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Permit 1103 Cornell Lane FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Habitat,Single Family Home Builder: Beaches Habitat Address: 1103 Cornell Ln. Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New — 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr — 3. Number of units,if multi-family 1 _ SEER: 10.00 — 4. Number of Bedrooms 3 _ b.N/A — 5, Is this a worst case? Yes — — 6. Conditioned floor area(W) 1125 ft2 c. N/A — 7. Glass area&type — — a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 130.0 ft' _ a. Electric Heat Pump Cap:24.0 kBtu/hr — c. Tint/other SHGC-single pane 0.0 ft2 _, HSPF:7.00 — d. Tint/other SHGC-double pane 0.0 ft, b.N/A — 8. Floor types _ — a. Slab-On-Grade Edge Insulation R=0.0, 143.0(p)ft — c. N/A _ b.N/A — — c.N/A 14. Hot water systems 9. Wall types — a. Electric Resistance Cap:40.0 gallons — a. Frame,Wood,Exterior R=11.0,972.0 ft2 _ EF:0.92 — b.N/A _ b.N/A c. N/A — — d.N/A _ c. Conservation credits — e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1126.0 ft2 _ 15. HVAC credits b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts — PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft _ MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as-built points: 18489 PASS Total base points: 20243 I hereby certify that the plans and specifications covered Review of the plans and -TM STar by this calculation are in compliance with the Florida specifications covered by this Energy Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Ocean State HVAC Before construction is completed DATE: /0--2 N— this building will be inspected for I hereby certify that this bu' a igned, s in compliance with Section 553,908 ,000 compliance with the Flori r e. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: Z DATE: EnergyGaugeO(Version: FLRCPB v3.21) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1103 Cornell Ln., , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 1125.0 20.04 4058.1 Double,Clear SW 1.5 6.0 15.0 38.46 0.89 510.7 Double,Clear NW 1.5 4.0 6.0 25.46 0.85 129.3 Double,Clear NW 1.5 4.0 9.0 25.46 0.85 194.0 Double,Clear NW 1.5 6.0 15.0 25.46 0.93 353.4 Double,Clear NE 6.0 6.0 20.0 28.72 0.59 336.3 Double,Clear NE 1.5 6.0 20.0 28.72 0.92 528.9 Double, Clear SE 1.5 6.0 15.0 40.86 0.88 541.4 Double, Clear SE 1.5 6.0 15.0 40.86 0.88 541.4 Double,Clear SW 1.5 6.0 15.0 38.46 0.89 510.7 As-Built Total: 130.0 3646.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 11.0 972.0 1.70 1652.4 Exterior 972.0 1.70 1652.4 Base Total: 972.0 1652.4 As-Built Total: 972.0 1652.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 6.10 231.8 Exterior 38.0 6.10 231.8 Base Total: 38.0 231.8 As-Built Total: 38.0 231.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1124.7 1.73 1945.7 Under Attic 30.0 1126.0 1.73 X 1.00 1948.0 Base Total: 1124.7 1945.7 As-Built Total: 1126.0 1948.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 143.0(p) -37.0 -5291.0 Slab-On-Grade Edge Insulation 0.0 143.0(p -41.20 -5891.6 Raised 0.0 0.00 0.0 Base Total: -5291.0 As-Built Total: 143.0 -5891.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 1125.0 10.21 11486.3 1125.0 10.21 11486.3 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.21 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1103 Cornell Ln., , , PERMIT#: BASE AS-BUILT Summer Base Points: 14083.3 Summer As-Built Points: 13073.0 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) 13073.0 1.000 (1.090 x 1.147 x 0.91) 0.341 1.000 5076.2 14083.3 0.4266 6007.9 13073.0 1.00 1.138 0.341 1.000 5076.