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Permit 1470 Marshview Ct (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: t t� k Si-AVUP_ � C--4 - Type Work: Property Owner: Phone # N Contractor: Phone # Permit#: �� �1 Date Issued: Tree Permit# `= C7` `�.Y ( g(Q Foundation Permit# Demolition Permit# BUILDING ELECTRIC pq 21 L�Z MECHANICAL 01) PLUMBING Tem .Power# 2-1 Footing I 1�. lub JEA_Release Date UI .I Temp. Power Slab 2.-1 os Letter Rec'd. Underslab 09-Cha" Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date 300iZ- Nailing/ Water/ Sheathing Sewer Rough/ Framing , Rough . Rough Topout Insulation % I� (� JEA Release Date Building Electric Mechanical Plumbing (J-C°R-05 Final Final Final Final tj �� zy JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final 1ofing Permit# I III Inspect: Nailing/Sheathing Final ipection: Inspections: Date Paid: FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Bestcon Homes Osborn residence Builder: Bestcon Homes Address: Lot 24 Hidden Paradise Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Osborn Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ 1 a. Central Unit Cap:30.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap:36.0 kBtu/hr _ 5. Is this a worst case? Yes - SEER: 12.00 6. Conditioned floor area(ft2) 2506 ft2 c. N/A 7. Glass area&type Single Pane Double Pane _ a. Clear glass,default U-factor 0.0 ft2 533.0 ft2 _ 13. Heating systems b. Default tint 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF:8.00 _ 8. Floor types _ b. Electric Heat Pump Cap:36.0 kBtu/hr a. Raised Wood,Adjacent 14$Y ft2 = HSPF:8.70 = b. Slab-On-Grade Edge Insulation R=0.0, 149.0(p)ft c. N/A ® - c. N/A 9. Wall types _ 14. Hot water N s a. Frame,Wood,Exterior R=11.0,2083.0 ft2 _ a. Electric R st WWW Cap:50.0 gallons b. Frame,Wood,Adjacent R=11.0,271.0 ft2 _ EF:0.91 _ c. N/A _ b.N/A d.N/A _ e. N/A c. Conservation credits _ 10. Ceiling types _ (HR-Heat recovery,Solar a. Under Attic R=30.0, 1599.0 ft2 _ DHP-Dedicated heat pump) b.Under Attic R=19.0, 180.0 ft2 _ 15. HVAC credits _ c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts _ HF-Whole house fan, a. Sup:Con. Ret:Con. AH(Sealed):Garage Sup.R=6.0, 175.0 ft _ PT-Programmable Thermostat, b. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,200.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.21 Total as-built points: 38022 PASS Total base points: 38471 I hereby certify that the plans and specifications covered 1 Review of the plans and by this calculation are in compliance with the Florida specifications covered by this yosczH>sST,���O Energy Code. calculation indicates compliance PREPARED BY: with the Florida Energy Code. Before construction is completed v DATE: this building will be inspected for `� a tr I hereby certify that this buildiryo is designed, is in compliance with Section 553.908 compliance with lor' a nergy C Florida Statutes. Dov OWNE G BUILDING OFFICIAL: DATE: (o DATE: EnergyGauge®(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 24 Hidden Paradise,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT FGLASSESditioned X BSPM = Points Overhang oor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2506.0 20.04 9039.6 Double,Clear N 7.0 8.0 30.0 19.20 0.73 420.8 Double,Clear W 1.0 8.0 5.0 38.52 0.99 191.0 Double,Clear S 11.0 8.0 58.0 35.87 0.48 1001.3 Double,Clear E 9.0 8.0 30.0 42.06 0.49 614.1 Double,Clear S 20.0 8.0 37.0 35.87 0.44 581.5 Double,Clear SE 2.0 8.0 12.0 42.75 0.88 453.2 Double,Clear E 2.0 8.0 36.0 42.06 0.91 1382.1 Double,Clear NE 2.0 8.0 12.0 29.56 0.92 326.5 Double,Clear E 1.5 19.0 36.0 42.06 1.00 1507.9 Double,Clear N 1.5 8.0 48.0 19.20 0.97 891.4 Double,Clear W 1.5 8.0 63.0 38.52 0.96 2325.3 Double,Clear S 10.0 8.0 58.0 35.87 0.49 1018.3 Double,Clear E 1.5 8.0 29.0 42.06 0.96 1168.0 Double,Clear S 1.5 8.0 30.0 35.87 0.92 993.5 Double,Clear E 1.0 8.0 49.0 42.06 0.99 2042.7 As-Built Total: 533.0 14917.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 271.0 0.70 189.7 Frame,Wood, Exterior 11.0 2083.0 1.70 3541.1 Exterior 2083.0 1.70 3541.1 Frame,Wood,Adjacent 11.0 271.0 0.70 189.7 Base Total: 2354.0 3730.8 As-Built Total: 2354.0 3730.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 174.0 6.10 1061.4 Exterior 174.0 6.10 1061.4 Adjacent Wood 19.0 2.40 45.6 Base Total: 193.0 1107.0 As-Built Total: 193.0 1107.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1531.0 1.73 2648.6 Under Attic 30.0 1599.0 1.73 X 1.00 2766.3 Under Attic 19.0 180.0 2.34 X 1.00 421.2 Base Total: 1531.0 2648.6 As-Built Total: 1779.0 3187.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 149.0(p) -37.0 -5513.0 Raised Wood,Adjacent 19.0 484.0 0.40 193.6 Raised 484.0 -3.99 -1931.2 Slab-On-Grade Edge Insulation 0.0 149.0(p -41.20 -6138.8 Base Total: -7444.2 1 As-Built Total: 633.0 -5945.2 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 24 Hidden Paradise,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2506.0 10.21 25586.3 2506.0 10.21 25586.3 Summer Base Points: 34668.2 Summer As-Built Points: 42584.0 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 42584.0 0.455 (1.000 x 1.147 x 0.95) 0.284 1.000 5972.9 42584.0 0.545 (1.090 x 1.147 x 0.86) 0.284 1.000 7167.5 34668.2 0.4266 14789.4 42584.0 1.00 1.085 0.284 1.000 13140.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 24 Hidden Paradise,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT FGLASSESditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2506.0 12.74 5746.8 Double,Clear N 7.0 8.0 30.0 24.58 1.02 749.7 Double,Clear W 1.0 8.0 5.0 20.73 1.00 103.9 Double,Clear S 11.0 8.0 58.0 13.30 3.18 2453.2 Double,Clear E 9.0 8.0 30.0 18.79 1.32 744.1 Double,Clear S 20.0 8.0 37.0 13.30 3.61 1776.1 Double,Clear SE 2.0 8.0 12.0 14.71 1.10 193.5 Double,Clear E 2.0 8.0 36.0 18.79 1.04 700.5 Double,Clear NE 2.0 8.0 12.0 23.57 1.01 284.6 Double,Clear E 1.5 19.0 36.0 18.79 1.00 679.9 Double,Clear N 1.5 8.0 48.0 24.58 1.00 1180.8 Double,Clear W 1.5 8.0 63.0 20.73 1.01 1320.4 Double,Clear S 10.0 8.0 58.0 13.30 3.09 2380.4 Double,Clear E 1.5 8.0 29.0 18.79 1.02 555.8 Double,Clear S 1.5 8.0 30.0 13.30 1.04 415.3 Double,Clear E 1.0 8.0 49.0 18.79 1.01 928.5 As-Built Total: 533.0 14466.7 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 271.0 3.60 975.6 Frame,Wood, Exterior 11.0 2083.0 3.70 7707.1 Exterior 2083.0 3.70 7707.1 Frame,Wood,Adjacent 11.0 271.0 3.60 975.6 Base Total: 2354.0 8682.7 As-Built Total: 2354.0 8682.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 174.0 12.30 2140.2 Exterior 174.0 12.30 2140.2 Adjacent Wood 19.0 11.50 218.5 Base Total: 193.0 2358.7 As-Built Total: 193.0 2358.7 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1531.0 2.05 3138.6 Under Attic 30.0 1599.0 2.05 X 1.00 3277.9 Under Attic 19.0 180.0 2.70 X 1.00 486.0 Base Total: 1531.0 3138.6 As-Built Total: 1779.0 3763.9 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 149.0(p) 8.9 1326.1 Raised Wood,Adjacent 19.0 484.0 2.20 1064.8 Raised 484.0 0.96 464.6 Slab-On-Grade Edge Insulation 0.0 149.0(p 18.80 2801.2 Base Total: 1790.7 1 As-Built Total: 633.0 3866.0 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 24 Hidden Paradise,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2506.0 -0.59 -1478.5 2506.0 -0.59 -1478.5 Winter Base Points: 20238.9 Winter As-Built Points: 31659.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 31659.6 0.455 (1.000 x 1.169 x 0.95) 0.426 1.000 6791.0 31659.6 0.545 (1.069 x 1.169 x 0.88) 0.392 1.000 7493.5 20238.9 0.6274 12697.9 31659.6 1.00 1.107 0.407 1.000 14259.6 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot 24 Hidden Paradise,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 50.0 0.91 4 1.00 2655.47 1.00 10621.9 As-Built Total: 10621.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 14789 12698 10984 38471 1 13140 14260 10622 38022 PASS X04 IRE ST,9T�O� + o EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot 24 Hidden Paradise,Atlantic Beach, FI, 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/s .ft.window area; .5 cfm/s .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 topplate_ 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 perimeterpenetrations 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; I attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is _ _ I installed that is sealed at the perimeter,at enetrations 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 _—Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFP-A, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric)or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%._ Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =82.2 The higher the score,the more efficient the home. Osborn, Lot 24 Hidden Paradise, Atlantic Beach, Fl, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:30.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap:36.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 12.00 _ 6. Conditioned floor area(ft2) 2506 ft2 c. N/A _ 7. Glass area&type Single Pane Double Pane _ - a. Clear-single pane 0.0 ft2 533.0 ft2 _ 13. Heating systems b. Clear-double pane 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 0.0 ft2 - HSPF:8.00 _ d. Tint/other SHGC-double pane b. Electric Heat Pump Cap:36.0 kBtu/hr _ 8. Floor types _ HSPF:8.70 _ a. Raised Wood,Adjacent R=19.0,484.0ft2 _ c. N/A b. Slab-On-Grade Edge Insulation R=0.0,149.0(p)ft _ _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,2083.0 ft2 _ EF:0.91 b. Frame,Wood,Adjacent R=11.0,271.0 ft2 _ b. N/A _ a 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, 1599.0 W _ 15. HVAC credits _ b.Under Attic R=19.0, 180.0 W _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH(Sealed):Garage Sup.R=6.0, 175.0 ft _ MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,200.0 ft MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) �ZIiE s71 in this home beforea i pection.Otherwise,a new EPL Display Card will be completedY�,, based on installed oc pliant features. Builder Signatur Date: y Address of New Home:�7 / JUllL item C_ r4_ity/FL Zip:� ,f(C� I coDwE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may qual ify 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 850/487-1824. EnergyGauge®(Version: FLRCPB v3.30) RIGHT-J LOAD AND EQUIPMENT SUMMARY 01 Zone Down Energy Design Systems Job: 11/8104 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project • • For: Osborn residence Lot 24 Hidden paradise,Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 20395 Btuh Structure 22334 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 20395 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 21664 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3325 Btuh Area (ft') 1047 1047 Total latent equip. load 4015 Btuh Volume(ft') 10470 10470 Air changes/hour 0.76 0.43 Total equipment load 25679 Btuh Equiv.AVF (cfm) 133 76 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wri0htsoft Right-Suite Residential T""5.0.66 RSR29784 2004-Nov-08 22:22:01 SCCA cmocuments and Settings\customer\My Documents\Wrightsoft\Bestcon Osbom res 24 Hidden Paradise.rs Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Up Energy Design Systems Job: 1118/04 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project • • For: Osborn residence Lot 24 Hidden paradise,Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 24971 Btuh Structure 25577 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 24971 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 24810 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3592 Btuh Area (ft') 1459 1459 Total latent equip. load 4282 Btuh Volume(ft) 13131 13131 Air changes/hour 0.65 0.37 Total equipment load 29092 Btuh Equiv. AVF (cfm) 143 82 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. !- wrightsoft Right-Suite Residential TM 5.0.66 RSR29784 2004-Nov-08 22:22:01 FlC.C.P� C:\Documents and Settings\customer\My Documents\Wrightsoft\Bestcon Osbom res 24 Hidden Paradise.rs Page 2 0 tivs rs6.Osbome Lot 24 Hidden Paradise SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 12/16/2004 CONSTRUCTION JOB ADDRESS: Lot 24 Hidden Paradise 1470 Marsh View Court Atlantic Beach, FL 32233 All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable—"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: NA Slump: NA Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A I Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: N/A If Concrete Block-Size: N/A Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: N/A Number: N/A Spacing: N/A N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A ump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R-Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponta Vedra Beach,FL 32082 Page 1 904 246-3747 • Fax 904 246-7126 bwne-Osborne Lot 24 Hidden Paradise 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: NIA Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A Finish &Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish &Curing Compound/Sealer:Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: Varies Finish &Curing Compound/Sealer: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: T wide Finish &Curing Compound/Sealer: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 8'x 10' Finish &Curing Compound/Sealer: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 16'wide Finish &Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: 2-#5 at perimeter FOUNDATION BOLTS-Spacing:'/Z"x 10" 32"O.C. Location: At perimeter EXPANSION JOINTS-Type: None Location: NIA CONTROL JOINTS-Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists;floor joists; sub flooring; plates;exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging; joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks,treads and risers. BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 2 904 246-3747 - Fax 904 246-7126 `Owrdr:Osborne Lot 24 Hidden Paradise Framing Materials: Sill Insulation: Foam Termite Shield:NIA Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Undedayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16"O.S.B Size:4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Cedar Impressions(front)&Mainstreet Size: Varies (Sides&Rear) Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts'. N/A Nails-Framing Members: Common or Galvanized (weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1 st Floor-Floor Joists NIA NIA N/A NIA 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists NIA N/A NIA N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" NIA Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top & Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers,Windows &Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 NIA 16' Beams N/A N/A NIA N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A SESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 3 904 246-3747 • Fax 904 246-7126 -Own&'F:Osborne Lot 24 Hidden Paradise Exterior Trim Materia{/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2"vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material:#26 galvanized steel Windows: Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents:Vinyl Gable Vents: None 4.--WINDOWS- Manufacturer/Style: .WINDOWS:Manufacturer/Style: KINCO MARK 50 Material:Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material:TAMKO Fiberglass Grade: 20 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4" galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4"galvanized Roof Edging: 6" pre-painted galvanized steel Step Shingle Flashing: 5"x 5" galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18"galvanized Roof Fans/Vents: 6' steel off-ridge SESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 4 904 246-3747 • Fax 904 246-7126 Owner:Osborne Lot 24 Hidden Paradise 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A NIA 1 st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A NIA N/A NIA N/A 1 st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: ncluding Storm Doors Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal T-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage ROLL-LITE Model 110 16'x7' 2-1/2" ROLL-LITE Other: BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 5 904 246-3747 • Fax 904 246-7126 Owner Osborne Lot 24 Hidden Paradise 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-17' 11 Tyvek -1650 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft -1700 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Wor Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger-jointed white pine WMP-256 2-1/4" Base Generic Masonite WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger-jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 6 904 246-3747 • Fax 904 246-7126 Owner Osborne Lot 24 Hidden Paradise 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALLIPLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock ,/Z„ Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or 1/Z " Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 7 904 246-3747 - Fax 904 246-7126 rOwn r:Osborne Lot 24 Hidden Paradise 11. CABINETS, VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None . Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath#2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRIMSTONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: NIA Lintels: N/A Brick Tie Spacing: NIA FIREPLACE BRIMSTONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile&Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: NIA STUCCO MIX: Masonry Finish:Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath:w/felt Other: Stucco at foundation only BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 8 904 246-3747 • Fax 904 246-7126 Owner:Osborne Lot 24 Hidden Paradise 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: JANITROL C/U CPKE30-1A A/H A30-05 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers.Brand Name, Style, & Number: CODY One-way throw-11 Grilles Brand Name, Style, &Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, &Model: N/A Electronic Air Cleaner Brand Name, & Model: N/A Baseboard Heat Brand Name, Model & Numbers: N/A Stove Vent: N/A Dryer Vent: 4" metal Bath Vents: 3"diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 9 904 246-3747 • Fax 904 246-7126 a a Owner:Osborne Lot 24 Hidden Paradise 14. PLUMBING: Waste Disposal-Public: City of Jacksonville Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Jacksonville Beach Private: N/A Pressure Reducing Valve-Make& Model: N/A Gas Supply-Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl NIA Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3/" House to Water Heater CPVC SCD40 Glue 3/" House to Bathrooms CPVC SCD40 Glue 3/"TO 1/2" House to Kitchen Sink CPVC SCD40 Glue 3/"TO 1/2" House to Refrigerator CPUC SCD40 Glue 3/"TO 1/2" House to Dishwasher CPVC SCD40 Glue 3/"TO 1/2" House to Ice Maker N/A Other: BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 10 904 246-3747 • Fax 904 246-7126 Owne}r:Osborne Lot 24 Hidden Paradise Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location, Type &Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type & Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 11 904 246-3747 • Fax 904 246-7126 "Owner:Osborne Lot 24 Hidden Paradise Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Eijer C/1 33x22 4 hole 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer& Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 12 904 246-3747 • Fax 904 246-7126 Owh9r:Osborne Lot 24 Hidden Paradise 220 High Voltage Wiring Detail: Item Wore Size Breaker Size Individual Circuit Quantity Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 13 904 246-3747 • Fax 904 246-7126 Cwner.Csbome Lot 24 Hidden Paradise 110 Voltage Wiring Detail: Location Breaker Wire Number&Type Number of. Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 4 4 15 Dining/Family 15 amp #14 CU 6 3 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp #14 CU 2 2 1 Bath#1 Bath#2 Master Bedroom 15 amp #14 CU 3 2 5 Bedroom#1 15 amp #14 CU 1 1 5 Bedroom#2 15 amp #14 CU 1 1 4 Bedroom #3 Closet#1 15 amp #14 CU 0 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 15 amp #14 CU 0 1 2 11 Garage 15 amp #14 CU 1 2 2 BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 14 904 246-3747 • Fax 904 246-7126 'Owner:Osborne lot 24 Hidden Paradise 110 Voltage Wiring Detail (continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #1212 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 4 3 Weatherproof Recept.. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2 CU 5 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name&Model Number Wire Size Quantity Dining Room FURNISHED BY OWNER 1 Breakfast Nook Progress 4609-30 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-11 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 L n 4' 2 light wraparound 1 e(front wall bracket) Progress 5846-11 1 Porch (O/H) Progress 5805-11 1 n Sink (O/H) =1Recess with open trim 2 BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 15 904 246-3747 • Fax 904 246-7126 Owner:Osborne Lot 24 Hidden Paradise 16. PAINTING: PAINT, EXTERIOR: COLORWHEEL CW#300 Number of Coats: 2: N/A Siding:Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: NIA Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: NIA Paint and Number of Coats Interior Millwork: COLORWHEEL CW#350 2-coats Swiss Coffee L-4 Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other: BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 16 904 246-3747 • Fax 904 246-7126 vwneir Osborne Lot 24 Hidden Paradise 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To 7'-0"AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout:Owners' Choice Other: 19. SPECIAL EQUIPMENT: Not Included Elsewhere Garage Door Opener Brand Name&Model: Pre-wire ONLY Attic Fan Brand Name&Model: N/A Skylight Brand Name& Model: N/A Roof Ventilator Brand Name &Model: N/A Smoke Detectors Brand Name&Model: Firex 4418 w/battery backup Intercom Brand Name& Model: N/A Style&Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 3 HEAlarm Brand Name& Model: N/A Other: BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 17 904 246-3747 • Fax 904 246-7126 Owner Osborne Lot 24 Hidden Paradise 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: 3,000 SF of Floritam St. Augustine Number and species of plants: 30-3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and Model/Style INSTALLATION DATE (Tentative) Wallpaper, Materials, &Labor N/A N/A Floor Coverings-Carpet Portico- Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong- Memories N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hood vent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan &Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing &Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 18 904 246-3747 • Fax 904 246-7126 PAGE 1 Date: 11/30/2004 MANNING BUILDING SUPPLY LOG # : D1092 TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JOHN FERGUSON Pitch: 12 /12 pw N Customer: BESTCON HOMES Job Name: LOT 24 HIDDEN PARADISE / BEST Address : 1484 LOURAL WAY Address : LOT 24 HIDDEN PARADISE ATLANTIC BEACH 32233 ' Designer: CU ---- - - -- - - --- - - - --- - -- - - - -- - - --- - - - --- - - -- - - --- -- -- - - - -- - - - -- - - - --- - -- - - - ---- Left Right iQty) Span O.H. O.H. Description ----- - -- - -- -- - -- --- - -- -- - -- - - - -- - - - --- - - -- - - --- -- -- - - - -- - ---- - -- -- -- -- - ----- - 3 1 25' 121 121 1 UT-1 1125' 12' 12' JUT-2 2 PLY 1 25' 12 ' 10' JUT-3 2 PLY 3 1 16' 9"8 121 101 JUT-4 RAISED 12 ' 10' JUT-5 1129'11,12 10' 10' ( UT-6 2 PLY SEALS 1123 ' 10 ' 12 ' 1UT-7 1123 ' 10' 12 ' JUT-8 1 1 23 ' 121 12 , 1 UT-9 1123' 1212118 12 ' JUT-10 2 PLY P' 611117"12 12' 10' JUT-11 1111'6"12 12' 10' JUT-12 6 1116114 10' 12 ' JUT-13 1111'5"4 10' 12' JUT-14 9121' 12' 12' JUT-15 1121' 12 ' 12' JUT-16 11211 1 2 ' 12 , 1 UT-17 1121' 10 ' 12 ' JUT-18 1116 ' 6" 10' 10' JUT-19 1116 '6" 10' 10' JUT-20 1116' 6" 10' 10' JUT-21 17' 10' 10' 1 UT-22 2 PLY 2 12'2" 12' 12 ' JUT-23 " 11212" 10' 10' 1UT-24 2111'11" 10' 10' JUT-25 1112'2" 10' 10' JUT-26 Pw 1112'2" 10' 10' JUT-27 1112 -2" 10 ' 10' JUT-28 2 PLY 314'10" 10' 10' JUT-29 rp 114'10" 10' 10' JUT-30 117 ' 10 ' 10 ' JUT-32 114'10" 10' 10' JUT-31 415'6" 12 ' 10' 1T-1 911, 1212"8 10' 1T-2 3 1 6181,12 121 10. IT-3 116' 8"12 12 ' 0' 1T-4 ' I 5 1 23'2" 0' 0' IF-1 8j21'10"8 10 ' 10' 1F-2 1120 -10--8 10' 10' 1F-3 11121110--8 10- 101 IF-4 1121'11"4 10' 10' 1F-5 r 1116'2"12 10' 10 ' IF-5A 2122'2" 10' IO ' IF-6 4121'9"8 10' 10 ' iF-7 3119'5"12 10' 10 ' 1F-8 116 '1" 101 101 1F-9 3117 '3"8 10' 10 ' 1F-10 10110'2"12 10' 10' IF-11 1110'2"12 10 ' 10 ' 1F-12 518'6" 10' IO ' IF-13 618'8"12 10' 10' 1F-14 1 1 8'6" 1 0' 101 1 F-15 1111'5" 10' 10 ' IPB-1 117' 10' 10' 1PB-2 417 ' IO' 10' 1PB-3 117' 10 ' 10' IPB-4 1013 ' 10' 10 ' 1PB-5 117 ' 12 ' 10' IJ7 NO BEVEL 615'3"8 10 ' 10' IJ5 NO BEVEL 214'3" 12 ' 10' IJ4 NO BEVEL 215' 12 ' IO' ICJ5 BEVEL 1L 1R 1 141011 121 10 ' ICJ4 DBL BEVEL 213' 12 ' 10' ICJ3 BEVEL 11, 1R 213 ' 12 ' 10' ICJ3A BEVEL 1L 1R 113 '3"2 10' IO' 1CJ3B DBL BEVEL 211' 12 ' 10 ' ICJ1 BEVEL 1L 1R 2I1' 12 ' 10 ' ICJlA BEVEL 1L 1R ' 111'3112 10' 10' ICJ1B DBL BEVEL 112'0113 12 ' 10' ICJ2 DBL BEVEL 119'10"1 12 '91115 10 ' IHJ1 DBL BEVEL 117 '5"1 10' 10 ' IHJ2 DBL BEVEL 115'11"6 12 '91115 10' IHJ2A DBL BEVEL I I I I • ** Beams ** 4122 1 I IB-1 GPLAM 16" 318 1 1 IB-2 GPLAM 16" 3124 1 I IB-3 GPLA4 16" 3124 1 I IB-4 GPLAM 16" 4120 1 I IB-5 GPLAM 16" 2114 1 I IB-6 GPLAM 16" 318 I I IB-7 GPLAM 16" 2111 1 I IB-8 GPLAM 11-7/8" I I I I ** Hardware Floor ** 131 I ( ITHA422 SY42 Hanger 41 I I IHGUS5.5/12 3-ply GPLam Hanger 11 1 I IHGUS7.25/12 4-ply GPLam Hanger I - I ** Hardware Roof ** 251 1 1 I HUS26 1-ply Truss Hanger -- -- - ---- - - --- - - -- - - - -- - - --- - - -- - - - -- - - --- --- -- - -- -- - - ---- ---- - 144 - Trusses 43 - # of Hardware 0 - # of I-Joist POP 17 - Piggy' s 26 - Jacks 24 - # of Beams 0 - # of Rim Board --------- - - --- - - -- - - - 187 - Total Trusses 1�' PRODUCTS HARDWARE SCHEDULE 6/9/04 2004 REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES A HUS26 51 2565 3205 1550 (14)16d (6)16d TRUSS B HUS28 51 3585 3775 2000 (22)16d (8)16d TRUSS C HGUS28-2 105 6805 7925 3220 (36)16d (12)16d TRUSS 2 PI Truss D HGUS28-3 105 6805 7925 3220 (36)16d (12)16d TRUSS 3 Ply Truss E SUUR 26 67 800 1000 765 (6)16d (6)10dx1.5 TRUSS Skewed 45' F SUUR 210 67 1330 1660 1250 (10)16d (10)10dx1.5 TRUSS Skewed 45' G LSSU210 64 1110 1390 875 (10)10d (7)10dx1.5 TRUSS Sloped-varies G LSSU210 64 995 1205 785 (9)1 Od (7)10dx1.5 TRUSS Skewed-varies H THJA26 112 2680 3265 960 (20)16d (6)HJ(4)EJ 10dx1.5 TRUSS Hip Jack&End Jack THA422 Min 66 1635 1635 - (2)16d Top (6)16d SYS 42 I THA422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 J THAC422 Min 66 1635 1635 - (2)16d Top (6)16d SYS 42 Inverted Flange J THAC422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 Inverted Flange K THA422 UR Min 66 1090 1090 - (6)1 Od 3)10dx1.5 SYS 42 Skewed 45' K THA422 UR Max 66 1416 1675 310 (16)1 Od (3)10dx1.5 SYS 42 Skewed 45' K THA422 UR Max 66 1210 1210 - 2)10d To (4)1 Od SYS 42 Skewed 45' 9-12"FL L SUUR 410 67 1860 2330 1275 (14)16d (6)16d SYS 42 Skewed 45' M LSSU410 64 2430 3035 1150 (18)16d (12)10dx1.5 SYS 42 Sloped-varies M LSSU410 64 1625 1625 1150 (14)16d (12)1 0dx1.5 SYS 42 Skewed-varies N IUT312 73 1110 1390 255 (10)10d 2 10dx1.5 I-JOIST Face Mount 2.5" O HU312-2 74 2145 2680 1085 16)16d (6)1 Od I-JOIST 2 Ply Face Mount P IUT412 74 1110 1390 255 (10)10d 2 10dx1.5 I-JOIST Face Mount 3.5" Q MIT316 86 2400 - - (6)16d (2)1 0dx1.5 I-JOIST Top Mount 2.5" R SUUR 310 67 1860 2330 765 (14)16d 6)10dx1.5 I-JOIST Skewed 45' S SUUR 314 67 2395 2500 1150 18)16d 8 10dx1.5 I-JOIST Skewed 45' T LSSUH310 64 2295 2295 1150 18 16d (112)1 Odx1.5 I-JOIST Sloped-varies T LSSUH310 64 1600 1600 1150 (14)16d (12)1 Odx1.5 I-JOIST Skewed-varies U HU11 Min 75 2950 3685 865 (22)16d (6)1 0dx1.5 1 PLY LVL Min. Load U HU11 Max 75 4020 4405 1440 (30)16d 1010dx1.5 1 PLY LVL Max. Load V HGUS48 75 6805 7925 3220 (36)16d 12 16d 2 PLY LVL W HGUS412 75 9155 9155 4055 (56)16d (20)16d 2 PLY LVL X HGUS412 L 75+161 5035 5035 °2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf X HGUS412 R 175+161 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Rt Y HUC412 Min 75+161 2145 2680 1085 16 16d (6)1 Od 2 PLY LVL Inverted Flange Y HUC412 Max 75+161 2950 3685 1810 (22)16d 10)10d 2 PLY LVL Inverted Flange ler Z HGUS5.50/12 76 9155 9155 4055 (56)16d (20)16d 3 PLY LVL ZZ HGUS7.25/12 76 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UI-1 H16S 138 - - 1470 (10)10d x 1.5 (2)1 0dx1.5 Tie Down Short t UL2 H16 138 - - 1470 10)10d x 1.5 (2)1 Odxl,5 Tie Down Lon UL3 H16-2 138 - - 1470 10)10d x 1.5 (2)10dx1.5 Tie Down 2 Ply Truss UL4 MTS12 139 - - 1000 (7)1Odx1.5 7 10dx1.5 Tie Down Twist Strap 12" UL5 HTS20 139 - - 1450 12 10dx1.5 12)10dx1.5 Tie Down Twist Strap 20" UL6 MSTA36 131 - - 2050 (13)1 Od (13)1 Od Tie Down Flat Strap 36" UL7 MGT 126+141 - - 3965 Threaded Rod or (22)1 Od Tie Down or Add UL8 Imp UL8 PH05 26 - - - 14 SDS1/4x3 Add UL7 Tie Down Add UL7 UL8 PHD5 26 - - 4685 Threaded Rod Tie Down TS E32-24 120 (4 10dxl.5 Brace Truss Sparer 1 THIS OnA1.1I11G CCIFIES nEPAIRS FOR A TRUSS WITH CRACKED WEBS. WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WITII U DA14AGED WEBS OF 2X4 SIZE AND #3 SO, PINE GRADE. IN ADDITION, c A MAXIMUM OF I CRACK PER WEB AND 2 CRACKED WEBS PER TRUSS ARE Lr ALLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT DO t� NOT COHPLY WITH THIS DETAIL. C. (B) = DAMAGED AREA. 0" MIN. to i2" MAX. LENGTH OF CRACK IN WEB. (S) = (2) -2X4 SO. PINE #3 SCABS. IIINIlIU14 LENGTH OF SCAB MUST BE THE GREATER OF: 1 . 60" + LENGTH OF DAMAGED AREA (B) , VIINI14UM OF 34" ON BOTH SIDES OF THE DAMAGED AREA or 2. 00% OF THE ORIGINAL WEB LENGTH ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE ROW OF 10d COMMON WIRE NAILS SPACED 4" D.C. STAGGERED. REFER TO NAIL SPACING DETAIL FOR ADDITIONAL NAIL SPACING INFORMATION, CC NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND l--%1 \ SPECIFICATIONS. 34" MIN. X 34- MIN. — / (10d NAILS: DOUBLE ROW STAGGERED) + - BACK FACE 1 SPI° -I 0 - FRONT FACE 1 + 'T 0 + 0 + 0 + 0 + 0 + --- ---� 1 :I1 0 + 0 + 0 + 0 + 0 o _ — 2X4 #3 SO . PINE WEB ONLY 1— .• o�. —a — — NAIL SPACING DETAIL PLT. TYP.: ALPINE WOOOLOC ALPINE HS TRULOX DFS GN Cn T TPI Rev 17,2m NOT TO SCAIF kIMPO�TnNTNJI""'1lk unnPtrliru °°°°°�[�• 1'°. WARNING lwitlL/w[ VnE TC LL PSF cnACKF_O WED OETAI _ yn4L VIII xE PL;VorIS IIN.E roPl bIY 111 IIaI111L Utq E/tlr:I luti Arx) • y nl vin len n'•r,.t ntls ctstru on ufsE 5rr[Ir 1["anus. rn Atli onrr.ul°, sit enrol nor Irl. ,tE ens°tslcn ��G �......' y TC OL f SF DATE 0')I0?-1 14 .111—[ 10 none nr n.ra m C".. wux.t whit u•IPun ur u•1. r(e. uwtlllular M-ItIAt tltnulxul °Pur:nlr, Pit ,;\�� '•ItrJr'•••R!)�'•. -'-------------_.---.-_---- y r.=:.1 c c_ u•nrt EM-11011"S ant wacc P.. ;uc+ cu.v. Stitt ntnnc vstw uPlnnwms. twx.ecv onrnwra nulcxtr0. nu• i t Wt 11 bBC DL — f SF t:I ...n. Ln 11 [/i.l nl 15 iInlfr) ant•{r r.(u nr f.ion5 to r-c,i i/Cr nr PIPPIN) 1,11AIL fir tAittlnl'r nitt.11n wlnt 1",Mrn ALP I NE t 1 nnr.9 am unr5: unnnwl•.I: Iuc+Pw un tnrt rtsn.rl. ru,ilnln I t A,•,I:rn,°nrntmnl•atAtntu:. uunuw ranem / -)1L(1}, )1794 . ! 13C LI- — (ISF r.� I-_i [ui,n[t•�t,s rte I:naw l UE, 1)0. 1'.0 C Ir•°t. i. ol.�n:tr:far rlA nn: wlill oiv-i ln.v 4[[x[.1.111 n11.11/rl'11111; -- ;[E / 7J'h[��ri a_, — FISF - n ua"rn•w;r/u 1,ICIo1[ rrv)vl51fx4 nl nOs r, Irl. w0,6lrxl:n•s ttri•lf iErirrlctl, '_v°•.Ir ws/-m rrwt rn71Yn :'•t. TOT.LD. TRUSS s1aL ur uns on-wuw al.l•uts Iu ut t:•nv2wvul {llrlr.lnl Ir,nl I,nnuPt trn.n:ancn lunewt x cont til tn17 � ' Dun.FAC. u. ..n.. x1YP 5na .nn ut t•u nu l.•ru In au. uuntt,u r. Iwsn.n to ntt ems IlxLnal rl.nmo.na.. FgrB lNc14" ---- - "..1 1�'.,: ==1 /-.1 I_-t 1- 1 •_ tl•l - Ilar,� 1.14Ik 111.1"."1. Pili': 1•P'll tJAI IIwix -- ,I• ""••+••" t IxS14u;r•rr.0 n:artrrrl Inn wtnm gwc.nxA:tltnl SPAC,1NG 24.D•• ., PAGF_ 50 SY42 FIELD STUBBING REPAIR DETAIL REFER TO ALPINE ENGINEER'S SEALED DESIGN FOR ORIGINAL TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER SPAN, LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN ON OR LOCAL BUILDING DEPARTMENT AFTER THE COMPLETION OF THIS DETAIL. REPAIRS TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. * THIS REPAIR ALLOWS FOR A SINGLE SPAN, TWO BEARING, NON-CANTILEVERED, SY42 TRUSS TO BE SHORTENED A MAXIMUM A CHASE OPENING, IF PRESENT, MUST BE LOCATED AT OF 6" FROM ONE OR BOTH ENDS. TRUSSES SHALL SUPPORT A CENTERLINE OF TRUSS SPAN. TRUSS MAY BE CUT BACK MAXIMUM TRIBUTARY LOAD AREA OF 2'-0" WITH NO OTHER UP TO 6" AT EACH END, UNLESS OTHERWISE SPECIFIED ON UNIFORM OR CONCENTRATED LOADS. ENGINEER'S SEALED DESIGN. ** (2) 4x2 #3 FIELD-APPLIED BLOCKS. SCRIBE TO CUT FOR TIGHT FIT. ATTACH TO TRUSS WHERE SHOWN. 1/2" 32/16 RATED SHEATHING *** REPAIR TRUSS USING 1/2" APA RATED 32/16 OR 3/4" APA MAXIMUM MINIMUM RATED 48/24 SHEATHING (REFER TO CHART) NAILED TO BOTH NEW SPAN DEPTH FACES OF TRUSS. SIZE GUSSETS AS SHOWN- USE 8d BOX (0.113" DIA. x 2.5") NAILS IN 1 ROW AT 2" O.C. 35-01-00 20" NAIL INTO ALL MEMBERS IN CONTACT WITH GUSSETS. 31-07-00 18" 28-00-00 16" i ------ 24-04-00 14" * 6" 48" GUSSET LENGTH _I 20-08-00 12" *** 16-1 1-00 10" 3/4" 48/24 RATED SHEATHING \ MAXIMUM MINIMUM ** DEPTH, NEW SPAN DEPTH i � 40-03-08 20" 36-03-08 18" rl�----- 32-03-08 16" j 28-03-08 14" 24-03-06 12" NEW SPAN 20-03-08 10" ORIGINAL SPAN THIS DRAWING REPLACES DRAWING 1,029,157 TC LL 40 PSF REF STUB SY42 TRUSS REPAIR 1G• /1AN�� •..�.., . DAMAGED TRUSSES MUST BE CAREFULLY EVALUATED TO DETERMINE THE EXTENT OF DAMAGE °•° TC DL 10 PSF DATE 06/25/99 _ AND THE FEASIBILITY OF REPAIR. IN SOME CASES THE PRUDENT SOLUTION IS TO SCRAPL!a.. THE DAMAGED TRUSSES AND REBUILD. INTERNAL WOOD FIBER DAMAGE AND EXCESS BC DL 5 PSF DRWG REP_SY42AO699 CONNECTOR STRESS FROM BENDING DR SHOCK CANNOT BE READILY DETECTED. THEREFORE. ;• --- IT IS VITAL THAT THE TRUSS FABRICATOR AND BUILDING CONTRAC70R CONSIDER THE '�lT_ • F BC LL 0 PSF -ENG MLH/KAR CAUSE OF THE DAMAGE IN THEIR DECISION WHETHER TO REPAIR OR REBUILD. { -- ,� TOT.L D. 55 PSF REPAIR WORK SH WN ON THIS DRAWING APPLIES ONLY 70 THOSE SECTIONS OF THE TRUSS QC'° �` REPORTED BY THE TRUSS MANUFACTURER TO HAVE BEEN DAMAGED. A QUALIFIED THIRD PART, `` DU R.F A C. 1.0 0 INSPECTOR SHALL CHECK TRUSSES TO DETERMINE THE EXTENT OF ANY FURTHER DAMAGE. IF ANY, AND VERIFY THAI REPAIRS HAVE BEEN PERFORMED AS INDICATED ON THIS DRAWING. y4,_j ��•M SPACING 24.0 ... z,,.. t.r.,. U..,.::.. .5; Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL 1999 Page 1 of I Document ID:1SI9151.20429130217 Trues Fabricator: Manni ng Building Supply Job Identification: D1092-LOT 24 HIDDEN PARADISE / BESTCON -- LOT '24 HIDDEN PARAiDISE Trues Count: 72 Model Code: W _ Florida Building Code 2001 Trust Criteria: ANSI/TPI-1995;ANSI/TPI-1995(STD) Engineering Software.: Alpine Software,Versions 7.04.0805.14, 7.02.0527.09. w Structural Engineer of Record: 4_ ,� V Address: Minimum Design Loads: Roof - 42.0 PSF @ 1.25 Duration Floor - 55.0 PSF @ 1.00'Duration ' " Wi nd - 120 MPH ASCE 7-98 -Closed -- •` ,�• Notes: Se ater d 1;29t2.004- 1. Determination as to the suitability of these truss components for the E *A a Dno' 0. � structure is the responsibility of the building designer/engineer of .Truss record, as defined in ANSI/TPI 1-1995 Section 2.2 James F.Collins Jr. Florida License Number:$2212 2. The seal "date shown on the individual truss component drawings must 195oMarleyDrive- match the seal date on this index sheet. Haines Cit'J fll; y", 33844 3. The loads indicated on all referenced girdi'r trusses eFt consistent with the truss layout-,provided by Manning Building Supply for the above t* feren ed` f� identification. Loads applied, non-truss elements and basic load parameters are to be a^ev�ewe a�ld approved by the EOR/building ` esigner. 4. As shown ori attached drawings; the dra ►ing nuti er'Ts l'e eded".byA. HCUSR151 Details, 17CFILLER-BUILLER-REPOUlti. A203flE I.IIi �C ;PIGBACKA-PIBBACKB-VALTRUSS U 1 10859--UT-i 04328253 2 •10860--UT-2 '2 PLY 04328254 I1j23tk4 + 7,1s4 11122/04 11j23/p+l +l3 IQ9p1 F 9 44 1000$ � `� ti#327147 112$/144 3 ?10861 UT 3 `2 PLY 04329'155 lI/+13/Ek4 4 '10862--UT-4 04328256 11/23/9 46 1�19D4 F 9' 44% 11 '4x04 5 10863 UT 5 0432a257 #1f2804 47 Itl9Dfi i yip371ti 6, 10864 -UT-6 2 PLY 043285a 11/23104 *#!E91066-1-F 11 043$7141 1122/04 7­10865--UT-7 gy3$ 8� 11)23 yP9074 F 12 04�3E7145lil /0Nil 8 10aS6 UT-8 .Wt a 111 3/04 MAN111 Q8 F 1$ O4"0271 11 $2/04 9 ,,10867--UT-9 0h3281 11123/041 180 F 14 03714 31/22/04 10 ,10868 UT 10 2 PLY 048'182G2 k1plED4 S osl F dJ7181 1 {22/Dit� li 10869--UT-11 t 0432863 k2/2 /04 53 X0911 Pa.1 287 1Y1i~3lo4ARPU. 12 10870 UT 12 04328264 •11123/04 54 -i �s2* F8-'f 32828& 1I'ii28�t 13 "10871 UT 13,„ 0432$265 11/23/04 55 10913--PB-3 04328289 11/23%04 °r 14 ",10872 $11�7 l4 ' 04328266 11/23/04 56 10314 PB-4 04328290 11123/04 15 10873 *#1T 15 04328267 11)23/04 57 10915-48-5 04328291 11123104 s 16 1087,4 UTr1d 04328268 11/23104 58 10916--J7 NO BEVEL 04328292 11/23/04 17 7$ , T'-17 04328269 11/23/04 59' 10917--J5 NO BEVEL 04328293 11123/04 1 75--UT-18 04328270 11/23/04 60 10918--J4 NO BEVEL 04328294 11/23/04 0877--UT-19 04328271 11/23/04 61 10919--CJ5 BEVEL 1L 1 04328295 11/23/04 20 10878--UT-20' 04328272 11/23/04 62 10920--CJ4` DBL BEVEL 04328296 11123/04 21 10879--UT-21 04328273 11/23/04 63 10921--CJ3 BEVEL IL 04328297 11/23/04 22' 10880--UT-22` 2 PLY' 04328307 11/23/04 64 10922--CJ3A BEVEL 1L 04328298 11/23/04 23 10881 -UT 23 04328274 11/23/04 65 10923--CJ3B DBLBEVEL04328299 11/23/04. 