 IJ1699792 I_F04 18/4/06 16 J1699793 I_F05 8/4/06 I I7 I J1699794 I_F06 18/4/06 I8 IJ1699795 1_F07 18/4/06 19 IJ1699796 I_F08 18/4/06 I 110 IJ1699797 I_F-KW 18/4/06 I I11 IJ1699798 I T100 t w Job Truss Truss Type Qty Ply 00 J1699788 J202172F _F01 FLOOR 14 1 ` Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Jul 31 13:39:16 2006 Page 1 0-1-8 H I 1-3-0 F 0-4-4- r 1-5-12 , scale=1:13.6 3x6= 3x4= X6= 1 25x8= 3 1x3 II q 3x4= 5 X6= 1x3= 14 5 0 v 13 1x3 II 3x4= 12 11 9 8 7 3x4 11 5x6= 4x6= 3x4 11 3x4= P-1-4 7-11-8 2-1-4 5-10.4 Plate Offsets(X Y)• [4:0-1-8 Ed e] [5:0-1-8 Edge] [9:0-1-8 Edge), [12:Edge 0-1-8] [13.0-1-8 0-1-8] [14:0-1-8 0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.93 Vert(LL) -0.06 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.12 7-8 >575 240 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(TL) -0.01 6 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:48 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.2 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing , Except: 10-0-0 oc bracing: 11-12. REACTIONS (Ib/size) 6=423/0-3-8, 10=-52/0-3-8 Max Uplift 6=-111(load case 3), 10=-151(load case 5) Max Grav 6=423(load case 1), 10=1509(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 12-13=0/6, 13-14=0/6, 1-14=0/6,6-15=-417/99,5-15=-417/98, 1-2=-426/926, 2-3=-683/461, 3-4=-683/461,4-5=-359/162 BOT CHORD 11-12=0/0, 10-11=-1299/573,9-10=-12781572,8-9=-4611683,7-8=-461/683, 6-7=-5/22 WEBS 2-10=-1735/139, 1-11=-1232/567,2-11=-390/988, 5-7=-213/458,2-9=0/1151, 4-7=-442/428,3-9=-371/0,4-8=-362/21 JOINT STRESS INDEX 1 =0.64,2=0.77,3=0.47,4=0.45, 5=0.48,6=0.32, 7=0.53,8=0.46,9=0.66, 10=0.73, 11 =0.70, 12=0.01, 13= 0.00, 13=0.00, 14=0.00, 14=0.00, 15=0.00 and 15=0.00 Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 NOTES Builders FirstSource-Florida,LLC 1) Unbalanced floor live loads have been considered for this design. 5550 Roosevelt Blvd.Jacksonville,FL 32244 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi August 4,2006 Continued on page 2 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7477 BEFORE USE i 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 IL II1W kWri 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 SCSI-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 2{ `t, - d 4 Job Truss Truss Type Qty Ply 00 J1699789 J202172F _F01A FLOOR 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Jul 31 13:39:17 2006 Page 1 0-1-8 H 1-3-0 �� r— 1-4-0 --, r— 1-14 --- Scale=1:13.6 3x6= 3x4= 3x4= 3 6= 1x3 11 1 24x6= g 1x3 11 q 5 6 1x3= 15 6 0 e 14 13 12 3x4 11 4x6= 3x4 11 3x6= 1x3 11 3x4= 3x4= 1-11-8 0-1-12 5-10-4 Plate Offsets(X Y)• [4:0 1 8 Edge] [6.0-1-8 Edge] [8.0-1-8 Edge] 113:Edge 0-1-8] [14.0-1-8 0-1-8] [15:0-1-8 0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.69 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.07 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) -0.00 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:50 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.2 7-11-8 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing , Except: 10-0-0 oc bracing: 12-13. REACTIONS (Ib/size) 7=127/6-0-0, 10=422/6-0-0,9=234/6-0-0,8=546/6-0-0, 11=1183/6-0-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 13-14=0/8, 14-15=0/8, 1-15=0/8,7-16=-121/3,6-16=-121/3, 1-2=0/401,2-3=0/293, 3-4=0/293,4-5=0/70,5-6=0/70 BOT CHORD 12-13=0/0, 11-12=-537/0, 10-11=-521/0,9-10=-70/0,8-9=-70/0,7-8=-0/6 WEBS 1-12=-534/0,2-12=0/358,2-10=-1/293, 3-10=-417/0,4-10=-290!0,4-9=-219/4, 6-8=-99/0,5-8=-46810,2-11=-1134/0 JOINT STRESS INDEX 1 =0.28,2=0.39,3=0.52,4=0.17,5=0.59,6=0.12,7=0.09,8=0.36,9=0.28, 10=0.31, 11 =0.48, 12=0.38, 13= 0.01, 14=0.00, 14=0.00, 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. Truss Design Erlgneer:Lawrence A.Paine,PE 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Florida PE No.21475 �) Non Standard bearing condition. Review required. Builders Firstsource-Florida,LLC 4)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they 5550 Roosevelt Blvd.Jacksonville,FL 32244 are correct for the intended use of this truss. August 4,2006 Continued on page 2 AL Warning•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Bill 473 BEFORE USE Be 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. Appjicability W design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of builen lding 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, FirstS .r ce 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W1 53719 Job Truss Truss Type Qty Ply 00 J1699790 J202172F F01B FLOOR 4 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Jul 31 13:39:17 2006 Page 1 0-1-8 H 1-3-0 0-4-4 I r 1-5-12 - Scale=1:13.6 44= 5x14= 3x4= 3 1 2 3 1x3 II 4 3x4= 5 1x3= 5 14 0 e 13 1x3 II 3x4= 12 11 9 8 7 3x4 11 5x6= 46= 3x4= 3x4= 2-1-0 7-11-8 2-1-4 5-10-4 Plate Offsets(X,Y): [1:Edge,0-1-8], [4:0-1-8,Edge], [5:0-1-8,Edge],[9:0-1-8,Edge],[12:Edge,0-1-8],[13:0-1-8,0-1-8], [14:0-1-8 018] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.89 Vert(LL) -0.07 7-8 >949 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.90 Vert(TL) -0.13 7-8 >533 240 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:48 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.1 D TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.1 D 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing , Except: 10-0-0 oc bracing: 11-12. REACTIONS (Ib/size) 6=-46/0-3-8, 10=1868/0-3-8 Max Uplift 6=-199(load case 2), 10=-720(load case 6) Max Grav 6=587(load case 6), 10=1868(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 12-13=0/7, 13-14=0/7, 1-14=0/7,6-15=-568/179,5-15=-567/179, 1-2=-100511237, 2-3=-1148/711, 3-4=-1148/711,4-5=-549/264 BOT CHORD 11-12=0/0, 10-11=-1726/1374, 9-10=-1700/1364, 8-9=-711/1148,7-8=-711/1148, 6-7=-9/29 WEBS 2-10=-2135/822, 1-11=-1646/1337,2-11=-975/1294,5-7=-347/706, 2-9=-283/13777--,Design Engineer:Lawrence A.Paine,PE 4-7=-814/629, 3-9=-436/38,4-8=-450/184 Florida PE No.21435 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd,Jacksonville,FL 32244 JOINT STRESS INDEX 1 =0.84,2=0.91,3=0.55,4=0.66,5=0.75,6=0.43,7=0.82,8=0.57,9=0.79, 10=0.81, 11 =0.91, 12=0.01, 13= 0.00, 13=0.00, 14=0.00, 14=0.00, 15=0,00 and 15=0.00 NOTES 1) Unbalanced floor live loads have been considered for this design. August 4,2006 @bA* 0g!p@yLLzfssumed to be SYP No.2 crushing capacity of 565.00 psi Warning-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IYIII-7477 BEFORE USEBill 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. Appycability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the9MAWts responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erectionSOL I% and bracing,consult SCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, StSourc 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W 153719 + Job Truss Truss Type Qty Ply 00 J1699791 J202172F _F03 FLOOR 14 1 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Jul 31 13:39:18 2006 Page 1 0-1-8 r 1 3-0 F i-6-0 0 H -�8 Scale=1:34.1 4x6= 4x6= 2x4= 4x6= 2x4 11 2x4 11 4x6= 2x4= 1 2 3 4 5 6 7 8 9 10 1 2219 a 19 18 17 16 15 14 13 12 4x6= 4x6= 4x6= 4x6= 1-6-0 4-0-0 6-6-0 13-3-0 15-9-0 18-3-0 19-9-0 1-6-0 2-6-0 2-6-0 6-9-0 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y): [1:Edge,0-1-8],[5:0-1-8,Edge], [6:0-1-8,0-0-0], [10:0-1-8,Edge],[15:0-1-8,Edge],[16:0-1-8,Edge),[21:0-1-8 0-1-0] [22:0-1-8,0-1-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.31 15-16 >744 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.49 15-16 >477 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight: 102 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.2 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (Ib/size) 20=1066/0-3-0, 11=1066/0-3-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 20-21=-1061/0, 1-21=-1060/0, 11-22=-1061/0, 10-22=-1060/0, 1-2=-1093/0, 2-3=-2734/0, 3-4=-3772/0,4-5=-4296/0, 5-6=-4296/0,6-7=4296/0, 7-8=-3772/0, 8-9=-2734/0, 9-10=-1093/0 BOT CHORD 19-20=0/55, 18-19=0/2061, 17-18=0/3381, 16-17=0/4135, 15-16=014296, 14-15=0/4135, 13-14=013381, 12-13=012061, 11-12=0/55 WEBS 10-12=0/1411, 1-19=0/1411,9-12=-1346/0, 2-19=-1346/0,9-13=0/936,2-18=0/936 Trws Design Engineer:Lawrence A.Paine,PE 8-13=-900/0, 3-18=-900/0,8-14=0/543, 3-17=0/543,7-14=-506/0,4-17=-506/0, Florida PE No.21475 7-15=-167/563,4-16=-167/563,5-16=-269/41,6-15=-269/41 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 JOINT STRESS INDEX 1 =0.81,2=0.59,3=0.63,4=0.66,5=0.47,6=0.47, 7=0.66, 8=0.63, 9=0.59, 10=0.81, 11 =0.81, 12=0.89, 13= 0.59, 14=0.63, 15=0.63, 16=0.63, 17=0.63, 18=0.59, 19=0.89,20=0.81,21 =0.00,21 =0.47,22=0.00 and 22= 0.47 NOTES 1) Unbalanced floor live loads have been considered for this design. August 4,2006 @b @�pSrF Aa642MT20 unless otherwise indicated. {� Warning•Verify design pararnetera and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USErim IMES 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. ML Apaicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing is the LMLVWS 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, � .!�,+ j 6300 Enterprise Lane,Madison,W1 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W 153719 LIFirstJ i Job Truss Truss Type Qty Ply 00 J202172F _F04 FLOOR 2 1 Job Reference(optional) J1699792 Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Jul 31 13:39:19 2006 Page 1 0-1-8 H! 1-3-- 1-9-12 1-8-4 - , 0-KB Scale=1:34.1 2x4= 2x4= 7x10= 4x6 11 4x6 11 4x6 11 1 2 3 4 5 6 7 8 9 10 21 20 19 17 16 15 14 13 12 3x4= 3x4= 2x4 I I 4x6= 3x4 11 5x8= 2x4 I I 3x4= 3x4= 4x6= 3x4= ' 1-6-0 6-2-4 7-6-12 10-0-12 15-9-0 18-3-0 19-9-0 1-6-0 4-84 1-4-8 2-6-0 5-8-4 2-6-0 1-6-0 Plate Offsets(X,Y): [1:0-1-8,0-0-8], [3:0-3-0,Edge], [7:0-3-0,0-0-0], [10:0-1-8,0-0-8], [10:0-3-0,Edge], [114:0-1-8,Edge], [15:0-1-8 ,Edge], [19:0-1-8 Edge], [20:0-1-8 Ed e] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.95 Vert(LL) -0.11 15 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.88 Vert(TL) -0.17 15 >977 240 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.03 11 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 130 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.1 D 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 22=188/0-3-0, 11=862/0-3-0, 18=1687/0-3-8 Max Uplift 22=-87(load case 3) Max Grav 22=325(load case 2), 11=867(load case 4), 18=1695(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-22=-327/78, 10-11=-864/0, 1-2=-240/165,2-3=-392/444, 3-4=-392/444, 4-5=-631/0,5-23=-2457/0,6-23=-2457/0, 6-7=-2990/0,7-8=-2990/0,8-9=-2167/0, 9-10=-920/0 BOT CHORD 21-22=-0/0,20-21=-444/392, 19-20=-444/392, 18-19=-974/0, 17-18=-974/0, 16-17=0/1853, 15-16=0/2990, 14-15=0/2990, 13-14=0/2634, 12-13=0/1707, 11-12=0/0 Truss Design Engineer:Lawrence A.Paine,PE WEBS 4-18=-1750/0, 1-21=-213/310,4-19=0/955,2-21=-202/370,2-20=-188/0, Florida PE No.21475 3-19=-404/0, 10-12=0/1188,4-17=0/1797, 9-12=-1068/0, 5-17=-1680/0, 9-13=0/6241ilders FirstSource-Florida,LLC , 5-16=0/862,8-13=-633/0, 6-16=-760/0, 8-14=-7/733, 6-15=-200/64,7-14=-307/0 6550 Roosevelt Blvd.Jacksonville,FL 32244 JOINT STRESS INDEX 1 =0.64, 1 =0.47,2=0.63, 3=0.32,4=0.87, 5=0.83, 6=0.63,7=0.32, 8=0.71,9=0.86, 10=0.88, 10=0.47, 11 =0.66 , 12=0.73, 13=0.71, 14=0.73, 15=0.47, 16=0.82, 17=0.77, 18=0.73, 19=0.50,20=0.47,21 =0.55 and 22=0.63 Continued on page 2 August 4,2006 Warning•Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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. 108 11111111gags Appilcability 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, . rst 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 stSource Job Truss Truss Type Qty Ply 00 q J202172F _F05 FLOOR 4 1 J1699793 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Jul 31 13:39:20 2006 Page 1 0-1-8 H 1-3-0 1 1-9-12 1-04 {_8 Scale=1:17.7 1x3= 1x3 11 3x6= 1x3 11 1x3 II 1 2 3 4 5 6 7 1x3= 1 1 4 a 14 13 12 10 9 8 1x3 11 Simpson THA422 9 1-6-0 6-2-4 10-4-0 1-6-0 4-8-4 4-1-12 Plate Offsets(X Y) 2.0-1-8 Edge] [7.0-1-8 Ed el [9.0-1-8 Ed e] [10.0-1-8 Edge] [12.0-1 8 Ed e] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.03 13 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Vert(TL) -0.04 13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2004ITPI2002 (Matrix) Weight:58 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.2 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 15=367/0-3-0,8=275/Mechanical, 11=455/0-3-8 Max Grav 15=373(load case 7),.8=288(load case 4), 11=496(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 15-16=-372/0, 1-16=-371/0,8-17=-296/0,7-17=-296/0, 1-2=-299/0,2-3=-530/0, 3-4=-530/0,4-5=-303/0, 5-6=-303/0,6-7=-303/0 BOT CHORD 14-15=0/19, 13-14=0/530, 12-13=0/530, 11-12=0/251, 10-11=0/251,9-10=0/303, 8-9=0/15 WEBS 4-11=-483/0, 1-14=0/380,4-12=0/402, 2-14=-314/0,2-13=-55/0, 3-12=-188/0, 7-9=0/384,4-10=-79/200, 5-10=-121/24,6-9=-190/0 JOINT STRESS INDEX 1 =0.40,2=0.17,3=0.24,4=0.58,5=0.15,6=0.24, 7=0.41,8=0.23, 9=0.41, 10=0.21, 11 =0.20, 12=0.42, 13= 0.07, 14=0.44, 15=0.28, 16=0.00, 16=0.00, 17=0.00 and 17=0.00 NOTES Truss Design Engineer:Lawrence A.Paine,PE 1) Unbalanced floor live loads have been considered for this design. Florida PE No.21475 Z)All plates are 3x4 MT20 unless otherwise indicated. Builders FirstSource-Florida,LLC 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6550 Roosevelt Blvd.Jacksonville,FL 32244 4) Recommend 2x6 strongbacks,on edge, spaced at 10-0-0 oc and fastened to each truss with Cok;§Adp #ppaVq2gbacks to be attached to walls at their outer ends or restrained by other means. August 4,2006 blaming•Verify Resign 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. ELWu 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, , 6300 Enterprise Lane,Madison,W 153719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply 00 J202172F _1706 FLOOR 4 1 Job RefJ1699794erence o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Jul 31 13:39:20 2006 Page 1 0-1-8 H r 1-3-0 1-1-0 0�8 Scale=1:18.2 1x3= 10 II 1 2 3 4 5 6 14= 1 1 0 Y 12 11 10 9 8 1x3 II 1-6-0 6-7-0 9-1-0 10-7-0 1-6-0 5-1-0 2-6-0 1-6-0 Plate Offsets(X Y): [4.0-1-8 Edge], [6.0-1-8 Edge], [11.0-1-8 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 