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1103 Cornell Ln., , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Points .18 1125.0 12.74 2579.9 Double, Clear SW 1.5 6.0 15.0 7.17 1.06 114.0 Double, Clear NW 1.5 4.0 6.0 14.03 1.01 84.9 Double, Clear NW 1.5 4.0 9.0 14.03 1.01 127.3 Double, Clear NW 1.5 6.0 15.0 14.03 1.00 211.1 Double,Clear NE 6.0 6.0 20.0 13.40 1.04 279.8 Double, Clear NE 1.5 6.0 20.0 13.40 1.01 269.7 Double, Clear SE 1.5 6.0 15.0 5.33 1.10 87.7 Double, Clear SE 1.5 6.0 15.0 5.33 1.10 87.7 Double, Clear SW 1.5 6.0 15.0 7.17 1.06 114.0 As-Built Total: 130.0 1376.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood, Exterior 11.0 972.0 3.70 3596.4 Exterior 972.0 3.70 3596.4 Base Total: 972.0 3596.4 As-Built Total: 972.0 3596.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 12.30 467.4 Exterior 38.0 12.30 467.4 Base Total: 38.0 467.4 As-Built Total: 38.0 467.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1124.7 2.05 2305.6 Under Attic 30.0 1126.0 2.05 X 1.00 2308.3 Base Total: 1124.7 2305.6 As-Built Total: 1126.0 2308.3 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 143.0(p) 8.9 1272.7 Slab-On-Grade Edge Insulation 0.0 143.0(p 18.80 2688.4 Raised 0.0 0.00 0.0 Base Total: 1272.7 As-Built Total: 143.0 2688.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 1125.0 -0.59 -663.7 1125.0 -0.59 -663.7 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1103 Cornell Ln., , , PERMIT#: BASE AS-BUILT Winter Base Points: 9558.2 Winter As-Built Points: 9773.0 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) 9773.0 1.000 (1.069 x 1.169 x 0.93) 0.487 1.000 5533.0 9558.2 0.6274 5996.8 9773.0 1.00 1.162 0.487 1.000 5533.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.21 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1103 Cornell Ln., , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 40.0 0.92 3 1,00 2626.61 1.00 7879.8 As-Built Total: 7979.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water - Total Points Points Points Points Points Points Points Points 6008 5997 8238 20243 5076 5533 7880 18489 PASS yO�SFIfi STty?�O� uar. `•a�O MoD WE EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®1FIaRES'2001 FLRCPB v3.21 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1103 Cornell Ln., , , 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 top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 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 efficient 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 v3.21 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score,the more efficient the home. 1103 Cornell Ln., , , 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 10.00 - 4. Number of Bedrooms 3 - b.N/A - 5. Is this a worst case? Yes 6. Conditioned floor area(ft) 1125 ft2 c. N/A - 7. Glass area&type - - a. Clear-single pane 0.0 112 - 13. Heating systems b. Clear-double pane 130.0 ft? - a. Electric Heat Pump Cap:24.0 kBtu/hr - c. Tint/other SHGC-single pane 0.0 ft, _ HSPF:7.00 - d.Tint/other SHGC-double pane 0.0 ft2 b.N/A - 8. Floor types - - a. Slab-On-Grade Edge Insulation R�0.0, 143.0(p)ft _ c. N/A - b.N/A - - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:40.0 gallons - a. Frame,Wood,Exterior R=11.0,972.0 ft2 - EF:0.92 - b.N/A - b.N/A - c. N/A - - d.N/A - c. Conservation credits - e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1126.0 ft2 - 15. HVAC credits _ b.N/A - (CF-Ceiling