24 10882--UT•24' 04328275 11/23/04 66 10924--CJ1 BEVEL lL 1 04328300 11/23/04 25 10883--UT-25 04328276 11/23/04 67 10925--CJlA BEVEL 1L 04328301 11/23/04 26 ';10884--UT-26 04328277 11/23/04 68 10926--CJ18 DBL BEVEL 04328302 11/23/04 27 10885--UT-27 04328278 11/23104 69 10927--CJ2 DBL BEVEL 04328303 11/23/04- 28 `10886--UT-28, 2 PLY 04328308 11/23/04 70 10928--HJ1 DBL BEVEL 04328304 111£'8104 �. 29 10881• UT 29 04328279 11/23/04 71 10929--HJ2 DBL BEVEL 04328305 11 28/04 30 10888--UT-30 04328280 11/23/04 79 10930--HJ2A DOL BEVEL 043283064 ¢'23/04 31 `10889-•UT-32 04328291 11/23/04 32 10890--UT-31 04328282 11/23/04 s' 33 10891--T-1 04328283 11/23/04 34 10892--T-2 04328284 11/23/04 35,10893--T-3 04328285 11123/04 36 ';�10894--7-4 04328286 11/23/04 ' 37 ;10@,95 4-104327143 11/22/04 38 `10896 f 2 '` 04327137 11/22/04 39 10x97 -g 04327136 11/22/04 X40 n10890 4 04327139' 11/22/04 =� 41 -F-5 04327136 11/22/04 r 44 k 0 FSA 04327150 11/22/04 w B-B F-15 LL LL LL LL LL LL IL LL LL LL LL B-1 7"X16"-22'0" B-2 5"1/4X16"-8'0" F-13 f B-3 5"1/4X16"-24'0" F-13 - - B-4 5"1/4X16"-24'0" F-13 I - - - - - _ _ _ B-5 7"X16"-207 B-6 3"1/2X16"-14'0" F-13 B-7 5"1/4X16"-8'0' F-13 B-8 3"1/2X12"-11'0" F-14 ' i F-2 I I 1'4" T-2 """HANGERS""'•' 1'4" T-2 "A"=HUS26 QTY-24 F-14 F-2 I I "C"=HGUS28-2 QTY-2 F-14 F-2 1'4" T-2 m "I"=THA422 QTY-13 I I F-2 I I 1'4" " "Z"=HGUS5.5/12 QTY-4 F-14 F-2 1'q" T•2 io "ZZ"=HGUS7.25/12 QTY-1 f I $ F-14 F-2 1'4" T-2 y✓� 0 C3 I I F-2 F14 F1 —4 T2 w F-1 1'4° T-2 CJ 11 LL LL F-11-4" B-4 CJ h- #—Ul F-1 ! L 1'4"B-6 B•5 F-1 ' " T-2 CJSW. ONV i1 .r F-10 (`•a• T-1 UT-3 — RAME' — i I B-2 UT-1 25'-- I'• F-10 T-1 j; PB-4PE 1 — I I UT-1 F-10 T 1,� i 1 1 UT-1 pe .a.-Gs........................ r ._._._.._.- T- rn I I F-6 UT-4 LL e-3 16'9 -- F UT-4 -g r-- - UT-28 UT-4--- F-7 F y v ui�LL UT-5 ------ __� y w ? -------- ---_ FLOOR TO BE BUILT UP BY OTHERS �pmW m� CA ------_I W -- -- r---- F 7 (z o LY W ---- i-- --i ______�Ly O z i�---- F-7 z w N w w CJ2 _------- ------- p � m FUT130,CONV � OFRAMEa o=wBYtW L) Zth N Nz E F- !- F-zof wW 0 0 uim a. m Of Lu UT-11 o II mmomw MID UT-11 17'12— �I UT-11 UT-11 do BUILDER TO CONV.FRAME ROOF,VALLEYS AND O.HANGS AS NEEDED. UT-11 ' BUILDER TO FRAME DOWN CEILINGS UT-11 ' AS NEEDED. it lif I Q a a v Y V q q V q BUILDER TO BUILD UP WALLS TO UT-12 "? LL LL LL LL LL LL LL LL LL LL LL LL MATCH TRUSSES AT HIGHER PLT HT, LL ALL WALLS SHOWN ARE LOAD BEARING REFER TO DE UNLESS NOTED OTHERWISE. i IIfY1 I j ---._._.. _.----- --- --------------- __.. ...------ 21' MANNING BLDG. SUPPLIES -- UT-16 11155 PHILLIPS PKWAY PH#268-8225 P UT-15 JAX.FLA. 32256 UT-15 JOB:D1092/BESTCON JOB NAME:LOT 24 UT-15 HIDDEN PARADISE PH MODEL:CUSTOM 2 STORY UT-15 DESIGNER:CHRIS ULRICH UT-15 SALESMAN:JOHN FERGUSON DATE:11-12-04 UT-15 UT-15 1, "8 UT-15 UT-15 ~ 1 UT-17 i c , UT-18 J4 T-20 UT-2 J4 T 21 A, CJ3A CJ1A co 1.DO NOT CUT OR ALTER TRUSSES,UNLESS Q y✓ APPROVED BY TRUSS OFFICE V 2.VERIFY ALL SPANS AND AMOUNTS,AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3.NO BACKCHARGES ALLOWED,UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4.APPROVED BY: t ; UT-5 APPROVAL DATE: IO I DEL.DATE: J5 —' 00 W g TRUSSES BEAR m ON TOP OF UT-6 UT-6 UT-29 UT-7 --- CKET UT-8 JTHERS UT-6 UT-9 N n i 1'9'12 i� UT-10 b T-3 1 n6 UT-13 ` i0 3 UT-13 UT-13 m HOUSE i 4710 UT-13 '� GARAGE ENTRY� UT-13 n 2 8 UT-13 12112 ROOF PITCH UT-14 24"OVERHANG TAIL FOR WALL HEIGHTS Lou Pontigo & Associates, Inc. Consulting Structural Engineers By this signature and seal, the Engineer of Record (EOR)makes no claims regarding the component designs that were prepared by the delegated engineer(Truss Design Engineer)to achieve the framing depicted on this sheet. Further,the EOR does not claim the work LUIS A O N T l 6 0 P E contained on this sheet as his own.The EOR certifies that the truss and beam span directions,spacing,and bearing wall locations are those which the supporting structure were designed to carry. Duties DEC 14 Z90 delegated to the Truss Design Engineer explicitly not covered by this seal include component(individual truss)designs,truss to truss FL PE connections,and truss to truss loading. Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Page 1 of 1 Document ID:1SI9151-Z0429130217 Truss Fabricator: Manning Building Supply Job Identification: D1092-LOT 24 HIDDEN PARADISE / BESTCON -- LOT 24 HIDDEN PARADISE Truss Count: 3 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995;ANSI/TPI-1995(STD) Engineering software: Alpine Software,Versions 7.04.0805.14, 7.02.0527.09. Structural Engineer of Record: s� Address: Minimum Design Loads: Roof - 42.0 PSF @ 1.25 Duration Floor - 55.0 PSF @ 1.00 Duration Wind - 120 MPH ASCE 7-98 -Closed Notes: Seal Date: 11/29/2004 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 James F.Collins Jr. Florida License Number:52212 2. The seal date shown on the individual truss component drawings must 1950 Marley Drive match the seal date on this index sheet. Haines City,FL 33844 3. As shown on attached drawings: the drawing number is preceded by: HCUSR151 Revised Trusses 1 10876--UT-18 04328270 11/23/04 2 10886--UT-28 2 PLY 04328308 11/23/04 3 10899--F-5 04327135 11/22/04 s THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / BFSTCON - LOT 24 HIDDEN PARADISE - UT 1) Top chord 2x4 SP #2 N 120 mph wind, 24.41 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N :B2 2x6 SP #2 N: Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, Webs 2x4 SP #3 :W4, W6 2x4 SP #2 N: wind BC DL 2.5 psf. SPECIAL LOADS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) CHORD SPACING(IN OC) START(FT) END(FT) TC From 54 PLF at -2.21 to 54 PLF at 27.21 BC 72 0.27 15.85 BC From 4 PLF at -2.21 to 4 PLF at 0.00 BC 72 9.15 24.73 BC From 30 PLF at 0.00 to 30 PLF at 9.29 BC From 130 PLF at 9.29 to 130 PLF at 15.71 Deflection meets L/360 live and L1240 total load. BC From 30 PLF at 15.71 to 30 PLF at 25.00 BC From 4 PLF at 25.00 to 4 PLF at 27.21 4X4 COLLAR-TIE TO BE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" O.C. OR RIGID CEILING. 5X7- 5X7= 3X541 = 3 X 5 W 12 F_ 12 9-5-3 6-5-8 ]W4 6-5-0 +20-7-0 4X4= B2 r 3X5= 2X5111 3X5= /3X5(B1) 2X501 4X4= 3X5(B1) 2-0 0 2 0 0 F 9-0-0 7-0-0 9-0-0 9-3-8 6-5-0 �1-9-8r 7-6- 25-0-0 Over 2 Supports R=1493 U=1114 W=3.5" R=1493 U=1114 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. •: FL 4 R - Scale -WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. TC LL 20.0 P S F R E F R151-- 10859 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON0 RE OR., SUITE 200, MADISON, WI 53119) AND WTCA (WOOD TRUSS COUNCHCEIL OF AMERICA, 6300 ENTERPRISE LN 0. �� MO PI CHORDW SHALLI HAVEO PROPERLY ATTACHED S STRUCTURAL PP ANELRSIANDT BOTTOMUCHORDN SHALLN HAVE ATPROPERLYIA7TACHED s "ICAT TC DL 7.0 P S F DATE 11/23/04 RIGID CEILING. �7 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEJD ' BC DL 5.0 PSF DRW HCUSR151 04328253 PRODUCTS, INC. SHALL NOT BE RESPONSIBLEFOR ANYBE%ATION FROMTHISOESIGN: ANYFAILURETOBU ILO �•ALPINE TRU55IN CONFORMANCEWITHTPI; ORFABRICATING, HANDLING, SNIPPING, INSTALLING8BRACING OF TRUS � BC LL 10.0 PSF H C E NG MNM/ADR DESIGNCONFORMSWITH APRL ICARLE PROVISIONS OF NOS (NATIONALOESIGNSPEC, BY AF&PA) AND TPI. AL CONNECTOR PLATES ARE MADE OF 20/18/I6GA (W.H/S/K) ASTM A653 GRADE 40/60 (N, K/H,S) GALV. STEEL. APPLY •..OR���� T 0 T.L D. 42.0 P S F S E 0 N 16874 PLATES 10 EACH FATE OF TRUSS AND, UNIT OIHE RWISE LOCA IED ON THIS DESIGN. POSITION PER DRAWINGS 160A 1 ine Engineered Products, Inc. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI1-2002 5EC.3. A SEAL ON THIS D U R.FAC. 1.25 F R 0 M C U I3 1950 Marl I)LTYe DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT �' DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 'lames 33844 BDu Nov `'IN -4.0 JF 1SI Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (P1092 LOT 24 HIDDEN PAR:1nISE / BESTCON LOT 24 HIDDEN PARADISE UT-2 2 PLY) Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED -�-� Bot chord 2x6 SP #1 Dense Webs 2x4 SP #3 :W5, W6, W7, W8, W9 2x4 SP #2 N: Nailing Schedule: (0.1310.0_g_nails) Top Chord: 1 Row @ 12" o.c. SPECIAL LOADS Bot Chord: 1 Row @ 8" o.c. ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs : 1 Row @ 4" o.c. TC From 54 PLF at -2.21 to 54 PLF at 27.21 Use equal spacing between rows and stagger nails BC From 4 PLF at -2.21 to 4 PLF at 0.00 in each row to avoid splitting. BC From 30 PLF at 0.00 to 30 PLF at 25.00 (1) 1/2"-bolts MAY BE USED FOR (2) 0.1310.0_g_nails ON BC From 4 PLF at 25.00 to 4 PLF at 27.21 THE BOTTOM CHORD ONLY. BC 2617 LB Conc. Load at 16.94 BC 511 LB Conc. Load at 17.94, 19.27, 21.31, 23.31 120 mph wind, 24.41 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Roof overhang supports 2.00 psf soffit load. DL-3.5 psf, wind BC DL=2.5 psf. Deflection meets L/360 live and L/240 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) 5X7= 1.5X4111 5X7- BC 116 0.29 24.71 4=- 3X5@ W7 9 3 X 5 -� 12 9 5-3 W8 IS 1 20-7-0 8X8 5X5= 4X4= 1.5X4111 r 2X 617# 3X6(BI) 1.5X4111 R=2361 U=1762 W=3.5" 2 0 o R=4644 U=3464 W=3.5" 2 0 0 L 9-0-0 __ 7-0-0 _- 9-0-0 _I fE 25-0-0 Over 2 Supports SF coca, ti•••'�cIN Z'• s PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0 FL 4 R Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. ' T C L L 20.0 P S F R E F R151-_ 10860 REf ER TO BCS/ I-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 �� D'ONOFRIO DR., SUITE 200. MADISON. WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, 2 - TOPI CHORDW SHALL I HAVEO PROPERLY ATTACHEDE 5379) FR SAFETY PACTICE*STRUCCTURALPRIOR TOPPANELLSI ANDERFORMNGT BOTTOMU CHORDN SHALL N HAVE AT PROPERLY I ATTACHEDADSON. : •i T C DL 7.0 PSF DATE 11/23/04 RIGID CEILING. i 7f Ilk. BC DL 5.0 PSF DRW HCUSR151 04328254 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IXC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE /` ALPINE TRUSS IN CONFORMANCE WITH TPI: OR FABRILA7INGE HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. •• + BC L L 1 0.0 P S F H C-ENG M N M/A D R DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N05 (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE O� •-�C OR�aJ -• CONNECTOR PLATES ARE MADE OF 20(18/16 GA (N.H/S/K) ASTM A653 GRADE 40/60 (W. K/H.S) GALV. STEEL. APPLY -•-mss-- T 0 T.L D. 4 2.0 P S F S E Q N 16876 . PLATES TO EACH FACE OF TNOSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A Z. �IONA�E� !pine Engineered Products, no. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNE A3 OF TPII-2002 SEC.3. A SEAL ON THIS 1950 Marley Drive DRAWING INOICATFS ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBIIlI SOLELY FOR THE TRUSS COMPONENT D U R.FAC. 1.25 F R 0 M C U Y DESIGN SHU WN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE (1 1'181T1eS cr 338BUI ..._ ""`IGNER ..,�./TPI 1 ' Nov 9 CD/C .. ., y€ INJ .•.;.Tri z o ". ...;: -- -- .: /.. :; J r G I i i 7'4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS HER. (D1092-LOT 24 HIDDEN IAPADISE / BESTCON LOT 2' HIDDCN PARADISE UT-3 2 PLY) Top chord 2x4 SP H2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x6 SP #2 N Webs 2x4 SP ;13 Nailing Schedule: (0.13lx3.0_g_nails) Top Chord: 1 Row @ 12" o.c. SPECIAL LOADS Bot Chord: 1 Row @ 12" o.c. ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs : 1 Row @ 4" o.c. TC From 54 PLF at -2.21 to 54 PLF at 25.00 Use equal spacing between rows and stagger nails BC From 4 PLF at -2.21 to 4 PLF at 0.00 in each row to avoid splitting. BC From 30 PLF at 0.00 to 30 PLF at 25.00 (1) 1/2"-bolts MAY BE USED FOR (2) 0.13lx3.0_g_nails ON TC 158 LB Conc. Load at 7.00 THE BOTTOM CHORD ONLY. BC 474 LB Conc. Load at 7.00 BC 1173 LB Conc. Load at 8.71 120 mph wind, 23.41 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Roof overhang supports 2.00 psf soffit load. DL-3.5 psf, wind BC DL=2.5 psf. Deflection meets L/360 live and L/240 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) 5X7= _1.5X411 3X5= 5X7 BC 120 0.17 24.58 3X5\ 4354 12 7-5 3 +20-7-0 3X8= 8X8- 3X5= 1.5X4111 2X4(A1)2X5(A1 1.5X4 III LZ o-o 7-0-0 _I_ 11-0-0 _I_ 7-0-0 _I 25-0-0 Over 2 Supports R=2405 U=1731 W=3.5" R=1621 U=11 =3.5" .c�F,Cl �s•• �.Ns PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. • .� fir•'•. FL 4 R - Scale =.1875" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. P1o, (�� �� ' T C L L 20.0 P S F R E F R151-- 10861 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI OPUS PLATE INSTITUTE, 583 7(�,I D'ONOFPI0 DR., SUITE 200. MADISON, WE 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L MADISON. WE 537 19) FDR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE T C D L 7.0 P S F DATE 11/23/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. $TA BC DL 5.0 PSF DRW HCUSR151 04328255 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE_ D //�► PROOUC T S. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM 1H15 DESIGN; ANY FAILURE TO BUILD T O,r�� ORtQ••' B C L L 1 0.O P S F H C-ENG M N M/A D R ALPINE TRUSS 1N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH IT PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY Af&PA) NO TP[. ALPINE ••• \A� TOT.L D. 4 2.0 P S F S E O N 16878 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W, K/H,S) GALV. STEEL. APPLY ••�• �/ PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOC AT€D ON THIS DESIGN, POSITION PER DRAWINGS 16DA-Z. /DNA1.E 1-in. ine En ineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNE% A3 Of TPII-2002 SEC.3. A SEAL ON THIS D U R.FAC. 1.25 F ROM C U P 1950 Marle DIIVe OR AHI NG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPO NS IB ILI TV SOLELY FOR THE TRUSS COMPONENT y DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE Haine �T 338 BUI -.- "•SIGNER ••^/TPI 1 ::.. ". Nov Q X04 , on 1C " t] rr l 1 7I� .. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092 LOT 24 HIDDEN PAPAI)ISE / BESTCON LOT 24 HIDDEN PARADISE UT 4) Top chord 2x4 SP If2 N 120 mph wind, 24.41 ft mean hgt, ASCE 7-98, CLOSED bldg, not. Bot chord 2x4 "�P #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind IC Webs 2x4 :P #2 N :W1, W2 2x4 SP #3: DL-3.5 psf, wind BC DL-2.5 psf. Roof overhang supports 2.00 psf soffit load. Right end vertical not exposed to wind pressure. (A) 1x4 #3 or better "T" brace. 80% length of web member. Deflection meets L/360 live and L/240 total load. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. 5 X 8 IN LIEU OF STRUCTURAL PANELS USE PURLINS: 4X4 TO BRACE BC @ 96" OC 12 1.5X4111 3X51 12 F_ (A) (A) (A) 8-7-11 9-5 3 W1 W 20-7-0 1.5X41N 3X8= 5X7(R) III HANGER= SIMPSON'S HUS26 OR EQUIVALENT 2X4(Bl) = FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 1<2-0-0>J 9-8 I, 9-0-0 _I, 7-0-0 __ 16-9-8 Over 2 Supports R=849 U=502 W=3.5" R=684 U=648 SF coin -•• I;�.tis PLT TYP. Wave TPI Design Crit: TPI-1995(STD) �IF 7. 'q?�•� 4 R Scale =.25" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R151-- 10862 REf ER TO SCSI 1-03 (BUILOIMG COMPONENT SAFETY INFO RMATION)NATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719) AND WTCA (W000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN O5 MADISON, WE 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED T C D L 7.0 P S F DATE 11/23/04 TOP CHORD SHALL HAVE RROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEER �A DL 5.0 PSF DRW HCUSR151 04328256 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE ••• L. C L L 1 0.0 P S F HC-ENG M N M/A D R ALPINE RUSS IN CONFORMANCE WITH TPI: DR FABRICATING. HANDLING. SHIPPING, INSTALLING b BRACING OF TRUSSES. S ��Rt�a O T.L D. 4 2.0 P S F S E O N 16880 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. By AFbPA) AND TPI. ALPINE S ti/n _ CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/R) ASTM A653 GRADE 40/60 (W. K/H.S) GALV. STEEL. APPLY • ••. ••• PLATES 10 EACH FACE OF TRUSS AND. UNLESS OTHERWISE EOf,A IED ON THIS DESIGN, POSITION PER DRAWINGS 1tiDA-]. O�^� nine En ineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS D U R.FAC 1.25 F R 0 M C U Y 5 OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CONDONE Ni 1950 Marley Drive DESIGN SHORN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Raine 338 BUI SIGNER -- --/TPI I -' Nov Q 4 cn c[ T[1 ,.,�.. . ; :: ' 2 ' 04, THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092 LOT 24 HIDDEN PARADISE / BESTCny - ! ^T 24 HIDDEN PARADISE UT-5) Top chord 2x4 SP #2 N 120 mph wind, 22.92 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x6 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. Roof overhang supports 2.00 psf soffit lodd. Right end vertical riot exposed to wind pressure. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: #1 hip supports 6-0-3 jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) BC 110 0.29 16.79 Deflection meets L/360 live and L/240 total load. 5X7= 3X5= 1.5X4111 5X5= 3X50 12 [— 6-5-6 6-5 6 20-7 0 2X5(Al) = 1.5X4 HI 3X5= 3X5= 3X8= 3X10111 HANGER= SIMPSON'S HUS26 OR EQUIVALENT FILL ALL NAIL HOLES. NOTE: L<2-0-0::-J SPECIFIED HANGER(S) BASED ON SOUTHERN PINE I, 6-0-3 _I_ 10-9-5 _1 LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 16-9-8 Over 2 Supports _I R-1297 U=990 W=3.5" R=1280 U=901 COLL PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0 4 fir••'v FL 4 R Scale =.25" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. � No, LL 20.0 P S F R E F R 1 5 1 10863 REFER TO SCSI I-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRDSS PLATE INSTITUTE, 583 D'ONOFRI0 DR., SUfTE 200, MADISON, WI 53]I9I AND WTCA (WOOD TPUS$ COUNCIL OF AMERICA, 6300 ENTERPRISE IN, MADISON, WI 53719) FOR SAFETY PRAC7TCE5 PR1DR TO PERFDRM7NO THESE FUNCTIONS. UNLESS OTHE0.N[S£ INDICATED. T C D L 7.0 PSF DATE 11/23/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AHD BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. �• BC DL 5.0 PSF DRW HCUS11151 04328257 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINFF D �• ALPINE PHODUCT5, INC. $HAL I. NOT BE RESPONSIBLE FON ANY OklIA110N FROM THIS OESIGN: ANY FAILURE TO BUILD HE d� ••r O��� B C L L 1 0.0 P S F HC-ENG MN M/A D R TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLINfi, SHIPPING, INS TALL JNG 8 BRACING OF THUS S. /�- DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFAPA) AND TPI. ALP •• �• r`� CONNECTOR PLATES ARE MAGE OF 20/18/16 GA (W,H/SJK) ASTM A653 GRADE 40/60 (W, K/H,S) GAL Y. $TF.EIN APPLY S�1ONAi. T O T LD. 42.0 P S F S E A N 16883 PLATES i0 EACH FACC OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DE S[GN, POSITION PER ORA. 760A-Z. `•_ 71p. EngineeredProducts, nc. ANYINSPECTIONOF PLATES FOLLOWED BY (I) SHALE B£ PER ANNE% A3OFTPII-2002SEC.3. A SEALONTHSDUR.FAC. 1.25 FROM CU 5 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RF SOMSIB IF ITY SOLELY FOR THE TA COMPON FNT 19 0 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE TIaines 'w FT 33844 BUIL ..� ^��.,r,NER P ••`^TPI T ov '^� ,m . . rd _m .<— _z t � �_ _ — -�, _ :u t CIN 4.0 _ Jf �1SI1 _Z04> ;_ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092 LOT 24 HIDDEN PARADISE / BESTCON - LOT 24 HIDDEN PARADISE UT-6 2 PLY) Top chord 2x6 SP 1/1 Dense: 2 COMPLETE TRUSSES REQUIRED —" Bot chord 2x6 SP #1 Dense Webs 2x4 SP #3 :W1, W11 2x6 SP #2 N: Nailing Schedule: (0.1310.0--g_nails) :W2, W12 2x4 SP #1 Densc: Top Chord: 1 Row @ 7" o.c. Bot Chord: 1 Row @ 10" o.c. 120 mph wind, 20.58 ft mean hqt, ASCE 7-98, CLOSED bldg, Webs : 1 Row @ 4" o.c. Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, Use equal spacing between rows and stagger nails wind BC DL=2.5 psf. in each row to avoid splitting. (1) 1/2"_bolts MAY BE USED FOR (2) 0.1310.0_g_nails ON Deflection meets L/360 live and L/240 total load. EITHER THE TOP OR BOTTOM CHORDS. SPECIAL LOADS Bearing blocks: Nail type: 0.1310.0_g_nails ------(LUMBER DUR.FAC.=1.25 / PLATE DUR J AC.=1.25) BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK WALL PLATE TC From 54 PLF at 0.00 to 54 PLF at 1.00 1 0.063' 1 12" 13 Match Truss TC From 340 PLF at 1.00 to 340 PLF at 16.79 2 29.208' 2 12" 13 Match Truss TC From 340 PLF at 16.79 to 340 PLF at 29.37 Bearing block to be same size and species as bottom chord. BC From 212 PLF at 0.00 to 212 PLF at 6.44 Refer to drawing CNBRGBLK0503 for additional information. BC From 30 PLF at 6.44 to 30 PLF at 29.37 TC 185 LB Conc. Load at 1.00 Max JT VERT DEFL: LL: 0.31" DL: 0.12" recommended camber 1/4" TC 1780 LB Conc. Load at 16.79 BC 1370 LB Conc. Load at 6.44 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 73 0.06 29.44 Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 8X8= 6x8= 3x6= 8X8- 3X6= 6X8= 6X8= 4-8-14 WZW12 4-8-14 4-8-14 W 15-10-2 11 5X5111 8X8= 3X8= 3X8= 8X8= 8x8= 5x5 III R=8207 U=4825 W=3.5" R=6882 U=40 W=2.75" Over 2 Supports f-gii. ` N-- 29-4-8 PLT TYP. Wave TPI Desi n Crit: TPI-1995 STD 7. . -,,/4/-/-/R/- Scale =.1875" Ft. *WARNING"•TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. " C T C L L 20.0 P S F R E F 8 1 5 1 10864 REFER TO BC 51 1-03 (BUILDING COMPONENT SAFETY INF Oft MAT ION), PURL ISNED BY TPI (TRUSS PLATE [NSiITUTE, 583 V iI B-ON0 GRID DN., SUI IF 200, MADISON. WI 53]19) ANDBB 10 WICA (MOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN „O PLESS IC HORDW SHALL I HAYED PROPERLYP Y AIT ITTACHEDS STRUCTURAL'PANEISIANDT BOTT OMDN FOR DN S HALLN HA V E AT PRO PE RLYHERWISE I ATTACHED •�NDICATED TC D L 7.0 PSF DATE 11/23/04 RIGID CEILING. • S 'A DL 5.0 PSF DRW HCUSR151 04328258 "*IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER �•••• PRODUCTS. INC. IHALL NOT BE RESPONSIBLE fDO ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE C L L 10.0 P S F HC-ENG M N M A D R ALPINE TRUSS IN CONFORHAMCE WITH TPI: 0R FABRICATING. HANDLING, SHIPPING, INSTALLING A BRACING OF TRUSSES. O / DESIGN CONF ORM5 WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE .••O ���•"•`� CONNECTOR PLATES ARE MADE OF 20/IB/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GALV. STEEL. APPLY -•�E� 0 T.L D. 42.0 P S F S E Q N 16885 PLATES TO EACH FACE OF TRU55 AND, UNLESS OTHERWISE LOC AIED ON IN IS DESIGN, POSITION PER DRAWINGS 160A-Z. v NA%L. 1 ine En ineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (II SHALL BE FR ANNEX A3 OF TPI1-20O2 SEC.3. A SEAL ON THIS D U R.FAC. 1.25 F R 0 M C U Y g ORANIXG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING I5 THE THE OE THE it,",,;rhaines "� 338 BUT It, IGNER - '-' rvl 1 NOV JQ L-4 , cn ,A .94.0 ;.._.; " 114 �CI _7(1tL, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE UT 7) Top chord 2x4 SP #2 N 120 mph wind, 18.31 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP y3 DL=3.5 psf, wind BC DL=2.5 psf. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.036' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 2.036' Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection is 0.21" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.04" due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) BC 92 -0.06 5.87 Deflection meets L/360 live and L/240 total load. BC 92 0.06 0.12 BC 92 5.87 22.94 BC 92 22.74 22.79 5X7= 1.5X4111 5X7= IT 12 3X50\ 12 6-5-9 3X 0 0-8-1 0-8 1 T T }15-10-2 5X5(A3) = 1.5X4111 5X7= 1.5X4111 rr 5X5(A3) HANGER- SIMPSON'S HUS26 OR EQUIVALENT FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. L2-0-0:.J I, 5-9-8 _1, 11-5-0 _1_ 5-9-8LIE _I 23-0-0 Over 2 Supports R=959 U=560 R=1095 U=677 W=3.5" s�.cocky PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. q•••• FL 4 R - Scale =.25 Ft. **WARNING—TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F R E F R151-- 10865 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUS5 PLATE INSTITUTE, 593 D'ONOFRIO DR.. SUITE 200, MADISON, WI 5371 9) AXD MICA (W000 TRUSS COUNCIL OF AMERICALESS, 6300 ENTERPRISE l 0• TOPMA I CHORDN SHALL I HAYED PROPERLY ARTTACHEBS STRUOCTURALPPANELSI ANDT BOTTOMUCHORBN SMALL' AVE AT PR OP ERW IRLYI A DTT ACHE • ' T C D L 7.0 P S F DATE 11/23/04 RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE D TA BC DL 5.0 PSF DRW HCUSR151 04328259 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BESIGN; ANY FAILURE IO HUITO T O�•• �• B C L L 1 0.0 P S F H C-ENG M N M/A D R ALPINE RUSS IN f,ONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING E BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NBS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE A �_A{ •`` TOT.L D. 42.0 P S F S E Q N 16887 CONNECTOR PLATES ARE MADE OF 20/18/16 GA (N,H/S/K) ASTM A653 GRADE 40/60 (W, 11".1) GAL V. STEEL. APPLY •••- r`��t✓• PLATES 10 LACH fACE Of TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER Oft AWL NGS 160A-Z. "• I me Engineered Products, nc, ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER AN ME A3 OF TO 11-2002 SEC.3. p SEAL ON THIS SIpNA� D U R.FAC. 1.2 5 FROM C U P 5 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 19 0 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE aides BUIL IGHER 'IPI I U Nov '�cIN � X4.0 � 1s1 zo .ems � � � _ ��'�� �. . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092 LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE UT-8) Top chord 2x4 SP #2 N 120 mph wind, 18.34 ft mean hgt, ASCE 7 98, CLOSED bldg, not Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 N: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=2.5 psf. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.007' :Rt Slider 2x4 SP #3: BLOCK LENGTIi = 1.985' Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection is 0.21" due to live load and (A) 2x6 #3 or better "T" brace. 80% length of web member. 0.09" due to dead load. Attach with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. (B) 2x4 #3 or better "T" brace. 80% length of web member. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Attach with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. CHORD SPACING(IN OC) START(FT) END(FT) BC 46 0.00 6.00 Deflection meets L/360 live and L/240 total load. BC 46 0.13 0.18 BC 46 6.00 23.00 PROVIDE FOR ADEQUATE ROOF DRAINAGE. BC 46 22.80 22.85 HANGER= SIMPSON'S HUS26 OR EQUIVALENT 4X4=— 4X4=— FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE �1 LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 112 12 CATALOG FOR PROPER APPLICATIONS. 12 6X6 3X5\\\ 3X5/4' 6X12 12 6-6 5 (A) (B) 0-8-1 0-8-1 ZZ T B2 T -�j 15-10-2 5X5 (A3) = 5X5= 5X5= 5X5= 5X5(A3) 3X5= L<z-0-0>1 1_ 5-10-4 J— 4-10-7 —11-a-z� _1, 4-9-11 _I, 5-9-8 J 23-0-0 Over 2 Supports R=959 U-540 R-1095 U=656 W=3.5" 14e.— .c0q/'C1FlC,4r':v FL 4 R Scale =.25" Ft. PLT TVP. Wave TPI Desi n Crit: TPI-1995 STD 7.0 ' **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R151-- 10866 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 0 f1 •1� O'ONOFRIO OR.. SUITE 200, MADISON, NI 53719) AND WTCA (WOOD iR USS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. �/ L MADIS011, NI 53719) FOR SAFETY PRACTICES PRIOR t0 PERFORMING TME SE FUNCTIONS. UNLESS OTHERNISE INDICATED. : * T C D L 7.0 P S F DATE 11/23/04 TOP CHORD SHALL HAVE PR OPERLV ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SNAIL HAVE A PROPERLY AT RIGID CEILING. A **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED OF BC DL 5.0 PSF DRW HCUSR151 04328260 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FNOM THIS DESIGN; ANY FAILURE TO BUILD THE (� ALPINE TRUSS 1N CONFORMANCE KITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. 90,�►% •."�Rt. •`/ BC LL 10.0 P S F HC-ENG M N M/A D R DESIGN CONFORMS KITH APPL[CABLE PROVISIONS OF NDS (NA710NAL DESIGN SPEC, :IT AFB PA) AND TP[. ALPINE /� •• " CONNECTOR PLATES ARE MADE OF 20/18/16 GA (W,H757K) ASTM A653 GRADE 40/60 (W, K/H.5) GAL V. STEEL. APPLY c •�••� TOT.L D. 42.0 P S F S E 0 N 16889 PLATFS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS I60A-Z. /QNAIL E 1pine Engineered Products, nc. ANY INSPECTION OF PLATE5 FOLLOWED BY (i) SH BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS 1n Marl Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT D U R FAC. 1.25 F R 0 M C U �_ DESIGN SHOWN. THE SUITABILITY AND USE VF THIS COMPONENT FOR ANY BUILDING IS THE THE OF THE n ,Haines 33NI' eul .IGxcR iTPI T4 - - - _r-d `Jr, artifi .Aati o izab ,r�to F U_ .;::,.4 1;_ _ e'.", tr, a - ,:�.._ „ NovO V ,....,C I N � .�„, ... . —ZOO;_. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / RESTC!1N - LOT 24 HIDDEN PARADISE UT-9) Top chord 2x4 SP PC' N 120 mph wind, 18.34 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-3.5 psf, wind BC DL=2.5 psf. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.007' :Rt Slider 2x4 SP 13: BLOCK LENGTH = 1.985' Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection is 0.22" due to live load and (A) 2x4 #3 or better "T" brace. 80% length of web member. 0.09" due to dead load. Attach with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 47 -0.06 5.94 PROVIDE FOR ADEQUATE ROOF DRAINAGE. BC 47 0.08 0.14 BC 47 5.94 22.94 BC 47 22.74 22.79 4X4= 4X4= 12 12 6X6% 12 F— 3X5\\\ 6X12 12 6-6-5 3X5# (A) (A) 0-8-1 0-8-1 T 15-10-2 5X5(A3) = 5X5= 5X5= 5X5= 5 X 5(A3) 3X5= L<2-0-0>J L<2-0-0:J 1, 5-10-4 _I, 4-10-7 _I,1-8-2 1— 4-9-11 ,I, 5-9-8 ,I 23-0-0 Over 2 Supports R=1088 U=647 W-3.5" R=1088 U=647 W=3.5" 0004* CO PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. N,1FlC1 FL 4 R - Scale =.25" Ft. '*WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T C LL 20.0 P S F R E F R 15 1 10867 D'ONOFRI0 OR., SUITE 200, MADISON, WI 53119) AND NTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE MADISON, WI 5371 9) FOR SAFETY PRACTICES PRIOR TD PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED ' : * T C D L 7.O P S F DATE 11/23/04 TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH RIGID CEILING. *'IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE D ST F BC DL 5.0 PSF DRW HCUSR151 04328261 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BMI1B T /p�• �� B C L L 10.0 P S F HC-ENG M N M/A D R ALPINE TRUSS IN CONFORMANCE NITH TPI; OR FABRICAILNG. HANDLING, SHIPPING, TNSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE • R ` T 0 T L D 4 20 P S F S E Q N� 16891 CONNECTOR PLATES ARE MADE OF 20/18/16GA IW.H/S/K) ASTM A653 GRADE 40/60 (W.K/H.S) GALV. STEEL. APPLY �• •..... � .� •• 14 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS I60AI2. 1 me Engineered Products, nC. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHAL1 BE PER ANNEX A3 OF TPI1-2002 6EC.3. A SEAL ON THIS �AL D U R.FAC. 1.25 FROM C U P 1950 Marl DTIVC DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT �' DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE arOE3 Bu ;IGNER ,...0/TPT I ...Nov .i. ,.. -- CINE 24. _, J _ 15 ZO't�._-:c. ``l'L' (D1092-LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE UT-10 2 PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N :T4 2x4 SP #1 Dense: 2 COMPLETE TRUSSES REQUIRED Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W14 2x4 SP #2 N: Nailing Schedule: (0.13lx3.0_g_nails) :Lt Wedge 2x6 SP #2 N::Rt Wedge 2x6 SP #2 N: Top Chord: 1 Row @ 12" o.c. Bot Chord: 1 Row @ 12" o.c. 120 mph wind, 18.24 ft mean hgt, ASCE 7-98, CLOSED bldg, not Webs : 1 Row @ 4" o.c. located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Use equal spacing between rows and stagger nails DL=3.5 psf, wind BC DL=2.5 psf. in each row to avoid splitting. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Roof overhang supports 2.00 psf soffit load. CHORD SPACING(IN OC) START(FT) END(FT) BC 98 0.00 8.16 Calculated horizontal deflection is 0.28" due to live load and BC 49 7.85 11.46 0.11" due to dead load. BC 70 11.46 16.65 BC 70 16.34 16.65 Deflection meets L/360 live and L/240 total load. BC 80 16.65 23.00 3X5= 5X7= 2X5111 PROVIDE FOR ADEQUATE ROOF DRAINAGE. 1.5X4111 1.5X4111 3X50 3X50 12 5X12% 12 W14 6-6-5 12 2 T4 5X1 � 12 X 8= 0-8-1 � i � 5 8 � 20-8-1 6 L 74411 12 T15-10-2 5X5(B2) = 8X8- 8X10= 1.5X4111 1.5X4 Til 3X5% 3X5= 1.5X4111 5X5- 1.5X4111 5X5 (B2)- LF2-2-8�.J L2-0-0::,-J T 1-8-2 5-10-4 4-10-7 4-9-11 5-9-8 8-1-15 3-3-1 5-1-1 6-5-15 23-0-0 Over 2 Supports R=1101 U=652 W=3.5" R=1087 U=639 W=3.5" SF�coct,,�s PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7. �• :v FL 4 R - Scale =.25" Ft. —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F R E F R 1 5 1 10868 REFER TO BCS. 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DP., SUITE 200, MADISON, NI 53111 AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED * T C D L 7.0 P S F DATE 11/23/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN RED �•i.• ST Of r•Q BC DL 5.0 PSF DRW HCUSR151 04328262 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUIL THE O • C L L 10.0 P S F HC-ENG M N M/A D R ALPINE TRUSS IN CONFORMANCE WIiH iPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF THUS S. • •• O DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TP[. ALP E �n �•• CONNECTOR PLATES ARE MADE OF 20/18/16 GA (W,H/S/K) ASTM A651 GRADE 40/60 IN. K/H,S) GALV. STEEL. ADPL ( • ••�•� �\ TOT.L D. 42.0 PSF S E Q N 16893 PLATES TO EACH FACE OF TRUSS AND. UNLESS OIHERW IS LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. (pine Engineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF IPII-2002 SEC.3. A SEAL ON .THIS D U R FAC. 1.2 5 FROM C U 1950 Marl 1)1IVe DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SP DIF 8I1 ITY SOLELY FOR THE TROSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE _ .,' alnes 33N BDILIGNER TPI I n 'n4 s r � a ..,_. _ v. __ - LIN -4.0t, Jf , _ ; 1SII , Z04t . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / BESTCON - LOT 24 HIDDEN PARADISE UT-11) Top chord 2x4 SP #2 N 120 mph wind, 18.34 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, Webs 2x4 SP #3 wind BC DL- 2.5 psf. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.074' :Rt Slider, 2x4 SP #3: BLOCK LENGTH = 2.074' Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection is 0.35" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.05" due to dead load. 4X4= CHORD SPACING(IN OC) START(FT) END(FT) BC 76 0.00 5.85 Deflection meets L/360 live and L/240 total load. BC 75 5.85 11.65 1 12 12 665 3X5# 3X5\\\ 5X7(R) 18 6 6 0-8-1 0-8-13 15-10-2 X c 5X5 (F3) % 8X8(F3) L--2-0-0—�IJ 5-10-4 —5-9-8 �— 11-7-12 Over 2 Supports R=622 U=451 W=3.5" R=478 U=301 W=2.75" sc:COLI PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. �•� ��F�C'SI•'`•.r F 4 R - Scale =.375" Ft. **WARNING*'TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. • C L L 20.0 P S F R E F R 1 5 1 10869 REFER TO BCSi 1-03 (BUILDING COMPONENT SAFETY [Nf ORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 �tr� 7� D'0NOFRIO DR., SUITE 200. MAO ISO", NI 53719) AND WICA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN . .1i/•.�' - MADISON, WE 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TC DL 7.0 P S F DATE 11/23/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER • TA F DL 5.0 PSF DRW HCUSR151 04328263 ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIA110N FROM THIS DESIGN; ANY FAILURE TO BUILD THE �� B C L L 1 0.0 P S F H C-ENG M N M/A D R TRUSS IN CONFORMANCE KITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING 6 BRACING OF TRUSSES. O •• DESIGN CONFORMS WITH APFLI CABLE PROVISIONS OF NOS (NATIONAL ❑ESIGN SPEC, BY AFNPA) AND TPI. ALPINE A CONNECTOR PLATES ARE MADE Of 20/I8/16GA (W,H/S/K) ASTM A6S3 GRADE 40/60 (W, K/H,6) GALV. STUI. APPLY �fiA ••�O��N���` TOT.L D. 42.0 P S F S E Q N 16895 PLATES TO EACH FACE OF TRUSS AND. UNLESS 0TH€R WISE LOCAILO ON THIS OE SIGN, POSITION PER DRAWINGS 160 A-2. v 71pineEn olneeCed Products, ne. ANVINSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PERANNE% A3 OF TFII-2002 SEC.3. ASEAL ON THIS ��NA� DUR.FAC. 1.25 FR0M CU DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 19 0 Marley Drive DESIGN SHOWN. EHE SUITA O IL ITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE .Bain 338q� Bul SIG"ER NOV `'"9CI 24. r 1S ��� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / BESTCON - LOT 24 HIDDEN PARADISE - UT 12) Top chord 2x4 SP 112 N 120 mph wind, 18.13 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP p2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, Webs 2x4 SP #3 wind BC DL 2.5 psf. Roof overhang supports 2.00 psf soffit load. Gable end supports 8" max rake overhang. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: See DWGS A12030EC1103 & GBLLETIN1103 for more requirements. CHORD SPACING(IN OC) START(FT) END(FT) BC 78 -0.10 5.85 Deflection meets L/360 live and L/240 total load. BC 77 5.85 11.56 4X4=— Shim all supports to solid bearing. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 12 12 5X7 (R) III 6-1-6 + 3X341 + 2X4(D1) 0-4-14 0-8-1 � 15-10-2 5X7% 6 6 R=97 PLF U=32 PLF W=11-6-12 L<-2-0-0--j I0-9-1� 5-0-5 31.I< 5.8.8 .J 5-10-4 5-8-8 'l 11-6-12 Over Continuous Support Note: All Plates Are 1.5X4 Except As Shown. SF:C0` �•- �tFic"• s q'•••. „ PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. '04 FL 4 R Scale =.37511 Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. 0. T C L L 20.0 P S F R E F R151-- 10870 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON OFR IO DR., SUITE 200, MR EADISON, WI 53719) AND NTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENR�ISTERPRISE LN - MOPI CHORDS ON W SHALL1 537THAVE OPR O PER LY ARTACHEDS STRUCTURALPPANELSI ANDT BOTT"ESEOMUXHORDN SHALLN HAVE ATPROPERLYI ADTTACHED • T C D L 7.0 P S F DATE 11/23/04 RIGID CEILING. � • ST F Q BC DL 5.0 PSF DRW HCUSR151 04328264 **IMPORTANT**FIIRNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN RED %• PRODUCTS, INC. SHALL NUI Bk RlSPUNSIBL! FUR ANY OEVIATIOX FROM THIS DESIGN; ANY FAILURE TO BUIL IME O� P•` C L L 1 0.0 P S F H C-ENG M N M/A D R ALPINE TRUSS IN CONFORMANCE WITH TPI: UR FABRICATING, HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUS S. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS {NATIONAL DESIGN SPEC, BY AFBPA) ANO TPI. ALP E ��••�•�• CONNECTOR PLATES ARE MADE OF 20718/16GA (W,H/"" ASTM A653 GRADE 40/60 (W, K/H,S) GALV. STEEL. APP L IY^L TOT.L D. 42.0 P S F S E Q N 16897 PLATES 10 EACH FACE OF TRUSS AND, UNLF SS OIHERWI 5E LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. U 71ppine En ineered Products, nc. ANYINSPECTION OF PLATESFOLLOWEDBY (1) SHALLBE PERANNEXA3 OF TPI1-2002SEC.3. ASEAL ON THIS DUR.FAC. 1.25FR0M CU g DRAWING INDICATES ACCF PTANCE OF PROFESSIONAL FNGINTER ING RESPONSIBILITY SOLELY FOR THE IRII SS COMPONENT 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haines '_- 3384' But ,,IGXEft iTPI 1 y., _: -:,. a ;_: _ � v�u� 'C I N�. ,-4.1',`- 1 �z,:L tSrti Cat -.—LOA THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / BESTCON -- LOT 24 HIDDEN PARADISE UT 13) Top chord 2x4 SP #2 N 120 mph wind, 18.31 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, Webs 2x4 SP #3 wind BC DL-2.5 psf. :Lt Slider 2x4 SP 1/3: BLOCK LENGTH = 2.052' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 2.053' Roof overhang supports 2.00 psf soffit load. Deflection meets L/360 live and L/240 total load. Calculated horizontal deflection is 0.31" due to live load and 4X4- 0.05" due to dead load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 74 0.06 5.79 BC 75 5.79 11.58 12 12 6-5-9 3X5Or' 3 X 5 5X7 (R) III 6 6 L- 0-8-13 0-8-1 7— 15-10-2 8X8(F3) % 5X5 (F3)s L<--2-0-0-->J I, 5-8-12 a+e 5-9-8 > � 5-8-12 T 5-9-8 11-6-4 Over 2 Supports R=473 U=297 W=2.75" R=617 U=448 W=3.5" N,7, C OC r tr PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. if X14 :eI FL 4 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. 1_�0� �1 T C L L 20.0 P S F R E F R151-- 10871 REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 L D'ONUF RIO DR., SUITE 200. MADISON, N1 53719) AND WT CA (WOOD IRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WE 5371 9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION5. UNLESS OTHERWISE INDICATED. T C D L 7.0 P S F DATE 11/23/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI GTD CEILING. � S OF BC DL 5.0 PSF DRW HCUSR151 04328265 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUCiS, INC. SHALL 'IT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TO O ` B C L L 1 0.0 P S F HC-ENG M N M/A D R ALPINE RUSS IN CONFORMANCE WITH TP[; OR FABRICATING, HANDLING, SHIPPING, INSTALLING&BRACING OF TRUSSE DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, 8Y AFBPA) AND TPI. ALPI F • �" CONNECTOR PLATES ARE MADE Of 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H.S) GALV. STEEL. AP PL ,0�� T 0 T.L D. 42.0 PSF S E O N 16899 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWING5 16UA-1. ]pine En ineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNE% A3 OF TPIS-2002 SEC.3. A SEAL ON THIS D U R FAC. 1.25 F R 0 M C U P 1950 Mazle IMVe DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS f.OMPONFNT Y DESIGN SHOWN. THE SUITABILITY ANO USE Of THIS COMPONENT FOR ANY IT IS THE RESPONSIBILITY OF THE ,H,fi� �'. 3384,. BUI SIGNER - -/TPI 1 '�4 �"1C I N 24. J 1 S ]�� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, (D1092-LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE UT-14) Top chord 2x4 SP #2 N 120 mph wind, 18.10 ft mean hgt, ASCE 7 98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. Roof overhang supports 2.00 psf soffit load. See DWGS A12030EC1103 & GBLLETIN1103 for more requirements. Gable end supports 8" max rake overhang. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BC 76 0.00 5.65 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. BC 77 5.65 11.54 4X4-- Deflection meets L/360 live and L/240 total load. Shim all supports to solid bearing. 12 5X7(R) III 6010 + 12 + + 3X3o� 2X4(D1) 0-4-14 5 X 7�-� 0-8-1 15-10-2 6 6 IE 8-4-12 _I IE-2.0-0 0-9-1 I_ 5-7-12 SIE 4-11-9 5-7-12 1 5-9-8 �– 11-5-4 Over Continuous Support— > R=97 PLF U=32 PLF W=5-7-12 Note: All Plates Are 1.5X4 Except As Shown. •COu��'c�' iFICgr•:v PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. 4 FL 4 R - Scale --WARNING-TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. �1 C 2 • T C L L 20.0 P S F R E F R151-- 10872 REFER TO BCSI 103 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 a i+ D'ONOFR[O DR., SUITE 200. MIA"ADISON, WI 53711PRE1 AND WTCA (WOOD TROSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN "- DR HOPAO I CHORO S ON W SHALL 'HAVE PROPERLY ATTACHEDSSTRUCTURALPPANELS(NG A NOT BOT TOMUCNORDNS.SHALLNLESS HAVE ATHERWISE PROPERLYNDICATED ATTACHED • TC D L 7.0 P S F DATE 11/23/04 RIGID CEILING. •'t . Q BC DL 5.0 PSF DRW HCUSR151 04328266 "IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER • PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO BUILD T Q�% • ••••`` B C L L 1 00 P S F H C-ENG M N M/ADR ALPINE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING& BRACING OF TPUSSES. \1 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE S[GN SPEC, DY AiBPAJ AND TPI. ALPINE • �• �� CONNECTOR PL ALES ARE MADE OF 20/1H/16GA (W.H(S/K) ASTM A653 GRADE 40/60 (W, K/H.S) GAL V. STEEL. APPLY /ANAL `v TOT.L D. 4 2.0 P S F S E O N 16901 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2. 71ppine En ineered}P��roducts, ne. ANVINSPECTION OF PLATES fOLLONED BY (i) SHALL BE PER ANNE% A3 OF "I1-2O 02 SEC.3. A SEALON /HIS DUR.FAC. 1.2 5 FR0M CU 1950 Marley L,IVC DRAW TNG INDICATES ACCEPTANCE OF PPOFE SSIONAL ENGINEERTNG RESPONSIBILITY SOLELY FOR TNF TRUSS COMPONENT ey DES GN SHOWN. THE SUITABILITY AND USE OF 1111 COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE (` '„`e s..;113Ill0 338 BU .&:.;.SIGNER /TPI 1 ..1'.z ' ..,:L _, N �O,.�.:� !: .....2 11 -. _.��... n0['I 70 .. r1 f f#It�SLori c�V d THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092 LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE UT-15) Top chord 2x4 SP u2 N 120 mph wind, 24.41 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, Webs 2x4 SI' #3 wind BC DL-2.5 psf. Roof overhang ;;upports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 66 0.29 10.50 BC 83 10.50 20.71 5X7= 5X7= 3X5# 3X5\\\ 12 F 12 9 5 3 5X5= 3X5% 3X5 J 6 6 1.5X4111 1.5X4111 2070 2X4(A1) % 2X4(A1) Lr_2-0-0'�,J L---2-0-0:-J I_ 9-0-0 ,I, 3-0-0 _I, 9-0-0 10-6-0 �T 10-6-0 �- 21-0-0 Over 2 Supports R=1004 U=754 W=3.5" R=1004 U=754 W=3.5" C0Qz PLT TVP. Wave TPI Design Crit: TPI-1995(STD) 7. �4 q�' '•� FL/-/4/-/-/R/- , L - 4 R Scale =.25" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACE HG. TC LL 20.0 P S F R E F R1 51 10873 REFER TO BCS[ 1-03 (HUILDIMG COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 P�O� D'ONOFRIO OR., SUITE 200. MADISON, WI 53]19) AND NTCA (W000 TRUSS COUNCIL OF AMERILL,CA, 6300THEN ENTERPRISE L MO'IS%U SHALLIHAVEOP ROPERLY ATTACHEDSSTRUCTURALPPANELSIA NDTBOTTOMUCHORDNSMALLNHAVE 0 'ROPERLYIADTACHE TC D L 7.0 P S F DATE 11/23/04 RIGID CEILING. $' QF BC DL 5.0 PSF DRW HCUSR151 04328267 **IMPORTANT**FURNISH A COPY OF THIS OF SIGN TO THF INSTALLATION CONTRACTOR. ALPINE ENGINEERED '� PRODUCTS. INC. SHALL NOT BE RESPONSIBLE TOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BOILD IN O •• B C L L 1 0.0 P S F H C-ENG M N M/A D R ALPINE TRUSS IN CONFORMANCE WITH TPI; OR fABPICATING. HANDLING. SHIPPING. INSTALLING&BRACING OF TRUSSE •• R DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND IPI. AT E L O•• TOT.L D. 4 2.0 P S F S E O N 16903 CONNECTOR PLATES ARE MADE OF 20/IB/16GA (W.H/S/R) ASTM A653 GRADE 60/60 (W, R/H,S1 GALV. STEEL. Al PL ••� PLATES TO EACH FACE OF TRUSS AND, UNLESS OT IIE RWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. U�j�� �Jpine Engineered Products, C. ANYINSPECTION Oi PLATES FOLLOWEDBY (i) SHALL BE PER ANNE% A3 OF TPI1 2002 SEC.3. A SEAL ON THIS ff�� DUR.FAC. 1.25 FR0M C U 5 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FN GINEERING RESPONSIBILITY SOLELY IOR THE TRUSS COMPONENT 1950 Marlev Drive DE GN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE ....;Hain ', .:;,� 338 BD ,.;:.srcxER .I/TPI ' . A: w.:M�: 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA. (D1092-LOT 24 HIDDEN PARADISE / BESTCON -- LOT 24 HIDDEN PARADISE - UT-16) Top chord 2x4 SP /,2 N :T1, T5 2x4 SP #1 Dense: 120 mph wind, 24.21 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, Webs 2x4 SP #3 wind BC DL-2.5 psf. SPECIAL LOADS Roof overhang supports 2.00 psf soffit load. --(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.21 to 54 PLF at 0.00 See DWGS A12030EC1103 & GBLLETIN1103 for more requirements. TC From 154 PLF at 0.00 to 154 PLF at 21.00 TC From 54 PLF at 21.00 to 54 PLF at 23.21 Deflection meets L/360 live and L/240 total load. BC From 4 PLF at -2.21 to 4 PLF at 0.00 5X7 BC From 30 PLF at 0.00 to 30 PLF at 21.00 Shim all supports to solid bearing. BC From 4 PLF at 21.00 to 4 PLF at 23.21 5X7— 6X12(R) III 3X6111 3X6111 3X54/ 3X5D� 3 X 5�� 12 904 X512 3X30 3X3\\` T1 6 T5 +20 7 0 3X5o� 2X4(Al) % 6 1-- 2X4(Al) R=186 PLF U=115 PLF 14=21' 3X50 L<2-0-01I- 5-4-12 SIE 10-2-8 _I L---2-0-0:1 0- �sio 8-2-1 I 3-0-0 I 8-2-1 Oi x(}15 10-6-0 1 - 10-6-0 —21-0-0 Over Continuous Support Note: All Plates Are 1.5X4 Except As Shown. SF••CO•[1��, SIR ••v PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7. © FL 4 R - Scale =.25" Ft. **WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. • �� • •• T C L L 20.0 P S F R E F R 1 5 1 10874 REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'0DEBT DR.. SUITE 200. "AlISON, NI 53719) AND WTCA (MOOD TRU65 COUNCIL OF AMERICA, 6300 ENTERPRISE LN MADISON. WE 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING TN FSE FUNCTIONS. UNLESS OTHERWISE INDICATED * TC DL 7.0 P S F DATE 11/23/04 TOPCHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG 1 0 GETLING. BC DL 5.0 PSF DRW HCUSR151 04328268 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINFER ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD T 90 •• A B C L L 1 0.0 P S F H C-ENG M N M/A D R TRUSS IN CONFORMANCE WITH TP[: OR FABR ICATLNG, HANDLING. SNIPPING, INSTALLING 6 BRACING OF TRUSSES. A� %• O i DESIGN CONFORMS WITH APPLICABLE PROVES TONS OF NDS (NATIONAL DESIGN SPEC, BY AT&P A) AND TPI. ALPINE I� _ CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 IW. K7H,S) GAL V. STEEL. APPLY J ••�••• • T 0 T.L D. 42.0 P S F S E Q N 16905 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DES TG N, ,OSI T[ON PER DRAWINGS 160A-Z. IO��� me En ineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TP 11-2002 SEC.3. A SEAL ON THIS D U R.FAC. 1.25 FROM C U P B DRAWING INDICATES ACCEPTANCE OF PROFE SS[ONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPRNE NT 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS 1HE RESPONSIBILITY OF THE Haines .i 338411 BDI't 1GNER I._...,s./TPI 1 _� : : .Nov °.. ., r,,1CIN ' ..: J 1 ,�, . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092 LOT 24 HIDDEN PARADISE / BESTCON - LOT 24 HIDDEN PARADISE - UT-17) Top chord 2x4 SP X11 Dense :T2 2x4 SP #2 N: 120 mph wind, 24.41 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=2.5 psf. Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 66 0.29 8.50 BC 48 8.50 12.50 BC 85 12.50 20.71 5X8% 5X8 T2 3X5# 3 X 5 12 F_ 1 12 9-5-3 5X12% 5X5= J6 6L_ 1.5X4 UI 1.5X4 M 20-7-0 2X4(Al) % 2X4(Al)s L<2-0-0> L2-0-0>J I, 9-0-0 zl_ 3-0-0 _Is 9-0-0 J (` 8-6-0 T 4-0-0 F 8-6-0 —21-0-0 Over 2 Supports —� R=1004 U=755 W=3.5" R=1004 U=755 W=3.5" SF'CO- � =•''•NIFIC'•,cr PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. V FL 4 R - Scale =.25" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. • • TC LL 20.0 P S F R E F R 15 1 1087 5 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 1�/� D'ONOf RIO DR.. SOITE 200, MADISON, WI 53719) ANO WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN L` MADISON. WI 53719) f0R SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED • 1 TC DL 7.0 PSF DATE 11/23/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED lr RIGID CEILING. ST C DL 5.0 PSF DRW HCUSR151 04328269 *IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINES D /� S *PRODUCTS, INc. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD E /O;�. �• : BC LL 10.0 P S F HC-ENG M N M/ADR ALPINE TRUSS IN IN WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING DF TRUSSE •:(O` DESIGN CONFORMS WITH APPLTCABI PROVISIONS OF NDS (NATIONAL OE SIGN SPEC. BY AFBPA) ANO TPI. AL IN /• R ♦ TOT.L D. 42.0 P S F S E 0 N 16907 CONNECTOR PLATES ARE MADE OF 20/IBJI66A (W,H/S/K) A5 TM A653 GRADE 4UJ 60 1W, K/H,5) GALV. STEEL. APPLY w •••�•�• r PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A Z. NAI` y 71pine Engineered Products, nc, ANY INSPECTIONOFPLATESFOLLOWEDBY (i) SHALL BE PER ANNEX A3 Of TP11-2002 SEC.3. A SEAL ON THIS ` DUR.FAC. 1.25 FR0M CU 1950 Mazle IhIVe DRAWING INDICATES ACLS PTANCE OF PPOF F.SSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRU55 COMPONENT }'. DE5 GN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Hain 33 LOU siGxeR -'TPI T NCO, `"rnACI ,.2 .1 rr.": ')CLnie.�. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / BESTCON - LOT 24 HIDDEN PARADISE UT-18) Top chord 2x4 SP #2 N :172 2x6 SP #2 N: 120 mph wind, 23.41 ft mean hgt, ASCE 7-98, CLOSED bldg, not :T3 2x4 SP #1 Dense: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Bot chord 2x8 SP #2 N :B3 2x8 SP #1 Dense: DL=3.5 psf, wind BC DL=2.5 psf. Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. SPECIAL LOADS ------ (LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) Calculated horizontal deflection is 0.21" due to live load and TC From 54 PLF at 0.00 to 54 PLF at 23.21 0.08" due to dead load. BC From 30 PLF at 0.00 to 30 PLF at 21.00 BC From 4 PLF at 21.00 to 4 PLF at 23.21 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BC 2625 LB Conc. Load at 16.62 CHORD SPACING(IN OC) START(FT) END(FT) BC 72 0.29 7.13 Deflection meets L/360 live and L1240 total load. 5 X 1 2 BC 69 7.13 13.88 5X7=- 3X8=- T2 BC 47 13.88 20.71 3X50 3X8\\\ 12 T3 Lj 12 7 5 3 1.5X4 u1 10X14= 10X14= B3 3X5 (Al) J 6 5X9111 6 1.5X4 NI 625# 20-7-0 V 5X12 F5 R=1399 U=1049 W=3.5" R=3112 U=2332 W=3.5" �2-0-0:�1 7-0-0 =J 7-0-0 _If 7-0-0 _I 7-1-8 6-9-0 "f 7-1-8 Le 21-0-0 Over 2 Supports CO PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0 . ��• �• V FL 4 R - Scale =.2511 Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. • TC LL 20.0 P S F R E F 8 1 5 1 1087 6 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MA)ISON, '153'1'I AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, . L MADISON. WI 53]1 9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNlE55 OTHERWISE INDICATED. DL 7.0 P S F DATE 11/23/04 TOP CNORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. S�► BC DL 5.0 PSF DRW HCUSR151 04328270 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BESIGN; ANY FAILURE TO BUILD THE BC LL 10.0 P S F HC-ENG M N M/A D R TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALL LNG b BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINEO_ TOT.L D. 42.0 P S F S E Q N 11772 R E V CONNECTOR PLATES ARE MADE OF 20/I8/16GA (W,H/S/K) ASTM A653 GF.ADE 40/60 (W. K/H.S) GAL Y. SIILL. APPLY r .• PLATES i0 EACH FACE OF TRUSS AND. UNLESS OTHERWtSE LOCATEB ON THIS DESIGN, POSITION PER DRAWINGS 16OA-2. �pNA1. 71pine En ineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BV (i) SHALL BE PER ANNE% A3 OF TPI1-2002 5FC.3. A SEALON THIDUR.FAC. 1.25 FR0M CU g DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RFSPON S IBILITY SOLELY FOR THE TRUSS CUMPONI NT 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Hainea "` 338 BUI --- --�IGNER •••^�TPIt Nov 9 CDA 7 " Cc_ 161 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE UT-19) Top chord 2x4 SP #2 N 120 mph wind, 23.92 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) BC 68 0.25 5.94 Deflection meets L/360 live and L/240 total load. BC 80 5.94 15.06 BC 17 15.06 16.50 4X4= 3X8- 4X4= 3X5\ 12 12 2 8-15 1.5X4111 5X12= 6 1 22-9-4 5X8= 3X5111 6 HANGER= SIMPSON'S HUS26 OR EQUIVALENT FILL ALL NAIL HOLES. NOTE: +20-7-0 2X4(F2) % SPECIFIED HANGER(S) BASED ON SOUTHERN PINE rr LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 5-9-12 9-4-8 1-3-12 Le 5-11-4 9-1-8 1-5-4 16-6-0 Over 2 Supports R=704 U=460 R=682 U=549 PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. •� '9 ••.v FL 4 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. • �� ^ �I� T C L L 20.0 P S F R E F R 1 5 1 10877 REFER TO BCS[ 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 v L D'ONOFRIO DR., SUITE Z00. MADISON, WI 53719) ANO WTCA (WOOD TRUSS COUNCIL Of AMERICA, 6300 ENTERPRISE LN, MO PI CHO RDW SHALLE 537IHAVEO PROPERLY ATTACHEDS STRUCTURAL TO PANELS PANELSING ANDTHESE SUIT OMUC HORDI IN SHALLW HAVE A11 T P ROPERLYIATTACHED ' • * T C D L 7.0 P S F DATE 11/23/04 RIGID CEILING. • O� C DL 5.0 PSF DRW HCUSR151 04328271 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEE D � PROD UCiS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD E � • , �•� B C L L 1 0.0 P S F H C-ENG M N M/A D R ALPINE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING&BRACING Of TRUSSE DESIGN CONFORMS WITW APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF BPA) AND TPI. AL • • rC+ CONNECTOR PLATES ARE MADE Of 20/ID/16GA (W,H/S/K) ASTM A653 GRADE d0/60 (W. K/H,S) GAL V. STEEL. APPLY ••�•• • Y` T 0 T.LD. 42.0 P S F S E A N 16911 PLATES TO EACH FACE Of TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWING S160AS��NA1. L'; me En ineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF IPI1-2002 SEC.3. A SEAL ON THIS D U R.FAC. 1.25 FROM C U P S DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SP ONSIBH ITY SOLELY FOR THE TRUSS COMPONENT 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RE SPONSIB ITTTY BF THE p/� .. .Raine 338 BU[ [GNEP ../TPIT Nov 11, '�4 "1C IN 11 ' J �� ,I:;_ .: 'fi t r.a..itic!}if," :: .: . ..:, ,». :.: ._... :: r.. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092 LOT 24 HIDDE! PARADISE / BESTCON LOT 24 HIDDEN PARADISE UT-20) Top chord 2x4 SP #2 N 120 mph wind, 25.14 ft mean hgt. ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL-2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) BC 49 0.25 3.94 Deflection meets L/360 live and L/240 total load. 4X4= HANGER= SIMPSON'S HUS26 OR EQUIVALENT FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 12 LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3X50 12 6 X 6--,- 4X4= 2-5-1 22-4-14 3X8= 3X5= 3X610 5X5= —� 6 +20-7-0 2X4(F2) 8-3-0 4-5-4 3-9-12 3-11-4 12-6-12 16-6-0 Over 2 Supports '1 R=704 U=469 R=682 U=536 co PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. FL 4 R - Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. TC LL 20.0 P S F R E F R151-- 10878 REFER TO BC51 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5e3 Q� D'ONOFRIO OR., SUITE 200. MADISON, WI 53719) ANO WTLA (W000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN MADISON, WI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE TNOICATED : * T C D L 7.0 P S F DATE 11/23/04 TOP CNORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i S� •� BC OL 5.0 PSF DRW HCUSR151 04329272 **IMPORTANT**I RNTSH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY BE VIAL FROM TNIS DESIGN; ANY FAILURE TO BUILD THE •• 6 • BC LL 10.0 P S F HC-ENG M N M/A D R ALPINE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING R BRACING OF TRUSSES. O /•' On� DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE •�N••_•��• TOT.L D. 42.0 P S F S E Q N 16913 CONNECTOR PLATES ARf MADE OF 20718/16GA (W,M/S/KJ AS A611 GRADE 40760 (W. K/H.5) GALV. STEEL. APPLY ` • f r PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERN[SE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. /��AL r ]pine En Ineered Products, nC. ANY INSPECTION OF plA7ES FOLLOWED RY (TJ SHALL BE PER ANNEX A3 OF TP1 -2002 SEL.3. A SEAL ON THIS I y D U R.FAC. 1.2 5 FROM C U P DRAWING INpI1,AT ES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BU ILBING IS THE RESPONSIBILITY OF THE $81}le5 33 BUI IGNER 'TPI 1 & Nov ! '^4 ""'.CIN '40 J - 1SI -" ZO THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / BESTCON -- LOT 24 HIDDEN PARADISE UT 21) Top chord 2x4 SP #2 N 120 mph wind, 25.14 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL-2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 22 0.25 1.94 HANGER= SIMPSON'S HUS26 OR EQUIVALENT 4X4—= FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 3X5\` CATALOG FOR PROPER APPLICATIONS. 3X59 12 12 3X541 6X6, 3X5= T 1-5-1 21-4-14 J 65X5= 3X5= 3XB= 3X5= 3X5= 20-7-0 2X4(F2) % 3X6111 LL 8-3-0 ,L 6-5-4 ,I,1 9 12� fE 1 11 a'T 14-6-12 �-- 16-6-0 Over 2 Supports R=704 U=497 R=662 U=503 �C ��aC !tis PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. •43 �T•';v FL 4 R Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. �] T L L 20.0 P S F REF R151-- 10879 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTIL UTE, 583 f. D'ONOFRIO OR.. SUITE 200, MADISON, NI 537 9) AND WT CA (N OOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MADISON. WE 53719) FOR SAfETV PRACTICES PRIOR TO PF RFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. * TC DL 7.0 P S F DATE 11/23/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR151 04328273 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS UE51GN; AN'FAILURE TO BUILO TH % �� B C L L 1 0.0 P S F H C-ENG M N M/AD R ALPINE TRUSS IN CONFORMANCE WITH IPI.TS, INC. SOR FABRICATING, HAND ITNG. SHIPPING. INSTALLING 6 BRACING OF TRUSSES. F DESIGN CONFORMS WIT"APPLICABLE PROVISIONS OF NOS (NATIONAL. DESIGN SPEC, BY AFBPA) AND TPI. ALPINE • • `••r•• CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE d0/60 (W, K/H,S) GALV. STEEL. APPLY ,0117^� TOT.L D. 42.0 PSF S E Q N 16915 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. (pine En ineered Products, Inc. ANY IN SPEf.TION OF PLA LES FOLLOWED BY (i) SHALL BE PER ANNE% A3 OF TP II-2002 SEC.3. A SEAL ON THIS D U R.FAC. 1.25 F ROM C U 1950 Marley 1hIVe DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT �' DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Hajnes " 338 BUT IexeR - 'TPI t NOV ^ '^Q '14 �.�,,;a c �,�;CIN .Ot___y it"', S Z0 ..,. I. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS.MFR. (D1092-LOT 24 HIDDEN PARADISE / BESTCON -- LOT 24 HIDDEN PARADISE UT 22 2 PLY) Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x8 SP #2 N Webs 2x4 SP #3 :W4 2x6 SP #2 N: Nailing Schedule: (0.1310.0_g_nails) Top Chord: 1 Row @ 12" o.c. SPECIAL LOADS Bot Chord: 1 Row @ 5" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR J AC.=1.25) Webs 1 Row @ 4" o.c. TC From 154 PLF at 0.00 to 154 PLF at 7.00 Use equal spacing between rows and stagger nails BC From 630 PLF at 0.00 to 630 PLF at 7.00 in each row to avoid splitting. (1) 1/2"—bolts MAY BE USED FOR (2) 0.1310.0_g_nails ON HANGER= SIMPSON'S HGUS28-2 OR EQUIVALENT THE BOTTOM CHORD ONLY. FILL ALL NAIL HOLES. 120 mph wind, 23.14 ft mean hgt, ASCE 7-98, CLOSED bldg, NOTE: Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, SPECIFIED HANGER(S) BASED ON SOUTHERN PINE wind BC DL=2.5 psf. LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. Right end vertical not exposed to wind pressure. 4X4=— 3X5=— IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 56 0.29 4.50 1.5X4= 4 BC 30 4.50 7.00 2-6-15 12 Deflection meets L/360 live and L/240 total load. 22-8-4 1.5X4111 4X4(Al) % 8X10(R) X11 6 20-7-0 IE 4-3-0 � 2-9-0 J ( 4-6-0 T 22 L-7-0-0 Over 2 Supports ---� R=2863 U=2139 W=3.5" R=2625 U=1961 tisF. CO�tis PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. S t/ FL 4 R - Scale =.375" Ft. **WARNING'*TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R151-- 10880 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 Q. D'ON01 RIO DR., SUITE 200, MADISON. WI 53719) AND WTCA (W 000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MADISON, WE 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. * T C D L 7.0 P S F DATE 11/23/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALE HAVE A PROPERLY ATTACHED _ RIGID CEILING. r SJT BC DL 5.0 PSF DRW HCUSR151 04328307 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AI.PIXF ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BESIGN: ANY FAILURE TO DUILD THE �O • • /� O��" • • g C L L 10.0 P S F H C-ENG M N M/A D R ALPINE TRUSS IN'UNFONMANCI WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING 8 BRACING OF 1POSSES. Aw- /` DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE �� ` CONNECTOR PLATES ARE MADE OF 20/18/16GA (N,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GALV. STEEL. APPLY ""..." TOT.L D. 42.0 P S F S E Q N 16923 Products, PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON 1NIS DESIGN. POSITION PER DRAWINGS 160A-2. S�pNA1. EngIneered Products, ne. ANY INSPECTION OFPLATES FOLLOWED BY ()) SHALL BEPER ANNEX A3 OF TP I1-2002 SEC.3. A SEAL ONTHISDUR.FAC. 1.25 FROM CU �ine p DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 19770 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY Of THE Haines"" 3384 BDII IGNER , TPI i .' 70 .r.Rr .�7� 1SIn',1 '/Y� 4.,_ (D1092 LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE UT 23) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. - Top chord 2x4 SP #2 N 120 mph wind, 22.96 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, Webs 2x4 SP ;13 wind BC DL=2.5 psf. Calculated horizontal deflection is 0.55" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.07" due to dead load, CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. 5X5—= BC 59 0.29 11.92 12 F— 5X7(R) III 6-6-3 12 10 10 }20-7-0 2X4(Al) 2X4(Al) L-em-200—>J X20-0� 6-1-0 ATE 6-1-0 12-2-0 Over 2 Supports R=635 U=471 W=3.5" R=631 U=468 W=3" tis fqq�COc PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. •• I4 4r':v FL 4 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. •' C L L 20.0 P S F R E F R 1 5 1 1088 1 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 No. 452 2 O'ONOFRIO DR.. SUITE 200. MADISON, WI 53719) AND WT CA (W000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L NADISON. WI 53719) FOP SAFETY PRACTICES PR10R TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE ♦ T C D L 7.0 PSF DATE 1 1/2 3/0 4 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHE �\ RIGID CEILING. F` *•IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN'EERE 'f • BC DL 5.0 PSF DRW HCUSR151 04328274 PRODUCTS, INC. SHALL NOT BE gESPONSIBIE TOR ANY pEVIANOT FROM THIS DESIGN; ANY FAILURE TO BUILD O�N• OR • •• g C L L 10.0 P S F HC-ENG M N M/A D R ALPINE pUSS IN CONFORMANCE WITH TPt: OR FABRICATING. HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUS S. DESIGN CONFORMS W1 TO APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. AL E �•"._ - CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H.S) GALV. STEEL. APPL ■' +rr• TOT.L D. 4 2.0 P S F S E O N 16926 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE I.UC ATED ON THIS OE SIGN. POSITION PER DRAWINGS 160A-2. ,�•'��V 71ppine Engineered Products, C. ANY INSPECTION OF PLATES FO LOWEpBY (;) SHALL BE PER ANNE' A3OFTPI1 2002SEC.3. ASEAL ON IH15DUR.FAC. 1.25FR0M CU 5 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSiB I1 IiY SOLELY FOR THE TRU55 COMPONENT IM Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE ■ ■ Q (� ` :.Haines �...»vanza' BDI - - IcpiR --rP1 1 "....... ,.:.:..�.. -: .....; .':: .:_Jlfa•: ;, OV O, ,.nJE,. �.,.A.0 �- ' .., - l �,_Z �..... (D1092 L07 24 HIDDEN PARRDISE BESTCON LOT 24 HIDDEN PARADISE UT 24j THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ; Top chord 2x4 SP #2 N 120 mph wind, 24.06 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. Calculated horizontal deflection is 0.31" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.12" due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) BC 89 0.29 6.08 Deflection meets L/360 live and L/240 total load. BC 90 6.08 11.92 4X4(R) III 12 12 5X7(R) III 6-6-3 10 10 .20-7-0 2X4(Al) i 2X4(Al) �— 6-1-0 �rE 6-1-0 ---� �•E 12-2-0 Over 2 Supports R=513 U=355 W=3.5" R=509 U=352 W=3" C CO PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0 i;_xA�IFI>C V FL 4 R - Scale =,375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. ' • T C L L 2 0.0 PSF REF R 1 5 1 10882 REFER TO BCS[ 1.03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TEL (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO DR., SU17E 200, MADISON. N! 53719) AND NTCA (WOOD TRUSS USS COUNCIL OF AMER ECA. 6300 ENTERPRISE LN. O• MADISON. WI 53719) FOR SAFETY PRACTICES PR TOR TD PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T C D L 7.0 P S F DATE 11/23/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R IG TD CEILING. • � :'� **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED SBC DL 5.0 PSF DRW HCUSR151 04328275 A L P I N E PRODUCTS, INC. SMALL NOT OE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE !�O P.• (.� BC LL 10.0 P S F HC-ENG M N M/A D R TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING b BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFSPA) AND TPI. ALPINE /�j� •• OR CONNECTOR PLACES ARE MADE OF 20/10/16 GA (W,H/S/K) ASTM A653 GRADE HO/60 IN. K/H.S) GALV. STEEL. APPLY c_ ..�•�. U T 0 T.L D. 4 2.0 P S F S E Q N 16928 PL A7ES TO EACH FACE OF TRUOS ANO, UNLE 55 07NERWi Sf LOCA iEO ON Tlf15 CESIGN, POSITION PER DRAWINGS ifi OAZ. ,O (pine En ineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BF PER ANNE% A3 OF TPI1-2002 SE .3. A SEAL ON THIS �et 1950 Marley Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ^ D U R.FAC. 1.25 FROM CU DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haine 338 , •;f"L='D; �8ca 'I"C6eilori>zatL .,c- BILLS t:,:sicNER ,t .. /TPI1 NOV �0 '�4 r�'�CI 24. rr lc iri THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / BESTCON -- LOT 24 HIDDEN PARADISE UT-25) Top chord 2x4 SP #2 N 120 mph wind, 24.06 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, Webs 2x4 SP #3 wind BC DL-2.5 psf. Calculated horizontal deflection is 0.32" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.13" due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) BC 90 0.13 11.79 Deflection meets L/360 live and L/240 total load. 4X4(R) III HANGER= SIMPSON'S HUS26 OR EQUIVALENT FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 12 112 5X7 (R) III 6-6' -3 10 10 20-7-0 2X4(Al) 0 2X4(Al) 6-1-0 � — 6-1-0 12-2-0 Over 2 Supports R=511 U=353 R=511 U=353 W=3" COLL�N �'•''••�IFIc••..S PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7. © • ��' �.�/ FL 4 R - Scale -WARNING"TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. •• C L L 20.0 P S F R E F R 1 5 1 10883 RE f ER TO BEST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 P�^. Q '2 O'ONOFR IO OR., SUITE 200. MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN Y MADISON, W[ 57719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0 HERWTSE INDICATED ' * T C D L 7.0 PSF DATE 11/23/04 TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PA NFES AND BOTTOM CHORD SHALL HAVE A PNORE RLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR151 04328276 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE • PRODUCTS. INC . SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD �•••• j ALPINE TRUSS IN CONTI) AMC, WITH TPI; OR FABRICATING. HA NUL IN G, SHIPPING. INSTALLING&BRACING OF THUS S. •�O \�/ BC LL 1 0.0 PSF HC-ENG M N M/A D R DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. AL E �i CONNECTOR PLATES ARE MADE OF20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W, K/H,5) GAL V. STEEL. APPL • ••� TOT.L D. 42.0 PSF S E Q N 16930 PLATES TO EACH FACE OF TRUSS ANO. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160 A-Z. ,�N�� 1 ine En ineered Products, nC. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNE, Al OF TPI'-2002 SE C.3. A SEAL ON THIS D U R.FAC. 1.25 FRQM CU p 1950 Mazl Drive DRAWING INDICATES ACCEPTANCE OF PROFE SSTONAL ENGINEERING RE 5P0 NSIB IF IT SOLELY FOR THE TRU55 COMPONENT �' DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE aures 3 BUIL - IGNER -_-"TPI 1 ov 4 "'CIN '4 0 J ISI Z04[ a=.:Y"''-tti 'tis h ..:.:. ,: :: ._. _ (D1042-LOT 24 HIDDEN PARADISE / 8ES7COM - LOT 24 HIDDEN PARADISE UT 26) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP y2 N 120 mph wind, 26.52 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP 112 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. End verticals not exposed to wind pressure. Calculated horizontal deflection is 0.41" due to live load and 0.16" due to dead load. (A) 1x4 #3 or better "T" brace. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L1360 live and L1240 total load. BC 75 0.06 12.10 Provide for complete drainage of roof. 5X5= 1.5X4111 5X5`= (A) (A) 6X8= 5-11-3 5-11-3 5-11-3 10 10 20-7-0 3X5 III HANGER= SIMPSON'S HUS26 OR EQUIVALENT 3X5111 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 6-1-0 6-1-0 CATALOG FOR PROPER APPLICATIONS. 12-2-0 Over 2 Supports ---� 11=511 U=388 R=511 U=388 W=3" tis .�ott��s WI PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. +��` 'q =.v' FL 4 R - Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 2 O.O P S F R E F R151-- 10884 REFER TO BCS[ 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 58 0'(1-RIO DR.. SUITE 200. MADISON, HI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L ---- MAOISON, W[ 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE : * T C D L 7.0 PSF DATE 11123104 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE RIGID CEILING. TA QF BC DL 5.0 PSF DRW HCOSR151 04328277 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ;1. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION IROM THIS DESIGN: ANY FAILURE TO BUILD THE +e B C L L 1 0.0 P S F HC-ENG M N M/A D R ALPINE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING A BRACING OF TRUSSES. +" / DESIGN CONFORMS WI IN APPLICABLE PROVISIONS OF HCS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE (. ++1 CONNECTOR PLATES ARE MADE OF 20/I6/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W, K/H.S) GALV. STEEL. APPLY TOT.L D. 4 2.0 P S F SEAN 16932 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATEU ON THIS DESIGN. POSITIDN PER DRAWINGS 160A Z. lO��� ine En inecred Products, nC. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS D U R FAC. 1.2 5 FROM C U P rn Marley Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Y DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE (j� tr Harne 338 Bul ;IGneR J"'_" 'III LNov ,..n�,,.�.: .. r^.'DCII y L-4-A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092 LOT 24 HIDDFN PAPADISE / BESTCON LOT 24 HIDDEN PARADISE UT-27) Top chord 2x4 SP /f2 N 120 mph wind, 27.89 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-=3.5 psf, Webs 2x4 SP #3 wind BC DL-2.5 psf. End verticals not exposed to wind pressure. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 75 0.06 12.10 Provide for complete drainage of roof. 5X5w 1.5X4111 5X5= 7-3-11 6X6= 7-3 11 7-3-11 10 10 20-7-0 3 X 5 111 3X5111 HANGER= SIMPSON'S HUS26 OR EQUIVALENT FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 6-1-0 6-1-0 LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT ime 12-2-0 Over 2 Supports CATALOG FOR PROPER APPLICATIONS. R=511 U=393 R=511 U=393 W=3" S Cott ............ ' s PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. '41''• FL 4 R Scale =.375" Ft. —WARNING--TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. • • T C L L 2 0.0 P S F REF F R 1 5 1 10885 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 �� (sc•Z2 _ D'ONO FR IO DR., SU 111 200, MAO 160N, NI 53119) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L VV vv MADISON, W1 5371 9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE • , TC DL 7.0 P S F DATE 11/23/04 TOP CNORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE RIGID CEILING. DL 5.0 PSF DRW HCUSR151 04328278 •'IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEE D i PRODUCTS. INC. SHALL HOT BE RESPONSIBLE FOR ANY OF VIAL ION FROM THIS DESIGN: ANY FAILURE TO BUILD E BC LL 10.0 P S F HC-ENG M N M A D R ALPINE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING a BRACING OF TRUSSE O,�S ` •_ t4 •` T 0 T.L D. 4 2.0 P S F SEAN 16934 DESIGN CONFORMS WITH APPL ICABIE OR OF NDS (NATIONAL DESIGN SPEC. BY AFSPA) AND TPI. ALPINE I`S • wv CONNECTOR PLATES AlE MA UE OF 10/1 B/16GA (W,H/S/K) ASTM A653 GRADE 40/60 IW, K/N.S) GALtl. STEEL. APPLY ••■•'` PLATES TO EACH FACE OF TRUSS ANG. UNLESS OTHERWISE LOC AIIG ON THIS DESIGN. POS"ION PER DRAWINGS 160A-Z. O!'