0.39 Vert(LL) -0.04 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.48 Vert(TL) -0.07 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:57 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.2 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 13=562/0-3-0, 7=562/0-3-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 13-14=-552/0, 1-14=-551/0,7-15=-556/0,6-15=-555/0, 1-2=-511/0,2-3=-1191/0, 3-4=-1191/0,4-5=-1114/0, 5-6=-525/0 BOT CHORD 12-13=0/29, 11-12=0/967, 10-11=0/1191,9-10=0/1191,8-9=0/981, 7-8=0/29 WEBS 6-8=0/675, 1-12=0/655, 5-8=-634/0,2-12=-635/0,5-9=0/223,2-11=0/410, 4-9=-210/20, 3-11=-155/0,4-10=-123/29 JOINT STRESS INDEX 1 =0.69, 2=0.48,3=0.19,4=0.11,5=0.37,6=0.71,7=0.42,8=0.79, 9=0.26, 10=0.16, 11 =0.43, 12=0.76, 13= 0.42, 14=0.00, 14=0.00, 15=0.00 and 15=0.00 NOTES 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. Truss Design Engneer:Lawrence A.Paine,PE 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Florida PE No.21475 4) Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. Builders FirstSource-Florida,LLC 5) Recommend 2x6 strongbacks,on edge, spaced at 10-0-0 oc and fastened to each truss with 6550 Roosevelt Blvd.Jacksonville,FL 32244 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 4,2006 , LOAD CASE(S) Standard Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,At 53719 Fir s Job Truss Truss Type Qty Ply 00 J202172F _17J1699796 08 FLOOR 2 1 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Jul 31 13:39:21200 Page 1 1 0-1-8 1 3x6= 10 -D 2 1x3 I I 11 3 1x3 II 12 4 1x3= 1-4-8 1- cale:1. "=1' 9 0 v LI 7 Simpson THA422 3x4= 3x4= 8 7 6 A 478 4-7-8 Plate Offsets(X,Y): [4:0-1-8,Ed el 6:0-1-8 Ed e] [7:0-1-8 Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates In 1.00 TC 0.47 Vert(LL) -0.02 7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.34 Vert(TL) -0.02 7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:28 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.2 4-7-8 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 8=592/Mechanical, 5=629/0-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-8=-572/0, 5-9=-634/0,4-9=-633/0, 1-10=-524/0,2-10=-524/0, 2-11=-524/0, 3-11=-524/0, 3-12=-524/0,4-12=-524/0 BOT CHORD 7-8=0/0, 6-7=0/524, 5-6=0/33 WEBS 4-6=0/654, 1-7=0/685, 2-7=-463/0, 3-6=-382/0 JOINT STRESS INDEX 1 =0.71,2=0.58, 3=0.48,4=0.69, 5=0.48, 6=0.69,7=0.72,8=0.43, 9=0.00and 9=0.00 NOTES 1) Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3) 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.Tnsss Design Engineer:Lawrence A.Paine,PE 4) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated Florida PE No.21475 load(s)275 Ib down at 4-0-0, and 275 Ib down at 2-0-0,and 196 Ib down at 0-10-4 on top chord-Builders FirstSot=e-Florida,LLC The design/selection of such connection device(s) is the responsibility of others. 6550 Roosevelt Blvd.Jacksonville,FL 32244 5) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back August 4,2006 Co&ued on page 2 A Warning-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11.7473 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 MTak connectors. OF 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 &J"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, IOFrstSource l 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W 153719 Job Truss Truss Type Qty Ply 00 J1699797 J202172F _F-KW FLOOR 10 1 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Jul 31 13:39:21 2006 Page 1 Scale=1:13.3 1 3x4= 2 3 4 5 6 7 4 v 14 3x4= 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 Plate Offsets(X,Y): [13:0-1-8 Ed el LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:37 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.2 8-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc OTHERS 4 X 2 SYP No.3 bracing. REACTIONS (Ib/size) 14=55/8-0-0,8=55/8-0-0, 11=148/8-0-0, 12=143/8-0-0, 13=161/8-0-0, 10=143/8-0-0, 9=161/8-0-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-14=-50/0, 7-8=-50/0, 1-2=0/0,2-3=0/0, 3-4=0/0,4-5=0/0, 5-6=0/0,6-7=0/0 BOT CHORD 13-14=-0/0, 12-13=0/0, 11-12=-0/0, 10-11=-0/0,9-10=-0/0,8-9=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=0/0 JOINT STRESS INDEX 1 =0.04,2=0.18, 3=0.16,4=0.17,5=0.16,6=0.18, 7=0.06, 8=0.06,9=0.18, 10=0.16, 11 =0.17, 12=0.16, 13= 0.11 and 14=0.06 NOTES 1)All plates are 1x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. Truss Design Engineer:Lawrence A.Paine,PE 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e. Florida PE No.21475 .. diagonal web). Builders FirstSource-Florida,LLC 4) Gable studs spaced at 1-4-0 oc. 6550 Roosevelt Blvd.Jacksonville,FL 32244 5)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi August 4,2006 Continued on page 2 ',� Warning-Verify Assign 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/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSIor HIB-91 Handling Installing and Bracing Recommendation from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onotrio Drive, e,Ma Madisis on,WI 53719 I 6 JobTruss Truss Type Qty Ply 0 0 J1699798 J202172F T100 SPECIAL 2 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc. Fri Aug 04 13:32:43 2006 Page 1 3-4-11 6-7-9 9-10-8 13-1-7 16-4-5 19-9-0 3-4-11 3-2-15 3-2-15 3-2-15 3-2-15 3-4-11 Scale=1:34.0 3x8= 3x6= 2x4 II 5x6= 3x8= 4x10= 14x10= 2 3 4 5 6 7 13 12 11 10 94x10= 3x6 II 4x10= 7x10= 3x8= 3x8= 3x6 I = 1 3-4-11 6-7-9 1 9-10-8 13-1-7 16-4-5 19-9-0 3-4-11 3-2-15 3-2-15 3-2-15 3-2-15 3-4-11 Plate Offsets(X,Y): [2:0-3-8,0-1-81 [5:0-3-0,0-3-0], [6:0-3-8,0-1-81, [9:0-3-8,0-2-01, [10:0-3-8,0-1-81, [12:0-5-0,0-4-8], [13:0-3-8,0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.84 Vell -0.34 11 >679 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.00 BC 0.72 Vert(TL) -0.55 11 >425 240 BCLL 10.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.41 11 >564 240 Weight:325 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 BOT CHORD 2 X 6 SYP No.1 D oc purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 14=2471/0-3-0,8=2471/0-3-0 Max Horz 14=56(load case 4) Max Uplift 14=-1700(load case 2),8=-1701(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-14=-1875/1326, 1-2=-6489/4484,2-3=-10577/7293,3-4=-11592/7984,4-5=-11592/7984, 5-6=-10547/7257,6-7=-6490/4468,7-8=-1876/1328 BOT CHORD 13-14=-619/848, 12-13=-4484/6489, 11-12=-7293/10577, 10-11=-7324/10625, 9-10=-4468/6490,8-9=-594/847 WEBS 1-13=-4033/5882,2-13=-1254/953,2-12=-2934/4263,3-12=-512/437,3-11=-726/1059, 4-11=-113/162,5-11=-691/1012,5-10=-519/442,6-10=-2909/4230,6-9=-1248/951, 7-9=-4040/5884 NOTES 1) 3-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2 X 4- 1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section. Ply to ply connections have been provided to distribute only loads noted as(F)I'nus Design Engineer:Lawrence A.Paine,PE or(B),unless otherwise indicated. Florida PE No.21475 3)Wind:ASCE 7-02; 120mph(3-second gust);h=23ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11; Exp C; Bailders Firstsoorce-Florida,LLC partially;MWFRS;end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60. 6550 Roosevelt Blvd.Jacksonville,FL 32244 Continued on page 2 August 4,2006 Warning-Verify design parameten 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. AppNcability 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 I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection bullmrs and bracing,consultor HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, r"` 16300 Enterprise Lane,,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,At 53719 1}� ---------- --- — - — - Symbols Numbering System General Sateiy ,.__ PLATE LOCATION AND ORIENTATION failure to fallow Could Cause Property s ° *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply � i. Provide copies of this truss design to the plates fo 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. ilg 1 �g cz 3. Place plates on each face of truss at each a NJjoint and embed fully.Avoid knots and wane a V �� Oat joint locations. = 4. Unless otherwise noted,locate chord splices U at'/< anel length +6"from adjacent joint.) p g (- ! j 1 0 IL 4 ce c7 ca O 5. Unless otherwise noted,moisture content of "For 4 x 2 orientation,locate BOTTOM CHORDS lumber shall not exceed 19%at time of fabrication. � plates 1/8"from outside edge J 1 J8 J7 Jb 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 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber 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, practice is to Camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type,size and location dimensions PLATE SIZE I f shown indicate minimum plating requirements. ,{ The first dimension is the width 9. Lumber shall be of the species and size,and 4 4 X perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. SOCA 96-31,96-67 10.Top chords must be sheathed or purlins ICBG 3907 4922 provided at spacing shown on design. 9432A 11,Bottom chords require lateral bracing of 10 LATERAL BRACING sacci 9667 ft.spacing,or less,if no ceiling is installed, Indicates location of required WISCIDILHR 960022-W,970036-N unless otherwise noted, continuous lateral bracing. NER 561 12.Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. - -------------- --- -- 13.Do not overload roof or floor trusses with BEARING stacks of construction materials. 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. wtins 3 engineer. i 15.Care should be exercised in handling, erection and installation of trusses. Mi7ek Engineering Reference Sheet:MII-7473 O 19113 MiTek@ Holdings,Inc. Project Information for: J202172 Builder: BEACHES HABITAT Address: 1920-1922 FRANCIS AVE ATLANTIC BEACH, FL July 26,2006 County: DUVAL Truss Count: 14 Design Program: MiTek 20/20 6.3 Building Code: FBC2004/TPI2002 Truss Design Load Information: Gravity: Wind: Roof(psf): 42.0 Wind Standard: ASCE 7-02 Wind Exposure: C Floor(psf): N/A Wind Speed (mph): 120 Note: See the individual truss drawings for special loading conditions. Engineer of Record: Charles M. Rhodebeck, PE Florida P.E. License No. 26497 Address: 6550 Roosevelt Blvd. Jacksonville, Florida 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 1-2002 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 J202172 provided by Builders First Source-Jacksonville,FL and dated 07-14-2006. 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 1-2002. No. �Drwg_#— Truss ID T Date 1__�J 1696432 CJ01 i 7/26/06_ 2 J1696433 CJ02 17/26/06 r3_ i J1696434 I CJ03 1 7/26/06 I [4, 'J1696435_ I EJ01 _^; 7/26/06 ___I 15 iJI696436 I EJ02 1 7/26/06 1 16 1 J1696437 I HJ01 1 7/26/06 L7 , J 1696438�T01 1 7/26/06__ _) 18 J 1696439 I T02 7/26/06 I 9 1J1696440 IT03 7/26/06 10_ 11 J1696442 1 105 I ___+ 7%26/06_ f 12 :J1696443-I T06 ; 7/26/06 I �13 �J1696444 1T07 _1 7/26/06�_I 014 Ll q96445__J T08__ _1 7/26/06 _J Job Truss Truss Type Qty Ply J1696433 J202172 CJ02 JACK 8 1 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Jul 24 14:40:46 2006 Page 1 -2-0-0 3-0-0 3 2-0-0 3-0-0 87 4.00 F12 2 2x4= 1 4 3-0-0 3-0-0 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=29/Mechanical, 2=282/0-3-8,4=42/Mechanical Max Horz 2=162(load case 3) Max Uplift 3=-72(load case 6),2=-387(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-41/5 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.41 NOTES 1) Wind:ASCE 7-02; 120mph(3-second gust); h=23ft;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. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 lb Truss Design Engineer:Lawrence A.Paine,PE uplift at joint 3 and 387 Ib uplift at joint 2. Florida PE No.21475 Builders FirstSource-Florida,LLC LOAD CASE(S) Standard 6550 Roosevelt Blva.Jacksonville,FL 32244 July 26,2006 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-T473 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 conneUors. Applirability,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 oudderS and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, ; OFRste .F � 16300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 it -n Job Truss Truss Type Qty Ply J1696435 J202172 EJ01 MONO TRUSS 28 1 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc. Tue Jul 25 16:03:44 2006 Page 1 -2-0-0 7-0-0 2-0-0 7-0-0 s.W=t150 3 4.00 12 2 2.4= 4 7-0-0 7-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) -0.11 2-4 >730 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.33 Vert(TL) -0.20 2-4 >417 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=164/Mechanical,2=423/0-3-8,4=102/Mechanical Max Horz 2=221(load case 3) Max Uplift3=-218(load case 3),2=-351(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-149/42 BOT CHORD 24=0/0 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust);h=23ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially; MWFRS 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)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 218 Ib uplift at jOkfkQs Design Engineer:Lawrence A.Paine,PE and 351 Ib uplift at joint 2. Florida PE No.21475 Builders FirstSource-Florida,LLC LOAD CASE(S) Standard 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 26,2006 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 BEFORE USE 0BThis design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. IL.&M 1111 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 6300 Enterprise Lane,Madison,W 153719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 1!