fan,CV-Cross ventilation, c.N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Uric. Ret:Una AH:Interior Sup.R=6.0,25.0 ft - RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, 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) yOjj%E S7.42, in this home before final inspection. Otherwise,a new EPL Display Card will be completed . based on installed Code compliant features. Builder Signature: Date: - a Address of New Home: City/FL Zip: c0 we *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/DDE EnergyStarTMdesignation), your home may qualify for energy efficiency mortgage (EES incentives ifyou 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 v3.21) BEARING HEIGHT 56HEDULE NOTES: 1.)PEFEP TO HIB 91(REbOMMENL A f IONS FF HANDLING INSTALL AT IC'I AND TEMPO V,F!f",LiI.G FEFEP TO ENGINEEP.ED DFAWIN(,S FOE FEPMrI0 11 DPA6iN6 PECUIPED 2.)ALL TP.U55E5(INCLUDING iRIlS`.ES UNI)EP VALLEY FPAMING)MUST BE 6OMPLETELy PECKED OP_REFER TO DETAIL VIDS FOF �J \ ALTEPNATE DPA61%PEOUIPEMENP° �� 3)ALL VALLEY5 AVE TO DE CONVENTIONALLI \ FFAMED B'T DUILPEP 4.)ALL T91155E5 APE F)ESI6NEP FOP 2o MAXIMUM SPACING.UNLE55 OTHERWISE NOTED 5)ALL WALLS SHOWN ON PLACEMENT PLAN APE CON5IDEPEP TO BE LOAD DEAP.M.RILE55 OTHEPWI,,E NOT ED \- 6)5Y42 TP,U55E5 MUST DE I1,15TALLEP �\ WITH THE TOP BEING UP. 7.)ALL POOF TPU55 HAN6EP5 TO BE 51MP50N HU526 UNLE55 OTHERWISE NOTED. ALL -\ FLOOP TPU55 HAN6EP5 TO BE SIMPSM THA422 UNLE55 OTHERWISE NOTED 8)DE AMIHEADE PIL INTEL(HOF)TO DE FURNISHED DY BUILDEP SHOP DRAWING APPROVAL % THI5 LAYOUT 15 THE SOLE'OUPCE FOR FADPICAIVI OF 7RU55E5 AM VOID5 ALL PPEVIOU5 ARCHITECTURAL OP OTHEV f V165 LAYOUTS. REVIEW AND APPROVAL OF THI5 LAYOUT 6r15T / fE RECEIVED BEFORE ANY TRUSSES WILL DE DUILT VEPI(Y ALL / CONDITION5 TO INSURE AGAIN5f CHANGE5 THAT WILL PEAT �\ IN EXTRA(HAPGES TO YOU. kq-teJ DA-y Date npprc.N by. Bek ''Builders .FirstSource Gunnel► PH0NE. qO4-437-3349 FAX-q04-437-iG=i4 Jacksonville PHONE.q04-772-6100 FAX,q04-772-1117i Lake Gity PHr)fHE. q04-755-66`14 FAX:q04-755-7873 5onford t'HOI.IE. 407-322-005q FAX 407-3-<-555; N.DLPEP 6EAGHE5 HADITAT LE6AL ADDRM JACKSONVILLE. FLORIDA IIDDEL: ¢Eri51DR: 3 BEDROOM NT9 DT:. I ' I �I l ! I I l I +I II I i 1 ---- ----- --- ---- ---- --- - _ cv— T0; _ T02 TO? T0� T0! GJD GJi.7 0 cdol) Cd C; 10 (,frl`• VI C �6 14 11 0 10-1-0 r fes+` oruss rus s YPe, Uty yL T CUSTOM MODEL A200527 J202137 CJ01 ROOF TRUSS 8 1 (optional) w ers ust ource JAX, Ryan HaeseleF777777774.201 SR1 s Oct r e n ustnes, Inc. Mon Mar age -2-0-0 1-0-0 2-0-0 1-0-0 C le = 1:6.0 5.00 F12 B DOC)o A x4 = COO 1-0-0 2-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.00 B >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.05 A-B >458 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min 1/deft = 240 Weight: 6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=-97/Mechanical, B=275/0-3-8, D=14/Mechanical Max Horz B=81(load case 4) Max Uplift C=-97(load case 1), B=-313(load case 4) Max Grav C=150(load case 4), B=2750oad case 1), D=14(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD A-13=41, B-C=-62 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category Il, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed tb wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 Ib uplift at yr +n+araxr�u joint C and 313 Ib uplift at joint B. .