^� (pine Engineered Products, nC. pRAA NYNING INOICATOES PLA ACCEPTANCEF LLOUFOPROFESSIONALALL ENGINE[RINGERESPONS[BiLITV00SOLELY3FOR THE TRUSSSEAL COMPONENT {� D U R FAC. 1.25 FROM CU 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RE SPO N S IB ILITY OF THE TI fitICS �i�YSTJ 317Z3t1 , i:: BUIL...;., .::,:I GNER .'TPI 1 ...,._HDV I.IN '4.0 J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE UT-28 2 PLY) Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x6 SP W2 N Webs 2x4 SP #3 Nailing Schedule: (0.1310.0_g_nails) Top Chord: 1 Row @ 12" o.c. SPECIAL LOADS Bot Chord: 1 Row @ 6" o.c. -- (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs : 1 Row @ 4" o.c. TC From 54 PLF at 0.00 to 54 PLF at 12.17 Use equal spacing between rows and stagger nails BC From 30 PLF at 0.00 to 30 PLF at 12.17 in each row to avoid splitting. BC 684 LB Conc. Load at 1.05, 3.05, 5.05 (1) 1/2"—bolts MAY BE USED FOR (2) 0.1310.0_g_nails ON BC 1280 LB Conc. Load at 7.05 THE BOTTOM CHORD ONLY. 120 mph wind, 26.81 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=2.5 psf. End verticals not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. N5= 1.5X4111 3X5=— 3X5= The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. HANGER= SIMPSON'S HGUS26-2 OR EQUIVALENT FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 6-2-11 LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 6-2-11 CATALOG FOR PROPER APPLICATIONS. N / / 20-7-0 3X10 UI 50= 3X5= 3X10111 ---12-2-0 Over 2 Supports R=2587 U=2006 R=1767 U=1370 PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7.0 '• '4• •:V FL 4 - R - Scale =.25" Ft. -*WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. �.. •• • T C L L 20.0 P S F R E F R 1 5 1 10886 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 I) 0'ON OFRIO DR.. SUITE 200, MADISON, WI 53719) AND MICA IW000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, L MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, D L 7.0 P S F DATE 11/23/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R[G IO CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER AA .0 % ; BC DL 5.0 PSF DRW HCUSR151 04328308 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FRUM IH1S DESIGN; ANY EPICURE TO BUILD i - !yO�•• + B C L L 1 0.0 P S F H C-ENG M N M/A D R ALPINE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING&BRACING OF TRUSSES r DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/Ie/16GA IN,H/57K) ASTM A653 GRADE 40/60 IM. K/H,S) GAIY. STEEL. APPLY ••••••�••• ••�� TOT.L D. 42.0 P S F S E O N 16937 R E V PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160AZ. ,0 1 me Engineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNE% A3 OF 1.11-2002 SEC.3. A SEAL ON THIS D U R.FAC. 1.25 F R 0 M C U P 1950 Marley Drive DRAWING 1NDICAiES ACCEPTANCE OF PROFESSIONAL ENGINEERING ftE SPONSIBIL I TV SOLELY FOR THE TRUSS COMPONENT )' DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haines �' 338 BUI GNeR ­TPI Q _ �CIN�E �4 Qtt& rr 13ei 7n� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE UT-29) Top chord 20 SP /12 N 120 mph wind, 19.32 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-3.5 psf, wind BC DL=2.5 psf. :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.859' Right end vertical not exposed to wind pressure. Calculated horizontal deflection is 0.25" due to live load and 0.04" due to dead load. Deflection meets L/360 live and L/240 total load. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE BC @ 48" OC . a 2 X 5 III 12 HANGER= SIMPSON'S HUS26 OR EQUIVALENT 5-10-12 FILL ALL NAIL HOLES. 5-10-12 3X5�i NOTE: SPECIFIED HANGER (S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 1-0-12 ...�}15-10-2 3X6 T 5X5 (E3) 3X10(E3) III 4-10-0 Over 2 Supports R=203 U=180 W=3.5" R-203 U-353 ASF-Co oLt PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. YI q�N' FL 4 - R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F REF R151-- 1 0 8 8 7 REFER TO IF 1-03 (BU LNG COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 lSG9N D'ONOFR IO DR.. SUITE 200, MADISON, WI 53719) AND WTCA (HOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN 11//��//iL MOPE CICATED HORDW SHALLFHAVEOPROPERLV AR TAC ATTACHED SST STRURIOCTURAL ALPERF PANELSI AND HESE BOTTOMNCT CNO IONSHALLNLESS HA VE ATPROPERLYHERWISE IAiT ACHED ` • TC DL 7.0 P S F DATE 11/23/04 RIGID CEILING. DL 5.0 PSF DRW HCUSR151 04328279 IMPPRO RTA NC *S FALL SH NOT NOTA BEPY OF RESP ONSHBLE F ORIS ANY ANYO THE UEVIAT FONT FROM THISC UE SIGNOR ANY FAIL UREALPIX TO BUINDE E 9 "i " ALPINE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING Oi TRUSSES 0� "/ ••fB C L L 1 0.0 P S F H C-ENG M N M/A D R DESIGN CONFORMS WITH APPLICABLE PROP ISIONS OF NDS (NATIONAL DESIGN SPEC, BY Ai BP AJ AND TPI. ALPINE ` ` CONNECTOR PLATES ARE MADE OF 20/18/16GA (N,H/S/K) ASTM A663 GRADE 80/60 (W. N/N,5) fiA1Y. STEEL. APPLY ( �� Z TOT.L D. 4 2.0 P S F S E Q N 16939 PLATES TO EACH FACE OF TRUSS AND. URIF SS OTHERWISE LOC ATEU ON THIS DESIGN. POSITION PER UR AN I NGS 160A-Z. I ine Engineered Products, nC. ANY INSPECTION OF PLATES FOLLONEO By (1) SHALL BE PER ANNE% A3 OF TPI1-2002 SEC.3. A S€AL ON THIS D U R.FAC. 1.2 5 FROM C U P 1950 Marley lh'lVe DRAWING INDICATES ACCEPiApCE Oi PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONE Ni Y DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Hain e - 338 Bul NOV 0 114 C1N 9 N rr (` .a.:''n tl Fi ..,... .IGNER ../TPI1 ,: .:. .. v, _ - ,:. J 1S ZQ (01092-LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE UT-30) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MER. Top chord 2x4 SP #2 N 120 mph wind, 19.32 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x6 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=2.5 psf. :Lt Slider 2x6 SP #2 N: BLOCK LENGTH 1.844' Right end vertical not exposed to wind pressure, SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Deflection meets L/360 live and L/240 total load. TC From 54 PLF at 0.00 to 54 PLF at 4.83 BC From 30 PLF at 0.00 to 30 PLF at 4.83 8C 960 LB Conc. Load at 1.87, 3.87 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE BC @ 48" OC . 1.5X4111 3X60 HANGER= SIMPSON'S HUS26 OR EQUIVALENT FILL ALL NAIL HOLES. 12 NOTE: 5-10-12 SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 5-10-12 3X5# LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 1-0-12 +15-10-2 3X8111 5X9(R) Of rT 3X5(E3) 3X10(E3) III 4-10-0 Over 2 Supports R=985 U=703 W=3.5" R=1341 U=958 S .CO PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0 AUA!:V FL -/4/-/-/R/- Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. '�� �� D • • T C L L 20.0 P S F REF R151-- 10888 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 0'ON Of RIO DR., SUITE 200, NO [SON, Wi 53719) AND WTCA (WOOD TR U55 COUNCIL Of AMERICA, 6300 ENTERPRISE LN. MOPAD ICHORDN SHALL TNAVEOPROPERLY ATTAC HEDS ST UCT URALPPANE LSIANDNG T DO OMHESE UCHORDNSHALLNHAVEIF ESS ATPROPERLYlAT TACHED * D L 7.0 P S F DATE 11/23/04 RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER S BC DL 5.0 PSF DRW HCUSR151 04329280 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FON ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD I ••. ALPINE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES w •� , B C L L 1 0.0 P S F HC-ENG M N M/A D R DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE Oda("► CONNECTOR PLATES ARE MADE OF 20/18116GA (W.H/S/K) ASTM A653 GRADF 40/60 IN. K/H.5) GALV. STEEL. APPLY F "•.•.• TOT.LD. 42.0 P S F S E Q N 16941 PLA TE5 TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A Z. •/ ��� I ine E::n ineered Products, Inc. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TP11 2002 SEC.3. A SEAL ON THIS lYl D U R.FAC. 1.25 FR0M CU P 1950 a Marley Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Y DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haine 338 BUI SIGNER /TPI 1 - Q �..;. .<. ,... Cn�C 24.�' CG- 1S�QT G1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE UT-32) Top chord 2x4 SP #2 N 120 mph wind, 24.52 ft mean hgt, ASCE 7 98, CLOSED bldg, not Bot chord 2x6 SP #1 Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL-2.5 psf. SPECIAL LOADS Right end vertical not exposed to wind pressure. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at 0.00 to 54 PLF at 7.00 Deflection meets L/360 live and L/240 total load. BC From 30 PLF at 0.00 to 30 PLF at 7.00 BC 704 LB Conc. Load at 0.88, 2.88, 4.88 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE BC @ 48" OC . 2X4111 12 3X60 7 5 3 7-5-3 HANGER= SIMPSON'S HUS26 OR EQUIVALENT FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER (S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. Lj 20-7-0 3X8111 5X8(R) III 2X5(Al) L 7-0-0 Over 2 Supports R=1605 U=1217 W=3.5" R=1095 U=830 ZSf.COQ o PLT TYP. Wave TPI Desi n Crit: TPI-1995 STD 7. 4 FL/-/4/ R Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. •�'� T C L L 2 0.0 P S F R E F R151-- 10889 REFER TO BCSI IO3 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPi (TRUSS PLATE INSTITUTE, 583 D'ONOf RIO DR., SUITE 200, MADISON, NI 53719) AND NTCA (HOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MOPICHORDON NSHALLIHAVEOPROPE0.I AR TACHEDSSTRUCIURALPPANELSIANOT80TTON CHORDON TNSHALLNNAVE ALESS T PROP ERLYHERWISE IATTACHED " * TC DL 7.0 PSF DATE 11/23/04 RIGID CEILING. 10' ST F BC DL 5.0 PSF DRW HCUSR151 04328281 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ••• " PRODUCTS, INC. SHALL NOT BE RESPUHSIBLE fOR ANY pEVTATION FROM THIS DESIGN; ANV FAILURE TO BUILD THE O� /•/ �� "••�� B C L L 10.0 P S F HC-ENG M N M/A D R ALPINE RUSS ]N CONiOPMANCE NITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING 8 BRACING OF TRUSSES. /� DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BV AFBPA) AND TPI. ALPINE ••.•"•.•.•• CONNECTOR PLATES ARI MADE Of 20/18/16 GA IW.H/S/K) ASTM A653 GRADE 40/60 (W, K/H.S) GALV. STEEL. APPLY 5����� T 0 T.LD. 42.0 P S F S E Q N 16945 PLATES 10 EACH FACE OF TRUSS AND. UNLISS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160AII. I ine Eggineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL DE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON TH[5 D U R.FAC. 1.25 FROM C U P 1950 Marley Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT �'I8I11CS ar ey ive DESIGN SHOWN.GNER THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE N o V n A t�,�:�,,t,,;,, 'fi a ,,:.,' �..,,. ,:.-__J ,. ,...:,.. .. .:..:.. ..: ._ .. :!. L ..:. «. .. ,:.�4.0 Q ..:.1 S I .,.......:._Z 04 . CIN THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1)1092-LOT 24 HIDDEN PARADISE / BESTCON -- LOT 24 HIDDEN PARADISE UT-31) Top chord 2x4 SP #2 N 120 mph wind, 18.96 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=2.5 psf. :Lt Slider 2x6 SP 112 Il: BLOCK LENGTH -- 1.756' Right end vertical not exposed to wind pressure. SPECIAL LOADS ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Deflection meets L/360 live and L/240 total load. TC From 154 PLF at 0.00 to 154 PLF at 4.83 BC From 30 VLF at 0.00 to 30 PLF at 4.83 See DWGS A12030EC1103 & GBLLETIN1103 for more requirements. 4X4= 1.5X4111 1.5X4111 12 3X54 5 2 1 5 2 1 1-0-12 1.5X15-10-2 rx 5X5(E3) = I.5X4 III 1.5X4 Al 3X10(E3) III 8-1 I_ 4-1-5 1t4-10-0 Over Continuous Support) r R=184 PLF U=131 PLF W=4-10-0 tis+ .COD's PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0 •�4�1 �'�•;v FL 4 - - R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. PJo p T C L L 20.0 P S F R E F 8 1 5 1 - 10890 REFER TO BCSI 103 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 r O'ONOFPIO OR., SUITE 200, MADISON. NI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TC DL 7.0 PSF DATE 11/23/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R IG10 CEILING. q S F BC DL 5.0 PSF DRW HCUSR151 04328282 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE, INSTALLATION CONTRACTOR. ALPINE ENGINEERED � � ♦� ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD I 0� �L �� BC LL 10.0 PSF HC-ENG MNM/ADR TRUSS IN CONFORMANCE WE TPI; OR FAORJC AT G. HANDLING. SNIPPING, INSTALLING&BRACING OF IR USSES. DESIGN OR WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFIIPA) AND TPI. ALPINE • _ CONNECTOR PLATES ARE MADE OF 20/18/16 GA (W,H/S)K) ASTM A65I RADE 40/60 (W, K/H.S) DALY. STEEL. APPLY j! •• •• T 0 T.L D. 42.0 PSF S E Q N 16947 PLATES TO EACH FACE OF TRUSS AND, UNLESS OIHE RHISE LOCATED ON THIS DESIGN, POSITION PER DP.AWIN GS 160A 7. IO��� /—Ipine ngineered Products, nc. ANYINSPECTION OF PLATES FOLLOWED BV (f) SHALLBEPER ANNEX A3 OF TPI12002 SEC.3. ASEALONTHISDDR.FAC. 1.25 FROM CU 1950 Marley DEIVe Oft AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Y DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE -Haire --. 338 DU[ ,IGNER /TPI T o 'n �n at,.' -fl ➢a:'is�.C'r3071Z3h : L�it - I '-,� (01092-LOT 24 HIDDEN PARADISE BESTCON LOT 24 HIDDEN PARADISE T1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY IRUSS MFR, / Top chord 2x4 SI' #? N SPECIAL LOADS Bot chord 2x6 SP §2 N ------(LUMBER DUR,FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs 2x4 SP #3 TC From 54 PLF at -2.21 to 54 PLF at 5.50 BC From 4 PLF at -2.21 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 1.29 BC From 80 PLF at 1.29 to 80 PLF at 5.04 BC From 30 PLF at 5.04 to 30 PLF at 5.50 120 mph wind, 13.12 ft mean hgt, ASCE 7-98, CLOSED bldg, 2X4111 Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=2.5 psf. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. IN LIEU OF STRUCTURAL PANELS USE PURLINS: 12 F TO BRACE BC @ 48" OC . 6-10-8 6-10-8 1.5X4111 3 X 5 r 3-9-0 HANGER= SIMPSON'S HUS26 OR EQUIVALENT 1 4-8 FILL ALL NAIL HOLES. 3X811 3X8111 NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 3X5= LUMBER V.ALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 1-0-0 2-0-0 --5-6-0 Over 2 Supports —� R=557 U=373 W=3.5" R=214 U=373 C OLt IFI PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0 ��4�4 '9�•�.ai FL 4 R - Scale "WARNING'S TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. ��1/11 • " T C L L 20.0 P S F R E F R151-- 10891 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 1 L D'ON0FRI0 DR., SUITE 200. MADISON, WI 53719) AND WTCA (W000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MADISON, WI 5371 9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, * TC DL 7.0 P S F DATE 11/23/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .4 N• �� F BC DL 5.0 PSF DRW HCUSR151 04328283 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BHILO THE 9R' ,•� ALPINE TRUSS IN CONFORMANCE NITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING A BRACING OF TRUSSES. O�� 0� 1 BC LL 10.0 P S F HC-ENG MN M/A D R DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,H/S/X) ASTM A653 GRADE 40/60 (W, X/H,S) GALY. STEEL. APPLY "...." TOT.L D. 42.0 P S F SEAN 16949 PLATES TO EACH FACE OF TP USS AND, UNLESS OIHERWISC LOCATED ON THIS DESIGN, POSIFION PER ORAWINGS 160A 7. AI. IC 1 ine Engineered Products, nC, ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF 1P[1 2002 SE *3 A SEAL ON THIS D U R.FAC. 1.2 5 FROM C U P S DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRU55 COMPONENT 19 0 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE _C ertifica J, Haire 338 But s1GNER /TPI1 NOV 1114 ��.�1CIN ....,24• :_.... it--_ (01092-LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE T-2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 10.76 it mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC OL-3.5 psf, Webs 2x4 SP #2 N :142 2x4 SP #3: wind BC DL=2.5 psf. :Rt Bearing Leg 2x4 SP #3: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 8 0.00 0.71 Fasten rated sheathing to one face of this frame. 3X3111 2X510 IT8 12 T T 2X4- 11-1-2 2-4-8 1-4-8 2X511110-1-2 1.5X4111 0-M3-8 �2-2-8--� 1-0-0 Over Supports R=-132 U=181 W=3" R=350 U=213 W=3.5" F C� PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. (,? q� • FL 1A IR/- Scale =.375" Ft. "WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. �� 2 T C L L 20.0 P S F R E F 8 1 5 1 10892 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 l D'QNDFR IO OR., SUITE 200, MADISON, N1 53X9) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED * T C D L 7.0 P S F DATE 11/23/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPOft TANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FNGI NEEREO BC DL 5.0 PSF DRW HcusR151 04328284 x,13 i.' PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TO 0�. A A i• B C L L 1 0.0 PSF HC-ENG MN M/A D R ALPINE RUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING&BRACING OF TRUSSES. • O���f•" DESIGN CONFORMS HIT"APPLICABLE PROVISIONS OF NOS (NATION Ai. OE SIGN SPEC. BY AFBPA) AND TPI. ALPINE •. �/ CONNECTOR PLATES ARE MADE OF 20/I8/16GA (N,N/S/N) ASTM ATED GRADE 40/60 (N. X7",8) GALV.. STEEL. APPLY ......... •'_•�. T 0 T.L D. 42.0 P S F S E Q N 16951 PLAT 4NIC TO EACH FACE OF IRU SS ANO, UNLESS OIHERWI$E LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A 7. NA me Engineered Products, C. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC-3. A SEAL ON THIS D U R.FAC. 1.2 5 FROM C U P DRAWING INDICATES ACCEPTANCE OF PROLE SSIONAI ENGINEERING RE SPONSIR I(ITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE IDITAB ICI TY AND USE OF 1HI5 COMPONENT FUR ANY SOTOING IS THE RESPONSIBILITY OI THE Halne 338 BUIL SIGNER NOV 424. ZO 1. Eltl Marley VeI! r:..7TP1 1 .;..... ,t. w :: a. « : 0 <, :; ;;: ...:�1Sr, _ .. (01092-LOT 24 HIDDEN PARADISE / BES7CON L(77 24 HIDDEN PARADISE T-3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 12.38 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL -3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. :Rt Bearing leg 2x4 SP #3: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L1240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 77 0.00 6.44 3X3 III 3X5# 5-5-0 12 F_ 8-5 2 }11-5-2 1.5X4 NI 2X4= T 1-8-6 8-5-0 3X3= 3X5(R) III �2-0-0� 0-3-8 �_6-8-12 Over 2 Supports R=418 U=180 W=3.5" R=269 U=503 W=3" CO-•; PLT TYP. Wave TPI Design Crit: TPI-1995(STD) , 4 7. eiFL - 4 R Scale *'WARNING"TRUSSES REOU[RE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. 4N�� /� REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 6B3 V 12 TC LL 20.0 P S F REF R 151 - 10893 D'ONOFR(0 OR., SUITE 200. MADISON, WI 53"" AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T C D L 7.0 P S F DATE 11/23/04 TOP CHORD SHALE HAVE PROPERLY AT TACHEb STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. l ' iC7Ti BC DL 5.0 PSF DRW HCUSR151 04328285 '*IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Al . PRODUCTS. INC. SHALL NOI BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 6.SI GN: ANY FAIL ORE TO BUILD THE 0� /N •��•.J f``v BC LL 10.0 P S F HC-ENG M N M/A D R ALPINE ROSS IN CONFORMANCE W[TH TPI: OR FABRICgiING. HANDLING, SHipp ING. [NS7ALLING 8 BRgCING OF TRUSSES, !`1 DESIGN CONFORMS WITH APPLICABLF PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF BPA) AND TPI- ALPINE S%ANAL E� TOT.L D. 42.0 P S F S E Q N 16953 CONNECTOR PLATES ARE MADE OF 20/18/IfiGA (W,H/5/K) AST 8653 GRADE 40/60 (W, K/H.S) GAL V. STEEL. APPLY _ PLATES TO CA IF FACE OF TRUSS U55 AND, UNLESS OTHERWISE LOCATED OX THIS DESIGN, P051TION PER DRAWINGS I60A-Z. 1 ine Engineered Products, nC. ANV INSPECTION Of PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS D U R.FAC. 1.2 5 FROM C U P 5 DRAWING INDICATES ACCEPTANCE OF PROFES S[ONAL FNGINEEPINC,RESPONSIBILITY SOLELY FOR THE TRi15S COMPONENT 19 0 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haines "" 3384& Bul IGwER t 1NOV � '�4 (01092-LOT 24 HInDFM PARADISE / BESTCON LOT 24 HIDDEN PARADISE T 4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 12.17 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. :Rt Bearing Ley 2x4 SP #3: See DWGS A12015EC1103 & GBLLETIN1103 for more requirements. SPECIAL LOADS ------(LUMBER DUR J AC.=1.25 / PLATE DUR.FAC.=1.25) IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC From 54 PLF at -2.21 to 54 PLF at 0.00 CHORD SPACING(IN OC) START(FT) END(FT) TC From 154 PLF at 0.00 to 154 PLF at 6.73 BC 77 0.00 6.44 BC From 4 PLF at -2.21 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 6.73 Deflection meets L/360 live and L/240 total load. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 3X3111 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE 8X8 DESIGNED BY THE BUILDING DESIGNER. 5-0-1 12 3X3/ 8-0 3 11-5 2 3X5 Mf 2X4= T + 1 8-6 8-5-0 3X3= + + 3X5(R) III R=747 U=500 W=3.5" R=613 U=483 W=3" L<-2-0-0-31J 0-6-7 0-33-8 -3-6 0 t 1 1 5-7-5 _I �-6-8 12 Over 2 Su Note: All Plates Are 1.5X4 Except As Shown. S�,CQlu�N 1 FIC''••.. PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. D 'Q FL 4 R - Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. TC LL 20.0 P S F REF R151-- 10894 REFER TO BCS[ I-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 ��^. © D'ONOFR IO OR., SUITE 20 D, MADISON, NI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L V MOPATE ICNOR OW SHALL HAVE PROPERLY AR S TY TTACHED STRUCTURAL PANELSERT ANDNG BOTTOMHESE CHORDIT SHALL HAVE AL SS T PROPERLYHFRWISE ATTACHE T C D L 7.0 PSF DATE 11/23/04 RIGID CEILING. $T BC DL 5.0 PSF DRW HCUSR151 04328286 **IMPORTANT**FURNISH A COPY Of 7NT5 DESIGN t0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED /� ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DE4HANDLI G. S THIS DESIGN; ANY FAILURE TO BUILD TB O• ` ••i�•V B C L L 1 0.0 P S F HC-ENG M N M/AD R TRUSS IN CONFORMANCE NITH TP1; OR FABRICATING. NTN OLIMG, SHIPPING. [NST ALL TNG&BRACING OF TRUSSES •� �j `•A v DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF BP A) AND TPI. ALPINE ` .. '+` TOT.L D. 42.0 PSF S E Q N 1 6 9 5 5 CONNECTOR PLATES ARE MADE OF 20/16/I6 GA (W,H/Sf X) AS TN A653 ONTHIS 40/60 (N. R/H,5) GALV. STEEL. APPLY ..���F _ PLATES TO EACH FACE OF FR USS ANO, UNLESS DTHFR WISE LOCA TED ON TNlS DESIGN, POSITION PEP DRAWINGS }60A-Z. ` J "•�•� 1 ine En ineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS /DNA` D U R FAC. 1.25 F ROM C U P 1950 Marley D[IVC DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PE FSR NS IBIL TT Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haines — 338 eul Ir,NER — TPI I L� a .,...; a �_ �, _:_— — .., ,: , , .,...: Nov ,CIN O 1�, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS $ DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 01092-LOT 24 HIDDEN PARADISE / BESTCON -- LOT 24 HIDDEN PARADISE F-1 ) Top chord 4x2 SP #2 N + 2X6 continuous strongback. See ANSI/TPI 1-02 Sect. 7.5. Bot chord 4x2 SP /(2 N :63 4x2 SP #1 Dense: Webs 4x2 SP #3 Max JT VERT DEFL: LL: 0.50" DL: 0.19" recommended camber 3/8" SPECIAL LOADS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.-1.00) CHORD SPACING(IN OC) START(FT) ENO(FT) TC From 67 PLF at 0.00 to 67 PLF at 23.04 BC 120 0.00 0.25 BC From 7 PLF at 0.00 to 7 PLF at 23.17 BC 120 0.00 1.00 TC 1114 LB Conc. Load at 22.08 BC 120 0.25 22.94 Trusses to be spaced at 16.0" OC maximum. Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 24" ) CATALOG FOR PROPER APPLICATIONS. 10-8-12 =�— � 10-5-4 15" Typi j, 1114# W=3X5= �W1J 3X8= 3X5= 3X3= 3X3= 3X3= 3X3= 3X3= 3X3= 3X5= 4X4= 1.5X4(R) T 5X5= T 1 4-0 1-4 0 1-0-8 + 2 —L B 3 +110=-) 2X5111 3X5= 3X3= 3X3= 1.5X410 1.5X4111 3X3= 3X5= 4X4= 3X3111 3X8= 3X3= W=1-10308� 3X3= 5X5= 1 0 0 4-2-0 18-0-0 23-2-0 Over 2 Supports R=892 R=1912 14=2.75" �SrfnSCOc�?'s iF PLT TYP. 20 Gauge HS.Wave TPI Design Crit: TPI-1995(STD) 7. •�4 qrIm':VIL FL 4 R Scale =.3125" Ft. —WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. � a TC LL 40.0 P S F REF R151-- 10895 REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFR IO OR., SUITE 200, MAR S DISON, N' 53729) ANFRIO D MICA (W000 TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN T OPIC NADT C DOHAVEHAVEO PROPERLY ATTACHED STRUCTURAL PANELS[AMPNG BOTTOMHESE CHORDSMALLS. HAVE ALESS T PROPERLYHER [ATTACHEATED ' * TC DL 10.0 P S F DATE 11/15/04 RIGID CEILING. �! �� }+ Q BC DL 5.0 PSF DRW HCUSR151 04327143 x�IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE ED ALPINE PRODUCTS, INC. SMALL NOT BE NESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE IO BUILD O�, A •` B C L L 0.0 P S F HC-ENG M N M/A F TRUSS IN CONFORMANCE WITH IPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING B BRACING OF TRUSSES. DESIGN CONI OR WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SP EF,. BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (N,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GA LV. STEEL. APPLY ")��"��""� T 0 T.L D. 55.0 PSF S E Q N 24612 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCA(tO ON THIS DESIGN, POSITION PER DRAWINGS 160A-2. �/NAL 1 ineEn ineeredProducts, nc. ARY INSPECTION OF PLATES FOLLOWED BY (i) SMALL BE PER ANNEX A3 OF TPIl-2002 SEC.3. A SEAL ON TNSS DUR.FAC. 1.00 FROM CU P 1950 1VIarIC D/1 VC DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Y DESIGN $HONN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Hain "" 118 DO 11GNER --/TPI 1 - - Q cn 6 t/ �"N ( 01092 LOT 24 HIDDEFI PARADISE ,' EESTCON LOT 24 HIDDEN PARADISE F-2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. j Top chord 4x2 SP #2 N + 2X6 continuous strungback. See ANSI/IPI 1 02 Sect. 7.5. Bot chord 4x2 SP #2 N :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 Max LIT VERT DEFL: LL: 0.44" DL: 0.16" recommended camber 1/4" SPECIAL LOADS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) CHORD SPACING(IN OC) START(FT) END(FT) TC From 67 PLF at 0.13 to 67 PLF at 21.75 BC 120 -0.76 20.65 BC From 7 PLF at 0.00 to 7 PLF at 21.88 TC 1114 LB Conc. Load at 20.79 Trusses to be spaced at 16.0" OC maximum. Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. LOADING HAS BEEN CALCULATED BY THE TRUSS MANUFACTURER. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO VERIFY LOAD PATH AND APPROVE THE LOADING. 9-5-4 � 24" J 1114# � 10-5-4 15" Typ. 1.5X4 111 W=3X5= 5X5= 1.5X4 X5=1.5X4(R) = 3X3= 1.5X4(R) 3X5= 3X3= 3X3= 3X3= 3X3= 3X3= 3X3= 4X4= 1 4 0 J- 1�8 + + 1 0-8 B2 10- 2 —L 3X5= 3X5= 3X3= 3X3= 1.5X4 III 3X3= 3X3= 4X4= 3X3111 W=3X5= 1.5X4 W 3X3= 5X7= 21-10-8 Over 2 Supports R=838 W=2.75" R-1863 W=2.75" sf"COLL FiC4 v PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7. 434xxxFL 4 R/- Scale =.3125" Ft. "WARNING-TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. 'y0� C L L 40.0 P S F R E F R 1 5 1 10896 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 ��1 D'ON1 RIO DR., SUITE 200. NAD[SON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, MADISD H, NI 53719) FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, * TC DL 10.0 PSF DATE 11/15/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R 1 G10 CEILING. S� 'Q BC DL 5.0 PSF DRW HCUSR151 04327137 **IMPORTANT*'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �i r ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE O�"� �� B C L L 0.0 P S F HC-ENG M N M/A F TRUSS IN CONFORMANCE WITH TPI; DR FABRICATING, HANDLING, SHIPPING. INSTALLING 8 BRACING Of TRUSSES. DESIGN CONFORMS WI IH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE """_� " • ` CONNECTOR PLATES ARE MADE OF 20/18/16 GA IW,H/S/K) ASTM A653 GRADE 40/60 IN, K/H.S) GALV. STEEL. APPLY "O TOT.L D. 55.0 P S F S E Q N 24576 PLATES TO EACH FACE OF TRUSS AND, ONLE SS OTHERWISE LOCA TFp ON THIS DESIGN, POS[T[UN PER DRAWINGS 160A-Z. � I ine Engineered Products, EIC. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF iPll-2002 SEC.3. A SEAL ON THIS „ D U R.FAC. 1.00 F R 0 M C U P S DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT i9 0 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE ...Heine 338 BUISIGNER /TPI 1 0 �>G•.� � _ "1C ;1 ,� ,. J 1$} �,�, w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( D1092-LOT 24 HIDDEN PARADISr / BESTCo N -- LOT 24 HIDPCN PARADISE - F-3 ) Top chord 4x2 SP (,/2 N + 2X6 continuous strongback. See ANSI/TPI 1 02 Sect. 7.5. Bot chord 4x2 SP ,'12 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(IT) Trusses to be spaced at 16.0" OC maximum. BC 120 0.23 20.u5 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 9-5-4 _1 22 9-5-4 —� 15" Typ. 1.5X4 IN ! W=3X5= 1.5X4(R) 1.5X4(R) = 3X3= 3X5= 3X3= 3X3= 3X3= 3X3= 3X3= 3X5= 1.5X4 NI 1-0-8 + + 1 0-8 1 4-0 1012 V: Z 3X5= 3X5= 3X3= 3X3= 1.5X4 IN 3X3= 3X5= 3X5= W=H0308= 3X3=- 1.5X4 X3=1.5X4 IN 20-10-8 Over 2 Supports R=757 W=2.75" R=757 W=2.75" CO � ct��s PLT TYP. 20 Gau e HS,Wave TPI Design Crit. TPI-1995(STD) 7. IFIC*'9r•. FL 4 R - Scale =.3125" Ft. **WARNING•*TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. • • T C L L 40.0 P S F R E F R151-- 10897 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 I) D'0NOF RIO DR. , SO ITE 200, MADISON. WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN L MAD ISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING TWESE FUNCTIONS. UNLESS OTHERWISE INDICATED : * T C D L 1 0.0 P S F DATE 11/17/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE RIGID CEILING. S •� Q BC DL 5.0 PSF DRW HCUSR151 04327136 **IMPORTANT**FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINE ED ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS UE SIGN; ANY FAILURE TO BUILD �O B C L L 0.0 P S F H C-ENG RB/AF TRUSS TN CONFORMANCE WITH TPI; OR FABRICATING. HANDL TNG. SHIPPING• INSTALLING b BRACING OF TRUSSES % DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIO NAE DESIGN SPEC, BY AFAPA) AND TPI. ALPINE �� • •• .• T 0 T.L D. 5 5.0 P S F S E Q N 25270 f,OXNECIOR PLATES ARE MADE OF 20/18/16fiA (W,N/S/K) ASTM A653 GRADE 40/60 (W, K/H.S) fiAL V. STEEL. APPLY • �• PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. /pNA� 1 ine Engineered Products, nC. ANY INSPECTION OF PLATES IS BY (i) SHALL BE PER ANNE% A3 OF TPII-2002 5EL.3. A SEAL ON THIS D U R.FAC. 1.0 0 FROM C U P 1950 Marle Drive DRAWING INDICATES ACCEPTANCE OF PR Of ESS[ONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Y DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE �. :�S.Hs •, 33JonzN eul _s IGNER /TPI T ;sY - >� _. 1 r.. . .. ... .. , z:'__ .:..... �_ .... t .. ov ° ,. �, ZO ( 01092-LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE E4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ) Top chord 4x2 SP 112 N + 2X6 continuous strongback. See ANSI/TPI 1 02 Sect. 7.5. Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Max JT VERT DEFL: LL: 0.53" DL: 0.20" recommended camber 3/8" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.10 21.52 Truss must be installed as shown with top chord up. �-- 10-1-0 24 9-9-8 li" Typ. 4X4 3X3= 1.5X4(R)= 1.5X4(R) = 5X5= W=3X5= 5X5= 3X5= 3X3= 3X3= 3X3= 3X5= 4X4=— Ali T � 1-0-8 + + 1-4-0 1-0-8 5-410 _L 5X5= 3X5= W=H0308= 3X3= 3X5= 5X5= 2X4111 5X5= 1.5X4111 5X5=- 3X3= 2X4111 1.5X4 III 21-10-8 Over 2 Supports R=1191 W=2.75" R=1191 W=2.75" C°c�!�s PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI-1995(STD) 7. 9•k1�4 4&:4/ FL 4 R - Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. n REFER TO BCSI I-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 •• C L L 40.0 P S F R E F R151-- 10898 D'ONOFRI IO DR., SUI7E 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN y MADISON, WT 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED l� T C D L 1 0.0 P S F DATE 11/15/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. SY Q IMPORTANT-7ANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW HCUSR151 04327139�i PRODUCTS, INC. SMALL NUT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE Ow••• B C L L 0.0 P S F HC-ENG M N M/A F ALPINE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. I� ` DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFAPA) AND TPI. ALPINE ••• _ CONNECTOR PLATES ARE MADE OF 20118A116GA 1%1111/1) ASTM A653 GRADE 40/60 (W. k/H.S) GALV. STEEL. APPLY ' _•N`— T 0 T.LD. 55.0 P S F S E 0 N 24567 PLATES TO FACN FACE OF TRU55 AND. UNLESS OTNERWl6E LOCAIEO ON TN!$ DES ON. P05FT)ON PER DRAW 1Nf,S 160A-Z. /pHA E 7pine En ineered Products, nc. ANYINSPECTIONOF PLATESFOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS DUR.FAC. 1.00 FROM CU DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR IHE TRUSS COMPONENT I9 0 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haine 338 IL ..... NOV 9 1;,;0-- - CpgCi 24. ' _ 1S1 �i7 n A BU] '-'_'-S IG,b. NER /TPI lc" ' --- ( 02092LOT 24 HIDDEN r1RADISE / BESTCON LOT 24 HIDDEN PARADISE F5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR, ) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP 113 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: SPECIAL LOADS CHORD SPACING(IN OC) START(FT) END(IT) ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.- 1.00) BC 120 0.23 21.69 TC From 400 PLF at 0.13 to 400 PLF at 21.81 BC From 10 PLF at 0.00 to 10 PLF at 21.94 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal (drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. 2X4111 W=3X5= 1.5X4(R) 1.5X4(R) = 2X4 III 2X4111 2X4111 2X4 III 2X4111 2X4111 2X4 III 2X4111 2X4111 2X4111 T 1-0-8 1-4-0 1-0-8 —L +5-410 —L 2X4 III W=3X5= 2X4III I-=-- 21-11-4 Over 2 Supports R=407 PLF W=21-8-8 R=60 W=2.75" Note: All Plates Are 1.5X4 Except As Shown. ,COLI PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0 3' FL 4 R - Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 40.0 P S F R E F R151-- 10899 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 �f� � }/� D'ON OFRIG DR., SUITE 200, MADIS(N, N[ 53719) ANO WiCA (WOOD TRUSS COO NC[L OF AMERICA. 6300 ENiERPR ISE LX, V N L MADISON, NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHEPNIST INDICATED, T C D L 10.0 P S F DATE 11/15/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N •� **IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEE 0 .0% S BC DL 5.0 PSF DRW HCUSR151 04327135 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FUN ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD E ' ALPINE TRUSS 1N CONFORMANCE WITH TPI; OR FABRICATING, HANDIING, SHIPPING, INSTALLING A,BRACING OF TRUSSE �f O`�O ►� BC LL 0.0 P S F HC-ENG MN M/A F DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (N AT 10N A1. 0E 51GN SPEC. BY AFBPA) AND TPI. ALPINE � , R .� /�w CONN ECTOR PI AT FS ARE MADE OF 20/18/1 IS (N,H/S/N) ASTM A653 GRADE 40/60 (H. K/H,5) GALV. STEEL. APPLY •• • Y` T Q T.L D. 55.0 PSF S E 0 N 1 1 6 8 2 REV PLATES TO EACH FACE OF TRUSS AND, ON ES OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A Z. ���E� 1 ine Engineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF IPII-2002 SEC.3. A SEAL ON THIS {{{III D U R.FAC. 1.0 0 FROM C U p S DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT i9 0 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE a! Hain 338 irov ,:.ie "1 IllaEl •i .u'.« BUI SIGNER -/TPI I ,, ,.. Nov Q ' Cfl v:: THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRWS MFR. ( 01092 LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE F-5A ) Top chord 4x2 SP #1 Dense See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP i;3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: SPECIAL LOADS CHORD SPACING(IN OC) START(FT) END(FT) ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) 8C 120 0.25 15.98 TC From 500 PLF at 0.13 to 500 PLF at 16.10 BC From 10 PLF at 0.00 to 10 PLF at 16.23 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. 3X3= 3X5 III 3X301 3X3 III 3X301 3X3 UI 3X301 3X510 1.5X4(R) = 1T0 1D08 5-4-1 L 2X4 III 2X4111 LI 16-2-12 Over Continuous Support R=502 PLF W=16-2-12 Note: All Plates Are 1.5X4 Except As Shown. �,jf.COLL�111s PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0 d FL 4 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. 