�' 'M'^�� Job Truss Truss Type Qty Ply J202172 EJ02 GABLE 4 1 Job Reference(optional) J1696436 Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc. Tue Jul 25 16:06:54 2006 Page 2 LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:2=-30(F=-0)-to-6=-34(F=-4),2=-54(F=-0)-to-5=-58(F=-4) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 5550 Roosevelt Blvd.Jacksonville,FL 32244 July 26,2006 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 BEFORE USE Akiiilk IN This design is based g a ed only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. '. Applicpbility of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the ars responsibility of building designer and/or contractor per ANSI/TPI t as referenced by the building code. For general guidance regarding storage,delivery,erectionMMME and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, ' ,LP'1 6300 Enterprise Lane,Madison,W 153719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 "psi ( �rce Job Truss Truss Type Qty Ply J1696438 J202172 T01 MONO TRUSS 4 1 Job Reference(optional) Builders.First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Mon Jul 24 14:40:48 2006 Page 1 1 -2-0-0 2-10-12 4x6 2-0-0 2-10-12 2x4 II 3 Scale=1:8.3 4.00 F12 2 3x6= 4x6= 1 2x4 11 2-10-12 2-10-12 Plate Offsets(X,Y): [2:0-9-4,0-1-8], [2:0-10-4,0-1-12] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.01 2-5 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) 0.01 2-5 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 14 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 2-10-12 oc purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc REACTIONS (Ib/size) 2=543/0-3-8, 5=82/0-3-8 bracing. Max Horz 2=98(load case 3) Max Uplift 2=-532(load case 3),5=-107(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-47/71,2-3=-49/6,3-4=-19/4,4-5=-43/81 BOT CHORD 2-5=0/0 JOINT STRESS INDEX 2=0.64, 2=0.85, 3=0.00,3=0.78,4=0.04 and 5=0.04 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=23ft;TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C;partially; MWFRS 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)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 532 Tnsss Design Engineer:Lawrence A.Paine,PE Ib uplift at joint 2 and 107 Ib uplift at joint 5. Florida PE No.21475 4) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or backers FirstSource-Florida,LLC (B)• 5550 Roosevelt Blvd.Jacksonville,FL 32244 Continued on page 2 July 26,2006 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. oplikin IN Applicpbility 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, '"'"' 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W 153719 IFS Job Truss Truss Type Qty Ply J202172 T02 MONO TRUSS 8 1 J1696439 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Mon Jul 24 14:40:48 2006 Page 1 i -2-0-0 2-10-12 2x4 II 2-0-0 2-10-12 e 1:8.5 4.00 12 2 2x4= 1 4 2x4 11 2-10-12 2-10-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.12 Vert(TL) 0.01 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 2-10-12 oc purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=278/0-3-8,4=60/Mechanical Max Horz 2=120(load case 3) Max Uplift 2=-343(load case 3),4=-101(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-41/2, 3-4=-20/61 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.40, 3=0.03 and 4=0.03 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=23ft;TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; partially; MWFRS 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)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 343 Truss Design Engineer:Lawrence A.Paine,PE Ib uplift at joint 2 and 101 Ib uplift at joint 4. Florida PE No.21475 - Builders FirstSource-Florida,LLC LOAD CASE(S) Standard 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 26,2006 A Warning•Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.747S BEFORE USENOUN, 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. MLJPm mi 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 ou and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, KlFimil ("16300 Enterprise Lane,Madison,W153719 or the Truss Plate Institute,563 D'Onofrio Drive,Madison,W153719 '"1+,r Job Truss Truss Type Qty Ply J1696440 J202172 T03 MONO HIP 4 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Jul 24 14:40:49 2006 Page 2 NOTES 6) Girder carries hip end with 0-0-0 right side setback,7-0-0 left side setback,and 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=-54,3-5=-118(F=-64),2-9=-30,6-9=-65(F=-35) Concentrated Loads(lb) Vert: 9=-539(F) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 26,2006 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111111-7473 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. W Is Appligability 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 SCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 10FirstSource 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W153719 .. IJob Truss Truss Type Qty Ply J1696442 J202172 T05 MONO HIP 4 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Jul 24 14:40:50 2006 Page 1 1 -2-0-0 5-10-14 11-0-0 15-3-4 19-9-8 2-0-0 5-10-14 5-1-2 4-3-4 4-6-4 Scale=1:38.2 5x8= 3x6= 2x4 11 4 5 6 4.00 12 2x4 zz 3 0 2 �1 3x8= 9 8 7 3x6= 3x8= 6x8= 11-0-0 19-9-8 11-0-0 8-9-8 Plate Offsets(X,Y): [2:0-3-12,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.32 2-8 >739 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.54 2-8 >430 180 BCLL 10.0 Rep Stress Incr YES WB 0.54 Horz(TL) -0.05 7 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:97 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 4-2-14 oc purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-6-6 oc REACTIONS (Ib/size) 7=812/0-3-8, 2=944/0-3-8 bracing. Max Horz 2=319(load case 3) Max Uplift 7=-579(load case 3),2=-704(load case 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-1734/1745, 3-4=-1250/1121,4-5=-1143/1143, 5-6=-48/23, 6-7=-118/181 BOT CHORD 2-9=-1912/1614, 8-9=-1912/1614,7-8=-812/743 WEBS 3-8=-505/811,4-8=0/130,5-8=-445/538, 5-7=-911/1033 JOINT STRESS INDEX 2=0.78, 3=0.38,4=0.61,5=0.47,6=0.79,7=0.17,8=0.57 and 9=0.74 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=23ft;TCDL=4.2psf; BCDL=3.Opsf;Category II; Exp C; partially;MWFRS 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. Truss Design Engineer:Lawrence A.Paine,PE 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Florida PE No.21475 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 579 Builders FirstSource-Florida:LLC ` Ib uplift at joint 7 and 704 Ib uplift at joint 2. 6550 Roosevelt Blvd.Jacksonville,FL 32244 Continued on page 2 July 26,2006 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, w � . 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Nf J LJ2021 Truss Truss Type Qty PlyJ169644372 T06 MONO HIP 4 1 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Jul 24 14:40:50 2006 Page 1 -2-0-0 6-10-14 13-0-0 19-9-8 2-0-0 6-10-14 6-1-2 6-9-8 Scale=1:38.2 504= 3x6 11 4 5 4.00 12 3x6 3 2 d1 3x6= 9 8 7 6 2x4 3x6= 3x6= 6x8= 6-10-14 13-0-0 19-9-8 6-10-14 6-1-2 6-9-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.15 9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.19 2-9 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.64 Horz(TL) -0.05 6 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:99 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 4-4-8 oc purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS (Ib/size) 6=812/0-3-8,2=944/0-3-8 Max Horz 2=368(load case 3) Max Uplift 6=-589(load case 3),2=-694(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-1788/1591,3-4=-963/898,4-5=-55/52, 5-6=-172/267 BOT CHORD 2-9=-1819/1636, 8-9=-1819/1636, 7-8=-1819/1636,6-7=-958/880 WEBS 3-9=0/210,3-7=-824/930,4-7=-274/478,4-6=-988/1083 JOINT STRESS INDEX 2=0.64, 3=0.38,4=0.81,5=0.52,6=0.20,7=0.40,8=0.62 and 9=0.33 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=23ft;TCDL=4.2psf; BCDL=3.Opsf; Category ll; Exp C; partially; MWFRS 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. Truss Design Engineer:Lawrence A.Paine,PE 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Florida PE No.21475 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 589 Build r,FirstSource-Florida,LLC Ib uplift at joint 6 and 694 Ib uplift at joint 2. 6550 Roosevelt Blvd.Jacksonville,FL 32244 LOAD CASE(S) Standard July 26,2006 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. W as# 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 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 WTCA Center, 10FirstSource 6300Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W153719 Job Truss Truss Type Qty Ply J1696445 J202172 T08 MONO HIP 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Mon Jul 24 14:40:512006 Page 1 -2-0-0 6-0-0 11-2-4 16-4-8 19-9-8 2-0-0 6-0-0 5-2-4 5-2-4 3-5-0 5x6= 2x4 I Scale=1:40.6 6 7 2x4 3x6% 5 4 4.00 12 2x4 3 2 d1 3x8= 10 9 8 3x6= 5x8= 6x8= 11-2-4 19-9-8 11-2-4 8-7-4 Plate Offsets(X,Y): [2:0-3-12,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) -0.33 2-9 >717 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.56 2-9 >418 180 BCLL 10.0 Rep Stress Incr YES WB 0.54 Horz(TL) -0.04 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 104 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 4-2-12 oc purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-5-5 oc bracing. WEBS 1 Row at midpt 6-9 REACTIONS (Ib/size) 8=812/0-3-8,2=944/0-3-8 Max Horz 2=449(load case 3) Max Uplift 8=-610(load case 3), 2=-673(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-1727/1631, 3-4=-1245/1010,4-5=-1184/1018,5-6=-1241/1215, 6-7=-22/2,7-8=-69/92 BOT CHORD 2-10=-1986/1606,9-10=-1986/1606,8-9=-492/403 WEBS 3-9=-502/804, 5-9=-278/579,6-9=-1074/1064,6-8=-745/958 JOINT STRESS INDEX 2=0.78, 3=0.38,4=0.53, 5=0.33, 6=0.64,7=0.38,8=0.20, 9=0.49 and 10=0.73 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=23ft;TCDL=4.2psf; BCDL=3.Opsf; Category 11; ExPrmss Design Engineer:Lawrence A.Paine,PE C;partially; MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This Florida PE No.21475 truss is designed for C-C for members and forces,and for MWFRS for reactions specified. Bknlders FirstSoarce-Florida,LLC 2) Provide adequate drainage to prevent water ponding. 6550 Roosevelt Blvd.Jacksonville,FL 32244 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi July 26,2006 Continued on page 2 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7475 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 MiTak 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 ou and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 'r 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 II i(` Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1. Provide copies of this truss design to the 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 C2 TOP CHORDS c3 other. f ( t/ ► /$ I R 3. Place plates on each face of truss at each a c4 joint and embed fully.Avoid knots and wane O 3 J5 at joint locations. GO tJ 5 4. Unless otherwise noted,locate chord splices 0 U at Y.panel length (±6"from adjacent joint.) a. ca c? cs 10 For 4 x 2 orientation,locate BOTTOM CHORDS 5. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. plates 1/8"from outside edge it 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 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber 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. 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 width 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second 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. 11.Bottom chords require lateral bracing at 10 LATERAL BRACING sBCCI 9667,9432A ff.spacing,or less,if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W,970036-N unless otherwise noted. continuous lateral bracing. NER 561 12.Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13.Do not overload roof or floor trusses with stocks of construction materials. BEARING 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. I engineer, ;'° 15.Care should be exercised in handling, erection and installation of trusses. Mi7ek Engineering Reference Sheet:MI1-7473 0 1993 MiTek®Holdings,Inc. INCORPORATED MO u � UNDERWRITERS' LABORATORIES OF CANADA 0L Ganerol O}'Rces and Teoling StWiOn 7 CROUSE ROAD,SCARSOROUGM,ONTARIO MIR 3A9 Telephone 757.3611 Area Code 416 le te0v'n0 ►leose tele, is �C-7 A a rA-IdT File CR1025 Application No. 77T97 October 17, 1977 REPORT on SURFACE BURNING CHARACTERISTICS OF FIRE RETARDANT COATINGS Flame Control Coatings Inc. , Niagara Falls, New York CR1025 -2- October 17, 1977 D E S C R I P T I ON MATERIALS COVERED BY THIS REPORT: Types "10-10" and "20-20" fire retardant base coats and Type "40-40" top coat material. GENERAL CHARACTER AND USE: The materials covered by this Report are pigmented coatings (paint) intended for application to Douglas Fir lumber surfaces to reduce the spread of flame, development of smoke and contribution of fuel resulting from exposure to fire. The coatings are intended for use on interior surfaces only as permitted by authorities having jurisdiction. Details of the formulations are of a proprietary nature and are on file at Underwriters' Laboratories of Canada for use in connection with the Follow-Up Programme. MALTING: Containers of the products will bear a label reading "Underwriters' Laboratories of Canada - Listed - Fire Retardant Coating (Base Coat or Top Coat)". Details of the surface burning characteristics in terms of flame spread, smoke developed and fuel contributed based on a comparison with untreated red oak as 100 are also included on the label together with the Flash Point of the product. CR1025 -3- October 17, 1977 T H E I N V E S T I G A T I O N - - - - - - - - - - - - - - - - The purpose of the investigation was to determine the surface burning characteristics of the coating materials when applied to Douglas Fir lumber surfaces at the coverages indicated below in accordance with the Standard Method of Test for Surface Burning Characteristics of Building Materials ULC-S102-1975. This method provides a means of classifying materials as to their relative surface burning character- istics when compared with a known "combustible" such as red oak and a known "noncombustible" such as asbestos-cement board as outlined in the following table: Surface Burning Characteristics Red Oak Asbestos-Cement Board (Combustible) Noncombustible) Flame Spread 100 0 Smoke Developed 100 0 Fuel Contributed 100 0 E X A M I N A T I O N A N D T E S T R E C O R D - - - - - - - - - - - - - - - - - - - - - - - - A representative of Underwriters' Laboratories of Canada visited the manufacturing plant to witness the mixing processes and to select samples of the finished products for test purposes. APPLICATION OF COATINGS TO TEST SURFACES: DESCRIPTION OF SAMPLES The test surfaces to which the materials were applied were prepared from nominal 1 by 4 inch tongue and groove Douglas Fir lumber and 1/4 in. high density asbestos-cement board. Three sample panels of Douglas Fir each consisting of two 12 ft by 20 in. sections were prepared for each of three series of tests. Three sample panels of asbestos-cement board each consisting of three 8 ft by 20 in. sections were prepared for one series of tests. METHOD The application of the coatings to the test surfaces was performed by a representative of the submittor under the observation of a staff member of Underwriters' Laboratories of Canada. The materials were applied by roller and the coverages estimated by weighing the equipment and container before and after application. CR1025 -4- October 17, 1977 RESULTS The materials were applied at the estimated coverage rates as indicated below: Type "10-10" on Douglas Fir 230 sq ft/US gal Type "20-20" on Douglas Fir 190 sq ft/US gal Type "10-10" on Douglas Fir 190 sq ft/US gal With Top Coat of Type "40-40" 625 sq ft/US gal Type "40-40" on asbestos-cement board 350 sq ft/US gal SURFACE BURNING CHARACTERISTICS: DESCRIPTION OF SAMPLES Twelve test panels each measuring 24 ft by 20 in. as described above were used in the test programme. METHOD Each sample in turn was placed in the test chamber with a 1 ft by 20 in. section of asbestos-cement board at the end of the chamber behind the igniting fire. The top was then replaced on the chamber and the test conducted in accordance with the requirements of the Standard. RESULTS Flame Spread - For all panels the flame spread only part way along the length of the sample and the flame spread classification (FSC) was determined from the expression FSC = 5.128 d where d is the distance of flame travel in ft. Distance of Flame Travel Classification Red Oak 19-1/2 ft 100 Type 10-10-on Douglas Fir Test Panel 1 3 ft Test Panel 2 3 ft Test Panel 3 3 ft Classification 15 CR1025 -5- October 17, 1977 Distance of Flame Travel Classification Types 10-10 and 40-40 on Douglas Fir Test Panel 4 3 ft Test Panel 5 3 ft Test Panel 6 3 ft Classification 15 Type 20-20 on Douglas Fir Test Panel 7 5 ft Test Panel 8 4-112 ft Test Panel 9 5 ft Classification 25 Type 40-40 on Asbestos-Cement Board Test Panel 10 1 ft Test Panel 11 1 ft Test Panel i2 1 ft Classification 5 For coatings on Douglas Fir, blistering occurred between 15 and 25 sec after the start of the tests. Sustained surface ignition did not occur until between 2 min 30 sec and 3 min 30 sec. In general, the max flame spreads were recorded during the last min of the tests. After flaming continued for periods of 35 sec to 45 sec. For the Type 40-40 coating on asbestos-cement board there was no apparent surface ignition and no after flaming. Smoke Developed - The areas under the plotted curves and the resultant factors were as follows: Area Under Curve Classification Red Oak 600 100 Asbestos-Cement Board 0 0 CR1025 -6- October 11, 1977 Area Under Curve Classification Test Panel 1 90 Test Panel 2 100 Test Panel 3 88 Classification 15 Test Panel 4 100 Test Panel 5 90 Test Panel 6 78 Classification 15 Test Panel 7 118 Test Panel 8 114 Test Panel 9 102 Classification 20 Test Panel 10 28 Test Panel 11 30 Test Panel 12 24 Classification 5 Fuel Contributed - The areas under the plotted curves and the calculated factors were as follows : Area Under Relative Fuel Curve Contributed Classification Red Oak 5950 3860 100 Asbestos-Cement Board 2090 0 0 Test Panel 1 2670 580 Test Panel 2 2610 520 Test Panel 3 2570 480 Classification 15 CR1025 -7- October 17, 1977 Area Under Relative Fuel Curve Contributed Classification Test Panel 4 2630 540 Test Panel 5 2635 545 Test Panel 6 2530 440 Classification 15 Test Panel 7 2740 650 Test Panel 8 2715 625 Test Panel 9 2630 540 Classification 15 For test panels 10, 11, 12 (Type 4C-40 on asbestos-cement board) the fuel contributed was recorded as zero in each case. FLASH POINT TESTS: METHOD The flash points of the coatings were determined by means of the Pensky-Martens Closed Tester (ASTM D93). RESULTS The following flash points were recorded: Type 10-10 40 C (104 F) Type 20-20 No flash to boiling Type 40-40 No flash to boiling MISCELLANEOUS OBSERVATIONS: Scrubbability Tests - Scrubbability tests were conducted on glass panels coated with the products at the coverage rates used for the preparation of the tunnel test samples. Tne glass panels were subjected to scrubbability tests using the Gardner Model 105 Straight Line Washability Machine and the test solution described in Method 125.1 as laid down in Canadian Government Specification 1-GP-71, Schedule of Methods of Testing Paint and Pigments. Tests were conducted in duplicate and the Type 20-20 coating showed some signs of softening by 700 cycles. The Type 10-10 and Type 10-10 overcoated with Type 40-40 coatings withstood 1000 cycles with only slight softening being observed. The coatings hardened again on drying. CR1025 -8- October 17, 1977 C O N C L U S I O N S SURFACE BURNING CHARACTERISTICS: It is judged that the surface burning characteristics of the coating materials applied to Douglas Fir lumber and asbestos-cement board surfaces as described herein warrant the assignment of the following classification in comparison with uncoated red oak as 100 and asbestos- cement board as zero. Type "10-10" Classification or Rating (When applied to Douglas Fir) Coating (System) Details Flame Smoke Fuel Spread Developed Contributed Type 10-10 (Base Coat) applied in one 15 15 15 coat at 230 sq ft/US gal (No primer, no top coat) Type 10-10 (Base Coat) applied in one 15 15 15 coat at 190 sq f t/US gal (No primer) Type 40-40 (Top Coat) applied in one coat at 625 sq ft/US gal Type "20-20" Classification or Rating (When applied to Douglas Fir) Coating (System) Details Flame Smoke Fuel Spread Developed Contributed Type 20-20 (Base Coat) applied in one 25 20 15 coat at 190 sq ft/US gal (No primer, no top coat) CR1025 -9- October 17, 1977 Type "40-40" Classification or Rating (When applied to Asbestos-Cement Board) Coating (System) Details Flame Smoke Fuel Spread Developed Contributed Type 40-40 (Base Coat applied in one 5 5 0 coat at 350 sq ft/US gal (No primer, no top coat) DURABILITY• The Type 10-10 and Type 20-20 coatings may be considered as less permanent than ordinary interior oil paint surfaces, but will withstand considerable washing and scrubbing without apparent adverse effects. When Type 10-10 is overcoated with Type 40-40, the surface treatment may be considered as permanent as ordinary interior oil paint surfaces. PRACTICABILITY: The coatings are practical for application by ordinary painting methods. No difficulty was experienced in applying the materials to the test surfaces by brush or roller in accordance with the directions for application which appear on each container. CONFORMITY: The surface burning characteristics of the coating materials described herein were determined on the basis of their performance in tests conducted in accordance with the Standard Method of Test for Surface Burning Characteristics of Building Materials, ULC-S102-1975. CR1025 -10- October 17, 1977 L I S T I N G T E X T On the basis of the foregoing, the following listings under Guide No. 40 U8.5.6 and 40 U8.5.7 will be promulgated and the Follow-Up Service inaugurated. Guide No. 40 U8.5.6 October 17, 1477 File CR1025 Coatings, Fire Retardant FLAME CONTROL COATINGS INC. , Niagara Falls, New York 14302 Fire retardant coating materials intended for application by brush, roller or spray to reduce the surface burning characteristics of Douglas Fir surfaces on interiors of buildings. The Type 10-10 and Type 20-20 base coats will withstand considerable washing and scrubbing without adverse effects. When overcoated as indicated the surface treatment can be considered as permanent as ordinary interior oil paint surfaces. Classified as to surface burning characteristics when applied to the indicated surfaces in accordance with the manufac-turer's instructions at the specified coverages. Classification or Rating (When applied to Douglas Fir) Coating (System) Details Fiame Smoke Fuel Spread Developed Contributed Type 10-10 (Base Coat) applied in one 15 15 15 coat at 230 sq ft/US gal (No primer, no top coat) 5 CR1025 -11- October 17, 1977 Classification or Rating (When applied to Douglas Fir) Coating (System) Details Flame Smoke Fuel Spread Developed Contributed Type 10-10 (Base Coat) applied in one 15 15 15 coat at 190 sq ft/US gal (No primer) Type 40-40 (Top Coat) applied in one coat at 625 sq ft/US gal Type 20-20 (Base Coat) applied in one 25 20 15 coat at 190 sq ft/US gal (No primer, no top coat) Flash Point of Liquid Coatings: Type 10-10 40 C (104 F) Type 20-20 No flash Type 40-40 No flash Marking: ULC label on each container. P.O.Box 786 LISTED - Label Service The ULC label or listed marking on a product is the only evidence provided by Underwriters' Laboratories of Canada to identify products which have been produced under the Listing and Follow-Up Service. See General Information Section under above guide number in the ULC List of Equipment and Materials, Volume II, Building Construction (and Supplements thereto) . Authorities having jurisdiction should be consulted before application. — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Guide No. 40 U8.5. 7 October 17, 1977 File CR1025 Coating, General Purpose CR1025 -12- October 11, 1977 FLAME CONTROL COATINGS INC. , Niagara Falls , New York 14302. Coating material intended for application by brush, roller or spray to noncombustible interior surfaces. Classified as to surface burning characteristics when applied to the indicated surfaces in accordance with the manufacturer's instructions at the specified coverages. Classification or Rating (When applied to Asbestos-Cement Board) Coating (System) Details Flame Smoke Fuel SS-pread Developed Contributed Type 40-40 (Base Coat) applied in 5 5 0 one coat at 350 sq ft/US gal (No primer, no top coat) Flash Point of Liquid Coatings" Type 40-40 No flash Marking: LLC label on each container. P.0-Box 785 LISTED - Label Service The ULC label or listed marking on a product is the only evidence provided by Underwriters' Laboratories of Canada to identify products which have been produced under the Listing and Follow-Up Service. See General Information Section under above guide number in the ULC List of Equipment and Materials, Volume II, Building Construction (and Supplements thereto) . Authorities having jurisdiction should be consulted before application. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TESTS BY: REPORT BY: REVIEWED BY: S.Facchini E. Shackleton Peter Higginson, P.Eng. , S.Holmes Construction Materials Section Engineer, C.Ng Construction Materials. E.Shackleton UNDERWRITERS' LABORATORIES OF CANADA 4L/r.1y Norman S. Pearce, P.Eng. , Chief Engineer 98/09/UD YVEV U8: 11 r'AA 904641(3(359 Looney xicxs n1Ss Lg.luu[ SA925 09250 USG Area Separation FireW . rty 11/pa Wall Systems 1 ........... : :. 1 1 •R;�nY'.fr�' �,s�,sit'•'::i,:,-e-��ys�..T.,,,e�.;�:.a-v:• r•' I�!�?^•',�•S. ,rl• �iZ''tiSi:: )p C:��•,...r.Y' 4iJ�.yy��y.,y, eJr..�..��GG..,,(' 'I , .i � 2_. ,M.?!t' �sxt'"'' ST,•. S,-' w`•'fn;»R.�.'F' $[i'^n'k"zJ •=+•'pk �`� '4/W.:�d.4•rF.''h-.•'1til �. 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Y•4:a1i"a? .:Nv, �ti'i•'.Sr;*'k.�i •:. yr Yr ':{ 3jn'2`v.3•: a�: <'�.''•,,y �:, ,�.. :n:¢:%%i,•.Acis.' „yy€J:�eSw J .3 ':�r, ::•z=;-. `�ti'�Wl;y::i.`. ';i• :E• .'7rrv:of:4E,f' !7.:_:,Y,vi%iN*," S'='•La?::,;<. ,.�: a• �'v;SJ .y,. �. 'f' tib. �:�...• .,:�„>'.:•'��•'= .,•x�: �"7';"w_=.:,a�t?�a.- ,..y_,,: :E. •{`',:ti; _�KY-fry :'L;••-.r::r'''?.�t�'i '��i��N».'<e"r..:£'i:w;>x;;i: :i;�i.�•y•'-•r:��},H7'^;'�5�'h.%�4kj. x>;a.`•.':{�1'U'r�;�{: �`S!,.v::�yir�^ �:�_<.:.��;.ad:r;.�v;; .•as�i=,i:,�v� ;,,;;�;::.'i•;r'f 5i.`'L�'' _2aF.�.c::�...i�:L ,' '::,' •tib j; .P:::;,`-! r"V::`.n''F..- '`7;l�",. IA• .':r.y.'•..6.•:''.i'3.'-Yi,':;:��r:3�,Kr '-'-':r, �:1_;��:1: �C�I:$_ •;`4 i•.:t:,t:.: _•��:l�ti.�S.r' ^"..C.•:�'^tzc�5�`�`i':�- :,;•:<ak�.!nt~ '��•�:i:�^A7"fT "`./i•' "•yTti�:1.;:+din%ir ,'JJS•157� �:.r~f';:p� tC•,.:`�' S�:':'!P•�yL,'�ti.aS•!;:'..!:1.�:�,�,{�r(h:C�. •1�::�:'.`,`�'' USG Area Separation Fire Wall/Party Wall Systems - i "---p— p------- - —rn - ed..f6......._ ---------------- --------......,_........,,.,_ Descri tion USG Area Se aration Fire Walls/Pa Walls are us r constructing common walls with fire-resistive protection (iti/IJIU'/V0 YYLL) 1.10: 14 k&A V0415411151155V L 00neY KICKS MISS USG Area Separation Fire Wall/party Wall Systems postures These Systems may be used in buildings up to four stories high(44')and with all common floor-celling heights found in multi-family I OuSlng-Both cavity and solid types are suitable for exterior walls with appropriate weather- resistant cladding whin building offsets are desired, Fire Resistance:Both IPS Of Soparation Walls offer 2 hr.and 3 hr,fire ratings, Sound Isolation:STC ratings up to 60 with the solid system and 57 with the cavity system arc available. lightweight:Those drywall assemblies weigh at least 50%less than masonry walls,allowing rapid Installation, Space-Saving:Use Of tlieso assemblies gains valuable floor space.Thickness is 3-1/2"to 4"for Cavity Type Walls, E. compared to B"to 12?for a masonry wall without'interior finish. Wealthier Resistance:M;istUre--resistant components permit temporary exposure to inclement weather dining con&uctlon. Code Coinpriance:In compliance with fire resistance requirements under evaluation reports of BOCA Report No.$9- 13 and SBM PST ESIReporl,No.9834. Limitations Non-load-bearing;mak.frame spacing:24":not to be used for shear walls;maK,wall height,44'. ui Fim-rated Construction Acoustical Perfonmncc .......... Test Data— Ne Detail a PIt"imalf onto Description S Test No, STC DesMPtIon SM011111 Solid Walls Rating &Test No. Alfetent 2 he.- -------- ------i•- SOI10 Area Separation Wall--two l'SHEErROCK Mnd N/A A Gyrisum Lim,Panels set betw usG H-Studs 24,o.c.— #---------------- --- — Ov n.3/4"all cpac both elder scparhung finer PORels from Yi adjacent frarning.