1 - �� T C L L 40.0 P S F R E F R151-- 10900 REFER TO BCSI 103 (BUILDING COMPONENT SAFETY IMFORMAI[ON), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 a O'ONOFR IO OR.. SUITE 20047 , MADISON, WI 53719) AND WTCA (WOOL TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MADISON. MI 537 SIT fOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, * T C D L 10.0 PSF DATE 11/15/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .10'. r @ BC DL 5.0 PSF DRW HCUSR151 04327150 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE RE TD BUILD THE O :.......... (OR� �' �� B C L L O.O P S F N C-ENG M N M/A F ALPINE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INS TAI NO 8 BRACING OF TRUSSES. .DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF BPA) AND TPI. ALPINE •y ••.. CONNECTOR PI.ATFS ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H.S) DAILY. STEEL. APPLY NAIL ]pine T 0 T.L D. 55.0 PSF SEAN 24671 Engineered ' ,.,! PLATES TO EACH FACE OF TRUSS AND, UNLESS OiHE RWISE TO ON THIS DESIGN, POSITION PER DRAWINGS 160A Z.I ine En 1 eered Products, nc. AMY INSPECTION OF PLATES FOLLOWED BY (() SHALL BE PER ANNH A3 OF IPII-2002 SEC.3. A SEAL ON THIS D U R.FAC 1 0 0 FROM C U P I9 pQ MaFiey�f1Ve DR AN ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT J DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE (` Ha1De3 338 BUT 11GNFR ' '-IIPI I Nov o n4 t•n.A1CIN 74. �' J rr t 'I C"1 ZO ( 01092-LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE F6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ) Top chord 4x2 SP #2 N 12X6 continuous strongback. See ANSI/TPI 1-02 Sect. 7.5. Bot chord 4x2 SP #1 Dense :B2 4x2 SP #2 N: Webs 4x2 SP #3 Max JT VERT DEFL: LL: 0.54" DL: 0.20" recommended camber 3/8" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 0.25 Truss must be installed as shown with top chord up. BC 120 0.00 1.00 BC 120 0.25 21.94 HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER (S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 10-1-6 24"�= 10-0-10 —� 1i" Typj 3X3= 1.5X4(R) 5X7= 5X5= W=3X5= 5X5= 3X5= 3X3= 3X3= 3X3= 3X5= 4X4= 1 4-0 1-4-0 1-0-8 + + 10A_2 _L 2X5 III 5X5= 3X5= W=H0308= 1.5X401 3X5= 5X5= 5X5= 3X3= 3X3= 1.5X410 3X3= 2X4111 5X5= 11-0-01- -0-0 7-2-0 14-0-0 22-2-0 Over 2 Supports R=1220 R-1205 W=2.75" C PLT TYP. 20 Gauge HS.Wave TPI Design Crit: TPI-1995(STD) 7. �i4 Z. FL 4 - - R - Scale =.3125" Ft. **WARNING**TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. N Z . T C L L 40.0 P S F R E F R151-- 10901 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 1_ O'ON0 RIO DR„ SUITE 200. MADISON, NL 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TC DL 10.0 P S F DATE 11/15/04 TOPCHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID(FILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE F.NGINEE D /p BC DL 5.0 PSF DRW HCUSR151 04327142 �N PRODUCTS, [NC. SMALL NOT BE RESPON SIBIE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD E A ALPINE ROSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSS OR'� 1 BC LL 0.0 P S F H C-ENG M N M/A F DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE ........ .�_•• \ CORNE CTOR PLATES ARE MADE OF 20118116GA IW,H/S/K) ASTM A653 GRADE 40/60 (W, K/N,S) GALV. STEEL. APPLY �I1� TOT.L D. 5 5.0 P S F S E Q N 24620 PLATES 70 EACH FACE OF IRUSS ANO, UNLESS OTHERWISE LOCA TLD DN THIS DESIGN. POSITION PFR DRAWINGS I60A-Z. /tlYYll F pine Engineered Products, nC. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS D U R.FAC. 1.00 F R 0 M C U I> DRAWING INO ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING,RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT }I81II0 950 Marley Drive 38 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BU[ -_""`iIGiNER ""`/TPI1 ° ° Nov 9 '04 cD,CIN 24. iS Tr'1 ZO . b — _ — — — — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. C D1092-LOT 24 HIDDEN PARADISE / BESTCON -- LOT 24 HIDDEN PARADISE F-7 ) Top chord 4x2 SP #2 N + 2X6 continuous strongback. See ANSI/TPI 1-02 Sect. 7.5. Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Max JT VERT DEFL: LL: 0.52" DL: 0.20" recommended camber 3/8" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.23 21.56 Truss must be installed as shown with top chord up. �-- —9-8-14 -1 22 10-0-10— 15" Typ. 4X4= i 3X5= 1.5X4(R) 5X5= W=3X5= 1.5X4(R) = 3X5= 3X3= 3X3= 3X3= 3X3= 5X5= 4X4=- -I— X4=-I— 1 4 0 � 1-0-8 + + 1-0-8 P +102 J 5X5= 3X5= W=H0308= 1.5X4 N1 3X5= 5X5= 5X5=- 2 X5= 2X4111 3X3= 1.5X4111 3X3= 2X4111 5x5=— le 21-9-8 Over 2 Supports R=1186 W=2.75" R=1186 W=2.75" �CO !qtr PLT TYP. 20 Gauge HS.Wave TPI Design Crit: TPI-1995 (STD) 7. �$4�14 1A..'Ix, FL 4 R Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. (jC,yl' 2 T C L L 40.0 P S F R E F 8 1 5 1 - 10902 REFER TO'CSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 U.UNOf RIO DR., SUITE 200. MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNC71ONS. UNLESS OTHERWISE IN ` T C D L 1 0.0 P S F DATE 11/15/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY OF RIGID CEILING. $T C DL 5.0 PSF DRW HCUSR151 04327147 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE 9 " PRODUCTS. INC. SCALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE OAF / 'R l r e` B C L L 0.0 P S F HC-ENG M N M/A F ALPINE RUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING 6 BRACINT.G OF T0.USSES. ` .�"/� 1p CONNECTOR NPLATE SFORMS W AR E MADEOF82O/18/16GALE PRO is0 NW,H757X) AS1MAT iA653 GRADE X40760 (WY N/HjS) GALVTP AL I SIEEL. APPLY ••"�� �•1 ,a PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON IH IS DESIGN. POSITION PER DRAWINGS 160A Z. ,DIVA T O T L.D. 55.0 P S F S E 0 N 24624 pine Engineered Products, nC. AHY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ACME% A3 OF TP[1-2002 SEC.3. A SEAL ON THIS D U R.FAC. 1.0 0 FROM C U P DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 19 0 Maley Drive BES IGC SHOWN. THE SO I TAB ILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONS f BIL IT OF THE Haire 338 But SIGNER /TP11 - NOV 24. J �r 1S ZO THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUO'IITTED 8, iRUSS MFR. ( D1092-LOT 24 HIDDEN PAPADISF / BESTCON LOT 24 HIDDEN PARADISE F 8 ) Top chord 4x2 SP /12 N + 2X6 continuous strongback. See ANSI/TPI 1-02 Sect. 7.5. Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/3uO live and L/240 total load. BC 120 0.10 19.0.3 BC 120 18.35 19.35 Truss must be installed as shown with top chord up. BC 120 19.04 19.35 HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 8-8-8 24" B-9-4 15" Typ.1 1.5X4 01 1.5X4(R) — 5X5= 3X5= 3X3= 3X3= 3X3= 3X3= 3X5= 5X5= 2X4 u1 —� 1T-4-0-4-o 1 0-8 10-1 5X5= 3X5= 3X3= 1.5X4111 1.5X4111 3X5= 5X5= 3X3= 3X5= 3X3= 5X5= 19-5-12 Over 2 Supports R=1072 W=2.75" R=1059 co PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0 '� �`•�V FL 4 - R - Scale =.375" Ft. **WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T L L 40.0 P S F R E F R151-- 10903 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 /1f1 �� D'ON0 FRIG DR.. SUITE 200. MADISON, WI 53719) AND NTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, V1/ MADISON, WI 53719) FOR SAFETY P0.ACIICES PRIOR 70 PEHEORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T C D L 10.0 P S F DATE 11/15/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • % **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE ERE A: S BC DL 5.0 PSF DRW HCUSR151 04327146 PROALPINE TRU55CIN C0IF TORMANCELWNTO TP)T ME pESPONSORLFABRICAON NING, AND1711%ESHlPPINGESINS7gLLINGYBFBRACINGIOFNOILI US5E5. w B C L L 0.0 P S F H C-ENG G M N M A F DESIGN CONFORMS WTiH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. RY AFBPA) AND iPl. ALPINE �/� •• pRt4",••`ta. / CONNECTOR PLATES ARE MADE OF 20/18/16GA IW,H/S/K) ASTM A653 GRADE 40/60 (W, K/H.S) GALV. STEEL. APPLY .......... TOT.L D. 5 5.0 P S F S E Q N 24627 PLATES TO EACH FACE Of TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. ����• 1 ine Engineered Products. nC. ANY INSPECTION OF PLATES FOLLOWED BY (/) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. q SEAL ON THIS V F D U R FAC. 1.00 F ROM C U P 1n i Marl Products. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT �' DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE ZOI Hain 338 au SIGNER /TCI 1t NOV ° '�4 "k c rI e n ...r _ yam_ .._ �e 1 2 _ ', THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( D1092 LOT 24 HIDDEN PARADISE / BESTCON — LOT 24 HIDDEN PARADISE - F 9 ) Top chord 4x2 SP #1 Dense IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP #3 BC 73 0.00 6.08 SPECIAL LOADS Deflection meets L/360 live and L/240 total load. ------ (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 620 PLF at 0.00 to 620 PLF at 6.08 Truss must be installed as shown with top chord up. BC From 10 PLF at 0.00 to 10 PLF at 6.08 Fasten rated sheathing to one face of this frame. 3X3111 4X4111 3X311 T TT 1-4-0 1-4II-0-4-0 +10-1 2� 6-1-0 Over Continuous Support R-630 PLF W=6-1-0 Note: All Plates Are 1.5X4 Except As Shown. PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.4.54OU-SkSti����1Fa�C'4j,v FL 4 R Scale =.375" Ft. **WARNING**TRUSSES RFOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. � : T C L L 40.0 P S F R E F R151-_ 10904 REFER TO BCS[ 1-03 (BUILDIgG COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 n� I� D'ONOFRIO DR., SUI1E 200. MADISON. WI 53719) AND WTLA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN Z MAOi50N. WI 53719) EOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED y T C D L 10.0 P S F DATE 11/15/04 TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED 7f RIGID CEILING. -T C DL 5.0 PSF DRW NCUSR151 04327144 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER' ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE �O B C L L 0.0 P S F H C-ENG M N M/A F TRUSS IN CONFORMANCE MI IN TPI: OR FABRICATING. HANDL IN SHIPPING, INSTALLING 8 BRACING OF TRUSSES. •( J ` DENTEN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE '.RIO T 0 T.L D. 55.0 P S F S E 0 N 24631 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,N/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GAL V. STEEL. APPLY (�A �.. PLATES TO EACH FACE OF TRUSS AND. UNLE NS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2. (� 1 ine En ineered Products, nc. ANY INSPECTION OF PLATES iOLLOMED BY (i) SHALL BE PER ANNEX A3 Of TPII-2002 NEC.'. A SEAL ON THIS U D U R.FAC. 1.00 F R 0 M C U P 1950 Marl [hive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT �' DESIGN SHOWN. THE SUITABILITY AND USE OF THIN COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE .'.. Haine ".n1 ti DO :SIGNER -/TPI I OV O O(Y1CINzoi �,. ; IIS " — .� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( D1092 LOT 24 HIDDEN PAR.4DISF ! BESTCON - LOT 24 HIDDEN PARADISE F-10 ) Top chord 4x2 SP #2 N + 2X6 continuous stron9back. See ANSI/TPI 1 02 Sect. 7.5. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 120 -0.13 0.13 BC 120 -0.13 0.88 Truss must be installed as shown with top chord up. BC 120 0.13 16.92 BC 120 16.17 17.17 BC 120 16.92 17.17 HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 7-7-12 J 24" 'I— 7-7-12 if 5" Typ. 5X5= 3X5= 3X3= 3X3= 3X3= 3X3= 3X5= 5X5= T TT 1-4-0 1-4-0-4-0 + }10-1 2X5 NI 3X5= 3X3= 1.5X4111 1.5X4111 3X5= 4X4= 2X5111 1 3X3= 3X3= 3X3= 4X4=- 1-0-0 X4=1-0-0 15-3-8 i-0-0 17-3-8 Over 2 Supports R=951 R-951 PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. �4 q�''�v FL 4 - R Scale =.375" Ft. **WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. • C LL 40.0 P S F R E F R 1 5 1 1090 5 REFER TO-CSI 1-03 (BUILDING CDNPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L MADISON, WE 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE TC DL 10.0 PSF DATE 11/15/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE RIGID CEILING. ` BC DL 5.0 PSF DRW HCUSR151 04327140 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE PRODUCTS. INT,. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE BC LL 0.O P S F HC-ENG M N M A F ALPINE BUSS IN CONFORMANCE WITH "I OR FABRICATING. HANDLING, SHIPPING. INSTALLING 8 BRACING OF TRUSSES. Q •*• i / DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE �L�• •..... O � CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W, K/H,S) GALY. STEEL. APPLY (_ •••..... TOT.L.D. 5 5.0 P S F S E Q N 24615 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. /0 �� 1-in. Ine En ineered Products, nC. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNE% A3 OF TO 11 2002 SE C.3. A SEAL ON THIS D U R FAC. 1.00 F R 0 M C U P 1950 Marley I)<EVC DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT eY DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haine - 318 ;IGneR /TPI 1 ' ;; .. OV BUI ^1 ( 01092-LOT 24 itIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE F 11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP 112 N Webs 4x2 SP #3 This truss spaced @ 24.0" OC supports additional concentrated IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: load at left end from 9.13' stud wall (13.75 PSF) supporting CHORD SPACING(IN OC) START(FT) END(FT) 1-0-0 roof spans with 2-0-0 overhang. Roof load: 30.00 psf LL BC 120 -0.13 9.88 and 25.00 psf DL. Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 0 " 3 8 8 24" -1 4 1-0 I 15" Typ. 1.5X4 AI 1.5X4111 3X3= 3X3= 3X3= 3X3= 1.5X4111 0-8-8 0-8-8 1-0-0 7— 7- 10-1-2 3X3= 1.5X4111 1.5X4 UI 1.5X4(R) = 3X5= 3X3= 2X410 3X3= 1.5X4(R) 0-4-4 �- —10-2-12 Over 2 Supports — R=832 W=3.5" R=520 W=2.75" sF C°u4 ti•-••�•Fig••..s PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. 0 '4 FL/-/4/-/- R Scale =.375" Ft. **WARNING`*TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 40.0 PSF R E F R151-- 10906 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 V 1 0 ONO RED OR., SUITE 200. "Al WI 53719) AND NiCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE L 1/ MADISON, N1 53719) FOR SAFETY PRACTICES PR10R TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE T C D L 1 0.0 PSF DATE 11/15/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE RIGID CEILING. TA FURNISH A COPY OF TN75 DESIGN TO THE IMPORTANT BC DL 5.0 PSF DRW HCUSR151 04327141 ** ** INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS, LNC. SHALT NOT OE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE tO BUILD THE O: B C L L 0.0 PSF HC-ENG M N M/A F TRUSS IN CONF DRMANLE WITH TPI; DR FABRICATING. NA TOLING. Sk1PP tNG. INSTALL TNG d BRAC[NG OF TRUSSES. •• `O R10,,. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN SPEC. BY AFBP A) AND TPI. ALPINE ` CONNECTOR PLATES ARE MADE OF 20/18/16 GA (W.H/S/K) ASTM A653 GRADE 00/60 (W, K/H,S) GAL V. STEEL. APPLY N...•..��r T 0 T.L D. 55.0 PSF S E 0 N 24589 PLATES TO EACH FACE Of TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS UES IGN. POSITION PER DRAWINGS j6OA'Z. •y e /1pinengineered Products, ne. ANY INSPECTION Of PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TP11-2002 SEC.3. A SEAL ON IH15 �A{. D U R.FAC. 1.0 0 FROM CU I9 0 MaTI Drive DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND 051 OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Hain e . 111 BU It" SIGNER /TPI t NOV 0 4 I C ��l((���. C _ .�,. A, „.-4 _-_�y; ._ T,r+: THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ( D1092-LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE F-12 ) Top chord 4x2 SP #1 Dense See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) SPECIAL LOADS BC 120 0.00 0.56 ------(LUMBER DUR.FAC.=1.33 / PLATE DUR.FAC.=1.33) BC 120 0.00 2.77 TC From 650 PLF at 0.12 to 650 PLF at 10.10 BC 120 0.56 4.08 BC From 5 PLF at 0.00 to 5 PLF at 10.23 BC 120 2.77 6.21 TC 125 LB Conc. Load at 0.12 BC 120 4.08 7.52 BC 120 6.21 10.00 Trusses to be spaced at 12.0" OC maximum. BC 120 7.52 10.00 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 02.2 " 3-8-8 I 24" _I 4-1 0 115" T 2 X 5 III 2X5111 6X10= 50= 5X5= 5X14= 2X5111 _L J_ 0-8-8 0-8-8 1-0-0 }10-6-5 � r 6X6= 5X9= 2X5111 2X5111 5X9-- 1.5X4(R) X9=1.5X4(R) = 5X12- 2 X 5 X12=2X5 III 1.5X4(R) 0-4-4 yr 10-2-12 Over 2 Supports R=3516 W=3.5" R=3148 14=2.75" Co...!'�s PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. q�`'•. FL 4 - R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. 1 Z C LL 40.0 P S F R E F R 1 5 1 1090 7 REFER TO SCSI '_0' "'1111"G COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 1 D'ONOFBEB DR., SUITE 200, MADISON. WI 53719) AND WT CA IWOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN - MADISON. 'I53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED • T C D L 10.0 PSF DATE 1 1/1 5/0 4 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BO T70M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. S- BC DL 5.0 PSF DRW HCUSR151 04327145 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE • PRO IS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE ••� ALPINE BUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SNIPPING. INSTALLING 8 BRACING OF TRUSSES. Ow • ^�O j� BC LL 0.0 P S F HC-ENG RB/AF DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFB PA) ANO TPI. ALPINE AF CONNECTOR PLATES ARE MADE OF 20/18/16GA (N.H/S/K) ASTM A653 GRADE 40/60 (W, K/IT.S) GALV. STEEL. APPLY ••���•• T 0 T.LD. 55.0 P S F S E Q N 24762 PLATES TO EACH FACE OF TRUSS AND. UNLESS DIRE RHISE 10C A TED ON 11115 DESIGN, POSITION PER DRAWINGS 160A-2. 10 AL L 1 ine En ineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (f) SHALL BE PER ANNEX A3 OF TPfl 2002 SEC-3' A SEAL ON THIS 1' D U R.FAC. 1.00 F R 0 M C U P In50 Marle DnVe DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Y DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE _ HainL a 338 BUI1, SIGNER /TPI1 ".,. Nov Q X04 ^^1CIN 12. .; I»ti �r��,. u � .: ..: .. , . . . ,s _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( D109?-LOT 24 HIDDEN PARADISE / BESTCON — LOT 24 HIDDEN PARADISE F-13 ) Top chord 4x2 SP #2 N Maximum panel length exceeds 30". TPI allows non-bearing Bot chord 4x2 SP #2 N partition walls to be supported at any point when panels are 30" Webs 4x2 SP #3 or less. SPECIAL LOADS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ------(LUMBER DUR.FAC.=1.33 / PLATE DUR.FAC.=1.33) CHORD SPACING(IN OC) START(FT) END(FT) TC From 100 PLF at 0.12 to 100 PLF at 8.50 BC 102 -0.12 8.13 BC From 10 PLF at 0.00 to 10 PLF at 8.50 BC 102 7.38 8.38 TC 1004 LB Conc. Load at 0.13 BC 102 8.13 8.38 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. HANGER = SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3-3-0 24" j 3-3-0 lf5"Typ.l 3X3= 3X3= 3X3= 3X3= 3X5= 1 0-8-8 -0-0 � — 10-1-2 � 3X3= 1.5X4111 1.5X4111 3X3= 1.5X4(R) s 2X5 hl 2X4111 3X3= 0-4-4 -.r — 8-6-0 Over 2 Supports R=1526 W=3.5" R=453 sF"C �iiFiC PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7. 4t4 FL 4 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. 2 T C L L 40.0 P S F R E F R151-- 10908 REFER TO BEST 1-07 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 11) TRUSS COUNCIL 300 RPRISE LEN, "ADI SON'OWE 53719)TFOR00S AFETYI PRA IICE S3PRIORATO PERFORMING TNESE FUNCi TIONS_ AUNLE SS OT HE RWISEFINDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED r " T C D L 1 0.0 P S F DATE 11/15/04 RIGID CEILING. F BC DL 5.0 PSF DRW HCUSR151 04327149 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY fAILUR1 TO BUILD T �O�• F B C L L 0.0 P S F HC-ENG R B/A F ALPINE TRUSS IN CONFORMANCE WITH TP[: OR FABRICATING, HANDLING, SHIPPING, INSTALLING E BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFSPA) AND TPI. ALPINE �.� .� ` CO NNECIOR PLATES ARE MAGE Of 20/LB/16GA (N,H/S/K) ASTM A653 GR ADF 40/60 TW, K{H,S) f.AL V. SiE EL. APPLY • " T 0 T.L D. 5 5.0 P S F S E 0 N 24791 PLATES TO LATE FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PfR OR AWINGS 160A-Z. /ONA1.E 71pine Engineered Products, nc. ANY INSPECTION OF PLATES fOLLOWED BY (t) SHALL BE PER ANNE% A3 OFTPII-2002 SEC.3. A SEAL ON THIr' DUR.FAC. 1.00 FR0M CD DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER IMG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 19 0 Marley DESIGN SHOWN. THE SUITABILITY ABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE LIt Raine 311 Bw /TPI T NOV ° 'K14 A1C IN �4. - 1S r ZO ., THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( D1092-LOT 24 HIDDEN PARADISE / "ESTCOF.' - LOT 24 HIDDEN PARADISE F-14 ) Top chord 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP R3 BC 102 0.00 8.50 SPECIAL LOADS Deflection meets L/360 live and L/240 total load. ------(LUMBER DUR.FAC.=1.33 / PLATE DUR.FAC.=1.33) TC From 100 PLF at 0.12 to 100 PLF at 8.60 Truss must be installed as shown with top chord up. BC From 10 PLF at 0.00 to 10 PLF at 8.73 TC 1004 LB Conc. Load at 0.12 3 3-0 24" 3-5-12 1i—"_Typ 3X3= 1.5X4111 3X5= 3X3= 3X3= 3X3= 1-0-0 0-8-8 0-8-8 2� 10 1-2 3X3= 1.5X4(R) = 3X3= 1.5X4 III 1.5X4 III 3X5= 2X4111 3X3= 1.5X4(R) 0-4-4 --8-8-12 Over 2 Supports -� R=1870 W=3.5" R=407 W=2.75" $� Ci0��� PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7.0 • L 4 R - Scale =.375" Ft. **WARNING*"TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. TC LL 40.0 P S F R E F R 1 5 1 1090 9 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TEE (TRUSS PLATE INSTITUTE, 583 •T D'ONOFRIO nR.. SUITE 200. NADISON' WI 53719) AND MICA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, L MADISON, W[ 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TC DL 10.0 P S F DATE 11/15/04 TOP CHORD SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i • T BC` DL 5.0 PSF DRW HCUSR151 04327148 IMPORT* RE PRODUCTS- NC.A*SHARLNISH NOTABEOPY OF THIS RESPONSIBLEOFORGANYOTHE DEVIATIONTFROMTTHIISCDESIGN; ANY FAILURENTO ..ED'M 9 • ••[� B C L L 0.0 P S F HC-ENG R B/A F ALPINE RUSS IN CONFORMANCE KITH TP1: OR FABRICATING, HANDLING. SHIPPING. INSTALLING 6 BRACING OF TRUSSES . O�••• •/ �� •• `/ DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (X TM A65L DESIGN SPEC, BY AFBPA) ANO TPI. ALPINE `•,•_•••� �� TOT.L D 55.0 P S F S E 0 N 24793 CONN E CiOR PLATES ARE MAGE OF 20/IB/166A (N.H/S/K) ASTM A653 GRADE 40/60 (W, K/l1,S) GAL V. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. ONIE SS OTHERWT SE TO ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ,0 IN ALL 71pi..En ineered Products, mc. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER AXNEX A3 OF TPI1-2002 SE". A SEAL ON THIS D U R.FAC. 1.00 F ROM C U y g DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE IRDSS COMPONENT 1950 Marley Dnve DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 4 a'stiHaine 338 .4 _ ...: .,; .`` .r_ .� ..:� .�..,, :.�, cn_AC IPI .e.2 '���oT Z0 BUI SIGNER /TPI 1 . 1 e �c' r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( D1092-LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE F-15 ) Top chord 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP #3 BC 102 -0.13 8.13 BC 102 7.38 8.38 SPECIAL LOADS BC 102 8.13 8.38 -- (LUMBER DUR.FAC.=1.33 / PLATE DUR.FAC.=1.33) TC From 100 PLF at 0.13 to 100 PLF at 8.50 Deflection meets L/360 live and L/240 total load. BC From 10 PLF at 0.00 to 10 PLF at 8.50 TC 1004 LB Conc. Load at 0.13 Truss must be installed as shown with top chord up. HANGER = SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3-3-0 11.20-111.25" 3-3-0 15" Typ.l 30= 3U= 3X3= 3X3= 3X5= 1 0-8-8 -0-0 � 10-1-2 � 3X3= 4X4= 3X3=- 1 X3=1.5X4(R) = 4X4= 2X5111 2X410 0-4-4 �--8-6-0 Over 2 Supports R=1526 W=3.5" R=440 1`. Note: All Plates Are 1.5X4 Except As Shown. CO PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. �l' � FL - 4 R - Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AN BRACING. TC LL 40.0 P S F REF R151-- 10910 REFER TO BCSI 1'03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53"" ANO WTCA (HOOD THE SF I RUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN MADISON, SHALLICATEDM IH)HAVEPROPERLYAiiACHEDSSTRUC7URALto To PPANERSIANDNG TBOTTOMU»HOROWSHALLS. NHAVE ALESS TPROPERLYHERWISE IADiTACHEO ` * TC DL 10.0 PSF DATE 11/15/04 r RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER $T F BC DL 5.0 PSF DRW HCUSR151 04327151 ALPINE PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD T O% A BC LL 0.0 P S F HC-ENG RB/AF TRUSS IN CONFORMANCE WIiN TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING&BRACING OF IR USSI S. I`w_ /•�. O •.�• DESIGN CONFORMS WI TN APPLICABLE PROVISIONS OF 005 (NATIONAL DESIGN SPEC. BY AF GPA) AND IP I. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASTN A653 GRADE 40/60 (W,N/H,S) GALY. STEEL. APPLY ••�•� TOT.L D. 5 5.0 P S F S E O N 24789 ..,a .i PLATES TO EACH FACE OF TRUSS AND, UNLESS OT LOCATED ON TH16 DESIGN, POSITION FER DRAWINGS 160A-Z. �ONAI. I IRC ER 1RCCCClI PLOCIUCLS RC. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNE% A3 OF TPI1-2002 5EC.3. A SEAL ON THIS D U R FAC. 1.0 0 FROM C U P g DR AN[NG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRU55 COMPONENT 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE �rL �Hain . 338 BDI ,IGNER ITP I1 Nov Q '04 " EE- 71G1 _- %r,� to �, �c I N 24. � 1 s _z0 , . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / BESTCON -- LOT 24 HIDDEN PARADISE PB 1) Top chord 2x4 SP #2 N 120 mph wind, 25.31 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP /r2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, Webs 2x4 SP #3 wind BC DL-2.5 psf. See DWGS A12030EC1103 & GBLLETIN1103 for more requirements. Refer to DWG PIGBACKB204 for piggyback details. Deflection meets L/360 live and L/240 total load. TOP CHORD OF SUPPORTING TRUSS UNDER PIGGYBACK TO BE BRACED @ 24" OC, UNLESS OTHERWISE SPECIFIED. Refer to DWG PIGBACKBO204 for piggyback details. 4X4= 12 12 5-8-8 X4(D1) = 2X4(DIA.22-3-11 I 5-8-8 _I, 5-8-8 _I 11-5-0 Over Continuous Support R=84 PLF U-56 PLF W=11-5-0 00 Note: All Plates Are 1.5X4 Except As Shown. S F.CO((�� PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. '4 i/ FL 4 R Scale **WARNING''**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. 1 2 T C L L 20.0 P S F R E F R151-- 10911 REf ER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBL[SNCO BY TPI (TRUSS PLATE INSTITUTE, 503 B'ONDEBT DR.. SURE 200, MADISON, W[ 53]19) ANUR D WT CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L HER INDICATE HOPI CHO R O WE5371 T H AVE OPH O ET ATTTACHEDSSTRUCCTURALP PANELST ANDTBOTTOMUCHORDCTION SHALL N"AVEIF SS AT PROPERLY ATTACHE * TC DL 7.0 P S F DATE 11/23/04 RIGID CEILING. \ -T**IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW HCUSR151 04328287 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY BEVIAIION FROM THIS DESIGN; ANY FAILURE TO BUIL.THE B C L L 1 0.0 P S F H C-ENG M N M/AD R ALPINE RU SS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING E BRACING OF TRUSSES. Q OR DESIGN CONFORMS W[TH APPLICABLE PROVISIDNS OF NOS (NATIONAL RESIGN SPEC, BV AF&PAI AND TPI. ALPINE Q •' CONNECTOR PLATES ARE MADE OF 20/]0/I6GA (W,N/S/N) ASTM A653 GRADE 40/60 (N: K/H,S) GAL V. STEEL. APPLY .��•�.. TOT.L D. 42.0 P S F S E Q N 16957 PLATES TO EACH FACE OF IRDSS AND, UNLESS OTHERWISE LOCATED ON IRIS UE SIGN, POSITION PEO DRAWINGS 160A-Z. ,0��� pine Eng ineered Products, nc. ANY INSPECTION OF PLATES TOLLONEO BY (I) SHALL BE PER ANNE% A3 OF TP[1-2002 SEC.3. A SEAL ON THIS ` D U R FAC. 1.25 F ROM C U I95O Matt Iklye DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPONSIB f1 ITY SOLELY FOR THE tRUSS COMPONENT Marley DESIGN SNOWN. THE SUITABILI FY AND USE OF THIS COMPONENT EOR ANY BUILDING IS THE RESPONSIBILITY OF THE 3aines '^ 33844 BUIL IGNER P -TPI 1 - Nov ;.4 „s .:.0 I N .,4.0 .:,-A L)V 1$I :._Z04 . .>:: THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092 LOT 24 HIDDEN PARADISE / BESTCON -- LOT 24 HIDDEN PARADISE PB-2) Top chord 2x4 SP #2 N 120 mph wind, 31.57 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP ff2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. SPECIAL LOADS Deflection meets L/360 live and L/240 total load. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 129 PLF at -0.56 to 129 PLF at 5.58 BC From 30 PLF at 0.00 to 30 PLF at 5.02 Refer to DWG PIGBACKB204 for piggyback details. TOP CHORD OF SUPPORTING TRUSS UNDER PIGGYBACK TO BE BRACED @ 24" OC, UNLESS OTHERWISE SPECIFIED. 4X4= 1.5X4111 1.5X4111 12 12 2-11-5 30-1-15 1.5X4111 1.5X4111 2X4(B 1) = 1.5X4 III 2X4(B 1) I, 2-6-2 _I, 2-6-2 J �_6-1-10 Over 2 Supports R=444 U=359 W=3.5" R=444 U=359 14=3.5" Sf.COLI PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7.0 SIFIC' 9�'':� FL 4 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. TC LL 20.0 P S F REF R 1 5 1 1 0 9 1 2 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PURL ISHEO BY TP[ (TRUSS PLATE INSTITUTE, SB3 21 B'DNOFR TO DR., SUITE 'IT MADISON. NI 537191 ANO WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PR TOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED TC DL 7.0 P S F DATE 11/23/04 RIGID CEILING. • 1 �4 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINES F BC DL 5.0 PSF DRW HCUSR151 04328288 ENGINEERE ��•• • PRODUCTS, 1111. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE O B C L L 1 0.0 P S F H C-ENG M N M/A D R ALPINE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. • OR1 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFNPA) AND TPI. ALPINE •. el CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H,S) GALV. STEEL. APPLY ••.•.• TOT.L D. 42.0 P S F S E Q N 16959 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE tOCATED ON lit lS DESIGN, POSITION PER DRAWINGS 160A-Z. S�aNAL�• Ipine Engineered Products, nC. AN YIS DRAWING INDICATES P AC CF PTANCEOOFD PROFESSI O NAHALIL PER A ENGINEERINGERE SPO NS IBILITYOF O OSOL ELY1E1. FOR FOR THE TRUSSAL ONCOMPONENT v 950 Marley Drive DUR.FAC. 1.25 FROM CU �' DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE '3aines ^'. 33844& auu 1GxE1 PTP11 - NOV n4 r�•CIN X4.0 J f ISI ';_ZO .c. ` a - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / BESTCON LOT 2.4 HIDDEN PARADISE - PB-3) Top chord 2x4 SP #2 N 120 mph wind, 31.78 ft mean hgt, ASCE 7-98, CLOSED bldg, But chord 2x4 SP P2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, Webs 2x4 SP W3 wind BC DL-2.5 psf. Deflection meets L/360 live and L/240 total load. Refer to DWG PIGBACKB204 for piggyback details. TOP CHORD OF SUPPORTING TRUSS UNDER PIGGYBACK TO BE BRACED @ 24" OC, UNLESS OTHERWISE SPECIFIED. 4X4= 12 12 3-4-4 30-1-15 1.5X41B 2X4(B1) = 2X4(B1) 1_ 2-11-1 ,I_ 2-11-1 _1 �6-11-8 Over 2 Supports R=264 U=210 W=3.5" R=264 U=210 W=3.5" s� CDu� PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. 0 �• V FL 4 R - Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F R E F 8 1 5 1 10913 REFER TO .CSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PURL ISHEO BY TPI (TRUSS PLATE INSTITUTE, 583 i D'ONOFR IO UR., SUITE 200. MADISON, WI 53719) AND WE CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 EN IERPRI SE LN . 212 HOPI CHORDON W SHALLI H AVEO PROPERLY ATTACHED S STRUCCTURALP PANELLSI ANOT BOTTOMSE U CHORDN SHALL S. N HAVE AT PROPERLYI ATTACHE * TC DL 7.0 P S F DATE 11/23/04 RIGID CEILING. ` •; T BC DL 5.0 PSF DRW HCUSR151 04328289 *'IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROD DCIS. INC. SHALL NOT BE RESPONSIBLE F.R ANY DEYIAT ION FROM THIS DESIGN; ANY FAILURE TO BUILD THE = : B C L L 10.0 P S F H C-ENG M N M/A D R ALPINE RUSS IN CONFORMANCE WITH TPF; OR FABRICATING, HANDLING, SHIPPING, INSTALLING& .RACING OF TRUSSES. •••• O DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OE SIGN SPEC, 0Y AFBPA) AND TPI. ALPINE �jt'► R Q CONNECTOR PLATES ARE MAGE OF 20/1./166 (W,H/S/K) ASTM A65J GRADE 4005 (W, K/H.S) GAL Y. STEEL. APPLY Fs faNA�E� T O T LD 42.0 P S F S E Q N 16961 PLATES TO EACH FACE OF TRUSS ANO, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS I6OA-Z. 71pine En ineered Products, nc. ANY INSPECTIONOFPLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THISDUR.FAC. 1.2 5 FR0M CU 1950 Marley Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING.......I%LITY SOLELY FOR THE TRUSS COMPONENT Y DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 9aines `.i'r 33844 BD[L ..- "-IGNER P TPI 1 NOV 4 ^ atificat -ori do ,�.�., _ ..,. � - . -' � .. . �: .w. ,. � ,,< :> I :.-C� ' •.,�-, �. f ,. 1 . 1 -Z� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE P13-4) Top chord 2x4 SP #2 N 120 mph wind, 31.03 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. Deflection meets L/360 live and L/240 total load. Refer to DWG PIGBACKB204 for piggyback details. TOP CHORD OF SUPPORTING TRUSS UNDER PIGGYBACK TO BE BRACED @ 24" OC, UNLESS OTHERWISE SPECIFIED. 4X4= 4X4= 12 12 1-10-4 30-1-15 1.5X4111 1.5X4 IU 2X4(B 1) = 2X4(B1) 1_1-5-1_1_ 3-0-0 -1_1-5-1,1 —6-11-8 Over 2 Supports R=264 U=214 W=3.5" R=264 U=214 W=3.5" �s�CO� PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0 '9r':V FL 4 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. � ' • • T C L L 20.0 P S F R E F R151-- 10914 REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 I� D'ONOFRIO DR.. SUITE 200, MADISON, W] 537 19) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. G MADISON, WE 5371 9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. •- TOP CHORD SHALL HAVE PROPERLY ATTACHED STR0CTONAL PANELS AND BOTTON CHORD SHALL HAVE A PROPERLY ATTACHED T C D L 7.0 PSF DATE 11/23/04 RIGID CEILING. S BC DL 5.0 PSF DRW HCUSR151 04328290 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE •• •,+ PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE '�/ B C L L 1 0.0 P S F H C-ENG M N M/A D R ALPINE TRUSS IN CONFORMANCE WITH TIT OR FABRICATING. HANDLING, SHIPPING. INSTALLING 8 BRACING OF TRUSSES. DESIGN CONE OR MS WITH AP PI.ICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY gFBPA) AND TP[. ALPINE �j► •••••OR�•• • TOT.L D. 4 2.0 P S F S E 0 N 16963 CONNECTOR PLATES ARE MADE OF 20/18(16 GA IW,H/S/N) ASTM A653 GRADE 40760 (W, K/H.S) GAL V. STEEL. APPLY (� ••�•- PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. s`O N���• me Engineered Products, EIC. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL 8E PER ANNE A3 OF TPI1-2002 SEC.3. A SEAL ON THIS j 4 D U R.FAC. 1.25 F ROM C D P 5 DRAWING IN"ION0S ACCEPTANCE Of PROFESSIONAL ENGINEER IMG RESPONS[B ILITY SOLELY FOR THE TRUSS Co ED 19 0 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE }I2111C8 �� I BUI IGR 'TP[ 1 :ari38i ,: t. LIKE ,.. . . .._ oy �_. :. ��< C. .._ _� '•0 _. XAI LA' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE PB 5) lop chord 2x4 SP 1;12 N 120 mph wind, 30.78 ft mean hgt, ASCF 7-98, CLOSED bldg, Bot chord 2x4 SP y2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. Deflection meets L/360 live and L/240 total load. Refer to DWG PIGBACKB204 for piggyback details. TOP CHORD OF SUPPORTING TRUSS UNDER PIGGYBACK TO BE BRACED @ 24" OC, UNLESS OTHERWISE SPECIFIED. 1X4= 12 12 T 1-4-4 ZA 30-1-15 2X4(B1) 1.5X4111 2X4(B1) 0-11 0-11 2-11-8 Over 2 Supports R=96 U=180 W=3.5" R=96 U=180 W=3.5" zwk FCodiPLT TYP. Wave TPI Desi n Crit: TPI 1995 STD 7. ;L/ FL 4 R - Scale =.375" Ft. **WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. TC LL 20.0 P S F R E F R151-- 10915 REFER TO SCSI 1 03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TEE (TRUSS PLATE INSTITUTE, 583 AO �� D'0NOFRIO DR.. SUITE 200, MADISON. WI 53719) AND MICA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. -'- ICATED I PMAD ICHORCISOM WSHALLIHAVEOPROPERLY ATTACHED SSTRUCTURALR TOPPAMER6IAN1)IF i0MUNCHORDNSHALLNHAVE ALESS TPROPERLVHERWISE IAiTACNED * TC DL 7.0 PSF DATE 11/23/04 RIGID CEILING. BC DL 5.0 PSF DRW HCUSR151 04328291 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE ,N S •1lf��•� PRODUCTS. INC. SHALL NOT BE RESPONSIBLE i0R ANY DEVIATION FROM THIS DESIGN; AXY FAILURE IO BUILD TH O •• /� �• V B C L L 1 0.0 PSF H C-ENG M N M/A D R ALPINE RU SS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SNIPPING, INSTALLING 8 BRACING OF TRUSSES. w :`/O Rt0�•��` DESIGN CONFORMS WITH APPLICABLE OR OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE /�_ • ` `K CONNECTOR PLATES ARE MADE OF 20/18/I6GA (W.H/S/R) ASTM A653 GRADE 40/60 (W. N/H,S) GALV. SIEEL. APPLY ...OR ••.••- T 0 T.L D. 42.0 PSF S E Q N- 16965 PLATES TO EACH FACE OF TRUSS ANO, UNLESS 0'f HER WI SE LOCATED ON THIS DF SIGN, POSITION PER DRAWINGS 160A-Z. S�dNAI•E� nine Engineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNE% A3 OF TP11 2O02 BEC.3. A SEAL ON THIS D U R.FAC 1.25 F R 0 M C U Y I9 O Marl 1)[jyC DRAWING INDICATES ACCEPtANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TNF TRUSS COMPONENT �' DESIGN SHOWN. THE SUIIABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 11 nes ..'wtbrizs eulL .IGNER .TRI t NOV ^ 4 — ' CINE 4.0 .:_.: Jf 1SIu.. .;._ZO THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDIN PARADISE / BESTCON -- LOT 24 HIDDEN PARADISE - J7 NO BEVEL) Top chord 20 SP W2 N 120 mph wind, 23.41 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 75 0.21 6.94 R=156 U=409 27-7-4 12 F 7-5-3 7-5-3 R=102 U=180 20-7-0 2X4(B1) L<-2-0-0� 0-6 5 6-5-1 --7-0-0 Over 3 Supports --� R=452 U=180 W=3.5" F COti PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7. ®8� 4 /�C I� FL 4 - R - Scale =.3125" Ft. **WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. PJ VAI Z T C L L 20.0 P S F R E F 8 15 1 10916 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PURL ISHEO BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR[0 OR.. SUITE 200, MADISONIT , H1 53719) AND NTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN TO P T C HO RO SON WSHALL I HAVE OPROPERLY ATTACHED SSTRUCOTURALPP.11-MS AND TBOTTOMBCCHORD TIEN SHALL NHAVE AT PROPERLYHERWISE ATTACHED TC DL 7.0 P S F DATE 11/23/04 RIGID CEILING. ` ST BC DL 5.0 PSF DRW HCUSR151 04328292 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �•�. �' PRODUCTS. INC. SHALL NOH BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD THE 0� . /.j BC LL 10.0 P S F HC-ENG M N M/A D R ALPINE R"SS IN CO Ni0RMANCE MITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING 8 BRACING OF TRUSSES. ` ��.�` DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, OY AF APA) ANp TPI. ALPINE �. . .. CONNECTOR PLATES ARE MADE OF 20/18/16GA IW.H/S/K) ASTM A653 GRADE 40/60 IN. K/H:5) GAL V. STEEL. APPLY ryf' TOT.L D. 42.0 P S F S E O N 16967 PLATES TO EACH FACE OF TRUSS AND. UNLESS 07HERW IS LOCATED ON THIS DESIGN, POSIFION PER DRAWING 160A-Z. I ine En ineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF IP[1 2002 SEC.3. A SEAL ON THIS P 1950 Marl Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT D U R.FAC. 1.2 5 FROM CU �' DESIGN SHONN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY ED LOING I5 THE RESPO NS[87L[TY OF THE Haines 338 am t6xER �rPi 7 NOV ° '� �Q (1 J 1 Z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE /I BESTCON -- LOT 24 HIDDEN PARADISE 35 NO BEVEL) Top chord 2x4 SP #2 N 120 mph wind, 24.39 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, :Lt Slider 2x8 SP X1.2 N: BLOCK LENGTH - 2.191' wind BC DL=2.5 psf. Calculated horf7ontal deflection is 0.46" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.06" due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) BC 64 0.00 5.29 Deflection meets L/360 live and L/240 total load. R=136 U=380 26-7-7 12 6-5-6 6-5-6 3X5# 1-11-14 �L20-7-0 R=87 U=180 T 04(E3) 3X10(E3) fM �-5-3-8 Over 3 Supports —� R=222 U=180 W=3" PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0 " J.- FL 4 - R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R151-- 10917 REFER TO BCSI 1-03 (B U T LDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'"NO FI IO OR., SBL TE 200. MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. J0 2 MADISON. WI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. • •. * T C D L 7.0 P S F DATE 11/23/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCI UR AL PANELS AND BOTTOM CHORD SHALL HAVE A PRDPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR151 04328293 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE " PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TH �O�••� BC LL 10.0 P S F HC-ENG MN M/A D R ALPINE TRUSS IN CONFORMANCE WITH IPF; OR FABRICATING. HANDLING. SHIPPING. INSTALLING A BRACING OF TRUSSES. w v DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE A_ ••C OR�� _ CONNECTOR PLATES ARE MAGE OF 20/18/16GA (M.H/S/K) ASTM A653 GRADE 40/60 (W, K/H,5) GAL Y. STEEL. APPLY "•"•.•..�• TOT.L D. 42.0 PSF S E Q N 16969 PLA 7E5 TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE TO ATE ON THIS DESIGN. POSITION PER DRAWINGS IGCA-2. ��� 1 ine Engineered Products, ne. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TP11-20D2 SEC.3. A SEAL ON THIS D U R.FAC. 1.25 F ROM C U P 19 ieetLPro DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONFNT Marley DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE T 3lGNER /TPI I O r.H& S`ix .� 338 BO :.. . CIN ' OrIz ...: :.;— °V — 7 �., — . w�-4 d : _ 1ST — 0 .�, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092 LOT 24 HIDN f! PARADISE / BESTCON -- LOT 24 HIDDEN PARADISE - J4 NO BEVEL) Top chord 2x4 SP R1 Dense 120 mph wind, 22.04 ft mean hgt, ASCE 7 98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 52 0.29 4.25 Shim all supports to solid bearing. R=73 U=210 +24-10-4 2-8-7 12 R=51 U=180 22-8-4 6 20-7-0 2X4(Al) L-2-0-0-->j 4-3-0 �_4-3-0 Over 3 Supports R=355 U=180 W=3.5" �5 0 PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. •f4; v FL 4 R Scale -WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. �/1 T C L L 20.0 P S F R E F R151-- 10918 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 �N/ D-0 TC DR.. SUITE 200. MADISON. WI 53719) ANO WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. TOPI CHORDW SHALLIHAVEO PROPERLY ATTACHEDS STRUCTURAL'PANELSIANDI 80 T T OMU C HO R ON SHALL HAV E AP R O PE R LY PRIOTOFNCTIOS I 537HESET I AT T ACH E IT • * TC DL 7.0 P S F DATE 11/23/04 RIGID CEILING. • y� 5 BC DL 5.0 PSF DRW HCUSR151 04328294 **IMPORTANT"*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �• PRODUCTS. IXC. SHALL NOT BE RfSPVHSIBLE TOR ANY DEVIATION FROM iH15 DESIGN; ANY FAILDRL TO BDILD THE 'p0�. R�D.P•'••• B C L L 1 00 P S F HC-ENG M N M/A D R ALPINE RUSS IN CONFORMANCE WITN TPI: OR FABRICATING, HANDLING, SNIPPING. INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL OE SIGN SPEC. BY AFBPA) AND TPI. ALPINE •• •• ` TOT.L D. 4 2.0 PSF S E Q N 16971 CONNECTOR PLATES ARE MADE OF 20118/16GA IW,H/S/K) ASTM A653 GR ADF 40/60 (W. KIII GA11. STEEL. APPLY j••,�•{• PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON TH15 DESIGN, POSIIION PER DRAWINGS 160A Z. NAL E 71pine En ineered Products, nc. ANYINSPECTION OF PLATESFOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPIl-2002 SEf, 3ASEAL ON THIS DUR.FAC. 1.25 FR0M CU 1950 Marley DfIVC DRAWING INDICATES ACCEPTANCE Of PRO(E SSIONAL ENGINEERING ftE SPONSIB It TTY SOLELY FOR TFIE TRUSS COMPONENT Y DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Y HaiHai ne ... 338 BUI '. .;TGNER /TPI 1 NOV ��.. ., .ter 1 �r,.—�1 . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE - CJ5 BEVEL 1L 1R) Top chord 2x4 SP #2 N 120 mph wind, 22.41 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L1240 total load. BC 57 0.21 4.94 25-7-4 R=98 U=270 12 5-5-3 5-5-3 R=66 U=180 20-7-0 2X4(B1) �--2-0-0--j �5-0-0 Over 3 Supports R=378 U=180 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. d��I4 :� FL 4 R Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. PJ O.PoO T C L L 20.0 PSF REF R151 10919 TO'CSI1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BYTPI (TRUSSPLATENSTITUTE, 583D'OOfRIO DR.. SUI200. MADISON. WI53719) AND WTCA (W000 TRUSS COUNCIL OF AMERICA. 6300 EX1 RPR ISE LNiMADISON, WI 53719) FOR SAFETY PRACTICESPRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED 7� TC DL 7.0 P S F DATE 11/23/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED y RIGID CEILING. $q r BC DL 5.0 PSF DRW HCUSR151 04328295 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER D PRODUCTS, 1NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILORI TO BUILD T % ��O •� BC LL 10.0 P S F HC-ENG M N M/AD R ALPINE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING 8 BRACING Of TRUSSES F DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE �������� CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H.S) GALV. STEEL. APPLY ryaa'� TOT.L D. 42.0 P S F S E Q N 16973 PLATES iU EACH FACE OF TRUSS AND, UNLESS OTIIE RWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS I60A-Z. NAL AL 71pine Ea ineered Products, nC. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS „ DUR.FAC. 1.25 FR0M CU g DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE t131IleS n, 33N44 BUIL `'--16"'R P "-11 'TPi I OV O 'n4 ^ -” NNfl m odorlsL .f e, - a::. ._s, 2„ -;." ,'., -_.�,a J I Z0 (D1092 L07 24 NIUUEN PARADISE / CESTCON LOT 24 HIDDEN PARADISE_ CJ4 DBL BEVEL) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP WI Dense 120 mph wind, 21.92 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL-2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 45 0.15 3.89 R=66 U=195 — 24-7-7 12 4-5-6 4-5 6 R=48 U=180 +20-7-0 2X4(B1) L----2-0-0—x'+1 f I -4-0-3 Over 3 Supports R=346 U=180 W=3.5" f COAL/ tis q�;S' PLT TYP. Wave TPI Design Crit: TPI-1995(STD) tFi� 7. FL 4 R - Scale —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F REF R151-- 1 0 9 20 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 P3 D'ONOFRIO DR., SUITE 2D 0, MADISON, WI 53719) ANO WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN MAO ISDN. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED : * T C D L 7.0 PSF DAT E 1 1/23/04 TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE RIGID CEILING. S BC DL 5.0 PSF DRW HCUSR151 04328296 'Y IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER PRODUCTS, INC. SHALL NOT BE RESPONSINLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD TN j ALPINE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING A BRACING OF TRUSSES. �Qw ../QR� •�/� B C L L 1 0.0 P S F HC-ENG M N M/A D R DESIGN CONFORMS KITH APPLIC ADZE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE I►- ` CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A683 GRADE 40/60 (W. K/H,S) GAL V. STEEL. APPLY •����� TOT L D 4 2.0 P S F S E A N 16977 PLATES TO EACH FACE OF TROSS AND, UNLESS OINFR WISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z. ��� me Engineered Products, nc, ANY INSPECTION OF PTAILS FOLLOWED BY (i) SHALL BE PEORANG A3 OF TP II-2002 SEC-3' A SEAL ON THIS D U R.FAC. 1.25 F R 0 M C U p DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE5P0 NS[BIL ITY SOLELY FOR THE TRUGS COMPONENT In O Marley DnVe DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE jkI"I�IIC F Svs` 3� BUI SIGNER -/TPI 1 NovQ 04 C(T .4.; 1CIN 24. 0 1 ,' ,, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1042-LOT 24 HIDDEN P-aP-",DISE / BESTCn"1 LCA? 24 HIQDEN PARAQI�E CJ3 BEVEL 1L 1R) Top chord 2x4 SP #1 Dense 120 mph wind, 21.41 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #/2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) SFART(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 33 0.21 2.94 R=25 U=180 +23-7-4 12 3-5-3 3 5-3 R=29 U=180 20-7-0 2X4(B1) 2-0-0-->J 3-0-0 Over 3 Supports R=320 U=202 W=3.5" jCOt PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0 . 'q� v FL 4 R Scale =,375" Ft. -*WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. (��^./\/] 1 2 • T C L L 20.0 P S F REF R 15 1 10921 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 1_V VY L V'DNDF RIO DR., SUITE 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL Of AMERICA, 6300 ENTERPRISE LN. 1 131 R SAFETY P NOPICHORDWSHALl1NAVE0PROPENLY ANTgCHEDSSTRUCRURALPPANELSIANDNG TBOTT MHESE UCHORDNSHAILNHAVE ALESS TPROPERLYHERWISE IATI CHED T C D L 7.0 P S F DATE 11/23/04 RIGID CEILING. r F BC DL 5.0 PSF DRW HCUSR151 04328297 '*IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER D PRODUCTS. INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD T ALPINE TRUSS IN CONFORMANCE WITH TP[: OR FABRICATING. HANDLING, SNIPPING, INSTALLING 8 BRACING OF TRUSSES Oji► B C L L 1 0.0 P S F HC-ENG M N M/A D R DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFAPA) AND TPI. ALPINE t _ CONN CTDR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRAVE 40/60 (W. K/H.S) GALV. STEEL. APPLY /s)R/•� T 0 T.L D. 4 2.0 P S F S E Q N 16979 PLATES TO FAC"FACE OF TR U55 ANO. UNLESS OTHERWISE WISf LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160*-2. Y NA! 1 me Engineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY 11) SHALL DE PER ANNE% A3 OF TPI1-2002 SEC.3. A SEAL ON THIS YY ` P DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RF SPO NST B IL T TY SOLELY FOP THE TRUSS COMPONENT 19 0 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE .p"c" 646.1o338�, Y But as lc"FR ... -/Tvt 1 o v '04 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 IIIDDEN PARADISE / BESTCON — LOT 24 HIDDEN PARADISE CJ3A BEVEL 1L 1R) Top chord 2x4 SP #1 Dense 120 mph wind, 21.41 ft mean hgt, ASCE 7-98, CLOSED hldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L1240 total load. BC 36 0,29 3.00 Shim all supports to solid bearing. R=23 U=180 T 23-7-4 2-0-15 12 R=29 U=180 21-11-4 6 20-7-0 2X4(Al) L--2-0-0-4-J 3-0-0 3-0-0 Over 3 Supports R=322 U=207 W=3.5" iiOC JAtr PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. V '4FL 4 R Scale —.375"/Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. VA T C L L 20.0 P S F REF R 1 5 1 10922 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TEL (TRUSS PLATE INSTITUTE. 583 �� I� D'ONOFRIO DR., SUITE 200, MADISON, WI 537 9) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 EN lERPRISE IN L MOPICHORDWSHALLIHAVEOPROPERLY ATTACHEOSSTRUCCIDRALPPANELSIANDTBOTTOMUCHORO"SI HAL LNHAVE 11 ATPROPERLVIADTTACHED " ` : * TC DL 7.0 P S F DATE 11/23/04 RIGID CEILING. S BC DL 5.0 PSF DRW HCUSR151 04326298 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER Q PROpUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY pEV1ATI0N FROM THIS G.SI GN: ANY FAILURE iO BUILD TH �O : BC LL 10.0 P S F HC-ENG M N M/A D R ALPINE TRUSS IN CONFORMANCE NITH TPI: OR FABRICATING. HANDLING. SNIPPING, INSTALLING B BRACING OF TRUSSES. .• O` v BE SIGN CONFORMS W[IN APPLICABLE PROVISIONS OF NDS (NATIONAL OES7GN SPEC, BY AF6PA1 AND TP[. ALPINE R CONNECTOR PLATES ARE MADE OF 20/18/16GA IW,H/S/K) ASTM A653 GRADE 40/60 (N, K/H,S) GAIV. STEEL. APPLY ""�... TOT.L D. 42.0 P S F S E Q N 16981 PLATES TO EACH FACL OF IRUSS ANO, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z. /pNA1. 1 me Engineered Products, nC. ANY INSPECTION OF PLATES iOLLOWEO BY (1) SHALL BE PER ANNEX A3 OF FPI1-2002 SEC.3. A SEAL ON THIS D U R.FAC. 1.2 5 FROM C U P 5 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING I$ THE RESPONSIBILITY OF THE Haines 311 OIL --`-IGNER '..._.:�TP ',_� NOV 4 rn.A '14.CINf0 r 1S ,", . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE CJ38 D8L BEVEL) Top chord 2x4 SP 11P N 120 mph wind, 23.37 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, :Lt Slider 2x8 SP #2 N: BLOCK LENGTH = 1.500' wind BC DL-2.5 psf. IN LIEU Of STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 39 0.00 3.26 R=84 U=253 24-7-1 12 1 3X54/ 4-5-0 4-5-0 T 1-1-14 R-53 U=180 20-7-0 4X4(E3) 3X10(E3) BI 13-3-2 Over 3 Supports C R=137 U=180 W=3" CO PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. ©•• T•:V FL 4 - R - Scale **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. • • • T C L L 20.0 P S F R E F R151-- 10923 REFER TO SCSI 103 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 P Z D'ONOFRID DR., SUITE 200. MADISONR SAF , WI 53719) AND WTCA (WOOD TRU66 COUNCIL OF AMERICA. 6300 ENTERPRISE IN TOP C HORDW SHALLE 537IHAVEO PROPERLY ATTACHED STRUCTURAL TO PANELSERT AND BOTTOMHESL CHORD SHALLS. E SS HAVE ATITER PROPERLY ATTACHED TC DL 7.0 P S F DATE 11/23/04 RIGID CEILING. ST •� BC DL 5.0 PSF DRW HCUSR151 04328299 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED /�•� j ALPINE PROUVCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DE51GN: ANY FAILURE TO BUILD THE O •N• + B C L L 1 0.0 P S F HC-ENG M N M/A D R TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SNIPPING, INSTALLING 8 BRACING OF iRUSSE S. R1� DESIGN CONE ORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AT BPA) AND IPI. ALPINE v/ •1VV�f• CO NN EETOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W, K/H.S) GALV. STEEL. APPLY ,..........••.•• T 0 T.L D. 42.0 P S F S E Q N 16983 PLATES TO EACH FACE DF TRUSS AND. UM LE SS OTHERWISE LOrATFO ON THIS DESIGN, POSITION PER DRAWINGS 160A-2. O[��� ine En ineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX q3 OF TPII-2002 SEC.3. A SEAL ON THIS r* D U R.FAC. 1.25 F ROM C D I> g DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT I950IYtar17 Drive DESIGN SHOWN. THE SOITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE ((( i°ki, ri38 BUI -1GNER -ITPI 1 ....L .. -. ..-..., .,.. . Nov ,� � '.r rn A C _- � .rc 1 ,�,. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / BESTCON -- LOT 24 HIDDEN PARADISF CJ1 BEVEL 1L 1R) Top chord 2x4 SP #2 N 120 mph wind, 20.41 ft mean hgt, ASCE 7 98, CLOSED bldg, Bot chord 2x4 SP X12 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=-2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 9 0.21 0.94 T 12 R=-173 U=349 1T 21-7-4 3 1-5-3 R--22 U-180 20-7-0 2X4(B1) L<-2-0-0---31,j 1-0-0 Over Supports R=401 U=510 W=3.5" Co S�� c qj••.v PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. E•�'14 FL 4 R Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. !� .O ��� T C L L 20.0 P S F R E F 8 1 5 1 10924 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 1_ D'ONOFRIO OR.. SUITE 200. MADISON. WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON. WI 53719) FOR SAFETY PRACTICES PREOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, T C D L 7.0 P S F DATE 11/23/04 TOP CHORD SHALL HAVE PROREREY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. r 3 F BC DL 5.0 PSF DRW HCUSR151 04328300 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE �• ALPINE RUSSCIN CONFORMANCESHALLWITH BRERESPONSOORLFABRICANINGEVIF B INGROSHIPPINGESINSTALIINGYBFeRACINGTOFBTRUSSES. �jl" BC LL 10.0 P S F HC-ENG M N M/A D R DESIGN CONFORMS WITH APPLICABLE PROVESIO NS OF NDS (NATIONAL OE SIGN SPEC. BY AFBPA) AN TPI. ALPINE •�•••�•�.� ••� CONNECTOR PLATES ARE MADE OF 20/18/I6GA (W.H/S/K) ASTM A653.GRADE 40/60 (W. N/H,S) GAL V. STEEL. APPLY. �}���� TOT.L D. 42.0 P S F S E O N 16 9 8 5 PLATES TO EACH FACE OF TRUSS AND. UNLESS 01"1 RWISE LOCATED ON THIS DES 1 GN, POSITION PER DRAM NGS 160A-Z, u 71pine Enineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON TNISDUR.FAC. 1.2 5 FR0M CU 1950 Marley Drive DR ANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEEP ING RESPONSIBILITY SOIELY FOR THE TRUSE COMPONENT �' DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE n Ralnes r` 338 euTL IGNER --TP) 1 - NO Y ° 4 ,�., _Jf, i S Z (D1092-LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE CJ1A BEVEL 1L 1R) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, Top chord 2x4 SP #2 N 120 mph wind, 20.41 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=2.5 psf. Deflection meets L/360 live and L/240 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: PROVIDE (3) 0.162"X3.5" TOE-NAILS AT TOP CHORD. CHORD SPACING(IN OC) START(FT) END(FT) PROVIDE (2) 0.162"X3.5- TOE-NAILS AT BOTTOM CHORD. BC 9 0.17 0.88 Shim all supports to solid bearing. (� R=-184 U=367 1-0-15 -0-5 -� 21-7-4 12 I T R­23 U=180 �20-7 0 20-11-4 13 6 2X4(Al) �- 2-0-0­3IIJ 1-0-0 Over 3 Supports R=413 U=534 W=3.5" ASF.CO.... s PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. �lF1L` FL 4 R - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F REF R 1 5 1 10925 REFER TO BCST 1 03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 •� D'0NOF BIO DR., SUITE 200, MADISON, NT 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN Z MADISON. WE 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TC DL 7.0 P S F DATE 11/23/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED + STA F BC DL 5.0 PSF DRW HCUSR151 04328301 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DE VIATIOX FROM THIS DESIGN; ANY FAILURE TO BUILD THE A . B C L L 10.0 P S F HC-ENG M N M/A D R ALPINE TRUSS IN CONFORMANCE WIIN TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING N BRACING OF TRUSSES. I i• DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AT A) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/166A (W.H/S/K) AS A653 GRADE 40/60 (W, K/H.S) GALV. STEEL. APPLY -.10R�o,..6 TOT.L D. 42.0 P S F S E Q N 16987 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DFSI GN, POSITION PER ORAW/NGS 160A 2. , -�... /y i ine Engineered Products, nC. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL 8E PER ANNEX A3 OF iPli-2002 SEC.3. A SEAL ON THIS O��`M� D U R.FAC. 1.2 5 FROM C U IT 5 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT HAD IWfeTICy Ih138 DESIGN SHOWN. INE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUT -.I GXfR -rTP! 1 :. ,. NOV c -e . _ , I . ' ,;ZLA, .. (D1092-LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE CJ18 DBL BEVEL) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP 11/2 N 120 mph wind, 22.37 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP y2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf. :Lt Slider 2x8 SP #2 N: BLOCK LENGTH 1.500' wind BC DL--2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 15 -0.00 1.26 3 X 5 Ai 12 R=34 U=180 T 22-7-1 T 2 5-0 2 5 0 1-1-14 R=19 U=180 20-7-0 4X4(E3) 3X10(E3) W 1-3-2 Over 3 Supports R=53 U=180 W=3" s . CO ti� -R.c'�s` qj ;.,.,r PLT TYP. Wave TPI Design Crit: TPI-1995(STD) �7. �4 R - Scale =.375" Ft. **WARNING**TRUSSES REOVING EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. .D 22 1 T C L L 20.0 P S F REF R151-- 1 0 9 2 6 REFER TO BCS[ 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY iPl (TRUSS PLATE INSTITUTE. 583 {i G 1 D'ONOFR fO OR., SUITE ZOO, MAO ISON , WF 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MAO I SO N, WI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. '* TC DL 7.0 PSF DATE 11/23/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BD i.70M CHORD SHALL HAVE A PROPERTY ATTACHED R IG TD CEILING. i O **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE + '"F • BC DL 5.0 PSF HC-ENG HCUSR151 04328302 ALPINE PRODUCT$. INC, SHALL NET BE R111ONSIB LE FDR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TH �0�► . ' 8C LL 10.0 P S F H C-E N G M N M/A D R TRUSS IN CONFORMANCE MI IN TPI; OR FABRICATING, MAN OF IN NJ SNIPPING, INSTALL[NG E BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPEC, BY AFSPA) AND TPI. AI.P[NE _ CONNECTOR PLATES ARE MADE OF 20/]B/16GA (W,N/S/K) ASTM A653 GRgDE d0/60 (W, K/H,S) GAL V, STEEL. APPIY -/ice •,� �•• T 0 T.L D. 42.0 PSF S E Q N 16989 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. vjO(,�� Inine Engineered Products, nc. ANY INSPECTIpN OF PLATES FOLLOWED BY (I) SHALL BE PER ANNFM AJ OF TPII"ZOO2 SEC.3. A SEAL ON THIS f* DDR.FAC. 1.2 5 FROM C U d' S DRAWINfi INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT i9 0 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Q ,..,.wHaine 3384 But ,SIGNER /TPI 1 rn�CIN TSI, h rri it ZO THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN rARADISE / BESTCON — LUT 24 HIDDEN PARADISE CJ2 DBL BEVEL) Top chord 2x4 SP ff2 N 120 mph wind, 20.92 ft mean hgt, ASCE 7-98, CLOSED bldg, But chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) S1ART(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 21 0.15 1.89 T An,-22-7-7 T R=-28 U=180 12 / 2-5-6 2-5-6 R=7 U=180 20-7-0 /2X4(Bl) Lc--2-0-0� 2-0-3 Over 3 Supports RR=312 U=269 14=3.5" SF'COQ PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. X80 Y'14 4 R Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. P10 1 2 T C L L 20.0 P S F R E F R151-- 1 0 9 2 7 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TP[ (TRUSS PLATE INSTITUTE, 583 j D'0NOFRIO DR.. SUITE 200, MADISON, WI 53719) ANO"TCA (WOOD TRUSSHE SE COUNCIL OF AMERICA, 6300 ENTERPRISE LN �-- TOPMADSON CHORDWSICATED HALLI MAIL PROPE RL ATTAC HE D SAFETY SSTRUCTURALTo PP ANEL SIA NDNG T BOTTOMUCH OR DN SHS.ALL HAVE AT PROPERLYHERWISE I ADT TACHED TC DL 7.0 P S F DATE 11/23/04 RIG10 CEILING. B DL 5.0 PSF DRW HCUSR151 04328303 **IMPORTANT**FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER 9 . w PR OU UCTS. IXC. SHALL N07 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS pE SIGN; ANY FAILURE TO BUILD TH O� /�/ �� �� B C L L 1 0.0 P S F HC-ENG M N M/A D R ALPINE TRUSS IN CONFORMANCE N[TH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING&BRACING OF TRUSSES. ` DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of Nps (NATIONAL 0E5 ION SPEC, BY AF&PA) AND TPI. ALPINE ""� ...... CONNECTOR PLATES ARE MADE OF 20/18/16GA (N,"JS/N) ASIM A651 GRADE 40/60 (N, N/H.S) GALV. STEEL. APPLY /������ TOT.L D. 42.0 P S F S E Q N 16991 PLATES TO EACH FACE OF TRU55 AND. UNLESS OTHf RWISI TO[ATER ON TH15 DESIGN, POSITION PER DRAWINGS 160A Z. ine En incised Products, nc. ANY INSPECTION Oi PLATEs FOLLOWED BY (I) SHALL BE PEP ANNEX A3 OF IPII-2002 SEC.3. A SEAL ON THIS D U R FAC. 1.25 F R 0 M C U P 1950 Marley I)TIVe ORANING INDICATES ACCE PIANCE OF PPOFE IS ENGINEERING RESPONSIBILITY SOLELY fOR THE TRUSS COMPONENT Y DESIGN SHOWN. THE SU ITA IIY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RE 5PQN5 IBILIIY OF THE Baines '-.`'`. 338 BUIL IGweRq� .__..TPIL NOV 'n4 ��•CIN '.4.0 J 1SI ZO THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1092-LOT 24 HIDDEN PARADISE / BESTCON LOT 24 HIDDEN PARADISE HJ1 DBL BEVEL) Top chord 2x4 SP #2 N 120 mph wind, 23.43 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Hipjack supports 6-11-8 setback jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) BC 115 0.23 9.77 Deflection meets L/360 live and L/240 total load. Top chord overhangs have been checked only for loads as indicates. Overhangs not checked for man loads or long-term deflection. �27-7-6 R=231 U=285 3X50 8.49 F_ 7-4-11 7-4-11 0-5-3 R=372 U=180 +20-7-0 1.5X4111 2 X 4 2X4(B1) L<--2-9-15—� 9-10-1 Over 3 Supports R=540 U=478 W=4.2" M Mc Cott PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.J5 FL 4 R - Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. T L L 20.0 P S F R E F R151-- 10928 REFER TO CSI -03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 f1G D'ONOFRI.'DR..'SUITE 200. MADISONR P , HI 53]19) AND Wi CE RA (WOOD TRUSS COUNCIL OF AMERICA. 6700 ENTERPRISE L • 1751 MADISON HORDWSHALL IHAVEOPROPERLY AT7 ACHEDSSTRUC TURALPPANOLSIANDNG T BOTT OMU CHORDNSHALLNHAVE ATPROPERL TZ ` • 1 TC DL 7.0 P S F DATE 11/23/04 RIGID CEILING. � 7 •; BC DL 5.0 PSF DRW HCUSR151 04328304 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE % :•� PRODUCTS. INC. 5H ALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD iH �, �• B C L L 1 0.0 P S F HC-ENG M N M/A D R ALPINE TRUSS IN CONFORMANCE W[TN TPI: OR FABRICATING, NANOLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. /► C O r��* TOT.L D. 4 2.0 P S F S E Q N 16993 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N05 (NATIONAL DESIGN SPEC, BY AF BPA) AND TPI. ALPINE /� CONNECTOR PLATES ARE MADE OF 20/18/16GA I%"/S/K) ASTM A653 GRADE 40/60 IN. K/H.5) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-2. X ineered Products, nC. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BEPER ANNEX A3OfTPII2002SEC3ASEAL ON THIS DUR.FAC. 1.25 FR0M CU DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPO NS TL ITY SOLELY FOR THE TRUSS COMPO8 Ni 195D Marley Mve DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE . ,,,Hain But -SIGNER — /TPI I ■ .;.. a -, .; 4 �::.: ,,: - _ NOV Q '1--- ���—AIi'. 2 :...-i rr '���(+11 .<,JF.v ,. ._ (01092LQ7 24 HIDDEN PARADISE / BESTCON LOT 24 HIQDEN PARADISE fIJ2 DBL BEVEL) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP !12 N 120 mph wind, 24.36 ft mean hgt, ASCE 7 98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL.-3.5 psf, :Lt Slider 2x8 SP 172 N: BLOCK LENGTH = 2.565' wind BC OL=2.5 psf. Calculated hori.ontal deflection is 0.31" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.05" due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) BC .75 -0.00 7.42 Hipjack supports 5-3-0 setback jacks with no webs. Deflection meets L/360 live and L/240 total load. +26-7-9 R=227 U=279 8.49 U54- 6-4-13 6-4 14 T 1-1-14 R=137 U=180 20-7-0 12X14(E4) 7-5-1 Over 3 Supports R-182 U=180 W=4.243" CO PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. FXQr 44••': 4 - - R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AN BRACING. T C L L 20.0 P S F R E F R 1 5 1 10929 REFER TO BCS_ 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BV TPI (TRUSS PLATE INSTITUTE. 5B3 • . n I� D'ONOFIIIO DR„ SULIE 200, MADISON. NI 1371'T AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 EMTERPR ISE L • 1/ L MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE TC DL 7.0 P S F DATE 11/23/04 TOP CHORD SHALL HgVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE RIGID CEILING. B DL 5.0 PSF DRW HCUSR151 04328305 **IMPORTANT**FURNISH A COPY OF THIS OE SIGN TO THE INSTALLATION 0.7ION CONTRACTOR. ALP iNE ENGINEER PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRON THIS DESIGN: ANY FAILURE TO BUILD TH ALPINE TRUSS IN CONFORMANCE WITH TP[: UR" HANDLING. SNIPPING. INSTALLING 8 BRACING OF TRUSSES. O •4N �, BC LL 1 0.0 P S F HC-ENG M N M/A D R DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE • ...... Rta.•"�� CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A651 GRADE 40/60 (N, K/H,S) GALE. STEEL. APPLY /� ���� \ TOT.L D. 42.0 P S F S E Q N 16995 PLATES TU EACH FACE OF TRUSS AND, UNLESS OTHEPWISE IDC.ATED ON THIS DESIGN. POStT10N PER DRAWINGS I60A-Z. C 7pineEngineered Products, nc. ARYINSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNE% A3 OF TPI1-2002 SEC.3. A SEALON THIS DUR.FAC. 1.2 5 FR0M C U 1950 Marley DRVC DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPONSIBiL ItY SOLELY FUR THE TRUSS COMPONENT )' DESIGN SHOWN. THE 50',ABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE EXE_Haire 338 Bu .da, ,.s IGNER .. /TPt 1 ..: .> NOV `' Cl 24. -rr 1ST Tri THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. (n1092-LOT 24 IIID[)(?I ,''ARADISE / BESTCON LOT ?4 HIDDEN PARADISE HJ2A DBL BEVEL) Top chord 2x4 SP #2 N 120 mph wind, 22.06 ft mean hgt, ASCE 7-98, CLOSED bldg, Got chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Hipjack supports 4 2-8 setback jacks with no webs. BC 71 0.29 5.95 Deflection meets L/360 live and L/240 total load. Top chord overhangs have been checked only for loads as indicates. Overhangs not checked for man loads or long-term Shim all supports to solid bearing. deflection. R=99 U=180 T +24-10-6 2-7-10 8.49 R=64 U=180 +22-7-0 0-5-3 _ J 4.29 7 20-7-0 2X4 Al) —2-9-15— ' 5-11-6 �_5-11-6 Over 3 Supports —� R=352 U=341 W=4.2" CO r004 fCgx,%,is PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. � FL 4 R Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. j REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 Q. 12 T C L L 20.0 P S F R E F R 15 1 10930 O'0N0 RIO DR., SUITE 200, MADISON, W1 53719) AND WTCA (WOOD RU COUNCIL OF AMERICA, 6300 ENTERPRISE LN �r MADISON. WE 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED • ^ T C D L 7.0 P S F DATE 11/23/04 TOP CHORD SHALL HAVE PROPERLY AiTgCHED STRUCTURAL PANELS AND HOT70M CHORD SHALL HAVE A PROPERLY ATTACHED i RIGID CEILING. • .` TT V "IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED SZ BC DL 5.0 PSF DRW HCUSR151 043283069� • PROD UCI S, INC. SHALL NOT BE RESPONSIBLE FOR ANY pEV[AT ON FROM THIS DESIGN: AN'FAILURE i0 BUILD THE ��• • B C LL 1 0.0 P S F HC-ENG M N M/A D R ALPINE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING N BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVI5ION S OF NOS (NATIONAL DESIGN SPEC. BY AFNPA) AND TPI. ALPINE •. •• •••✓•••`� CONNECTOR PLATES ARE MADE OF 20/18/16 GA (H.H/S/K) ASTM A653 GRADE 40/60 (W, N/H,S) GALV. STEEL. APPLY T 0 T L D. 4 2.0 PSF S E Q N 16997 PLATES TO EACH FACE OF 1RUSS qND, UNLESS OTHEPNISE LOCATED ON THIS DESIGN, POSITION PER DflAWINfiS 750AZ. y A 7pi.ne Engineered Products, nc. ANY INSPECTIONOF PLATES FOLLOWED BY (i) SN ALL BE PER AN NEM A3 OF TPII-2002 SEC3. ASEgL ON THISDUR.FAC. 1.25 FR0M CU 5 UTAWING INOICATFS ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1I31Il0 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF (HTS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BVI =I GNER -/TPI 1 — m "_ ti �. „ ; ;� y J ISI -- ZOO .: .. ',CI '4. TOIL CHORD FILLER DETAIL + 2X4 CONTINUOUS LATERAL BRACING AT 24" OC MAXIMUM SPACING. ATTACH TO EACH TOP CHORD WITH (2) 16d NAILS. OFFSET FILLER DETAIL BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ++ 4 - ++ 2X4 SO. PINE #2 N OR SPF #1/#2 FILLER TOP CHORD. 12 t +++ 2X4 SO. PINE #3 OR SPF #1/#2 VERTICAL WEBS SPACED PIGGYBACK PLATE ** *� 48" OC MAXIMUM. OR 3X6 TRULOX t 4 / * 8/12 MAXIMUM PITCH. ** 2X8.25 PIGGYBACK SPECIAL PLATE. SEE DRAWING PIGBACKBO699 FOR PIGGYBACK SPECIAL PLATE INFORMATION. +++ 6-0-0 TYP. *** *** 6'0" MAXIMUM HEIGHT. t W2X4 OR 3X6 TRULOX. 4 + 12 ft REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS t 41 �* DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT + SHOWN. t4 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO �� \ EACH FACE OF EACH TRUSS PLY. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. TOP CHORD FILLER DETAIL (4 EXTENDED TOP CHORD FILLER DETAIL t ++ �� t PIGGYBACK PLATE OR 3X6 TRULOX 4 i t 4 ��� t 4 +++ 6-0--0 tt �i +++ 6-0-0 / TYP. *** TYP. *** tt + 12 + 12t 4 �I 4 + + t4 \ t4 V THIS DRAWING REPLACES DRAWING 884,080 . tr -WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND �}, • TC LL MAX 3O PSF REF TC-FILLER BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS ♦ G �•�:� PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL /'{C �+ OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING 170.0052212 • TC DL MAX 15 PSID DATE 11/26/03 THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. : y ,y 1 C DL MAX q 0 PSF DRWG TCFILLER1103 -IMPORTANT:• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS, INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE TO CT BC LL 0 PSF -ENG SHIP KAR l� �V G BUILD THE TRUSS IN CONFORMANCE WITH TEL OR FABRICATING, HANDLING, SHIPPING, INSTALLING & � � s• _ / BBRAAI&POFAN 7 P I S.ADINIE NCONCONFORMS NECTOR PLIT 11AT E SPAREPLICABLE MADE OR020/18N6 A (WH/S/K)S [IF NDS IOASTM A653 GRADE L DESIGN SPEC � �.� TOT. LD. MAX 55 PSF 740/60 -/,K/H, ) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PEP DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL ALPINE ENGINEERED PRODUCTS,INC. • --- BE PER ANNEX A3 OF TPI I-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF so • DUR. FAC. 1.15 OR 1.33 POMPANO BEACH,FLORIDA PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY TY AND USETPI 1T IS -IJMPOR NENT FOANY BUILDING IS THE RESPONSIBILITY OF THE PUTLDING SPACING 24.0 'IDJOTTOM CHORD FILLER DET.AtL * OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND SHOWN. TRULOX PLATE REQUIREMENTS. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD MAXIMUM REACTION MINIMUM ** REQUIRED NAILS PER FACE WITH TRULOX PLATES OR WEDGE SPECIES DOWNWARD UPLIFT BEARING AREA 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR-LARCH 3281# 1656 1.5" X 3.5 12 11 10 9 8 HEM-FIR _ 2126# 1095# 1.5" X 3.5 9 8 7 7 6 SPRUCEPINE-FIR_ 2231 ___Ll92 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5 10 9 8 8 7 SOUTHERN PINE NON-DENSE 2520# 1343 1.5" X 3.5 9 8 7 7 6 9.5" MAX 3X8 TRULOX ** 18" 4 3X12 TRULOX MAX �/2X8 WEDCTE / ** * ** (2) 8D NAILS CUT TO FIT :2X4 VE •IC�j�j GE �•:��,-ctF,c9r� AWING REPLACES DRAWINGS A115 Ally/R & 884,132 .xWAR.NING. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND s' /� TC LL PSF REF BC FILLER BRACING. REFER T❑ BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TP] (TRUSS IYO.085221 Z PLATE INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WORD TRUSS COUNCIL i OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING TC DL PSF DATE 11/26/03 THESE FUNCTION S UNLESS ❑THERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Cr DL 10.0 PSF DRWG BCFILLER1103 -•IMPORTANT-x FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED A� 7ALPINE PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC LL — PSF' —ENG DLJ/KAR LI� QVC BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & O • f• _ BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIUNAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/1GGA (W,H/S/K) ASTM A653 GRADE• ••• T. LD. PSF 40/69 (W,K/H,S) GALV. STEEL. APPLY PLATES TD EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED O. ON THIS DESIGN, POSITION PER DRAWINGS ]60A-Z. ANY iNSPECTTOh! OF ELATES FOLLOWED BY (I) SHALL p ALPINE ENGINEERED PRODUCTS,INC. BE PER ANNEX A3 OF TPI 1-2002 SEC. 3, A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF DUR. FAC. 1.0/1.15/1.25/1.33 POMPANO BEACH,FLORIDA PRaFES�IONAL ENGINEFRING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT RESIGN SHOWN. THE _ SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING 111111 PER ANSI/TPI: ., SPACING 24.0__' BOTTOINI CHORD FIILI�ER REPAIR RECOMMEND ?L' REPAIR PROCEDURE 1. MEASURE DISTANCE FOR NEW LENGTH OF FILLER. MAXIMUM BOTTOM CHORD LOAD I5 10 PSF. 2. APPLY NEW 2X4 STUD GRADE OR BETTER VERTICAL + BOTTOM CHORD FILLER TO BE SCAB TO BOTTOM CHORD AND FILLER WITH (3) REMOVED. SEE NOTE #3. NAILS 0.131" DIA. x 3.0" OR LARGER, (I.E. 10d OR 16d COMMON, SINKER, GUN, OR 16d BOX NAILS) TO ++ FIELD APPLIED FILLER. EACH END OF VERTICAL. * 2X4 STUD GRADE OR BETTER VERTICAL SCAB. 3. CAREFULLY REMOVE EFFECTED CONNECTOR PLATES. ATTACH TO BOTTOM CHORD AND FILLER WITH (3) USE CARE NOT TO DAMAGE THE REMAINING NAILS WITH A MIN. 0.131" DIA. X 3.0" LENGTH. CONNECTOR PLATES OR LUMBER IN ANY WAY. REFER TO ENGINEER'S SEALED DESIGN 4. TRIM FILLER TO LENGTH, AT EDGE OF NEW VERTICAL REFERENCING THIS DETAIL FOR ALLOWABLE SCAB. FILLER DIMENSIONS, PLACEMENT, AND WEBBING. FILLER --- ---------`tl BC LENGTH TO TRIM FILLER MAX. FIELD APPLIED FILLER MUST BE SPF #3 I �l OR BETTER. EXISTING FILLER UQ/ ��!ti�����C'9r•It;1/ THIS DRAWING REPLACES DRAWING 962,767 ..WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.005221 Z • DEF B C FILLER REP. BRACING. REFER TO BCSI I-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS u L R R R PLATE INSTITUTE, 583 D'ONGFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING * DATE 11/26/03 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �v STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. D RWG RSPB CFIL1 1 0 3 ..IMPORTANT.. FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR, ALPINE ENGINEERED •• :i ALPINE PRODUCTS INC SHALL NOT BE RESPONSIBLE FDR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO —ENG MLH/KAR BUILD THE TRUSS IN CONFORMANCE WITH TPI OR FABRICATING, HANDLING, SHIPPING, INSTALLING 9, • j BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, . BY AD&p AND TPI, ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE7 • �•�' 40/60 (W,K/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION FFR DRAWINGS IoOA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL ALPINE ENGINEERED PRODUCTS,INC. BF PER ANNEX A3 OF TPI 1-2002 SEC 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF POMPANO BEACH,FLORIDA PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TPUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING BARING BLCICKI NAIL SPACING DETAIL MAXIMUM NUMBER OF NAIL LINES PARALLEL TO GRAIN MINIMUM SPACING FOR SINGLE BEARING BLOCK IS SHOWN. DOUBLE NAIL SPACINGS AND STAGGER CHORD SIZE � NAILING FOR TWO BLOCKS. GREATER SPACING MAY BE REQUIRED TO AVOID SPLITTING. NAIL TYPE 2X4 2X6 2X8 2XI0 2X12 Sd BOX (0.113"X2.5") 3 6 _ 9 12 15 A - EDGE DISTANCE AND SPACING BETWEEN STAGGERED ROWS OF NAILS (6 NAIL DIAMETERS) 10d BOX (0.128"X2.5 3 5 7 10 12 B - SPACING OF NAILS IN A ROW (12 NAIL DIAMETERS) C - END DISTANCE (15 NAIL DIAMETERS) 12d BOX 0.128"X3.25" 3 5 7 10 12 IF NAIL HOLES ARE PREBORED, SOME SPACING MAY BE REDUCED BY THE AMOUNTS GIVEN BELOW: 16d BOX 0.135"X3.5") 3 5 7 10 12 • SPACING MAY BE REDUCED BY 50% 20d BOX (0.148"X4") 2 4 5 6 8 --SPACING MAY BE REDUCED BY 33% 8d COMMON (0.131"X2.5") 3 5 7 10 12 BEARING BLOCK TO BE SAME SIZE AND SPECIES AS BOTTOM 10d COMMON (0.148"X3" 2 4 6 8 10 CHORD. BLOCKS MAY BE ANY GRADE WITHIN THE SPECIES, 12d COMMON (0.148"X3.25") 2 4 6 8 10 PROVIDED THE COMPRESSION PERPENDICULAR TO GRAIN VALUE (Fc-perp) IS AT LEAST THAT OF THE CHORD. 16d COMMON (0.162"X3.5") 2 4 6 8 10 0.120"X2.5" GUN 3 6 8 11 14 0.131"X2.5" GUN 3 5 7 10 12 0.120"X3.0" GUN 3 6 8 11 14 C** NAIL 0.131"x3.0" GUN 3 5 7 10 12 LINE A MINIMUM NAIL SPACING DISTANCES DISTANCES j— —T �— —� B* NAIL TYPE A B* C** 8d BOX (0.113"X2.5") 3j4" 1 3/8" 1 3/4" B/2* 10d BOX (0.128"X3") 7/8" 1 5/8" 2" _ 12d BOX (0.128"X3.25") 7/8" 1 5/8" 2" A 16d BOX (0.135"X3.5") 7/8" 1 5 8" 2 1;8 20d BOX (0.148"X4") 1" 1 7/8" 2 1/4" �, AAA C** DIRECTION 8d COMMON (0.131"X2.5") 7/8" 1 5/8" 2" A OF LOAD AND 10d COMMON (0.148'°X3") 1" 1 7 "__2 1 �4" NAIL ROWS 12d COMMON (0.148"X3.25") 1" 1 7/8" 2 1/4" 16d COMMON (0.162"X3.5") 1' 2" 2 1/2" 0.120"X2.5" GUN 3/4" 1 1/2" 1 7/8" 0.131"X2.5" GUN 7/8" 1 5/8" 2" 0"X3.0 GUN 3/4" 1 1/2" 171_8_" _ LENGTH OF BLOCK SPECIFIED ON SEALED DESIGN 1 0" GUN 7/8" 1 5/8" 2" (12" MINIMUM — 24" MAXIMUM) f(, ! � AWING REPLACES DRAWING B139 AND CNBRGBLK0699 -WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND ��' BRACING, REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS Pio.0052212 REF BEARING BLOCK PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOP. SAFETY PRACTICES PRIOR TO PERFDRMINGOr * DATE 11/26/03 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ' _ STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'Q�. C DRWCi CN.BIZ Ci Bl,I{1103 s+IMPOPTANT.- FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED T ALPINE PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO l� ' •• ENG SJp /Vnn Lr QVC BUILD THE TRUSS IN C!1NFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & O • �� �>•AR BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, •.�� BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/1B/16GA (W,H/S/K) ASTM 4653 GRADE7 40/60 (W,K/H,S) GALV, STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ✓f�,o �� ON THIS DESIGN, PUSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY Q) SHALL ALPINE ENGINEERED PRODUCTS,INC. BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCP ❑F POMPANO BEACH,FLORIDA PROFESSIONAL ENGINEERING RESPONSIBLL[TY SOLELY FOP THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING ASCE 7-98: 120 MPH WIf'�D SPE-ED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE,' !' _M4 BRACE (I) 1X4 "L" BRACE • (1) 2X4 L" BRACE (2) 2X4 "L" BRACE " (1) 2X6 "L" BRACE • (2) 2X6 "L" BRACE "* GABLE VERTICAL NO -- BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B SPACING �S1'ECIEt? GR.aDE #1 #2 3' 5" 5' 11" 6' 0' 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13 5" BRACING GROUP SPECIES AND GRADES: S P P #3 3' 4" 4' it" 4' 11' 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" �� STUD 3' 4' 4' 10" 4' 10 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1` GROUP A: w Q STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' S" 7' S' 8' 7" 8' 7' I1' 8" 11' 8" SPRUCE-PINE-FIR HEM-FIR 1 2 STANDARD k2 STUD #1 3' 9" S' 11" 6' 4" 7' 0" 7' 6" B' 4" B' 11" 10' it" 11' 10" 13' 1" _14' 0 3 STUD1 #3 STANDARD S P #2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4' 8' I 1011" 11' 10" 13' 1" 14' 0" #3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" DOUGLAS FIR-LARCH SOUTHERN PINE DFL STUD 6" 8' 4" 8' 9' 10 2" IO' 2" 13 1" 13' 9" s 3 STUD STUD r STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' B" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" c _ STANDARD STANDARD [- �JP1' #1 #2 3, IO„ 6, �„ 6. 10" 7' 11 78' 11., 9, 6„ 9, 6„ 12, 3„ 12, 31, 14, O„ 14, 0„ HF STUD 310511" 5' 11" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" w Q `�F ' " 'STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" GROUP B: #1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6' 10' 3" 12' 6" 13' 6" I4' 0" 14' 0" HEM-FIR SP #2 4' 2" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 14 0" 14' 0" 1 & BTR 1 W L #3 4' (Y 6' 2" 6' 2' 8' 0" 8' 1" 9' 6" tO' 0" 12' 6" 12' 7" 14' 0" 14 0" DFLSTANDARD 3'-STUD 4 O' 5' 1' 5' 3" 6' 11" 6 71" 9' 3" 19' 3" 10' 9" 10' 9" 14' 0" SOUTHERN PINE Dooc.LAs SIR-LARCH #1 / #2 4' 4" 7' 5" 7' 7" 8' 9` 9' 0" 10' 6" 10' 9" 13' 10` 14' 0" 14' 0" 14' 0" r S P F #3 4' 2' 6' 11" 6' I1" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" �J u 7� STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10 6" 10' 6" 13' 10" 13' 10" 14' 0" 14'Co - STUD 111' STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10 6" 10' 6" 12' 2- 12 2" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: #1 4' 8" 7' 5" 8' 0, 8' 9" 9' 6" 10' 6" 11' 4" 13' 10° 14' 0" 14' 0" 14' O" S P #2 4' 7" 7' 5" 8' 0" 8' 9" 9' (3 10' C 11' 4" 13' 10" 14 0" 14' C 14' C LIVE LOAD DEFLECTION CRITERIA IS L/240. 7� #3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10 6" I1' 0" 13 10 14 0' 14 0" 14' 0" D1' STUD 4' S" 7' 0" 7' 0" 8' 9" 9' 3' 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOP. 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD), STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8' 0" 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" 14' 0' GABLE END SUPPORTS LOAD FROM 4' 0" SYMM OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUT, PLYWOOD OVERHANG. + ATTACH EACH "L" BRACE WITH 10d NAILS. GABLE TRUSS / 2X4 #2N OR BETTER # FOR (1) "'L" BRACE: SPACE NAILS AT 2" QC. IN 18 END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION: � � VERTICAL LENGTH MAY SF. / /� \ + **FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. DOUBLED WHEN DIAGONAL 18" * IN 18" END ZONES AND 6"' O.C. BETWEEN ZONES. i + DIAGONAL BRACE FOR 870/ BRACE IS USED. CONNECT ^L "L" BRACING MUST BE A MINIMUM OF 807. OF WEB � AT EACH END. MAX WEB BRACE MEMBER LENGTH. �' I ## TOTAL LENGTH IS 14'. 2X4 SP OR DF-L #2, GABLE VERTICAL PLATE SIZES OR BETTER DIAGONAL VERTICAL LENGTH NO SPLICE VERTICAL LENGTH SHOWN BRACE; SINGLE OR 18" # + + LESS THAN 4' 0" 1X4 OR 2X3 IN TABLE ABOVE. / DOUBLE CUT L L GREATER THAN 4' 0", BUT 2X4 (AS SHOWN) AT A LESS THAN 11' 6" UPPER END. ICONTINUOUS BE C. / / / GREATER THAN 6" 2.5X4 + REFER TO COMMON N TRUSS DESIGN FOR 0 CONNECT DIAGONAL AT PEAK, SPLICE, AND HEEL PLATES. REFER TO CHART ABOVE MIDPOINT OF VERTICAL WEB. F 'iM,�f�B�/�r�� pAL ,NGTH. --WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND • ���������� �� BRACING, REFER TO BC SI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS REF A.SCF,7-98-CrABI2�3� PLATE INSTITUTE, 583 D'UNDER I❑ DR, SUITE 200, MADISON, WL 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING Or DATE 11/26/03 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHIRD SHALL HAVE PROPERLY ATTACHED • STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. SITE F DRWG AI2030ECII03 ..IMPORTANT.. FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR, ALPINE ENGINEERED �y ��ALPINE PRODUCTS, INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO rO + -ENG Lr NV BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 3 BRACING OF TRUSSES. DESIGN CONFORMS W[TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPL ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE7 40/60 (W,K/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE DF TRUSS AND, UNLESS IITHERWISE LOCATED /O • t MAX. TOT. LD. 60 PSF ON THIS DESIGN, POSITION PEP DPAWINGS 160A-7. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL {. ALPINE ENGINEERED PRODUCTS,INC. BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS ➢PAWING INDICATES ACCEPTANCE OF POMPANO BEACH,FLORIDA PROFESSIONAL ENGINEERING RESPLINSIBILITY SOLELS FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE DF THIS COMPONENT FOR ANY BUILDING IS THE RF,SPONSIBILITI' OF THE BUILDING -' `- - - DF T111— PER A T 1 1 sEc MAY. SP CING 24.0" 2X6 "T" RLINFO ,ING 1 1 l 1 ry_ A L R C, A L F D _ .�_ MF SII+LI; T it J I GABLE VERTICAL PL11E SIZES + 2X-1 .T. - SYM. FSR LSTjI� VERTICALS VERTICAL LENGTH PLATE IF PLATES REINFORCING ABOUT T', Q4 _ BETWEEN CHORDS SIZE OVERLAP* MEMBER _-LESS THAN 4' 0" 1X4__OR 2X3 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL �n LESS THAN 11' 6" GREATER THAN 11' 6" 2.5X4 2.5X8 C REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + • IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE GABLE / 2X8 APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR VERTICAL "`/// 2X4 SBCCI WIND LOAD. LENGTH TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE / WIND SPEED "T" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 % 10 + 15 FT 2x6 40 % _ 50 110 MPH 2x4 10 % 10 % 30 FT 2x6 50 % 50 % 100 MPH 2x4 10 % 10 % 15 FT 2x6 30 % 50 100 MPH 2x4 10 % 10 % 30 FT 2x6 40 % 40 % 90 MPH 2x4 20 % 10 % -� + PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 15 F1' 2x6 20 % _4_0 ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x_4 10 % 10 RIGID SHEATHING - HAND DRIVEN NAILS: 30 FT 2x6 30 % 50 4 TOENAILS X 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 % 20 AND BOTTOM CHORD. 15 FT 2x6 10 % 30 % GUN DRIVEN NAILS - 0.131" X 3": 80 MPH 2x4 20 % 10 T TOENAILS AT 4" O.C. PLUS 4 TOENAILS IN TOP AND BOTTOM CHORD. REINFORCING ( ) 30 FT 2x6 20 % 40 % MEMBER 70 MPH 2x4 0 % 20 % THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. 15 FT 2x6 0 % 20 % ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 % 20 % GABLE TOENAILS A11015EN1103, A10015EN1103, A09015EN1103, A08015EN1103, A07015EN1103 30 FT 2x6 10 % 30 7 TRUSS SPACED AT 4' O.C. A11030EN1103, A10030EN1103, A09030EN1103, A08030EN1103, A07030EN1103 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015EC1103, A12015EC1103, A11015EC1103, A10015ECI103, A08515EC1103 MEAN ROOF HEIGHT = 30 FT A13030EC1I03, A12030EC1103, A11030EC1103, A10030ECI103, A08530EC1103 GABLE VERTICAL = 24" O.C. SP g3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 Stl015ENIIO3, S10015EN1103, S09Ot5ENII03, S08015EN1103, S07Oi5ENII03 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030EN1103, S10030ENII03, S09030EN1103, S08030EN1103, S07030EN1103 (1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 4 TOENAILS SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE .......... Co I. _ VERTICAL LENGTH. {, •. , V f V Vff jt it LACES DRAWINGS GAB98117 n876,719n&� HC2629T4035 —WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND : REF LET-IN VEIN BRACING. REFER T❑ BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS /� PLATE INS T[TU TE, 583 D'ONOF R IO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL Pl D�f1VZ2t Z OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING i VV VJL L DATE01/16/04 THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED y : n STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. * 7� DRW�s• �sllLLL-,+I•IN 1103 i .*IMPORTANT* FURNISH COPY OF TNT DESIGN TO INSTALLATION CONTRACTOR, ALPINE ENGINEERED �+ n t �r ALPINE PRODUCTS, INC SHALL NOT BE RESPOIJSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE To —LN�s DLJ/I1AR L IVIG BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 9, �i �• _ BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, O BY AF&PA) AND TFT ALPINE CONNECTOR PLATES ARE MADE OF 20/1 B/16GA (W,H/S/R) ASTM 4653 GRADE7 ��• 40/60 (W,I!/H,S) GALV. STEEL. AFPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED >. TOT. LD. 60 P SF ON THIS DESIGN, POSITION PEP. DRAWINGS L60A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL ALPINE ENGINEERED PRODUCTS,INC. BE PER ANNEX A3 OF TPI 1-2002 SEC, 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF S�0 •` * DUR. FAC. ANY POMPANO BEACH,FLORIDA PROFESSIONAL ENCINEEPING RE SPONsiBn_ITY SOLELY EGP THE TRUSS COMPONFNT DFSIGN SHOWN. THE _ /� Tyr __ DESIGNERITPEANDNUUSET OF ITSIISC COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING MAX X SPACING 24.0" !g, ASCE 7-98: 120 NIPII WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I 1 .00, EXPOSURE C 2X4 BRACE (1) IX4 "L"' BRACE • (1) 2X4 "'L"" BRACE • (2) 2X4 "L" BRACE - (1) 2X6 "'L'" BRACE ' (2) 2X6 "L" BRACE - :GABLE VERTICAL No BRACESSPANG SPECIES GRADE GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B _ #1 #2 3' 7" 6' 3" 6' 5" 7' 4" 7' 7" 8' 9" 9' 0" 11' 7" 11' it- 13' 9" 14' 0" BRACING GROUP SPECIES AND GRADES s P F #3 3' 6" 5' 5" 5' 5" 7' 2" 7' 2" 8' 9" 8' 9" 11' 1" 11' 1" 13' 9" 13' 9" GROUP A: �� STUD 3' 6" 5' 4" 5' 4' 7' 1' 7' 1" 8' 9" 8' 9" 11' 1" 11' 1" 13' 9" 13' 9" w Q STANDARD 3' 6" 4' 7" 4' 7" 6' 1" 6' 1" 8' 2" 8' 2" 9' 6" 9' 6" 12' 11" 12' 11" SPRUCE-PINE-FIR HEM-FIR 1 2 STANDARD 2 STUD l- 3' 11" 6' 3" 6' 8" 7' 4" 7' 11 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14 0" 3 STUD 3 STANDARD s P #2 3' 10" 6' 3" 6' 8" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" #3 3' 8" 5' 6" 5' 6" 7' 4" 7' 4" 8' 9" 9' 3" 11' 5" 11' 5" 13' 9" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE DFL L STUD 6" -5' 6 -7' 3" -7' 3 -8, 9" 9' 3" 11' 3" il' 3" 13' 9" 14' 0" 3 3 STANDARD 3' 7" 4' 9" 4' 9" 6' 3" 6' 3" 8' 5" 8' 5" 9' 9" 9' 9" 13' 2" 13' 2" STUD STUD STANDARD STANDARD #1 / #2 4' 1" 7' 1" 7' 4" 8' 5" 8' 8" 10' 1" 10' 4" 13' 3" 13' 7" 14' 0" 14' 0" - s #3 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1 13' 3" 13' 3" 14' 0" 14' 0" �� STUD 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14' 0" GROUP B: W STANDARD 4' 0" 5' 8" 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 8" r113 14' 0" 14' 0" #1 4' 6" 7' 1l 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" HEM-FIR ^ s p #2 4' 5' 7' 1" 7' 8" 8' 5' 9' I' 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 1 &I BTR #3 4' 3" 6' 9" 6' 9" 8' 5" 8' 11" 10' 1" 10' 7" 13' 3" 14' 0" 14' 0" �F� STUD 4' 3" 6' 9" 6' 9" 8' 5" 8' 10" 10' 1" 10' 7" 13' 3" 14' 0" 14' 0', SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 1" 5' 10" 5' 10" 7' 8" 7' 8" 10 1" 10' 3" 11' I1" 14' 0" 14' 0"#1 #2 4 7 T 10" 8 1" 9' 3" 9' 6 11' 1 11' 5" 14' 0" 14' 0" 14' 0" 2 #2 sPF #3 4' 5' 7' 8" 7' 8" 9' 3" 9' 3 11' 1" 11' 1 14' 0" 14' 0" 14' 0" 11� STUD 4 5' 7' 7" 7' 7" 9' 3" 9 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" O 11 STANDARD 4' 5" 6' 7" 6' 7" 8' 8" 8' 8" 11' 1" 11' 1" 13' 5" 13' 5" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES #1 5' 0" 7' 10" 8' S" 9' 3" 10' 0" 11' 1" 11' I1" 14' 0" 14' 0" 14' 0" 14' 0" S P #2 4' 10" 7' 10" 8' 5' 9' 3" 10' 0" 11' 1" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. �� STUD 4' 8" 7' 9 7' 19 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 105 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 7" 6' 8" 6' 8" 8' 10 8' IO" 11' I" 11' 5" 13' 9" 13 9" 14 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMMI ABOUBOUT OUTLOOKERS WITH 2" 0" OVERHANG, OR 12' n PLYWOOD OVERHANG. l✓ ATTACH EACH "L' BRACE WITH 10d NAILS. GABLE TRUSS 2X4 #2N OR BETTER * FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. / � r T + IN 18"' END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION: / VERTICAL LENGTH MAY BE 18" * **FOR (2) BRACES: SPACE NAILS 3" O.C. + IN 18" END ZONES AND 6` O.C. BETWEEN ZONES. DOUBLED WHEN DIAGONAL L BRACE IS USED. CONNECT L "L" BRACING MUST BE A MINIMUM OF 807 OF WEB DIAGONAL BRACE FOR 740# BRACE MEMBER LENGTH. AT EACH END. MAX WEB ** TOTAL LENGTH IS 14'. 2X4 SP OR DF-L STUD T GABLE VERTICAL PLATE SIZES / OR #3, SPF #1/#2. H-F #2 lg" * VERTICAL LENGTH NO SPLICE + + LESS THAN 4' 0" 1X4 OR 2X3 OR BETTER DIAGONAL VERTICAL LENGTH SHOWN L 1 + GREATER THAN 4" 0"', BUT IN TABLE ABOVE. / BRACE; SINGLE OR LESS THAN 11" 6" 2X4 DOUBLE CUT (AS SHOWN) AT UPPER END. GREATER THAN 11'_6" 2.5X4 / /CONTINUOUS HEARI j + REFER TO COMMON TRUSS DESIGN FOR co r,,-� PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL aT REFER TO CHART ABOVE FAt�hdr/�� 'V ENGTH. MIDPOINT OF VERTICAL WEB. 1 ��`NIL ..WARNING-- TRUSSES REU0IRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND • ���������� •. REF ASCE7-98-GABI2OI5 BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOP, SAFETY PRACTICES PRIOR, TO PERFORMING * * DATE 11/26/03THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRWG A12015EC1103 ..IMPORTANT-. FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��•� � �• ALPINE PRODUCTS, INC, SHALL NEI BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO O • NG L. SVG BUILD THE TRUSS IN CONFORMANCE WITH IFI OR FA BRICATWG, HANDLING, SHIPPING, INSTALLING & BRACING ❑F TRUSSES- DESIGN CONFORMS WITH APPLICABLE PRO VISIONS OF NDS (NATIONAL DESIGN SPEC, �•• BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 201 8/16GA (W,H/S/K) ASTM A653 GRADE p 40/60 (W,K../H,S) GALV, STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED MAA. TOT. LD. 60 PSF ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPFCTION OF PLATES FOLLOWED BY (1) SHALL. ALPINE ENGINEERED PRODUCTS,INC. BE PER ANNE- A3 OF TPI 1-2002 SEC 3 A 3E-L ON THIS DRAWING INDICATE; ACCEPTANCE OF POMPANO BEACH,FLORIDA PROFESSIONAL ENCINEERIN6 RESPONSIBILITY SOLELY FOP, THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE HE THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING nE GNFR PEP AN I:TPI 1 SEF 2 MAX. SPACING 24.0" 80 MPH WIND. 30.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, 80 MPH WIND, 30.00 FT MEAN HGT, SBC, 100 MPH WIND, 30.00 FT MEAN HGT, ASCE 7-98, LOGITED ANYWHERE lid ROOF, 100 MI FROM COAST, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, CAT I, EXP C, WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. WIND TC DL=5.0 PSF, WIND BC DL-5.0 PSF. EXP. C, WIND TC DL=5.0 PSF, WIND BC DL-5.0 PSP. X NOTE: TOP CHORDS OF TRUSSES SUPPORTING PIGGYBACK CAP TRUSSES MUST BE ADEQUATLY BRACED BY SHEATHING OR PURLINS. PROVIDE DIAGONAL BRACING OR OTHER SUITABLE; ANCHORAGE TO PERMANENTLY RESTRAIN PURLINS. DE1 Allam A FLAT TOP CHORD <= 12' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON (0.148"x3") NAILS. # 12" MIN RIGID SHEATHING OVERLAP WITH 8d COMMON (0.131"x2.5") OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. FLAT TC BRACING PER ENGINEER'S SEALED DESIGN DETAIL B � FLAT TOP CHORD <= 20' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON (0.148"X3") NAILS AND 4 2, 2 4' SECURED WITH 2X4 #3 GRADE SCAB (I SIDE ONLY) ATTACHED WITH 10d COMMON NAILS AT 4" O.C. 2 > zz� 2' ' FLAT TC BRACING PER DESIGNS F� CAP TRUSS TOENAILED TO TOP CHORD BRACING AND SECURED WITH 3X8 TRULOX PLATES (EACH FACE) AT EACH END AND AT 1/3 POINTS. DETAIL C CIRCLED NUMBER INDICATES REQUIRED NUMBER OF 0.120" X 1.375" NAILS PER FACE. SEE DRAWING 160TL FOR TRULOX INFORMA'T'ION. FLAT TOP CHORD <= 30' / \ IN LIEU OF TRULOX CONNECTORS, ALPINE 62PB SPECIAL PIGGYBACK CONNECTORS MAY BE USED. SHOP APPLY TOOTHED PORTION, FIELD ATTACH TO MATING TRUSS WITH (4) 0.120" X 0.375" NAILS MINIMUM EACH FACE. 4 4 4 4 (4) 8d COMMON NAILS (0.131"X2.5") FLAT TC BRACIN 8" X B" X 1/2" RATED SHEATHING GUSSETS (EACH PER ENGINE FACE) MAY BE USED IN LIEU OF TRULOX PLATES, SEALED D O ATTACH WITH (8) 8d COMMON NAILS PER GUSSET, �L ........... (4) IN CAP BC AND (4) IN BASE TRUSS FLAT TC. `;V•'&,����jC'��•;!/ IS DRAWING REPLACES DRAWINGS 581,670 & 961,860 —WARNING*. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND TC LT PSF DL�L� ni/'�GSTpACTr BRACING, REFER TO BCSI I-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS • PJo•0052212 L .Jl 1\LP PIGGYBACK 1 L] i\ PLATE INSTITUTE, 583 D'ONUFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING * * TC DL PSF DATE 11/26/03 THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED tJ STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • T1T PSF DRwG PIGB AC11A1103 ..IMPORTANT.. FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR, ALPINE ENGINEERED :. DL ALPINE PRODUCTS, INC., SHALL NOT BE RESPONSIBEE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC LL PSF' ENG DLJ/KAR BUILD THE TRUSS IN CONFORMANCE WITH TP[I OR FABRICATING, HANDLING, SHIPPING, INSTALLING & O • O •� BRACING ❑F TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, { �+ BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16CA (W,H/S/K) ASTM A653 GRADE S • OT. LD. MAX 60 PSF 40/60 (W,K/H,S) GALV. STEEL, APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED Sip •� ON THIS DESIGN, POSITION PER DRAWINGS I60A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL -- ALPINE ENGINEERED PRODUCTS,INC. BE PER ANNEX A3 OF TPI 1-2002 SEC 3. A SEAL ❑N THIS DRAWING INDICATES ACCEPTANCE OF DUR. FAC. 1.15 POMPANO BEACH.FLORIDA PROFESSIONAL ENGINEERINGRESPONSIBILITY SOLELY FUR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FUR ANY BUILDING IS THE RESPONSIBILITY GF THE BUILDING DE IGNER PER ANsvTPI 1 sEc 2 SPACING 24 0" )P CHORD 2X4 #2 OR BETTER :L I T�' t � D H` A 1 L OT CHORD 2X I ;,P,' OR BETTER WEBS 2S4 1 OR BET'T'ER SPANS UP TO JOINT � - REFER TO SEALED DESII;N FOR DASHED PLATES. I SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TYPE 30' E 34' 381 TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE -----4— IS NOT DIRECTLY OVER ANOTHER. 1�A 2X4 2,6X4 2.5X4 3X5 PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. B 4X6 5X6 5X6 5X6 ATTACH PURLINS TO TOP OF FLAT TOP CHORD- IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PLIRIINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS, C I.5X3 1.5X4 1.5X4 1.5X4 REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: D 5X4 I 5X5 5X5 II 5X6 110 MPH WIND, 30' MEAN HGT, ASCE 7-93, CLOSED BLDG, 130 MPH WIND, 30' MEAN HGT, ASCE 7-98, CLOSED 4X6 OR 3X6 TRULOX AT 4' OC, LOCATED ANYWHERE IN ROOF, I MI FROM COAST BLDG, LOCATED ANYWHERE IN ROOF, CAT 1I, EXP. C, E ROTATED VERTICALLY�� CAT 1, EXP C, WIND TC DL=5 PSF, WIND BC DL=5 PSF WIND TC DL=5 PSF, WIND BC DL=5 PSF f _ 110 MPH WIND. 30' MEAN HGT, SBC ATTACH TRULOX PLATES WITH (8) 0.120" X 1-375" NAILS, OR ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO WIND TC DL=5 PSF, WIND BC DL=5 PSF BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX FRONT FACE (E.* ) PLATES MAY BE OFFSET FROM BACK FACE INFORMATION, PLATES AS LONG AS BOTH FACES ARE ;`:PACED 4' OC MAX. .MAX SIZE OF 2XI2 � 2 OR BETTER -- _�- __ WEB BRACING CHART -� A E E ' A E WEB LENGTH REQUIRED BRACING A"�' E E E A E E 0' TO '7'9" NO BRACING 1x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 20' FLAB-T TOP CHORD MAX SPAN 7'9" TO 10' MEMBER, OR BETTER, AND 80 a LENGTH OF WEB I \ / MEMBER. ATTACH WITH 8d NAILS AT 4" OC. ' 2x4 'T" BRACE. SAME GRADE, SPECIES AS WEB _ 10' TO 14' MEMBER, OR BETTER, AND 807 LENGTH OF WEB EITHER PLATE �� B IMEMBER. ATTACH WITH IGd NAILS AT 4" OC. OPTIONAL C LOCATION IS �� SPLICE ;� B i B ACCEPTABLE � i i�D B D-SPLICE � � * PIGGYBACK SPECIAL PLATE i B � ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF 2` FABRICATION. ATTACH TO SUPPORTING TRUSS WITH TYP. B � - ( (4) 0.120" X 1-375" NAILS PER FACE PER PLY. APPLY _ C P I � � IGGYBACh SPECIAL PLATE TO EACH TRUSS FACE AND g! � SPACE 4' OC OR LESS. } --- - f B! � —-^ - C ------------------- I 5 TYP C 1 � o 0 0 0 0 12 *. . - I ,I nN r` �J z A s _.V,.. .�.- VV ' � \ 'k I !it`,.t`' '�•.� 8 1J.4_ a . *ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. �•+� "� *+* LNG REPLACES DRAWINGS 634,016 634,017 & 847;045 --WARNfN6— TRUSSES REQUIRE EY,TREME CAPE IN FABRICATING, HANPLN6,SHIPPING, INSTALLING AND •R• $RACING, PEPER T6 BCSI 4-D3 (BUILDING COMPONENT SAP}�T't INFORMATION,,PUBLIbHED PX IPS (TRUSS +� {'„005,212, •• MAX L{�ADI�tCi �' PIGGYBACK PLATE INSTITUTE 583 D'ONO RIO DE SUITE 2UC� MADISON, !, 537397 AND WTCA SW[1p5 TEUSS COUNCIL s -_—---------- TH AMERICA, OD E'LJTEJ?FPI E tla,MADISON. WI 537191 FOR SAFETY PRaaTSCES PRIOR TO PERFORMING .* +� 55 PSF AT DATE 11/26//03 ff THE.�E FUNCTIONS, UtJLE S OTNEP,WI E INDICATEL TOP CHOPD SHALL HAVE PROPERLY A TACHED Tn1ttri{�� t-� 5 RUCTURAL PANELS AND EOTiOM CHORD SHALL NAIVE A PROPERLY ATTACHEa RIGID LFt TNG. • 1.33 D R. FAC. —7 -IMPL7RANTn FURNISH COPv OF THIS DESIGN TO INSTALLATION CONTRAC T„R. ALPINE EtdfiINEERED • DRWG PIGBACKBII03--- T.� - -^ NCT-,INC. HALL NOT EE RESPON ISLE FOR AN1 DEL^7ATION FROM THIS DESIGN ANY FAILURE TO ��� 50 PSF AT -ENG DLJ/KAR -II SS IN CONFORMANCE VIN TPI UP FABRICATING, HANDLING SHIPPING IN TALLINN" & s• 1.�� DLTR. FAC. DESK, CORCTO+ ITR APPLICABLE IPO IoSUNS OF ND CptaTfgNAI ➢f FIGN SPEC, y "nNNEC R PLATES AR MADE 6F 20J18"16GA fW N',/KS ASTM A65' GRADE [�� .ES TO EACH'ACE Or TPUSS AND, LNLE OTHERWISE LOCATED tl �jI! 47 PSF AT T ANY INSPECTION OF PLATES FOLLOI ED By (11 SHALL P.RAW INP INDICATES ACCEPTANCE OF 3.25 DCI2. FAC. "\ C'3MFUNEPaT DESIGN SHOWN. THE, ^u,IPILITY OF THE PUILDING SPACING �- ?4.0„ VALLEY TRtTSS DETAIL COP CHORD 2X4 SP #2 OR SPF #11/#2 OR BE'T'TER. UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "T"-BRACE, 80% BOT CHORD 2X3(*) OR 2X4 SP ##2N OR SPF' #11/##2 OR BETTER. LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WEBS 2X�I SP #3 OR BETTER. WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". * 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ** MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0", ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH: (2) 16d BOX (0.135" X 3.5") NAILS TOE-NAILED FOR TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: SBC 110 MPH, ASCE 7-93 110 MPH WIND OR PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS ASCE 7-98 130 MPH WIND. 15' MEAN HEIGHT, ENCLOSED INSTALLATION BUILDING, EXP. C, RESIDENTIAL, WIND TC DL-5 PSF. OR PURLINS AT 24" OC OR AS OTHERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN OR BY VALLEY TRUSSES USED IN LIEU OF PURLIN SPACING AS SPECIFIED ON ENGINEERS' SEALED DESIGN, NOTE THAT THE PURLIN SPACING FOR BRACING THE TOP CHORD OF THE TRUSS CIIT FROM 2X6 OR BENEATH THE VALLEY IS MEASURED ALONG THE SLOPE OF THE TOP CHORD. LARGER AS REQ'D ( _� LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES 12 NOT EXCEED 12'0' 12 MAX,F W2X4 BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. W2X4 ----8-0-0 MAX —__i VALLEY J, W4X4 (SPACING �� j W2X4 �V«'4X4 PITCHED GUT SQUARE CUT 12 MAX. I < BOTTOM CHORD BOTTOM CHORD f VALLEY XIX3 t-0-0 __�� TOE-NAILED VALLEY W1X3��� �� t � OPTIONAL STUB OPTIONAL HIP MAX SPACING , ** W1X WIX3 ( J ) `� X¢ END DETAIL JOINT' DETAIL —16-0-0 MAX WIX3 ( O AJON ­RIJS 'Es 1 � � �' I l T 2 Q # f 12 MAX_I _�/W4X4 �W1X3 �C� �C� J / 'A L Y SE a ) i A4, 4' C �� E WIX3 6-0-0 ,� / WIX3 (MAX SPACING) W2X4 WIX3 WSX4/`SPL CQMMQN BUSSES -------- -------------------- PARTIAL FRAMING 20-0-0 MAX (++) � � „ AT 2 QC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. ` "t� f ' �► THIS DRAWING REPLACES DRAWING A105 .+WARNING.* TRUSSES REQUIRE EXTRENE CAPE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND %p� f� .f TC LL 30 30 40PSF RE VALLEY DETAIL BRACING. REFER TO HCSI 1 03 IBOILDING COMPONENT SAFET, INFORMAT1W, PUBLISHED BY TP', CTRUSS • 1'110,0,052212 : �` DETAIL 1L PEATE INSTITUTE, 533 D'ONOFRIO DR_ SUITE 200, MADISON,WI. 53719) AND WTCA (wUOD TRUSS COUNCIL e OF AMTCA, 6300 ENTERPRISE LN,MADISON, WI 537191 FOR SAFETY PRACTICE$ PRIOR, TO PERFORMING ,* * TC DL ,�.Q 15 `7 PSF DATE 11,126 03 THESE TCA, UNLESS OTHERWISE INDICATED, TOP CHURD SHALL HAVE PROPERLY ATTACHED C t? T� 7rc+C STRUCTURAL PANELS AND BOTTOM CHORD SHALL HALE A PROPERLY ATTACHED RIGID CEILING. • � DL 10 II} 10PSF 17RWG VALrDR iLJ.J1103 L 1 _ IMPORTANT— FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRaCTOR, ALPINE ENOINEERED .00 t� ' r-s1Aip PRODUCTS, INC.,SHALL NETT BE RESPONSIBLE FOR ANY DEVIATION FRUM THIS DESIGN;ANY FAILURE Tp �/�� � BC LL Q d 0 PSF -ENG MLH j71�j P.� BUILD TOE TRUSS IN CUvFORMANCE WITH TPI;OR FABRICATING HANDLING HIPP NG, INSTALLING & RRp['INt� Q(- TRU'SE'S, UESIGN CONFORMS wIIH APFLILAAL£ FftUvi.[qpJ; OF ND _NATIONAL DF.>I'vN SPEC, n r� ry C�t;� o41 ITO ALPINE CONNECTOR PLATES ARE MADE D eV I$/I6GA (WH. /K) ASTM AE 3 GRADE + LOT LD. 6V �5 1 Pr-TL' _FEEL APPLY PLATES TO EACH FACE OF TRU AND, UNLESS OTHERW] E LOCATED Au INGS 360A-2. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL � - -�A, UN THIS DFAWING IND Are A EPTANCE OF ffl ftRTAC.L25r`I,33II.15 15 TUI TRU-,S COMPIINENF DESIGN SHOWN. THE r _ - ° lPONSIBILITP OF THE BUT1,PING SPACING 24" CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued Pursuant to the requirements of Section 106 of the Standard Building Cade certifying that at the time of issuance this structure was in carapiiance with the various ordinances of the City reguiating building construction or use. For the following: Address: 1470 Marshview Court Owner: BESTCON, INC. Atlantic Beach, Florida 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use•Classification: SINGLE FAMILY Permit Number: 04-29421 Date: August 15, 2005 . Cr DON C. FORD, C.B.O. Post in a conspicuous space CITY OF-ATLANTIC BEACH CERTIFICATE OF OCCUPANCY ,Ws Certificate issued Pursuant to the requirements of Section 106 of the Standard Building Code certifying that A the time of Issuance this stricture was in compliance with the various ordinances of the city reguia ting building construction or use. For the fallowing: Address: 1470 Marshview Court Owner: BESTCON, INC. Atlantic Beach, Florida 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: t4-29421 Dom: August 15, 2005 DON C. FORD, C.B.O. Poet in a conspicuous space Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: J Contractor Name: l �c�,,� Permit#: 4-" 4 a Property Address: 14 d Y ►� 1 �,� y 1-f W 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 The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. -- Public Works 8 �-- Z_p Public Utilities U�- Gt d�' Planning Dept. us 09-/ -OSS Building Dept. _ o S Final Survey with FFE Yes ❑ No All Re-Inspect Fees Paid Yes ❑ No Pagel of 2 Cunningham, Kerr! From: Kaluzniak, Donna Sent: Monday, August 15, 2005 10:18 AM To: Cunningham, Kerri Subject: RE: Request for CO Kerri, all OK for 1470 Marshview Ct. FYI, on 1601 Beach Ave. need to get new service and meter installed before we can OK. Our crew is going to try to get that done by tomorrow. Tried before and other contractors were working in the way. -Donna From: Cunningham, Kerri Sent: Monday, August 15, 2005 10:07 AM To: Kaluzniak, Donna Subject: FW: Request for CO Hi Donna, I received this email from Malcolm on Friday. I checked your spreadsheet for the final approval from your department and did not see a date filled in. Is it approved?They are scheduled to close on this property today. Thanks in advance for the info! Kerri From: Clemons, Malcolm Sent: Friday, August 12, 2005 10:02 AM To: Kaluzniak, Donna Cc: Cunningham, Kerri Subject: RE: Request for CO Backflow inspection ok. -Malcolm From: Kaluzniak, Donna Sent: Thursday, August 11, 2005 3:19 PM To: Clemons, Malcolm Subject: FW: Request for CO From: Cunningham, Kerri Sent: Thursday, August 11, 2005 2:51 PM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Nodine, Phil; Walker, Chris Subject: Request for CO Regan from Bestcon has requested a CO for 1470 Marshview Ct, Permit#04-29421. She can be reached at 246.3747. Thank you, 8/15/2005 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030933 Date 8/09/05 Property Address . . . . . . 1470 MARSH VIEW CT Tenant nbr, name . . . . . . IRRIGATION Application description . . . WELL PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ WILLIAMS WELL DRILLING INC P. 0. BOX 330567 ATLANTIC BEACH FL 32233 (904) 241-8489 ------------- --------------------------------------------------------------- Permit . . . . . . WELL PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 --------------- ------------------------------------------------------------- Special Notes and Comments OWNER MUST HIRE PLUMBER TO INSTALL A BACKFLOW PREVENTER AND MAKE THE. CONNECTION FROM THE PRIVATE PROPERTY. PLEASE CALL MALCOLM CLEMONS FOR INSPECTION AT 904 . 247 . 5839 . 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. 0 BUILD IA CITY OF ATLANTIC BEACH y w WELL PERMIT APPLICATION Date: Job Address: V�e I w Owner of Property: Owner's Telephone: Contractor: pri c T- Contractor's Address: d !!�!D Telephone: Fax: Is well to be used for drinking purposes? ➢ Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report from the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department. ➢ A reduced pressure zone backflow preventer must be installed on the City water service on the customer side of the meter. A certified tester must test the backflow preventer and a copy of the results sent to Public Utilities. Department Notes: I agree to comply with regulations stated herein: ature Date 800 Seminole Road*Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800•Fax: (904)247-5845• httn://www.ei.atiantic-beach.fl.us Revised 6/25/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030680 Date 6/29/05 Property Address . . . . . . 1470 MARSH VIEW CT Tenant nbr, name . . . . . . IRRIGATION Application description . . . IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ 13ESTCON H2O MANAGEMENT, INC. It 3731 C.R. 220 MIDDLEBURG FL 32068 (904) 282-6413 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments OWNER MUST HIRE PLUMBER TO INSTALL A BACKFLOW PREVENTOR & MAKE THE CONNECTION FROM THE PRIVATE PROPERTY! Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING C S BUILDING OFFICIAL c� Eo CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: p Slo Property Address: 12A',esd V 1'e 1 (Lt+- Owner: fC mac" Telephone#: 52 7 Contractor: 4,Q C� dl'1G�'d�� �— Telephone#: Contractor Address: 3-73 9,,Q6 /;I, 'Fax#: 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, tg/ New list the build in permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other, AtOJ Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00= 800 Seminole Road.Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904)247-5845 http:/lwww.ci.atlantic-beach.fl,us p1LANrj�, A 05 Ci t# F�0RI�Q' OF ADDITIONS or CORRECTIONS ' D• NOT REMOVE JOB ADDRESS DATE MID W 4 Uc (271— 151-3/0 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted ? f_�D ER+20 4A AZk,&-(, a_ Fvze VA=goj F vio w(,tt, Cc aL� L4-beLs A ?A-W F"v $ ' 0 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been —, made,call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office-from 8:00 a.m.to 5:00 BLDG p.m. Monday through Friday, 5gp3 ° 1535 f p5 Re,�spect COrd#..he w#. A41 Marsh pate . fi°�. 35 Op Beach Deso0 t: 323 Atlantic P'M °�: G�ty°{ R d Vend in°ie °a 32233-5445 Payee' gpp Ser" each FL Address: ptlart�c B 1 LAN P AUG .. x C k# a OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE /Y70 Nits vrg 4 3_ /J=off' THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After is or corrections have been 7-5826, Building Depart- PLUMBING �pection. Field Inspectors ELEC from 8:00 a.m.to 5:00 BLDG'ough Friday. vpG. 59p� 7536 pl2pp5 `eW Gt.Re�nspe�t Rei°r#. p81� Creek 1��pMars�v paesc�,pt�on: 35•pp Beach 323 of pt�a�`tw Gill R°ad3 5��5 Pa`1ee: p Se�ino�cr FL 3223 : Pddressptxalllllo Bea � ZLANT� � Tc► OF ADDITIONS or • - - • D• NOT REMOVE JOB ADDRESS DATE tL440 1;(1 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted _3 Tt --k keec> 2 d5MUr , , ugj, owc 74I Teck- W`g� REINSPECT FEE 41( $ ACIv t5 L9 fW e It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG ,-RUM :L:pko-LMV X. Pii uL i H 1 k5 h HX MJ. :W4 S Jb Gb33 �. b`J 11 4 11:b/HM F 1 MAP SHOWING PLOT PLAN OF LOT 24 AS SHOWN ON MAP OF HIDDEN PARADISE A$;R COROE77 IN PLAT BOOK 50. PACiS 97 THROUGH 976 (N' THE 1-UHRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA FOR: DC3TCON. INC. BEARING REFEREN9. SEARINO WWMN CW F42HT-OF WAY UNE 1ICREON 15 THE SAML A5 SHONN ON THE A N%NED PIAT. AUG 1 2005 MARSH VIEWOURT 50' R/W) S01 11'11 "E 50.00' / `W o'DaANJAaX DRIVEn � CAVEMCNT t,•[IATVR MK .._—�——�— 71 � 40.00•V-M.t oL1.tM�X`t 71/ s b 2D'ML " I � 1 m 6. {}4 v PROPOSED o ~ � SINU'LE FAMILY d m 4- I RESIDENCE I r $ GARAGE RIGHT F.F. EL.=(8.5) _ O 0 N O >r �as• I� N s•• r e ramwry �' ~ N • W •OVID= PATIO jT 1- • 10•mv it I WOOD DECK 10'I walr 0) 00 YSA Y� 1 Twx MAY f _ 1rµURD.OWK / Ir LARD,OAK w 6'o►K ,g.N N�0853'13'F ri.9Z. w uvE oAK# �F�pS.1#UVE oAK / 0�291 11-9-04 REVISED HOUSE DIMENSIONS INTRACOA8IAL *A'� 't' 7--04 REVISED HOUSE TYPE "9" DRAINAGE MAf SV`If=+ of E LOCATION & ADDED DECK isstu:,- THE L°T A40WN NEREDN ADPEARS TO UC mrtw rLotb rams 'w AS SCM-Eu nmu 1wE FL=OISI11GN0E AAw NPREP�ARED oY.r� DIC.