—Ul.Dog U335 z tw,- sorid Ares Separation wall-4m t'•SHEETSOCK Brand 40 TIL-11111-353 Gypuir Line(panels set in USG H-Slu&,Zr os. 54 Based on 21*THMMARBEA ,r 3/4'tram liner pangl ?pgor�l 172"SHEETROCIc Brand 2 X 4 wd studs 16"O.C.Wi side on?)(4 plats min. Exi one side—TL-M-348 68 SW on 2 X As Ono Gypsum Pa%-4i--UL Des U336 2'SAFE on both sloes,411.48-347 til y 57 &iW uo 2 x 4s anol 1"SAID oil one side —M-M-351 00 Boxed on 2 X 4s and T'SAFB bolli lidos 45 Based on 2 x 3s,5/8' gypsum panels,no SAFS-111ION-730104 54 Beed on 2 X 30.5/8, gyp3um panels, 2'SAFE one Ride 57 eased en 2 x 3s,b/5' Fi gypsum panels. 2"SAM bout sifts —9814-730102 3 hr*. •e- SolidArea Separatiunwall—twn I'SlICETROD(Brand Gyosuoi N/A Lin or Panels me?In USG H-SLuds 24"w_-2'THERMAFIBER SArD boo sides—blM MO pori:wffh joints slap and staple-on to line(XMl1—W1`1"%-0393/0394 14' ... ... . ..... -11)"t;EyatFmr 00 Mt provide a fire rating for adjaceo wood-stud wall construction. UNIted Slates flypsom Company$A925 3 VO/Uy/VO YYCI! Va;1J YAA VV404100as LVVLLVY ALc11b Illbb *jvVo 1 r 1` USG Area Separation S Fire Wall/Party Wall Systems i Solid System , 4 Note;As required by code,°!A'SHEmtocx Brand gypsum panels,FIRECODE mm,may be used) SHEETAOCK Brand 1 as and 14111enl to untreated root sheathing wllh panels extending 4'on both sides of area 1 Gypsum Panel separation wall and possibly roof side at rake end constr Clip placement below is for iyplcal uction. - d 2x4stud 2"USG C-Runner, t-roof deck _ { water battler roof rafter i I _ 6 ... roof truss i THERMANBER + freb(ocking SHEETROCK Brand Gypsum — ;:� ;_,., c� i 2"USG as required Panels as required — ~y C Runner ( r `I SHEL IHOCK 1. lllllBrand �Hcl 11 L -r 1 Gypsum v �' 'f' 2"USG H-Stud Sheathing 2x4stud framing tA 0.063"USG aluminurn SHEETROCK Brand — t exterior surfacing angle clip*— C``'x 1'SHEETRocfi Gypsum Panel two 2'USG intersection at roof' Brand GypsQm Exterior wall intersection C-Runners— Liner Panel ' (as required) 7.t 31v'Type S pan head screw . TritnMpFleEa( SHE-MOCK Brand j 1114,TYPE W of S SCfEw Gam: SAFB(optl0t�alj Gypsum Panel tet' �. - return firewall 2x4 =0 sealantOn one side or U114.0 r.+• j stud bath sidos'of 1B"min. 'I :{ 'I {I 24"max ASA', lof line wall, j 1"SHEF.TAOCK as required b i I -TEAMA iBER Brand Gypsum II { f Liner Panels fire blockingi • ' as required i X'•a 2"USG SHEETROCK iv V n n Ir U v ' J' Brand r V�r 1�11 1(Ir it 1 r j Intermediate Naar Gypsum Sheathing �.•�- -� SHEETROCK Brand exteriorGypsum Panel .� cladcling —.063"USG J SFIEETRocKBrand aluminum ; Exterior wall Intersection acoustical �(. angle flips 1�rrgAAired) sealant r. tt �1'SHrETROCK; 1. Brand Gypsum Liner Panels! IOist i 2'USG C-runners i power `� las(ener 24"O.C. l' sealant Foundallon as required 'Note:See Illustration on p.8 for dip spacing requlremerns. unitod statee Gypsum Con�wy SA925 5 f vb/vv7vo "ry vo:lo rAA vv4o4ioaov Looney KICKb nibs qiJuur 1 i USG Area Separation Fire Wall/Party Wall Systems Cavity system x 3"gypsum panel 2'h"USG Filter strip C-runners Tooling -' _ ftp' i as required ,. 21/z"use w C-runner I' a water harrier i t , t `{t exterior j RC-1 resilient �' surfacing J; ,ll r•` '� l 1 i�_ %� I channel or - :• ,�; - _ equivalent 0'max. Roof at rake and i RC-I channel ' I or equivalent {. r Roof parapet two Z'/i'USG _ THERMARBER f •i - SAFE �. Th"USG y Y• C•Runners + rooting ! :i joist \ j joist— ( , I 063"USG aluminum 0Root offM K�, ,1 1 angle clips abfttl to ! �, r f.; ;. I joist with one 11/4" ' Intermediate floor TYPE W or TYPE 5 - screw 1"SHEETROCK exterior cladding r. Brand Gypsum k `: SHEETROCK Brand Liner Panels tt I Gypsum Panels. SHEETROCK Brand ! conerete floor or ) y` ' FIRECUUt C core, Gypsum Sheathing i. foundation wall' ° • each side 2'k"USC tt wood floor ` 'x 2'f!'USG C-Runners C Runner � :�` r sealant as required °power-driven ,R 1;. e 1 .� 'fasteners 24"o.c. Foumdatlon Exterlor wall Imersection 1 (as required) f Steel Components(cavity well) th- � 1�' I f D O V:, I - L'h' Z. c ' i RC•1 nesirient Channel(or equivalent) USG Steel C4i 51od(CM 1)5G Steel C-Runner(CR) OG3"USG Aluminum Anole Clip --.....__..... .._...- --- ..---- . - - unitod Miles sypsnm c pany Sgs25 7 ueivaiva tyr;u un; Its MA VU4041000V Looney HICKS x166 19008 USG Area Separation j Fire Wall/Party Wall Systems - Yt '7 Good Design t System Feriormancs United States GypsumlCompany will provide certification for published fire,sound and structural data covering Practices— systems designed and constructed according to iCs published specifications.Tests are conducted on USG Solid and Cavity products manufacturep and assembled to meet performance requirements of established test procedures specified Systems by various agencies. stem performance following substitution of materials or compromise in assembly design 6 cannot he certified;fa lure may result under critical conditions 2 orw Attachment Both solid and cavity area separation wall systems require attachment of aluminum breakaway clips-to adjacent wood framing on both sides of the H•Stud or CH-Stud.Clips are attached to each stud and vertical C-Runners(not• resilient channel)with one 3/8"TYPE S`screw,and to adjacent framing with one 1-1/4"TYPE W or TYPE S screw. These systems may be stacked to a maximum height of 44',and normally require a vertical clip spacing of 10'•o.c. max.However,when the solid area separation wall has a stacked helght exceeding 23',clip spacing along each Stud below the 23'icked height must be reduced to 5'o,c.max.(see illustration on p.8). When the solid or cavity area separation wall system is used as an exterior wall,with adjacent wood framing on only one side,clips must be spaced as noted In Section 3.4 of the specifications.Note,for this case,that two 3/8" TYPE S screws are re4ulred for clip attachment to the veitical steel framing members. $sound control For maximum sound control with both the solid and cavity wall systems,seal the eittire perimeter and between construction the horizontal,back-t¢-back C-Runners at the intermediate levels with a minimum 1/4"bead of SHEaTROCK Brand Acousticol Sealant.Corefuliy seal around all gaps and cutouts for lights,cabinets,pipes,ducts,electrical boxes, j etc.to minimize sounp leakage.Back-to-back penetrations of the gypsum panel diaphragm and flanking paths should be eliminated; 4 Fixture Attachment Lightweight fixtures rind trim should be installed using expandable anchors for screw attachment.Medium and, ti I lieavyweight fixtures are not recommended on resilient surfaces,but,if required,they should be supported from t r the primary framing, j0.15 Additional See terlinical folderslin this series:Caistruction Se/ectorSA100 for fire and sound-rated systems;Gypsum Panels Information and ACCessorles Foldl?r SA927 for information on systems components; Textures and finishing Products Folder. SA933 for texturing Ihforrnation; THERMAFie,5R L#Le Safety Fire Containment Systems folder SA707 for Insulation specifications. j Specifications Part 1: 1.1 Specify to meet project requirements. General Scope u; A All materials,unle>s otherwise indicated,shall be manufactured byUnited States Gypsum Company,and Ei Oualltications shall be Installed in accordance with Its current printed directions. B System must be Built in accordance with applicable model code research reports, 1.3 All materials Shall be'delivered in their original unopened packages and stored In an enclosed shelter providingOelivery •. ft rage and el Materials Stoprotection from damAge and exposure to the elements.Damaged or deteriorated materials shall be removed from �i rage the promises.Installid panels should be protected from the environment and dry before enclosing the wail. Warning:Store all S4E1ROCK Brand Gypsum Panels flat.Panels are heavy and can fall over,causing serious injury l' or death.Do not move unless authorized. 1.4 In cold weather during gypsum panel joint finishing,temperature within the building shall be maintained wlthln Environmental the range of 55 to 7p OF(13 to 21 'C).Adequate ventilation shall be provided to carry off excess moisture. Conditions r United States Gypsurx+Gontpany SA925 9 68/09/O15 WED 08:17 t'AX 9046416659 Looney Ricks Kiss 1 011 I USG Area Separation Fire Wali/Party Wall Systems ''• c intermediate Floors aria Bottom or pusses—Cap top of liner panels and CH-Studs with C-Runner and fasten CH-Studs to the C-Rinner flanges on alternate sides with 3/B"Type S screws.Attach C-Runner for noxt row of panels to the C-Runper below with end joints staggered at least'12"o.c.Fasten the C-Rut rlers together with double 3/8"screws it ends and 24"u.c.Attach all CH-Studs to adjacent framing with an aluminum breakaway clip.Clips altad'iing CH-Studs to adjacent wood framing on both sides require attachment to the CH-Stud(not 4 the resilient channel with one 3/8"Type S screw.Cllps attaching CH-Studs and vertical C-Runners to adjacent wood framing on onf one side and with exterior exposure on the other side require attachment to the CH-Stud and C-Runner(not tle reslllent•channel)with two 3/8"Type S screws,Attachment to the wood framing l$with one 1-1/4"Typo W Or Type S screw.Locate horizontal C-Runner joint within 2'of the Intermediate floor.As required by the appijcable Code,Install fire blocking in the wall cavity at floor lines,bottom-of-truss line,and - t! any other required locations. o Roof—Continue ereiting CH-Studs and liner panels for succeeding stories as described.Cut the liner panels 9 and CH-Studs to roof pitch and length as necessary to follow the roof pitch.At roof,cap liner panels and f' CH-Studs with C-Ruhner.Attach all CH-Studs and vertical C-Runners to adjacent framing with an aluminum breakaway clip.Clips attaching CH-Studs and C-Runner to adjacent wood framing on only one side and w1u) exterior exposure ort the other side require attachment to the CH-Stud and vertical C-Runner(not the resilient channel)with two A"Type S screws. E sound Attenuation rtk Btankets—When specified,Install blankets in cavity butting blankets closely and filling all voids. F Resilient Channel5--When specified,install RC-1 Resilient Channels or equivalent horizontally to face side of „ studs,G"below ceilillg joists and max.24"o.c.Attach chariness to C-H Studs with 3/8"Type S screws driven through holes in m&ndng flange.Extend channels to ends of runs and attach to C-Hunners.Splice channel by nesting directly ovegstud;screw-attach through both flanges.Reinforce with screws at iblli ends of splice. s G Gypsum Panels—Aply 1/2"SHEEMOCK Brand Gypsum Panels,ARECODE C Core,vertically to both sides of C•N Studs.Stagger Joint on opposite partition sides.Fasten panels with 1"Type S screws spaced 12"o.c.in field h and along edges anb runner flanges. t FI Resilient Singte•tayeq---Apply 1/2"SHEEMOCK Brand Gypsum Panels,RW,00E C Core vertically to resilient channels and fasted with 1-1/4"Typo S screws placed 6"from C•H Studs and 12"c.c.Do not place screws directly over C-H Surds. I Resilient Double-lay"pply 5/8"SI-EFROCK Brand Gypsum Panels,RREG.ODE C Core base layer perpendicular to resilient channcid with joints staggered;fasten with 1.1/4"Type S screws placed 6"away from stud and 12" o.c.Apply 5/8"gypsum panel face layer vertically over base layer with edge joints staggered and attach with 1- 5/8"Type S screwsjspaced 12"o.c,and staggered from those in base layer. i 3.3 A joint systom---Fini*all face panel joints and Internal angles with a United States Gypsum Company Joi it Accessory System installed acpording to manufacturer's directions.Treat exposed fasteners on face layers and finish Application comer bead,contro)joints,and trim as required, B Metal Trim—Wherejpartition or ceiling terminates against masonry or other dissimilar material,apply metal tnm over drywall edge;fasten with nails or galvanized staples 9"O.C. C Control joints—Gal)gypsum panels behind joint and book with double framing,Attach Control joint on the face layer with nails,scr,ws,or 9/16"galvanized staples spaced 6"o.c,on both flanges along entire length of joint. 3.4 Both solid and cavity systems are suitable for exterior walls with an appropriate water barrier installed over the Exterior Wall system and under an ixterior cladding.Exterior exposure is limited to 15 psf wind load and requires vertical clip spacing of 4'o.c,makmurn.Exterior exposure requires attachment of the aluminum breakaway clips to each vertical steel framing irlember(do not attach clips to resilient channels).with two 3/8"Type S screws,Attachment of the clips to adjacent wood framing is with one 1-1/4"Type W or Type S screw.Uppermost clips should be placed as close to theiroof line as practical attachment allows. United states Gypsum c6arpaay SA925 t7 b ku v u.),jo - rire resistance Katings-ANSVUL 263 Page 2 of 3 / " AIR SPACE _ 1 1 j i t ` 4 2 TI J f, s .00 SECTION A- . SEPARATION WALL: (Max Height-44 ft) 1. Floor, Intermediate or Top Wall — 2 in. wide channel shaped with 1.1n. long legs formed from No. 25 MSG galv steel, secured with suitable fasteners spaced 24 in. OC. 2. Metal Studs — Steel members formed from No. 25 MSG galv steel having "H" -shaped flanged spaced 24 in. OC; overall depth 2 in. and flange width 1-3/8 in. 3. Gypsum Board* —Two layers of 1 in. thick gypsum wallboard liner panels,supplied in nom 24 in. widths. Vertical edges of panels friction fitted into"H" -shaped studs. CANADIAN GYPSUM COMPANY —Type SLX. UNITED STATES GYPSUM CO —Type SLX USG MEXICO S A DE C V —Type SLX. PROTECTED WALL: (Bearing or Nonbearing Wall) 4. Wood Studs — Nom 2 by 4 in. max spacing 24 in. OC. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. separation between wood framing and fire separation wall, S. Gypsum Board — Classified or Unclassified — Min 1/2 in, thick, 4 ft wide, applied either horizontally or vertically. Wallboard attached to studs with 1-1/4 in, long steel drywall nails spaced 8 in. OC.Vertical joints located over studs. (Optional)Joints covered with paper tape and joint compound. Nail heads covered with BXUV.U336 - Fire Resistance Ratings -ANSUUL 263 Page 3 of 3 joint compound. 6. Attachment Clips—Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Clips secured with Type S screws 3/8 In. long to "H" studs and with Type W screws 1-1/4 in. long to wood framing through holes provided in clip. 6A. Clip placement(Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OC vertically between wood framing and "H"studs. 6B. Clip placement(Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area below requires clips spaced a max 5 ft OC vertically between wood framing and "H"studs. *Bearing the UL Classification Mark Last Updated on 1996-12-06 Questions? Notice of Disclaimer Page Top Copyright cc 2006 Underwriters Laboratories Inc,@ The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information, Designs and/or Listings(files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2.The statement"Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright O 2006 Underwriters Laboratories Inc.®" Fndependent organization working for a safer world with integrity, precision and knowledge. 00 a 0 PERMIT WORKSHEET Certificate of Occupancy Job Address: Type Work: - Af-4-4,1(vs- Ar Property Owner: Phone # &4cffC5 //"/M7— Contractor: Phone # �k� r As. ��9./0,3�i g Permit#: Date Issued: �y Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC # MECHANICAL # _ PLUMBING # 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 Rough/ Framing Rough Rough Top out Insulation JEA Release Date Building Electric Mechanical Plumbing Final 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: ��—� 'L`.1 _ tt CITY OF ATLANTIC BEACH F.a 800 SEWMOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 �r INSPECTION EMAIL REQUEST: Building-dentncoab.us Application Number . . . . . 07-00001169 Date 8/22/07 Property Address . . . . . . 1920 FRANCIS AVE Application type description FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc Eft fence ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ OWNER ---------------------------------------------------------------------------- Permit FENCE PERMIT Additional desc . . Permit Fee . . . . 35 .00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/18/08 ---------------------------------------------------------------------------- Special Notes and Comments *ALL FENCES OR ENCLOSURES OF LAND SHALL BE SUBSTANTIALLY CONSTRUCTED. *SCHEDULE FINAL INSPECTION ONCE FENCE HAS BEEN COMPLETED. PERMIT AND APPROVED SURVEY MUST BE AVAILABLE FOR FINAL INSPECTION. *EMAIL INSPECTION REQUESTS TO BUILDING-DEPT@COAB.US Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call .247-5834 . Fence cannot block runoff to retention area. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due . ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 .00 35 .00 . 00 . 00 Plan Check Total .00 . 00 .00 . 00 Grand Total 35 . 00 35 . 00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH �. � PERMIT BUILDING /ZONING'43EPARTMENT APPLICATION # 800 Seminole Road J r Atlantic Beach,Florida 32233 (904)247-5800 v (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED DEPT: �J Y N PLANNING Property Address: /9aoa�c�s lY✓� z z tYN BUILDING PUBLIC WORKS Applicant: �IL) f�, PUBLIC UTILITIES nn C 6 Y N FIRE DEPT. Project: C. Y N PUBLIC SAFETY APPROVAL REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: w Y N D.E.P HUFSTETLER W(j Y S.J.R.W.M.D. CARPER Y V ARMY CORPS of ENG CARPER Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SIT5 BUILDING DA AP INITIAL: DATE: 1ST REV ❑ PLANNING BUILDING 2ND REV �ICWOS PUBLIC UTILITIES FIRE DEPT. 3RD REV PUBLIC SAFETY Return this form to the Building Department once you have entered your comments into the AS400. Public Worlis Plan Review Comments r , Date: 8/20/07 Initials: Project Name/Address: 6' Wood Fence/1920 Francis Avenue Application/Permit#: 07-1169 Check Box i Application Tracking-Comments To Add Comment' Provide impervious surface calculations. ❑ Provide erosion and sediment control plans with installation details and maintenance ❑ schedule. Provide drainage plans showing site topography(flow arrows, etc.) ❑ Provide construction site management plan, including Right-of-Way Permit if using ❑ right-of-way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing 1' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required per ❑ Section 24-66(b). (See attached info. Sheet) If on-site storage is required, a post construction topographic survey documenting proper ❑ construction will be required. A Right-of-Way Permit must be obtained. ❑ A Revocable Encroachment Permit must be obtained for ❑ Pool—Wellpoint (if used) must discharge into vegetated area 10' minimum from street ❑ or drainage feature (swale or structure) All driveway aprons must be concrete, 5 inches thick, 4000 psi,with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not allowed in ❑ the ROW(Commercial driveways— 6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on ❑ the plans. Co o -M ri F:\Public WorksTlanReviewComments-PW.doc �vC CITY OF ATLANTIC BEACH7 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 0• �4 "" .....a� n OFFICE:( 04)24 -,5826•FAX NO.:(904)247-5845 BUiL`aiR&U-DEPT@COAB.US JAl BUILDING PERMIT APPLICATION DUVAL COUNTY 7'TgN1 7C3R k r t pit«tSraT E $S ""$1 C1Ri'„`I�atla�,""$1 ,. ,haF.'GPr '� 8.: a0E;�'.�I.IG / 13 NEW BUILDING ❑DEMOLITION ESIDENTIAL LOT '%/BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL v 7 CRII4TI 7F ? woKt �i. P, �" r ❑ALTERATION ❑ACCESSORY BLDG. $.TFFWS �57777777777 r N�I ❑REPAIR ,_❑,_,,//POOL/SPA ❑YES ❑N/A b n pp�� .. y❑Y MOVE q ''� 906THER ❑NO ^tla`'�.`�'ANY PROPER Elb.�iNi r,.. ,iL YFGN� ( 4'.„�hfa`f.Y "ApvVT ii i t :. ,ttl Ill^ �tli (....�Fes, „^, .lfEGti NIh1F 9.NAME: 15.COMPANY AME: 23.COMPANY NAME: t�JA Ip r1r mR IcTo T QL tJ Ed16. ME: 24.LICENSEE NAME: G I vv')tj 10.ADDRESS: • ,/p 17.STATE OF FLORI A LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: Iq;;L6M rrc � r e 18.ADDRESS: 26.ADDRESS: 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 787AX NO.: '!7G r t6 0911 13.CELL9,0 HONE:qbQ_S CiC1 \ 21.CELS HONE: ,5 29.CELL PHONE 14.EMAIL ADDRESS: U 22.EMA`•IJL ADDRESS: 30.EMAIL ADDRESS: Wct m o► tupwlyC N 5 4 . 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. �(Q." �".', t,�a�)u nl��'; '«��to«�«,l3�aa^.�i�;1�� Gni c�g 6«F"�G a,:.,�i dl� Kik(^ .. r ,+ ¢a��p ',�,".l �x t �« ,f m& N it, �� (hy Ott.. rx r i t Il C Gr i e)9 q a � Ar Signed: Date: Signed: Date:'L7-7V Before me this day of 2007 in the county of Before me this day of 200 m the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of ,County of Notary Public at Large,State of• County of Q Personally Known ❑Personally Known ❑Produced Identification- ❑Produced Identification- Notary Signature: Notary Signature: COAB FORM BLDG01:REVISED:8/2/2007 CITY OF ATLANTIC BEACH FAPPLICATION IT BUILDING /ZONING DEPARTMENT # 800 Seminole Road / J Vr Atlantic Beach,Florida 32233 * 9 (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED DEPT: /f Y N PLANNING Property Address: �o�a / a--p C�s ' y� Z r N BUILDING tYY N PUBLIC WORKS Applicant: �[ f.� 0N PUBLIC UTILITIES Y N FIRE DEPT. Project: D Y N PUBLIC SAFETY APPROVAL REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: w Y N D.E.P HUFSTETLER UJ WY N SAR.W.M.D. CARPER Y N ARMY CORPS of ENG CARPER Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP INITIAL: DATE: —T 07 1 ST REV 0 /oo PLANNING BUILDING 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. 0 3RD REV PUBLIC SAFETY -T- C] T Return this form to the Building Department once you have entered your comments into the AS400. CITY OF ATLANTIC BEACH _ 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 O•7I I I 3 OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY h JOB„ADDRESS:'' ,; 2.VACUPTION OF WORK v.t 3.SQ.FT;UNDER ROOF„ n acts VE_ t N 4:LEGAL DESCI IPTION.=, 51 GLASSORWORK, ...,. . 6:USE OF STRUCTURE: "-` ❑NEW BUILDING ❑DEMOLITIONESIDENTIAL LOT 'BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL �7;DE5RIPTIONOEWORK:,,.,,.. - `� ❑ALTERATION ❑ACCESSORY BLDG. FiRESPRINKLER ❑REPAIR ,❑,,__,,//POOL(SPA 13 YES C3 NIA ❑MOVE WVOTHER ❑NO sPROPERTYOWNER„ .- .; ,.. . . ....�,CONTRAGTOR ,,.s;°, sa.rF.+.==,. .,. =.„L,`„ ARCHITECT/ENGINEER.:;; .,r,,,• 9.NAME: 15.COMPANY AME: 23.COMPANY NAME: 16. ME: 24.LICENSEE NAME: c.t tj 10.ADDRESS: 17.STATE OF FLORI A LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: _ -3 D 19�� M rc � Ve 18 ADDRESS: 26.ADDRESS: gob '0. ATL. Arl 11.OFFICE PHONE: P77N 19.OFFICE PHONE: 120.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 13.CELL PHONE: 21.CELL PHONE:29.CELL PHONE: 904, `tbti -s�r9v - 95o 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: ON a, Y'Qd _`�;',,.. 1EE SIMP n i�ry o NOaLDER `,W.•_ 'a BQNOINCa GgMPANY t' �� ie3ts';�??,. ttlIORTGAGE LENDER e= 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells, Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWN is, lION 1°I CONTRACTOR err _° ' M..a,.A i iii kryF I" C"G E L 2.h (. (If Agent;Power df Atfoiney or AgencyLatter,Required}. ....,;,„„.u�,r ..,, �. .,i,l t° :E,..I Iifier Only)... ,fl. r Signed: Date: Signed: Date: - Before me this day of 2007 in the county of Before me this day of 200 In the countyof 7 Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of County of Notary Public at Large,State of• County of 11 Personally Known ❑Personally Known ❑Produced Identification- ❑Produced Identification- Notary Signature: Notary Signature: COAB FORM BLDG01:REVISED:8/2/2007 MAP SHOWING SURVEY OF UNIT 3 OF FRANCIS AVENUE, A CONDOMINIUM, ACCORDING TO THE DECLARATION OF CONDOMINIUM RECORDED IN OFFICIAL RECORDS BOOK 13778, PAGE 1987 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, AND ALL EXHIBITS AND AMENDMENTS THEREOF. I ; LOT 11 I ' I 4 E.H. IDONNER'S SUBDIVISION I I PItAT BOOK 8, PAGE 4 I --------------------- < -QOf � W i Q 7-5' SETBACK 1 -----------------------, 1 O i i I Z ----------------------------------------- I N 1'rj I I I I O I t' l I 11 Ld V22-4' uw2 STORY Q ml ; ; FRAME TOWNHOUSE _ 1UQ LLJ N0. 1922 >ONQUNIT 4SETI`/2'#IRON IN89'26'40"E 9 IPP ,L8-36� , PIPE' LB 3G�2-----4--- , o 3 ----t o� 31.8' I i, FOUND CONCRETE - �p MONUMENT. LBy3672 '/' Ln Ua 2 STORY i O 0 I FOUND CONCRETE o FRAME TOWNHOUSE MONUMENT, LB#3672 NO. 1920 N W ..� .'C :;.j L4 7 ' ONCRETE W a I N00'34'13"W (F.F.E.=14,47) DRIVEWAY Q N o stoo 31 e 20-00' ��1 1:22.4'• O I CITY OF ATLANTIC BEACH FAPPLICATION MIT s' BUILDING /ZONING DEPARTMENT # J 800 Seminole Road Atlantic Beach,Florida 32233 * q (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED DEPT: Y N PLANNING Property Address: / 9aoQ��s �� Y BUILDING fz F= N PUBLIC WORKS Applicant: 4lf,e� Y N PUBLIC UTILITIES Y N FIRE DEPT. Project: O Y N PUBLIC SAFETY APPROVAL REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: of LU UJ U N D.E.P HUFSTETLER Ow Y N SA.R.W.M.D. CARPER Y N ARMY CORPS of ENG CARPER Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP INI L: AT : 1 ST REV g �l/o7orzr2� /cyr�d"J PLANNING DING 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. 3RD REV PUBLIC SAFETY Return this form to the Building Department once you have entered your comments into the AS400. CITY OF ATLANTIC BEACH m yS, 07 800 SEMINOLE ROAD,.ATLANTIC BEACH,FL 32233 t OFFICE:(904)247-5826•FAX NO.:(904)247-5845 B U IL D I N G-DEPT@COAB.U S BUILDING PERMIT APPLICATION DUVAL COUNTY r1:JOB`ADDRESS:s'. M. " a a 2,;VALUAT101 OF w0#V� 3.SQ.FTUNDER ROO,j ,, A1CI5 JE 1 4:LEGAL DESORIPTION.. .' ". 5,CLASS OF'.WOR(C`.? i"� G��:J ,, '' a $.USE OF STRUCTURE;` �,•- _ ❑NEW BUILDING ❑DEMOLITION ESIDENTIAL L07 BLOCK SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL DESCRIPTION OF WORK';(,;,. >- -.""_: """ �_' ❑ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLEJR.,, . ,n s s." ❑REPAIR _.❑,.,,//POOL/SPA ❑YES C3 NIA ❑MOVE BR'O'THER ❑NO PROPERTY,OWNER',,. '. ,-.. `>CONTRACTOR •,� "u�.,.. ARCHITECT/ENGINEER:.. 9.NAME: 15.COMPANY AME: 23.COMPANY NAME: Yr Me T , lyic�n 16. ME: 7� 24.LICENSEE NAME: Gtn 10.ADDRESS: 17.STATE OF FLORI.7_71A LICENSE 25.STATE OF FLORIDA LICENSE NO.: 19 ao -M I-C , Ve 18 ADDRESS: 26.ADDRESS: qbb D, ATL. 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: �?o 13,CSL PHONE, 1bq4-G Cj` ` 21.CEL PHONE: q,5 _ 29.CELL PHONE: 14.EMAIL ADDRESS: f•;jv)y� 22.EMAIL ADDRESS: jlv\/ 30.EMAIL ADDRESS: WCtMC%or fi, n J•�� FEE SIMPLE,TfTLE HOLDER BONDING COMPANYr ° °,;g v ;fru ,,, ,„ MORTGAGE LEND I=R 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells, Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED-ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER r '�� hlui` IiIC, CONTRACTOR, r . . t .�i.��+e,r,�tlf Agent, p m I � .. k t :Power"of Attofney or Agency Letter Required) ..,...,,, .eu.,.s,.. es: a d'3a.,Axa .,". .., ,. Pr ,.30ar ,.:( lift®[Only}.".,a.R.." ,_-.." Signed: Date: Signed: Date: 7- 2 Before me this day of ,2007 in the county of Before me this day ofVw' 200 In the county of 7 Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of County of Notary Public at Large,State of• County of ❑Personally Known ❑Personally Known ❑Produced Identification- ❑Produced Identification- Notary Signature: Notary Signature: COAG FORM BLDG01:REVISED:8/2/2007 CITY OF ATLANTIC BEACH FAPPLICATION MIT BUILDING /ZONING DEPARTMENT # r 800 Seminole Road Atlantic Beach,Florida 32233(904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM RE UIRED DEPT: Y N PLANNING Property Address: /9ao 1-a-P ev-s /�✓gz Y LN BUILDING Y PUBLIC WORKS Applicant: f Z OtrY PUBLIC UTILITIES n Y N FIRE DEPT. Project: D C.:C. Y N PUBLIC SAFETY APPROVAL REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: wY N D.E.P HUFSTETLER oLU Y N S.J.R.W.M.D. CARPER Y N ARMY CORPS of ENG CARPER Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP L: D E: ❑ 1ST REV ❑ /� PLANNING BUILDING ❑ ❑ 2ND REV ❑ ❑ PUBLIC WORKS PUBIC IE FIRE DEPT. ❑ ❑ ❑ ❑ PUBLIC SAFETY 3RD REV Return this form to the Building.Department once you have entered your comments into the AS400. Public Utilities--Distribution & Collection Date: 8/20/07 Initials: Project Name/Address: 6' Wood Fence/1920 Francis Avenue Application/Permit#: 07-1169 Check Box Appllcatioq Tracking Comments To Add Comment Avoid damage to underground water/sewer utilities. Verify vertical and horizontal (�J� location of utilities. Hand dig if necessary. If field coordination is needed, call 247- 5834. ` Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ❑ A sewer cleanout must be installed at the property line. Cleanout must be covered with ❑ an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested ❑ by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch-read meter in a properly sized vault and an appropriate ❑ backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow ❑ requirements. At a minimum, will require double check backflow preventer. Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" must ❑ be installed in a vault as noted in JEA specifications. FAPublic Works\PlanReviewComments-PU.doc CITY OF ATLANTIC BEACH .{, 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUi'LDING-dEPT@COAB.US = tv} BUILDING PERMIT APPLICATION DUVAL COUNTY „'1':JOBADDRESS;„ ,,; .� .,, e- 2;--.. 2:VALUAT,.IQN�DF,WORK 3.SQ.FT.UNDER ROOF<„.,,. tJC1S kygi, t k 4.LEGALDESCRIPTION.`.. B.USE'OF STRUCTURE / 11 NEW BUILDING ❑DEMOLITION ESIDENTIAL LOT '%O BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL ❑ALTERATION ❑ACCESSORY BLDG. 9:FIRE SPRINKLER ❑REPAIR ,❑POOL/SPA ❑YES ❑N/A ❑MOVE MOTHER ❑NO PROPERTYQWNER, .,>r- �,;' r, .n<„„ CONTRACTOR ai.. � �2', .'. . ARCHITECT/ENGINEER, 9.NAME: 15.COMPANY AME: 23,COMPANY NAME: #-6VJ��J o m� W-T I � �Ic kn u'a-L)o E ii tj . 16. ME: 24.LICENSEE NAME: GIn 10.ADDRESS: ` 17.STATE OF FLORI A LICENS NO.: 25.STATE OF FLORIDA LICENSE NO.: 19 Ve 18.ADDRESS: 26.ADDRESS: 'D. ATL. 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 7&(1-64 -246 - -309 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 90� '1b(1-scigv 52 .- 5 90 14.EMAIL ADDRESS: y— y+ 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: I�JQ»'1Qe"f"1 k) I= T44 LK FEE SIMPLEJfTLE HOLDER, { BONDING CQMPANY' S �t' � I MORTGAGE LENDER (IFC„„TI-IERTHAN OWNER) #.,. �)�.. .,, 'r „ ,.,,,: ., ia# r.* y;, °Ai :?.,a,;;�s� i z ? :,15, „ 31.NAME: 33.NAME: 35.NAME: 32,ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. **k WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. h A sr OWNER orAGEyT {° r, ,'� i I�; CQJVTRACTOR, c 38 I r ,.. tP pI n a ap .o nk a R a ....a.>:..,n. .. ,..{IfAgant,-PawefofAttorney orA9encyLetterRequiretl}. [�..( liflerOaly� Signed: Date: Signed: Date: 071 Before me this day of 2007 in the county of Before me this day of 200 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of County of Notary Public at Large,State of. County of 0 Personally Known ❑Personally Known ❑Produced Identification- ❑Produced Identification- Notary Signature: Notary Signature: COAB FORM BLDG01:REVISED:8/2/2007 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 CERTIFICATE OF OCCUPANCY P E R M A N E N T Issue Date . . . . . . 5/11/07 Parcel Number . . . . . - - - Property Address 1922 FRANCIS AVE ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . BEACHES HABITAT Contractor . . . . . . BEACHES HABITAT 904 241-1222 Application number 06-00034078 000 000 Description of Work MULTI-FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: . 1 • � 7 Contractor Name: #4&rcr Permit #: S40 V Property Address: /92 Z &7)C/5 A6 Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ❑ Single-Family Residence ❑ Commercial Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works Public Utilities Building Planning - / Final Survey with FFE v Yes No All Re-Inspect Fees Paid V Yes No Termite Treatment V Yes No Order: 14476 159 19TH STREET NORTH Work Date: 03/23/07 Friday JACKSONVILLE BEACH, FL 32250 Time: 09:45 TERMER' Map: 800.575.3764(FROG) Route: TERMITE BAITING Tech: 2 904.242.9002 SHAWN BERRYHILL Location:[101445] Bill-To:[101445] I Lic: BEACHES HABITAT Phone 904-334-2278 Target Pest: Last Service: 11/27/06 ATTN PAUL 1920 FRANCIS AVE P0: ATLANTIC BEACH, FL 32233 Count : DESCRIPTION PRE-CONSTRUCTJO i FINISH UP Subtotal We are grateful for your business. Tax $ . ? Total $Q QO Thank you, DAVID HONRATH,OWNER ®NeA TONAL •Once-A-Year Pest Prevention •Rodent Proofing .... -Quarterly Pest Prevention •Real Estate Inspections(WDO) WA ..'Arl.11 �ak=�• a%of •Termite Baiting Systems •Preconstruction Soil Treatments PLEASE REMIT STUB WITH PAYMENT co+.mw.xan.+w J M c Y p � ti Cn X 4� ro v � a v 2 �Ad n. ® J1 N Q "(y rD o w p Q rn DI' c� "rot B Q. N °° 'rJCf- n 7- rn t ' t9 f9 �• ry � ,'�. Off-' � w'S N. A r'7 ro11 L O o i CL - O w O" CITY OF ATLANTIC BEACH 800 SEIVIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034177 Date 10/27/06 Property Address . . . . . . 1920 FRANCIS AVE Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc NEW SVR 150 AMPS ------- --------------------------------------------------------------------- Owner Contractor ------------------------ - ---------------------- BROOKS & LIMBAUGH ELECTRIC CO 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 (904) 241-9051 ------- -------------------------------------- ------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/25/07 ------- --------------------------------------------------------------------- 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. CITY OF ATLANTIC BEACH - = ELECTRICAL PERMIT APPLICATION Date: I Property Address: Owner: Telephone#: . l-/22 t Contractor: -d- Telephone #: Contractor Address: �2fir, Fax#: Contractor Signature. [n consideration of permit given for'lioinj thwor as escribed in the above statement we hereby agree to perform said work in accordance with the attached plans and speci 'cations hich are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: I Building Type: ❑ Trailer Service: If other construction is lf New 2� Residence ❑ Temp. New being done on this building❑ Old L] Commercial r L]Coercial 0 Si¢is Increase e site, u the building oPer�:it r.un:bPr• I ❑ Re-wire ❑ Addition Sq. Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS �.5v PFI J W VOLT Z�! WAY Existing Service RACE Size AMPS PFI W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets V CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air FHTING H.P. RATING CEILING KW-HEAT ConditioningR OTHER MOTORS AMPS HEAT Motors VOLTAGE PH NO. OVER 1 H.P. PHS OVER600V TransformersKVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • Revised 1/04 CITY OF ATLANTIC BEACH r� V 800 SEAHNOLE ROAD s = ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 1519f Application Number . . . . . 06-00034077 Date 10/27/06 Property Addressl . . . . . . 1920 FRANCIS AVE Application typeldescription MULTI-FAMILY RESIDENCE Property Zoning ! . . . . . . TO BE UPDATED Application valuation . . . 80000 ---------------------------------------------------------------------------- Application desc 'j RESIDENTIAL DUPLEX ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 --------------------- ------------------------------------------------------ Permit BUILDING PERMIT Additional desc Permit Fee 380. 00 Plan Check Fee 190 . 00 Issue Date . . valuation . . . . 80000 Expiration Date .1 4/25/07 ---------------------------------------------------------------------------- Other Fees . . .l . . . . . . CITY RADON SURCHARGE .30 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 5.81 AB CONSTRUCTION SURCHARGE . 64 STATE RADON SURCHARGE 5 .77 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 400 .00 WATER CONNECT/METER ONLY 85. 00 WATER CROSS CONNECTION 35 . 00 ----------------------t------------------------------------------------------ Fee summary j Charged Paid Credited Due -----------------t ---------- ---------- ---------- ---------- Permit Fee Totall 380 . 00 380 . 00 . 00 . 00 Plan Check Total! 190 . 00 190 . 00 . 00 . 00 Other Fee Total 2107 . 52 2107 . 52 . 00 . 00 Grand Total 2677 .52 2677 .52 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WTIN ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ! ` 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 t , Application Number . . . . . 06-00034171 Date 10/27/06 Property Address ; . . . . . . 1920 FRANCIS AVE Application typedescription PLUMBING ONLY Property Zoning . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------=------------------------------------------------------ Application desc ; 13 fixtures ---------------------------------------------------------------------------- Owner Contractor ADVANTAGE PLUMBING GREG GAUSE INC 632 2ND AVENUE NORTH JAX BEACH FL 32240 (904) 247-9848 --------------------- - ----------------------- ------------------------------ Permit . . . . PLUMBING PERMIT Additional desc . . Permit Fee 126 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Expiration Date 4/25/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due -------------- Permit Fee Tota'1 126. 00 126. 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 126 . 00 126 . 00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTTC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. f CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Property Address: Owner: L" Telephone #: Contractor: N A x•11 FlG � � � lim 1t4�-, Telephone #: Contractor Address: 1 Fax #: y��/_ 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, L /New list the building permit number: ❑ Re-Pipe Number of Fixtures: 2 Bath Tubs Showers 2 Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Z- Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 I Total Fixtures: 1 ,3 X $7.00 + $35.00 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www,ci.atiantic-beach.fl.us Revised 1/04 >s CITY OF ATLANTIC BEACH a `` PLAN REVIEW SHEET Ro S.Makowski Building Department Public Works&Public Utilities Departments i ins 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 ar (904)247-5800 (904)247-5834 aluznia (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS a Z Permit Application# 6 340 -77 Property Address /9 a o 7&Gy Too- Applicant: { Project: This permit application has been: Approved as noted by the �Department. Final application approv ust come from the Building Department. Reviewed and the following items need attention: '— 0 N a �� Z ml Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the cor e t department may delay your permit from being issued. Reviewed By: Date: Date Contractor Notified: > IT" �/O 7:S A,e�s�sfs 1 Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. October 13, 2006 Mr. Stan Makowski Building Official City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Stan, Attached are the following materials in support of Beaches Habitat application for a building permit for 1920-1922 Francis Avenue: 1) One (1) copy of Building Permit Application 2) Four(4) copies of architectural plans 3) Two (2) copies of structural engineering plans 4) Two (2) copies of product approvals/test results for a. External doors b. Windows c. Shingles d. Fire Wall System e. Fire Retardant Paint 5) Two (2) copies of HVAC Drawings 6) Two (2) copies of roof truss plans 7) Two (2) copies of floor truss plans 8) Two (2) copies of HVAC Energy Sheets 9) One (1) copy of recorded Notice of Commencement 10)One (1) copy of letter to Ms. Doerr regarding site drawing 11)One (1) copy of letter to Ms. Kaluzniak regarding fire sprinkler&irrigation systems. 12)One (1) copy of letter to Mr. Carper regarding drainage, and erosion& sediment control plans. Please let me know if any additional information is required. Thank you, Sincerely, Paul Finley Construction Manager 904.334.2278 P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241-1222 Plan Review Check List All of Atlantic beach is in. 120 mph. Exposure C Wind load calculations to match. FBC 106.3.5 Two sets of Product Approval's for all exterior doors, windows, skylights, cladding, garage doors, shutters,roofing, etc showing pressures that they were tested too, including installation instruction's . &RAW 6;,—A7-VY-F5 .sS3 •o�Z Wind pressures,pos and neg on all the openings. FBC 106.3.5 Site specific structural drawings no cookbook engineering.FBC 106.3.5 A full wall section from foundation to roof. FBC 106.3.5 Show all shear walls. FBC 106.3.5 Connector schedule for all connections truss,rafters, columns to beams, beams to walls etc. FBC 106.3.5 Egress windows in all bedrooms. FBC R 310 Halls 36"FBC R 311.3 Front door 36"FBC R 311.4.2 Garage door to house 20 min fire rating. FBC R 309.1 Duct penetration in to the garage minimum No. 26 gage sheet metal. FBC R 309.1.1 5/8 Type X Drywall ceiling of garage if living space above, V2 all remaining. FBC R 309.2 Smoke detectors in all bedrooms and outside each sleeping area etc. FBC R 313.1 Smoke detectors in existing areas to be wired together—remodel FBC R 313.1.1 see Exceptions. Arc fault branch circuits all bedrooms. (receptacles, lighting, etc) NEC 2000 210.12 (B) Under stair protection. FBC R 311.2.2 NOTICE OF COMMENCEMENT State of Florida Tax Folio No. County of Duval To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. 1. Legal Description of property being improved:Francis Avenue Condominiums Units 3 &4 2. Address of property being improved: 1920-1922 Francis Ave. Atlantic Beach FL 32233 3. General description of improvements: Construct residential duplex 4. Owner: Beaches Habitat Address: 1671 Francis Ave. Atlantic Beach FL 32233 5. Owner's interest in site of t'he improvement: 6. Fee Simple Titleholder(if other than owner): Name: ntractor: Beaches Habitat Address: 1671 Francis Avenue Atlantic Beach FL 32233 Telephone No.: 904-241-1222 Fax No.: 904-241-4310 8. Surety(if any): Address: Amount of Bond$: Telephone No.: Fax No.: 9. Name and address of any person making a loan for the construction of the improvements: Name: Address: Telephone No.: Fax No.: 10. Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No.: Fax No.: 11. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No.: Fax No.: 12. Expiration date of Notice of Commencement(the expiration date is one(1)year form the date of recording unless a different date is specified): December 31 2007 OWNER � Signed: Date: This"r74- day of in t e Co nt f uv lam State of Florida,has personally appeared beforc Notary Public at Large,State of lorida,�ou Count of Duv My commission expires:- Personally Personally Known: ✓ Produced Identification: SHIRLEY C,GRAHAM ."Ay PV'4 Notary Public-Stow of Fladde r^. _My Commission Expires Feb 14,2010 THIS SPACE FOR RECORDER'S USE ONLY =n+ 4':P: Commission#DD 518533 6 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AN DUPLEX CONSTRUCTION) Date: 10/13/06 Job Address: 1920-1922 Francis Ave(duplex) Owner of Property: Beaches Habitat J Address: 1671 Francis Ave.,Atlantic Beach,FL 32233 Telephone:_(904)241-1222 Legal Description: Block Number: Francis Ave Condos,Units 3 &4 Lot Number:_Zoning District: cok-p Contractor: Beaches Habitat X> State License Number: F.