%AM CMn&MTY PAWL o. 170RED 7A -0001D . DAT4-17-SB_ CLMSON AND ANSOM&TSS, C• i'ROFFESIONAL LAND SURVEYORS DATE OCTOBER 23 2003. 1043 NALDO AVCML. SCALE. 1' = 20, JACXSONaLU, FL., =07 l 4ec19669'ONme Nov. 9. 12:18PM NOOlS38�0 00:01-9004 � s r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029421 Date 3/22/05 Property Address . . . . . . 1470 MARSH VIEW CT Tenant nbr, name . . . . . . NEW SFR 1077RAD/3060 SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 389546 Owner Contractor - -------------------- --- ------------------------ BESTCON OF JACKSONVILLE INC BESTCON, INC. 4400 MARSH LANDING BOULEVARD 4400 MARSH LANDING BLVD SUITE 6 SUITE 6 PONTE VEDRA BCH FL 32082 PONTE VEDRA BCH FL 32082 (904) 246-3747 (904) 246-3747 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW 200AMP, 1PH, 3W, 240VOLT Sub Contractor DYNAMIC ELECTRIC COMPANY Permit Fee 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION TO rBF,CHEF ELECTRKAL NSPECTOW. DATE: 20 e5— IMPORTANT NQTICE; IN CONSIDERATION OF PERMIT' GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, 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 ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL CONTRACTOR: -ktzzz4­4-c* - MASTER ELECTRICIANS SIGNATURE:_4(Lg-,...-9- OWNER OF PROPERTY: JOB ADDRESS: el -?o RES.( L)-"APT.( COMM,( PU­I3IAC( INDUS.( NEW( -T-'0LD( j RFW.( ADDITION( ) TRAILER( ) TEMP.( j SIGNS( SERVICE: NEW( REEA� CONDUCTOR SIZE AMPS; COPPER( AL M.( FEES SWITCH OR BREAKER AMPS PH w VOLT RACEWAY EXIST, SERV. SIZE A Mwp S j- PH W I VOLT RACEWAN FEEDERS NO. SIZE NO. SIZE NO, SIZE LIGHTINGOUTLETSCONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL f 0,30AMPS 31,100 ANIPS swacHEs IINCANDESCENT - FLOURESCENT& M.V. FIXED x0.100 AMPS-, OVER APPLIANCES — :Z I BELL TR.,kNSF, _ AIR H.P. RATING H.P. RATING CEIL, I KW`- 'E, CONDITIONING COMP. MOTOR OTHER MOTORS AMPS HEAT 0-1OVER MOTORS H.P. I VOLTAGE pHs 1 NO. I H.P. HS P. VOLTAGE MISCELLANEOUS UNDER 600V OVER 6000 TRANSFORMERS: NO, KVA NO. �VA_,_ F, NO I VA MA OTOR S WITCH NO.NEON fk—AN-9 OT E H SIGN =AC 800 Seminole Road# Atlantic Beach, Florida 32133-5445 Pboue: (904)247-5800 9 Fax: (904)247-5845- http://www.ei.atiantic-beach.fl.us a� e CITY OF ATLANTIC BEACH a S + 800 SEMINOLE ROAD -r ATLANTIC BEACH, FLORIDA 32233 ' INSPECTION PHONE LINE 247-5826 C All All Application Number . . . . . 05-00030072 Date 4/11/05 Property Address . . . . . . 1470 MARSH VIEW CT Tenant nbr, name . . . . . . GAS PIPING Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BESTCON SAWYER GAS COMPANY 98 PENMAN ROAD JAX BEACH FL 32250 (9 04) 246-6471 ------------------------- ------------------------------------- -------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- -- -------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH r Y ,r MECHANICAL PERMIT APPLICATION � Jai Date: 14 J11fo 5 Property Address: t Mays 1&,?J C- Owner- &S SrC sj Caws Telephone#• Contractor: JAwa- GAs Telephone#: Contractor Address: 541 e N �.,� '�� Fax#: Contractor Signature: — 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 ordinances and standards of good practice listed therein. Type of Heating Fuel- If other,construction is being done on this building or site,list the building permit number: ❑ Electric ❑ Gas: LP _Natural _Central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ HeatSpace Recessed _Central i Floor Residential E3Air Cond_itioning: Room _Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfim L3 Refrigeration ❑ New Building ❑ Cooling Tower:Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _— Manlift Escalator (Number) ❑ Replacement of Existing System Ll Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency r' TANKS Nominal Capacity Type Liquid Serial Approving IIow Many &Dimensions Contained Manufacturer No. Agency Z.So Cap p j jotGs P" 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• htty://www.ei.atiantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 e1F31> Application Number . . . . . 04-00029421 Date 3/22/05 Property Address . . . . . . 1470 MARSH VIEW CT Tenant nbr, name . . . . . . NEW SFR 1077RAD/3060 SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 389546 Owner . Contractor ---------- -------------- ------ -------------- ---- BESTCON OF JACKSONVILLE INC BESTCON, INC. 4400 MARSH LANDING BOULEVARD 4400 MARSH LANDING BLVD SUITE 6 SUITE 6 PONTE VEDRA BCH FL 32082 PONTE VEDRA BCH FL 32082 (904) 246-3747 (904) 246-3747 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc 2 NEW HVAC ' S Sub Contractor CHAPPELL HEATING & AIR Permit Fee . . . . 123 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 123 . 00 123 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 123 . 00 123 . 00 . 00 . 00 9 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL �y BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEAC11. FLORIDA 3M33 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I,H,U1,.-and IV. I. Street Address: LOCATION OF Intersecting Stree •B nen And BUILDING Sub-division II. INDENTIFICATION—To be com leted by all gplicants. In conWeratioa of permit given Por doing tie wale as described in the above suteumut we bereby agree lo perform said work in accordance wM the attaehed ptmas and specifications which are a part bereof and in accordance whb the City of Adeaft Beady ord nsaces mad standards ofBood pr&Wce listed tbeteia. Nam (PrinMedmt) E� E CAer �D 0 ,sZ r Name of Property Owner e G Signature ofowmx Signature _ o Agent Or AuUtorized III. GENERAL INFORMATIO A. Type of hewing faet B• (/ Electric IS OTHER CONSTRUCTION BEM DONE ON Tt11S ❑ oax LP Natural Central Utility BUILDING OR SITE? O OH ' p Oduw_Spm fy IF YES,GIN ER ION PERMIT — IV. WORK MECHANICAL EQUIPMENT TO BE ® Residential ___ Carrnr►acit INSTALLED O (Provide complete list ofeornpomerus oa}ad�of the form) D F-> g i Heat _Space Recased KC90MW _Floor D Replacement of e ' ❑ Air Caulitioaung: Room Central ❑ s P ❑ Duct system: Mmterid Thicknas ❑ Fidenimon mwdmam cewcity Zk 60 -- -e6n ❑ Other- specify ❑ Rebigeration ❑ Cooling tower: Capacity xpm D Fire sprinklers: Number of beads THIS SPACE FOR Of I10E USE ONLY O Elevator: _ MaaliR,Fxahtor (Numbcr) (Received) O Gasoline pampa (Number) ❑ Tanks (1lna>6er) Remnarks Cl LPG caatmiaers (Number) O Unf rcd pressure vessel PenaR Approved by Date ❑ Boilers Cl Other-Sped fi' remail Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manrnbdmer Capacity Approving ops Agog � z � 203o Z •5"` C.LC.. c t 2TtaRty h L 3• HEATING-FURNACES,BOILERS,FIREPLACES Number Units Description Model Number mumfacmrer Capacity Approving 0 TANKS How Many Normae)Capsaty Type Liquid Name of Serial Approving And Dinscosiow Cowaiaod MMM&Cturer No. Agency J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029421 Date 2/07/05 Property Address . . . . . . 1470 MARSH VIEW CT Tenant nbr, name . . . . . . NEW SFR 1077RAD/3060 SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 389546 Owner Contractor ------------------------ ----------------------- BESTCON OF JACKSONVILLE INC BESTCON, INC. 4400 MARSH LANDING BOULEVARD 4400 MARSH LANDING BLVD SUITE 6 SUITE 6 PONTE VEDRA BCH FL 32082 PONTE VEDRA BCH FL 32082 (904) 246-3747 (904) 246-3747 ----------------------------------------------------------- ----- ------------ Permit . . . . . . PLUMBING PERMIT Additional desc INSTALL 18 FIXTURES Sub Contractor DON HARRIS PLUMBING Permit Fee . . . . 161 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 161 . 00 161 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 161 . 00 161 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT s 800 Seminole Road "r Atlantic Beach,Florida 32233 (904)247-5800 -2Ct , 1 Job Location: Q Tele Owner of Property: hone: `J p Plumbing Contractor: t Contractor Address: State License Number:PF/� ol Telephone: How many of the following fixtures: ❑ New or ❑ Re-Piped 1 SINKS SHOWERS 21- LAVATORY WATER HEATERS _BATH TUBS ` DISHWASHERS URINALS DISPOSALS _CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS / SEWER WATER RE- QE(LIS FIXTURES BEING REPIPED) '060 Minimum Permit Fee: $35.00 Total Fixtures: x $7.00 + $35.00 = Signature of Owner: oe Signature of Contractor: Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 800 SEMINOLE ROAD,ATLANTIC BEACH,FLORIDA 32233 ATLANTIC FAX(904)247-5845 + • Fmc To: Karen(Bestcon) From: Building Department Fac (904)246-7126 Pages: 3(including cover sheet) Phone: (904)246-3747 Date: 1/24/2005 Re: 1470 and 1490 Marsh View Court CC: N/A ❑Urgent ❑ For Review ❑Please Comment ❑Please Reply ❑Please Recycle e Comments: N/A FROM :CLARSON 2. ASSOCIATES FAX NO. '904 396 2633 Nov. 17 2004 11:49AM P2 MAP SHOWING PLOT PLAN OF LOT 24A SHOWN ON MAS' OF HIDDEN PARA DISE NT PUBLIC RECORDS OF DUVAL COUNT(, FLORIDA AS RECORDED IN VLAT BOOK 54, PAGES 97 THROWN 979 OF THEN. INC- PLAT. OR BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON lS THE -SAME AS SHOWN ON THE ABOVE MENTIONED PLAT• MARSH VIEWOURT 50' R/ `11'11" 5 S01 0.0, � n / --7�10• DRAINAGE WAIS* / EASEMENT 503"7 ' �µ.�a1.977�.� . ��•-\ �40.0C�l�.K.S� DELtw..67 lr N S. .00 0 ' O n 4i 1 - 0 • m {}� PROP05kU M m SINGLE FAMILY m i � #w KE.1'IpENGE I � R o I GARAGE RIGHT .n O V `> F.F. EL=(8.5) 1 O N Tr LO n 8.5 O , •0• ,� 18.S' CV s- 1: A-oAK G env ._.._.w,V,{,— N(O�Gggg4•p111^S 5 313 COVERED VE,RE LO D�C/PAJ T 10 1 —4- WR OAK w' ; WOOD DECK PJ 1FdT 99MlI ®3 'H A �O Ni00 SO1'11nE '0.909 23 _�s•WATER cur 3•AY /4LAVROOAK t tN !AY 77.5.2' 21.0 4,V 1:r UUJRM OAK ^I, ^ / "Al / r ® /10'UVE OAK# �pNp'11 LIVE OAK / v►E • 11-9-04 REVISED HOUSE Z DIMENSIONS Ip17RACO�+SrAL wATE9 A7-04 REVISED HOUSE TYPE B DRAINAGE N►ARSHES OT T1 IC LOCATION & ADDED DECK NOTE- THE LOT SHOWN HEREON APPEARS TO LIE Y1ITHIN FLOOD zamm "AF• AS SCALED FRCM THE FLOOD RMIRANCE RATE PRLPARGD DY: MAPS,COMMUNITY PANEL NO, 12007�-00010 -DATED 4-17-89_ CLARSON ANO ASSOCIATES, INC. PROFFE5IUNAL LAND SURVEYORS HATE OCTOBER 23 ZOOS_ 1643 NALDO AVENUE. SCALE: I" — 20- .JACKSONVILLE, FL.. J2207 Received Time Nov.17. 12:59PM CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FLORIDA 32233 9 r INSPECTION PHONE LINE 247-5826 ��Jsf4� Application Number . . . . . 04-00029421 Date 1/20/05 Property Address . . . . . . 1470, MARSH VIEW CT Tenant nbr, name . . . . . . NEW SFR 1077RAD/3060 SCHG Application description . . . SI'NGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 389546 Owner Contractor --- --------------------- ---------- -------------- BESTCON OF JACKSONVILLE INC BESTCON, INC . 4400 MARSH LANDING BOULEVARD 4400 MARSH LANDING BLVD SUITE 6 SUITE 6 PONTE VEDRA BCH FL 32082 PONTE VEDRA BCH FL 32082 (904) 246-3747 (904) 246-3747 ------------ ---------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1330 . 00 Plan Check Fee 665 . 00 Issue Date . . . . Valuation . . . . 389546 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .26 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 13 . 77 AB CONSTRUCTION SURCHARGE 1 . 53 STATE RADON SURCHARGE 5 . 11 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 650 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 a Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1330 . 00 1330 . 00 . 00 . 00 Plan Check Total 665 . 00 665 . 00 . 00 . 00 Other Fee Total 2365 . 67 2365 . 67 . 00 . 00 Grand Total 4360 . 67 4360 . 67 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES- BUILDING ODESBUILDING OFFICIAL CITY OF ATLANTIC BEACH r s � ISs1 PERMIT CALCULATION SHEET Date: Address /clZd &of/ (Sfi L/r ' �r LT /V 66 Heated Square Footage S�jp& _@ $ per sq ft = $ Garage Shed �/ `� _@ $ per sq ft= $ Carpo, / orch 3@ $�per sq ft= $ L Deck '� ci/ @$ �J �P�Y• per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ 3 OF1 !/ Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: _ TOTAL BUILDING FEE $ ZONING: /1S • 2 + %2 Filing Fee $ FLOOD ZONE: —K (v) Fireplaces @ $35.00 $ — 0 — IMPERVIOUS o — IMPERVIOUS SURFACE: ° BUILDING PERMIT FEE $ WATER IMPACT FEE $ 66'0 SEWER IMPACT FEE $ /.2 ,570 WATER METER/TAP $ rr _ CAPITAL IMPROVEMENT$ 32- S SEWER TAP $ -0 - C p -C (107ij RADON HRS .0050 $ SECTION H PAVING ( v ) $ -0- CROSS p- CROSS CONNECTION $ 33'r ST(Jp(p) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 Schlueter, Jennifer xmwwww�From: Showman, Lisa Sent: Wednesday, January 19, 2005 9:38 AM To: Schlueter, Jennifer Subject: Approved Building Permits nny I -05-29477, 04-29322, and 04-29421 were approved in the AS400 this morning. — Lisa vi `� mates `✓I, (,--i DEPARTMENT OF PUBLIC WORKS jug 1200 SANDPIPER LANE ^+ ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 FAX:(904)247-5843 + SUNCOM: 852-5834 v http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # Applicant: r-- ST CON (N C . Address: 1/4 70 MW-n- X11 E* COURT Project: WN S F Tk u Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: Provide drainage plans, and provide erosion and sediment control plans with details. Resolution of SJRWMD as-permitted vs. as-built treatment areas required prior to issuing building permits . Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247-5834. Reviewedarper, P.E., Public Works Director Date Signature Contractor Notified Date .w, -�/D�/ CITY OF ATLANTIC BEACH 0 IP BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: Job Address: W-to �J 6)ar4- Owner of Property: i e,() V - I L �1 Address: 1 Telephone: Legal Descri tion: Block Number: Lot Number: OR 4 Zoning District: /" Contractor: State Liic ce a Number: 1 _ i/� 02;-L � S r V�Contractor's Address: / Mach tj Telephone: aq(,�,1Lt7 ax: q Describe proposed use and work to be done: Present use of land or building(s): rinnjo,'' ff Valuation of proposed construction: �� �`i' • (00 Is approval of Homeowner's Association or other private entity required?JaUf yes,please submit with this application. Willthis roject involve changes in elevation,site grade or any use of fill material or the removal of any trees? (Vo. Applicant certifies that no change in site grade or fill material will be used on this project. ❑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. [IVES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify caning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a. pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.cLatiantic-beach.fl.us Page 1 Revised 1/14/03 FROM :C,J_ARSON 2. ASSOC I ATES CAX NO. !90A 396 2633 Noy j. 17 2004 11'49AM P2 PLAN 4F LOT 24 �..s MAI' SHOWING PLO's PARADISE .� OWN ON MAP OF HIDDEN is� rLORLDA. 7 BOOK 54, PAGES 97 THROUGH 976 OF INE CURRENT PUBLIC RECORDS OF DUVAL, l;OUNT'�. AS RECORDED IN PLAT FOR: SESTCON, INC. ING SMOVItrI ON RIGHT-OF-wAr UN HEREON IS TI-JE SAME A5 sl ON TME ABOVE MENTIONED PLAT. BEARING REFERENCE: BEAR O p / l MARSH VIEVV'�� COURT /� J So1`;. " 5090 \' yp�✓ / • KIYE 11"WATOR O p / 10' DRAINAGE Z rfy�a1.977�.zf'. EASEIAENT 4h1 DELYA�63 / 40-00• L,. . / 1 � N i.� �0 I .o• h td Ip . O: lir #�' g PROPO!5kD M m °° SINGLE FAMILY ; W N KE-SII)ENGE: I b GARAGE RIGHT O F.F. EL.—(8.5) b yo! I_ �- r; r 9-OAK CJ LK a d ° 21.0' f7 . CV w COVERED PATIO IIIII �• W lo'WA OAK# F— s I � O 14 ,t LI^ f0 W/1-fER OAK / \ J WOOD DECK 10 NOCLY ^ � 4 rn 0 FSS fi • 9y96'� co V) _ _.. BA_ -- 3'8AT \J e•wwtsn OAK z s .0oo, 1 rom BAY 14•LAUREL OAK 12r LAUREL OAK Cl G� AC��� B•° JP14 ��� 4 Y - Bloc N06'5313 E• 17.52' 5'BAY 10'u're eAKO ,o �ptJ n•uvE OAK / 11-9-04 REVISED HOUSE DIMENSIONS S Or Tor- LNTRACOAS-t WAl�9-7-04 REVISED HOUSE TYPE "B" DRAINAGE MARSHA LOCATION & ADDED DECK NOTE" THE LOT SHOWN HEREON APPEARS TO UE WITHIN FLOOD ZON "AE• AS SCALED FROM THE FLOOD INSURANCE RATE PfYCRnR[J•! DY: ES MAPS, COMMUNITY PANEL NO. 120075 —0001n • DATED 4-17-89. CLA.RSON AND ASSOCIATES, DICT'. PROFFLSIONAL LAND SURVEYORS 6ATF OCTOBER 23 2003_ 1643 NALDO AVENUE, SCALE: 1" = 20' JACKSONVILLE, FL., 32207 Received Time Nov. 17 . 12:59PM DERkRTIYIENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 k J' FAX: (904)247-5843 , x SUNCOM:852-5834 J�� http://ci.atiantic-beach.fl.us F PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 04 , 2°1421 Applicant: �E s� CON INC• Address: I�}7O Mp�S� yl � GOU'�T lwroject;. Your application is approved as noted by the Public Utilities Department. Final applicationapproval must come from the Building Department. a Your permit application has been reviewed by the.Public Utilities.Department and the following items need attention: 39, 61 Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Re vi d by nna Kal 'ak, Public Utilities Director Date Signature Contractor Notified Date ��'� � ���' s } CITY OF ATLANTIC BEACH .Foro r S BUILDING/ZONING DEPARTMENT ' S 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 h TELEPHONE:(904)247-5800 FAX:(904)247-5845 6;319 http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application# D14- 29421 Property Address: ) Gf 70 MAR 5 N MART Applicant: UST&O N INC. Project: WN 5 This permit application has been: �pproved ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by: Date: Ill. Energy Code Information: 1. Is the current energy code form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS correct climate zone and correct jurisdiction? (FBC 13-600) Yes -"No N/A 2. Does conditioned square feet arca on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes✓ No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes V No N/A s' C (FBC 13-602.I.ABC.1.1) PLANS EXAMINER: et J r c9 +'Lf� DATE: c� ' a S 4• la the"R"value for added insulation on exterior walls shown? Yes No NIA S. Is the"R"value for ceilings shown? (FBC 13-604.1.ABC.1) Yes%,---No N/A 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes No N/A--- OWNER: /A✓OWNER: 86 b rca4 �IVri•• JOB ADDRESS: /of 76 /Y/KW(461) 7. Are Energy Credits Claimed? Yes✓llo N/A A. Attic Radiant Barrer Credit (FBC 13-607.1.A.4) Yes ✓,No N/A CONTRACTOR:/,�Jfe O.J Cpn1 Ci. PHONE NUMBER: Yl.' t7�/� B. White Roof Credit (FBC 13-607.1.A.5) Yes s/flo N/A C. Programmable Thermostat (FBC 13-6002.A.3.5) Yes -✓No NIA (CIRCLE) 1. Survey: IV Foundation Plan: 1. Is a specific purpose survey submitted? Yes✓flo N/A 1. Are all footings shown,including interior bearing walls, 2. Is correct Flood Zone shown? Yes VNo N/A Column pads and concentrated loads7 Yes vlNo N/A 3. Are existing grade elevations shown for structures located // 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes wl"No N/A in an"A"or"V"zone? Yes%/No N/A 3, Are all elevation changes in slab shown? Yes✓/No NIA 4. On lots in multiple flood zones,are flood zone lines indicated? Yes✓ Yes;***,NIA 4. Is minimum concrete PSI shown? YesNo N/A 5. Is property in a flood way? Yes No✓ N/A ✓ S. Is slab reinforcement shown? Yes V No N/A 6. Is flood way line shown? Yes No N/A A. Wire mesh size and gauge? Yes No NIA B. Fibermesh reinforcement? Yes V,<No N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 19092) Yes /No NIA IL Structure Code Compliance. 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes✓�No N/A I. Are plans sealed by architect or engineer? Yes No N/A 8. Is type of soil treatment for termites shown?(FBC 18 16) Yes No N/A A. Are structural calculations submitted? Yes✓No N/A 9, Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes�"No NIA Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes,l/NO N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes No N/A l0. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 16067 Yes No N/A (FBC 1805.1) Yes No N/A,-_� 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes V"No NIA 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? Yes V1 No N/A 1. Is finished grade shown? Yes /No N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. is minimum floor elevation shown? Yes✓/No N/A stories and allowable area? Yes w,' No N/A A. Minimum 8"above adjacent grade? Yes Y No N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes No N/A for structural elements? Yes✓No N/A C. Base flood elevation? Yes,/ No N/A 9. Are plans designed per SSTD 10-99? Yes No N/A✓ 3, is minimum footing depth beneath finished grade shown? Yea YNo NIA A. Are all appropriate charts and tables shown? Yes No N/A✓ (FBC 1804.13) B. Are all appropriate requirements cycled or highlighted? Yes No N/A ✓ 4. Are all footing sizes shown? Yes VINo N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes, Oo N/A Construction in High Wind Areas'? Yes No NIA✓ 6. Is vertical reinforcement shown? Yes V' No N/A A. Are all appropriate charts and tables shown? Yes No NIA✓ 7. Masonry construction. / B. Are all appropriate requirements circled or highlighted? Yes No N/A✓ A. Is exterior wall finish shown? Yes No N/A It. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No N/A ✓ High Wind Areas? Yes No N/A--' C. Is exterior wall insulation shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes No N/A✓ D. is exterior wall finish shown? Yes No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A✓ 8. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Concoction A. Is stud size,spacing,grade and lumber species shown? Yes No N/A Manual for One-and Two-Family Dwellings,High Wind Edition"? Yes No NIA✓ B. Is exterior sheathing(type and thickness)shown? Yes ✓Ny N/A A. Are all appropriate charts and tables shown? Yes No N/A X-1/ C. Are nailing requirements(size and spacing)shown? Yes o N/A B. Are all appropriate requirements circled or highlighted? Yes No NIA (FBC Table 2306.1) D. Is exterior wall finish shown? Yes V/No N/A 15. Does bedroom open directly into garage? Yes No✓ N/A E. Is interior wall finish shown? Yes✓No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes l/ No N/A grade shown? (FBC 2304.2.5) Yes✓No N/A G. Are shear wall segments shown? Yes No N/A 17. Is Designer's name and address shown on plans? Yes q/No NIA A. Type of hold-downs shown? Yes✓No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes s/No N/A and FBC 1012.1.57 Yes No NIA 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes 1<No N/A 19. Are habitable rooms shown with the minimum light and ventilation IL Is ceiling type shown,drywall thickness? Yes V No N/A requirements of FBC 1203.1? Yes No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes V"'No N/A wind load requirements for components and cladding per FBC 1606? Yes s/ NoN/A B. Are conventional frame rafters used? Yes No N/A-" 21. Does floor plan show fireplace? Yes No V-11,14/A 1. Rafter size shown? Yes No NIA✓ 22. Are stair details shown? Yes✓No NIA 2. Species of lumber shown? Yes No N/AA. Is minimum stair width shown? (FBC Table 1004) Yes s/No N/A 3. Grade of lumber shown? Yes No N/A� B. Are tread and riser sizes shown? (FBC 1007.3) Yes J No N/A C. Type of roof sheeting shown? Yes✓No NIA C. Do spiral stairways comply with FBC 1007.8.2? Yes No N/P✓ 1. Thickness of roof sheeting shown? Yesv-'No N/A D. Are required landing shown? (FBC 1007.4)? lies v/No N/A 2. Grade of roof sheeting shown? Yes V No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes V�`No N/A 3. Nailing pattern of roof sheeting shown? Yes V/No N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes No NIA✓ D. Weight of Dry-In felt shown? Yes{/No N/A 24. If required,are tenant separations shown? Yes No N/A✓ E. Type of roof cover shown? Yes�No NIA A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes e // No NIA / 25. Are all columns and beams shown for porches and lanais? Yes V/No NIA 2. Attachment of tile roof shown? Yes No NIA V// A. Are column type,size and anchorage shown? Yes 4/No NIA (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes✓No NIA 3. Other roof covering and attachments shown? Yes No N/A 26. Are all lintel and beam details shown? Yes✓No N/A F. Length of roof overhang shown? Yes%/ No NIA 27. Are engineering details provided for butt glass? Yes No N/A✓ G. Type of soffit and fascia shown? Yes�No NIA H. Attic ventilation shown? Yesv/ No NIA I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FDC 1503.2.1 and FBC 1507.3.9) Yes✓ No N/A 1. Are engineered truss plans provided showing loads,uplifts and J. Type and ag uee of eave metal shown? Yes /No N/A required connections? Yes ✓No N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes V No N/A 3. Framed roof. V1. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A✓ application? YesNo N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes;/No N/A species,grade of lumber,span and connections? Yes No N/A./ 3. Are all door and window sizes shown? Yes;".No N/A C. Are collar ties shown,including sue,spacing,species, 4. Are all emergency egress openings shown? Yes�/No N/A grade of lumber and connections? Yes No NIA-.o S. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes No N/A of lumber? Yes No N/A 1 6. Are all vertical reinforcements shown? Yes�/ No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes v<No N/A pattern? Yes V No N/A 8. Are all hold-downs and hurricane anchorages shown? Yes�No N/A 9. Is required attic access shown? Yes✓No N/A 10. Are all plumbing fixtures shown? Yes/ No N/A VIII. Floor Framing. IL Are all electrical fixtures shown? Yes✓No N/A 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes✓No N/A uplifts and connections? Yes -""No N/A A. Is air handler and condenser location shown? Yes s/No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes✓No N/A grade of lumber and connections? Yes%, No N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes No NIA 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the fast habitable floor level nailing pattern? Yes✓No NIA Have a 29"net clear door opening and handicap accessible route? (FBC I1-11) Yes✓No N/A WATER IMPACT FEE WORKSHEET ADDRESS: /y 1`?/f�l.srt VHF u r — /J�c GJ .S' F/-. DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers,residential 2 2 Bathroom group consisting of water closet, lavatory, _ Z 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 1 2. Drinking fountai maker YZ Floor drains 2 2. Hose bib 1 —2— Kitchen Kitchen sink, domestic 2 Kitchen sink,domestic with food waste grinder and/or dishwasher 2 . Z Laundry tray(1 or 2 compartments) 2 Z Lavatory 1 Shower compartment domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank, public or private 4 Water closet,private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= 3 MULTIPLIED X 20 TOTAL$ J ' CITY OF ATLANTIC BEACH Ir ,r BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: /a 11-7�© Job Address: Owner of Property: i k0wI C 1 Address: dCfC_'(�0 rW69 7 Legal Description: Block Number: Lot Number: c�4 —Zoning District: Contractor: State Lice a Number: f Contractor's Address: r� j Telephone: q(0 �74_� ax: "1 1 Describe proposed use and work to be done: Present use of land or building(s): Valuation of proposed construction: a89 S, (00 Is approval of Homeowner's Association or other private entity required?_10_0If yes, please submit with this application. Will this roject involve changes in elevation,site grade or any use of fill material or the removal of any trees? [�'1�0. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. ©SES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a.pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 s In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. I hereby certify that all i orma'on provided with this application is correct. r Signature of Owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being aanorr t and that the plans and supporting data have been or shall be provided as required. Signature of Contractor vU Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: -y �1 i' Phone: �(,,3 t q 7 Fax: c�( E-Mail: j' � �ZO�'1�'10�'YtP� AS TO OWNER: Sworn to and subscribed before me this t/(a day of 20 O . State of Florida,County of Duval Barbo J� Rosset Notary's Signature: *Commission#DD337515 Personally known axpiro=August 19,2008 �ooba�ota ❑ Produced identification Type of identification produced AS TO CONTRACTOR: / Sworn to and subscribed before me this < day of State of Florida,County of Duval Notary's Signature: ?O"RY P` LJ R, Barbara J. RossetPersonally known * *Cgmmiesion#DD337515 �i `Expires August 19,2008 ❑ Produced identification °r 8-"1-Y F44",ups„w".in$00:X5.701$- Type of identification produced 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 http://www.ei.atlantic-beach.fLus Page 3 Revised 1/04 �(a NOTICE OF COMMENCEMENT Building Permit No. ___ lax Folio No. STATE OF FLORIDA 1, COUNTYOFDUYAL (Do not write in this blank area Reserved for recording purposes only). rn THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes the following information is provided in this Notice of Commencement. .-� 1. Description of Property: (Legal description of the property and street address, if available). N rl 1 Lot 24 HIDDEN PARADISE , according to the plat thereof, as recorded in Plat Book 54',' pages 97, 97A, and 9713, of the Current Public Records of Duval County, 0 Florida 2. General Description of Improvements: DOCK 2004340689 Construction of a single family residence. Book: 12111 Pa 749 Filed A Recorded 3. Owner Information: 10/25/2004 01:55:51 PM a. Name and address:` JIM FULLER Bestcon,Inc. CLERK CIRCUIT COURT DUVAL COUNTY 1484 Laurel Way RECORDING 3 5.00 Jacksonville,Florida 32233 TRUST FUND f 1.00 COPY FEE f 1.00 CERTIFY I 1.50 b. Interest in property: REC ADDITIONAL $ 4.00 Fee simple. c. Name and address of fee simple titleholder(if other than owner): 4. Contractor: (name and address) tO, Bestcon,Inc. 1484 Laurel Way GiG Jacksonville,Florida 32233 C ' S. _ Surety: �a•- a. Name an,i address: b. Amount of fond S 6. Lender Information: a. Name and address: SunTrust Bank 76 South Laura Street Jacksonville,FL 322Q2 b. Designated Contact: Tee Barley 7. Persons within the State of Florida designated by Owner upon whom notices or•other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: (Name and address) Lynn Verniilya SunTrust Bank, 76 South Litura Street Jacksonville,FL 32202 8. In addition to himself, Owner designate Tee Barley of SunTrust Bank, to receive a copy of the Lienor's Notice as provided in Section 713.13(a)(b). Florida Statutes, 9. Expiration date of Notice of Commencement(the expiration date is One (1) Year from the date of recording unless a different date is specified). Other expiration date: April 18,2006 BEST INC, By. , �s! J s CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: l���L Coo r+ Type of Development: S7i?aht w f ll in a Flood Zone: Required Lowest Floor Elevation: . If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinan es affecting the proposed development. Applicant's Signature: Date: /02/1-7k Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: 7&2 Job Address: � Owner of Property: -6 l �1 �-y/I Address: 1 � �� /'-t Telephone: a Legal Descri tion: Block Number: Lot Number:�_ Zoning District: n Contractor: State Licerip Number: LEI ma 3LS f Contractor's Address: ,r� Telephone: aq�0�-7 ax: -/ t Describe proposed use and work to be done: Present use of land or building(s): Valuation of proposed construction: S. Is approval of Homeowner's Association or other private entity required?Jacif yes,please submit with this application. Willvo. Applicant roject involve changes in elevation,site grade or any use of fill material or the removal of any trees? certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑NO. Applicant certifies that no trees will be removed for this project. EKES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a, pre-construction or post-ronstruction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 •http://www.ci.atiantic-beach.H.us Page 1 Revised 1/14/03 i` Lr CITY OF ATLANTIC BEACH 4 �.Ford sS BUILDING /ZONING DEPARTMENT sus } 800 SEMINOLE ROAD j N ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5845 http://ci.atiantic-beach.fl.us PLAN REVIEW COMMEWS Permit Application# O q - 2 9 A 2 1 Property Address: J,�-1 p M ARSN N t t-N GO UST Applicant: bE�I CQN INC. Project: N�* c FR This permit application has been: ❑Approved ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by: Date: BP25OUO2 CITY OF ATLANTIC BEACH 1/14/05 Application Tracking Individual Step Review 10:38: 10 Application number . . . . : 04 00029421 Application type . . . . . : SINGLE FAMILY RESIDENCE Revision number . . . . . . . Agency/path/step/seq . . . : PUBLIC WORKS A 01 00 Date submitted, resulted . : 122304 Approval code . . . . . . . . Reviewed by . . . . . . . . . Revised est cpl date . . . : 122304 Copies of plans . . . . . . . Seq Comments Prt Date 1.00 Provide drainage plans, and provide erosion and sediment 122704 control plans with details. 2. 00 Resolution of SJRWMD as-permitted vs. as-built treatment 122704 areas required prior to issuing building permits. (STILL REQUIRED 1/10/05) . 3.00 Bottom F3=Exit F12xancel NOTICE OF COMMENCEMENT Building Permit No. Tax Folio No. STATE OF FLORIDA COUNTYOFDUVAL u"� 066 (Do not write in this blank area Reserved for recording purposes only). rn THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement rl rl L Description of Property: (Legal description of the property and street address, if available). fU r� :C Lot 24 HIDDEN PARADISE , according to the Plat thereof, as recorded in Plat 0Book 54 pages 97, 97A, and 9713, of the Current Public Records of Duval County, 0 0 Florida 2. General Description of Improvements: Doc# 20043410689 Book: 12111 Construction of a single family residence. Pa e: ?49 Filed & Recorded 3. Owner Information: 10/25/2984 81:55:51 PM a. Name and address: JIM FULLER Bestcon,Inc. CLERK CIRCUIT COURT DUVAL COUNTY 1484 Laurel Way RECORDING $ 5.80 Jacksonville, Florida 32233 TRUST FUND $ 1.00 COPY FEE $ 1.98 CERTIFY $ 1.58 b. Interest in property: REC ADDITIONAL $ 4.88 Fee simple. C. Nance and address of fee simple titleholder(if other than owner): 4. Contractor: (name and address) Bestcon,Inc. 1484 Laurel Way �fG Jacksonville, Florida 32233 5. Surety: qa._ a. Name and address: �I b. Amount of bond$ 6. Lender Information: a. Name and address: SunTrust Bank 76 South Laura Street Jacksonville, FL 322Q2 b Designated Contact: Tee Barley 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a)7.,Florida Statutes: (Name and address) Lynn Vey thilya SunTrust Bank, 76 South Laura Street Jacksonville,FL 32202 8. In addition to himself, Owner designate Tee Barley of SunTrust Bank, to receive a copy of the Lienor• Notice as provided in Section 713.13(a)(b). Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is One (1) Year from the date of recording unless a different date is specified). Other expiration date: April 18,2006 BEST ,INC. By. 'V Paul W Nichols, Its President STATE OF FLORIDA COUNTY OF DUVAL This foregoing instrument was acknowledged before me this 1801 day of October, 2004, by Paul W. Nichols., as President of Bestcon, Inc. a Florida corporation, on behalf of that corporation He is personally known to me. Prepared By and Return To: Tee Barley _ i Notary P e SunTrust Bank, State of Florida at Lar 76 South Laura Street My Commission Expi es• r TERRI L LANE Jacksonville, FL 32202 My Commission Num eke my COMMISSION 0 W Now f M sxpoEs:.Nine 5.00 � RNawol,oa.rtw..a FROM -CLARSON 8. ASSOCIATES FAX NO. '904 396 2633 No�.�. 17 2004 11'A9AM P2 MAP SNOWING PLOT PLAN OF LOT 24 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN nAT 8001< 54, PACE-r+ 97 THROUGH 97B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNT(, I-LORIDA. FOR. SESTCON, INC. BEARING REFERENCE: OEARING SHOWN ON RI t iT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. MARSH VIEW` ° OURT �� 50' R/ ) Sol a '11 *' 50-0 , 10' DRAINAGE a "a 11 WATER OAK � / EASEMENT r,,�at.s7 * 8.04' S0y"5e' S Ogi.CA-bS•�l'21's __..- — ........- -• ' -40-OV t+4h. 9.0 . 7DO +O• J 1,6 .� � � W e PROP05kD w SINGLE FAMILY m } m �}N K�jIpENGE Q d GARAGE RIGHT w N F.F. EL.s(8.5) Q Lti O N O rrcAAMG •a, _t 8 00 21.0' LK N w La , COVERED PATIO I-' w=' 7d - fCr WATI R O 2� to WA Mft OAK w It 4 / LO 4, • V V. WOOD DECK u 14OL-LY /;0 � soi-Irt,-E /ry9yge� A•MtATER*Ase 3'8A a --"—no* i appIIC8t e r4sJ , WO Other [Guff! Wind B f6owedow-but dow am c onut e for 00 6-vft I IV LAURV.OW ce"1 mea � p # ow appk" ,r uuouc tcud�ewl� � Msl w of the CRY of Al�i VDAK Ff�� +'BAYsame- GI WOAK e-5 • OG3't3 17.52• 5'BAY TO'UVE OAK* f 11->uVE OAK 11-9-04 REVISED HOUSE DIMENSIONS TYPE "B" DRAINAGE MAg�LEs or TNC ;N�ACOASIAL WA1 9 A7_04 REVISED HOUSE LOCATION & ADDED DECK NOTE: THE LOT SHOWN HEREON AppE:ARS TO LIE WITHIN FLOOD zOH£S -_"AE• AS SCAt.0 FROM THE Ft= IRWRANCE RATE Pr rmtrm DY; MAPS, COMMUNITY PANEL NO. 12007 OQQ1Q DATED 4-17-89_ CL&RSON AND ASSOCIAT FS, U;(;. f2ATl+ OCTOBER 23 PROFF'ESIONAL LAND >URVEYVftS 2003_ 1643 NALDO AVENUE, SCALE: 1" = 20' JACKSONVILLE, FL_, 32207 Received Time Nov. 17, 12 .59PM J �r. CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION r� Location: WIC Type of Development: 1A1 - r ni Flood Zone: Required Lowest Floor Elevation: '. , If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordin4upes affecting the proposed development. Applicant's y ' PP licants Si gnature r 'd (' Date: ¢ Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1117/03