•S- 481• iy3(1 gam— Contractor's Address: 1671 Francis Ave. Atlantic Beach FL 32233 0 Telephone:_ 904 241-1222 E Fax: (904)241-4310 Describe proposed use and work to be done: construct residential duplex R O V aENCN ITYOFNS G01" Present use of land or building(s): vacant land n 6 Valuation of proposed construction: $80,000.00 v Is approval of Homeowner's Association or other private entity required?No If yes,please submit with �y Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ No. Applicant certifies that no change in site grade or fill material will be used on this project. 1, YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. L/YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. (See attached Tree Removal permit) 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)247-580–Fax::(904)247-5845–http://www.ei.atlantic-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 they type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including 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 information provided with this application is correct. Signature of owner: i�---P Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: �� y--� Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: Paul Finley,Construction Manager Mailing Address: 1671 Francis Ave. Atlantic Beach FL 32233 Telephone: (904)334-2278 Fax: (904)241-4310 E-Mail: AS TO OWNER: �' Sworn to nd su scribe b for t 's --�Jy day of —>20 Florid Nwiy Pubk•Sbb d Florida CammwioeE*wMey30,2010 Notary's Signature: COWFAM �P W 557310 LIT] known 9W49d �"Mouce r entification Type of identification produced AS TO CONTRACTOR: / A Sworn to and subscribed before me this_/ day of .20 �T State of Florida,County of Duval Notary's Signature: tit a4lkC42_1 —ON Y .,y1 A. nally� No"Pubic•Sbb of Florida Produced identification CW01Woe9VftMry30,2010 Type of identification produced Cc m i ml do a•W 537310 �ondad NO"NaWy AM. 800 Seminole Road—Atlantic Beach,Florida 32233-5445 Telephone:(904)247-580—Fax::(904)247-5845—http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 s� CITY OF ATLANTIC BEACH f•�Jsl�� FLOOD PLAIN DEVELOPMENT INFORMATION Location: 1920-1922 Francis Ave. Atlantic Beach FL 32233 Type of Development: Residential duplex Flood Zone: X Required Lowest Floor Elevation: 14.50 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 Permit. 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 1/17/03 r CITY OF ATLANTIC BEACH J' J, 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033500 Date 7/14/06 Property Address . . . . . . FRANCIS AVE Tenant nbr, name . . . . . . TREE REMOVAL Application description . . . TREE PERMIT Property Zoning . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --- -- - - -- - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - -- -- -- - BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 -- -- - - - - -- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - -- - ------ --- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 7/14/06 Valuation . . . . 0 Expiration Date . . 1/11/07 -- --- - - --- - -- - - - - - - - ---- - - -- -- - - - -- - - - - - - - - - -- - - - - - - - - - - ---- - - -- - - ------ - --- Special Notes and Comments APPROVED TO REMOVE A 24 " SYCAMORF; IN THE INTERIOR ZONE AND A 20 " PALM IN THE EXTERIOR ZONE, IN ADDITION TO SIX UNPROTECTED TREES (CAMPHOR, CHINABERRY & PALM) . HARDWOOD MITIGATION REQUIRED IS 1211 , WITH 5" CREDITED FOR A SYCAMORE TO BE PROTECTED. PALM MITIGATION OF 10 : IS REQUIRED . 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 PERMIT IS APPRO ONLY CORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES RICK CARPER,PUBLiORKS RECTOR t Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. October 25, 2006 Mr. Stan Makowski Building Official City of Atlantic Beaches Habitat 800 Seminole Rd. Atlantic Beach, FL 32233 Stan, Regarding the 10/20/06 comments for the 1920/1922 Francis Ave. building permit, I have done the following: Item 1 —No changes made per your 10/23/06 review of the plans. Per your suggestion, I did add a note on page A9 of the architectural plans about not penetrating the roof within 4 feet of the firewall. Item 2—No changes made per your 10/23/06 review of the plans. Item 3 —Page A10 of the architectural plans has been updated to include the locations of the electric service meters and distribution panels. Item 4—Page A4 of the architectural plans has been updated to show the location of the attic access. Please let me know if additional information is needed. Sincerely, A��rt'�� Paul Finley Construction Manager 904.334.2278 attachment P.O. Box 50939 9 Jacksonville Beach, Florida 32240 (904) 241-1222 • CITY OF ATLANTIC BEACH «< M PLAN REVIEW SHEET m16R J Smakowsk' Building Department Public Works&Publif lities Departments L. ns 800 Seminole Road 1200 Sandpiper Lane S. Doerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 ar er (904)247-5800 (904)247-5834 . aluznia (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS / 0 Permit Application# 66 - 3 40 -77 U Property Address _ 907 0 ,(�(,�f 4,5' -- Applicant: G'j Project: This permit application has been: Approved as noted by the 17h� Department. Final application approval must cor6e from the Building Department. Reviewed and the following items need attention: S- [ie r Ply Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: Date: a � 2006 € Date Contractor Notified: �,� t r;v11`j fyi s CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Route to: Makows ' <" Building Department Public Works&Public Utilities Departments . HI a a ms Jl1�� 800 Seminole Road 1200 Sandpiper Lane C1. Doerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 ar er (904)247-5800 (904)247-5834Kaluz ' (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS / 0 Permit Application# 40 7-7 Property Address Applicant: r Project: This permit application has been: � Approved as noted b the " �' Department.� PP Y Final application approval must come from the Building Department. Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your pe mit from being issued. Reviewed By: _ c 1, Ci �)D _ 1 e: Date Contractor Notified: L Y;__ Chapter 4 - Best Management Practices for Erosion and Sediment Control EXTRA 57REN67H FILTER I=ABRIG NEEDED WITHOUT KRE ME5H SUPPORT STEEL OR WOOD POST �-' FLOW W 10 FT MAX 5PAGIN6 WITH \ WIRE 3iJF't'O}tT FENCE \ b FT MAX SPACING WITHOUT WIRE V-PPORT FENCE PONDING HT. PONDING HT. 5TER OR FILTER PABRIG WOOD POST ATTACH SECURELY 36" HI 7H MAX TO UPSTREAM 51DE OF P05T. 44 RUNOPP RUNOFF(REGOMl�NDED) ~�_t 5TORA&EHT. . -f o� S" 12° MIN. 12" MIN. 4"xb" TRENCH WITH GOMPAGTED GRAVEL BACKFILL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE 5AGKFILL TR.ENGH WITH GRAVEL NOT'1~: I. IN5PECT AND REPAIR FENCE AFTER EACH 5TORM EVENT AND REMOVE 5EDIM IT N&fEN N3G1r55ARY. 2. REMOVED SEDIMENT SHALL 5E DEPOSITED TO AN AREA THAT NULL NOT CONTRIBUTE SEDIMENT OFF-51TE AND CAN BE PERMANE=NTLY 5TA131 L.I Z3=D. 3, SILT FENCE 5HALL BE PLACED ON 5LOPE= CONTOURS TO MAXIMIZE PONDING EffIGIENGY, Plate 4.06e Silt Fence Source: Erosion Draw 4-29 Habitat for Humanity of the Jacksonville Beaches, Inc Ek 97, Comp. By: CEK Date: 7/31/2006 Francis Road Duplexes Atlantic Beach Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion,and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 16,004 ft Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 0 16,004 0.95 0.00 Pervious 16,004 16,004 0.20 0.20 Runoff Coefficient(C)= 0.20 Runoff Volume V= 0.20 x 16,004 x 9.3 / 12 V= 2,481 ft Postdevelopment Runoff Volume: Lot Area(A) = 16,004 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 5,788 16,004 0.95 0.34 Pervious 10,216 16,004 0.20 0.13 Runoff Coefficient(C)= 0.47 Runoff Volume V= 0.47 x 16,004 x 9.3 / 12 V= 5,845 ft Required Storage Volume AV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume OV= 5,845 - 2,481 AV= 3,364 ft 6 units Retention Stormwater Calcs 7/31/2006 Habitat for Humanity of the Jacksonville Beaches, Inc Comp.By: CEK Date: 7/31/2006 Francis Road Duplexes Atlantic Beach Provided Storage: Elevation Area Storage (ft) (ft') (ft) 12.4 1,560 0 BOTTOM 12.5 1,670 161 13.0 2,915 1,308 13.6 4,335 3,483 TOB Required Storage Volume: 3364 'ft; Supplied Storage Volume: 3483 ft; 6 units Retention Stormwater Ca)cs 7/31/2006 Stair drawing to show thy comply with all of R311.5 width,headroom,riser height, tread depth, profile, Landings, handrails—height—continuity—grip size, Illumination. FBC 106.3.5 Riser diagram electrical FBC 106.1.1 Load calculations for electrical. FBC106.1.1 AC drawings FBC 106.1.1 Two full sets of Energy calculations FBC Chapter 13 Two full sets of truss plans. Draft stopping for floor truss FBC R 502.12 Tempered glass in hazardous locations. FBC R 308.4 Attic access shown. FBC R 807.1 not less than 22in by 30in. Attic ventilation FBC R 806.1 Accessibility FBC R 322.1.1 one bath on grade level with 29" clear opening. ` Ash Es tos. Sv,ej/1 y cpm, %4 I- 02 1jQW0 R&PO IW-10,� 5s , y6 �. Doi fka-104 5 r -T065 lit e)� CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET ^�Jit1t)r' Date zL& Permit Number d (®'3007 Address / Contact Name Phone RC1 Heated Square Footage /oZ/� @ $ per sq ft=$ G�r,agc Shed @ $ per sq ft= $ Carport/Porch @ $ per sq ft= $ Deck @ $ per sq ft= $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ Total Valuation st $ $ Remaining Value $ per thousand or.portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: +1/2 Filing Fee $ FLOOD ZONE: ( )Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: AB CONSTRUCTION SURCHARGE/2,9Z $ _ CAPITAL IMPROVEMENT $ CITY.RADON SURCHARGE Z/ $ SECTION H MVACT FEE $ _ SEWER WACT FEES $ Q r SEWER TAP FEES $ 49- ST CONSTRUCTION SURCHARGE 12,17- $ STATE RADON SURCHARGE-L21;; $ WATER CONNECT/NSTER ONLY $ WATER CONNECT/TAP&METER $ WATER CROSS CONNECTION $ WATER IMPACT FEE $ O~ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS:--/?.2Q Dll-SW7 to//P ©(p DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNFTS Automatic clothes washers,commercial 3 Automatic cibthes washers, residential 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 Drinking fountain/lcemaker Floor drains 2 Hose bib 1 �, Kitchen sink, domestic 2 Kitchen.sink, domestic with food waste grinder and/or dishwasher 2 l Laund tray 1 or 2 compartments) 2 Lavatory1 Shower com artnmt; domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less Wash sink circular or multiple)each set of faucets 2 Water closet, fiushometer tank,public or private 4 Water closet,private installation 4 Water closet, pubfic installation 6 TOTAL NUMBER OF UNIT' MULTIP ED X 20 TOTAL$ t Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. October 13, 2006 Ms Sonya Doerr Community Development Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Doerr, I have submitted a building permit application for a duplex at 1920-1922 Francis Avenue. Attached is (1) a copy of the survey for the undeveloped lot, and(2) a detailed site plan for the duplex. Please give me a call (904-241-1222) if you require any additional information. Sincerely, Paul Finley Construction Manager P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241-1222 ,rJJi- �S CITY OF ATLANTIC BEACH =''<S PLAN REVIEW SHEET Routed to: .Makows Building Department Public Works&Public Utilities Departments L. Hi s 800 Seminole Road 1200 Sandpiper Lane . Do Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 Car er (904)247-5800 (904)247-5834 . Ka znia (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# i� 6 - 34077 Property Address Applicant: &aalld, �7'� r Project: This per ' application has been: Approved as noted by the 7�117f Department. Final application approval must co4ne from the Building Department. Reviewed and the following items need attention: . l Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from -being issued. Reviewed By: g7 ->a cc�-� '- Date: Date Contractor Notified: gri , Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. October 13, 2006 Mr. Rick Carper Public Works Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Rick, Attached are items relative to our Building Permit application for 1920-1922 Francis Avenue: 1. A copy of the Construction Management Plan is attached. This document shows (1) planned drainage, and(2) location of silt fence, and(3) location of our dumpster and construction trailer. 2. A copy of the Storm Water Calculations for the Francis Road Duplexes is attached. 3. Impervious calculations are as follows: a. Total square footage of lot= 5,660 b. Total impervious square footage= 2,075 i. Slab = 1,260 sq ft ii. Walks and drive= 815 sq ft c. Percent impervious= 37%. Please give me a call if you require any additional information. Sincerely, Paul Finley Construction Manager 904.334.2278 P.O. Box 50939 • Jacksonville Beach, Florida 32240 (904) 241-1222 Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. October 13, 2006 Ms Donna Kaluzniak Public Utilities Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Kaluzniak, I have submitted a building permit application for a duplex at 1920-1922 Francis Avenue. Beaches Habitat will not be installing a fire sprinkler in this structure. In addition, we will not be installing an irrigation system. Please give me a call (904-241-1222) if you require any additional information. Sincerely, Paul Finley Construction Manager P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241-1222 t CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: 1920-1922 Francis Ave. Atlantic Beach, FL 32233 Type of Development: Residential duplex Flood Zone: X Required Lowest Floor Elevation: 14.50 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 Permit. 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: /ij Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1(17(03