��Q CE A 4) This truss has been designed with ANSI/TPI 1-1995 criteria. A. LOAD CASE(S) Standard r C 7 s i s ATS OF ��Fy'�IN,11f It11t171YYL�,� March 12,2002 o 1 russ russ ype ty yLOT..CUSTOM MODEL A200528 J202137 J202137 CJ03 ROOF TRUSS 8 1 (optional) Builders First ource yan aese er W ik Industries, Inc. Mon Mar age -2-0-0 3-0-0 2-0-0 3-0-0 C = 1:9.2 5.00 Fi2 000 N B D A OCC) x4- 3-0-0 2-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.00 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.10 A-B >275 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min 1/defl = 240 Weight: 13 Ib . LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=28/Mechanical, B=283/0-3-8, D=42/Mechanical Max Horz B=1 19(load case 4) Max UpliftC=-88(load case 5), B=-229(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=42, B-C=-50 BOT CHORD B-D=0 NOTES 1►This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 Ib uplift at joint C and 229 Ib uplift at joint B. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. .v $ A. + LOAD CASE(S) Standard S 2` G r a * sr s x P, OF ORS �'`• a March 12,2002 rr =J2021137 Truss russ ype Qt y f A200529 .: CJ05 ROOF TRUSS 8 1 (optional) Builders ource , , Ryan Haeseler 4.201 SRI s Oct 17 2001 Mi-'ekIndustries, lnc. on Mar age -2-0-0 5-0-0 2-0-0 5-0-0 C Sc :12.4 5.00 12 coo CN B D A cco x4 = 5-0-0 2-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in Poc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.03 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.11 A-B >250 BCLL 10,0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight: 19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=102/Mechanical, B=347/0-3-8, D=72/Mechanical Max Horz 6=162(load case 5) Max UpliftC=-1 64(load case 5), B=-220(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD A-13=42, B-C=30 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 Ib uplift at joint C and 220 Ib uplift at joint B. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. Vol"- "+hrry� �.rta S A- 'rales LOAD CASE(S) Standard = 1, , ff Op- {J{o{If.ItFlitN I t!f bl S1Y 1i1�11:\�`4� March 12,2002 'U5 I OM MUDFL o russ rusS ype ty y A200530 1202137 CJ07 ROOF TRUSS 8 1 (o tonaU e st agees,Builders first ource , , yan aeseer s Octct nunaon Mar : -2-0-0 7-0-0 2-0-0 7-0-0 C Scal — 15.6 5.00 F12 B D A x4 = 7-0-0 2-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.11 B-D >776 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) 0.35 A-B >75 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight: 25 Ib . LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=164/Mechanical, B=423/0-3-8, D=102/Mechanical Max Horz B=219(load case 5) Max UpliftC=-237(load case 5), B=-227(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=42, B-C=50 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 237 Ib uplift at joint C and 227 Ib uplift at joint B. "INt 4) This truss has been designed with ANSI/TPI 1-1995 criteria. .�CE A. pZ 1 LOAD CASE(S) Standard r � C g ATE OF 0111 41 March 12,2002 oTruss russ ype Oty y I T CUSTOM MODEL A200531 J202137 CJ09 ROOF TRUSS 8 1 (o tions) ui ers �rst ource yasct e on Mar agen aee er -2-0-0 4-8-2 9-0-0 2-0-0 4-8-2 4-3-14 D Sc 1:19.3 5.00 12 1.5x4 C d� B o' A F E 3x6 3x5 =m 9-0-0 2-0-0 9-0-0 Plate Offsets MY): [B:0-3-0,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.19 B-F >563 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.28 B-F >376 BCLL 10.0 Rep Stress Incr YES WB 0.16 Horz(TL) -0.00 E n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 38 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) D=90/Mechanical, B=503/0-3-8, E=264/Mechanical Max Horz B=277(Ioad case 4) Max UpliftD=-132(load case 5), B=-308(load case 4), E=-104(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=42, B-C=-408, C-D=25 BOT CHORD B-F=358, E-F=0 WEBS C-F=-393 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 �,rw�irarexpy{ 2) Refer to girder(s) for truss to truss connections. B A- 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 Ib uplift at at $ r 11F1 '! joint D, 308 Ib uplift at joint B and 104 Ib uplift at joint E. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. z K� c y � LOAD CASE(S) Standard a ATE OF lit ORt�P � y� rtJL"1kD411151§ March 12,2002 Job Truss Truss Type Qty Ply LOT CUSTOM MODEL A20053 J202137 EJ11 ROOF TRUSS 6 1 (optional) Builders FirstSource JAX 4.201 SR1 s Nov 162000 MiTek Industries, Inc. Tue Mar 12 08:15:16 2002 Page 1 Scale = 1:32.4 -2-0-0 5-8-2 11-0-0 2-0-0 5-8-2 5-3-14 Simpson LTP4 clip -, 1.5x4 11 4 5.00 12 1.5x4 3 2 01 Simpson HUS26 4x6 = 5 3x5 = 11-0-0 11-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.37 2-5 >343 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.56 2-5 >229 BCLL 10.0 Rep Stress Incr YES WB 0.30 Horz(TL) -0.01 5 n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 52 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 N TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=581/0-3-8, 5=438/Mechanical Max Horz 2=374(load case 4) Max Uplift2=-352(load case 4), 5=-310(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=42, 2-3=-522, 3-4=-72 BOT CHORD 2-5=462 WEBS 3-5=-504, 4-5=-103 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 Ib uplift at B A. ' joint 2 and 310 Ib uplift at joint 5. z. ^LIFip'lt5 4) This truss has been designed with ANSI/TPI 1-1995 criteria. . r LOAD CASE(S) Standard x ATE OF {s op, 4 ED Y\\\l itiJfi`!IflII11411145ttt March 12,2002 JJobTrussruss Type Qty Ply LOT CUSTOM MODEL A20053 J202137 HJ11 ROOF TRUSS 4 1 (optional) Builders First ource JAX 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Tue Mar 12 08:16:12 2002 Page 1 Scale = 1:33.6 -2-9-15 5-8-9 10-5-14 15-6-11 2-9-15 5-8-9 4-9-5 5-0-13 Simpson LTP4 clip 3x5 II / 6 / 5 �- 3.54 FTY 5x5 ; 4 3x5 3 2 01 Simpson THJA26 3x6 = 9 8 7 2x4 II 3x5 = 4x5 = 5-8-9 10-5-14 15-6-11 5-8-9 4-9-5 5-0-13 Plate Offsets (X,Y): [2:0-4-10,0-0-13) LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.09 8-9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) 0.16 1-2 >238 BCLL 10.0 Rep Stress Incr NO WB 0.92 Horz(TL) 0.02 7 n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 92 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 4-2-12 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 6-9-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7=1660/Mechanical, 2=985/0-4-15 Max Horz 2=699(load case 2) Max Uplift7=-1 1 85(load case 2), 2=-575(load case 4) FORCES (lb) -First Load Case Only TOP CHORD 1-2=46, 2-3=-2311, 3-4=-1639, 4-5= 183, 5-6=-26, 5-7=-473 BOT CHORD 2-9=219318-9=2193, 7-8=1520 WEBS 3-9=102, 3-8=-71214-8=656, 4-7=-1740 NOTES 1► This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposedpraiararru to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 A. 2) Refer to girder(s) for truss to truss connections. '`� C . 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1185 Ib uplift zz1F1( r�1 at joint 7 and 575 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. C - � z` LOAD CASE(S) Standard ATE OF 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 O� Uniform Loads (plf) Vert: 1-2=-54.0 ED ct` Trapezoidal Loads (plf) `N"'m'"'O" Vert: 2=-2.8-to-5=-204.1, 5=-204.1-to-6=-210.0, 2=0.0-to-7=-113.3 March 12,2002 o russ Truss I ype ty Y LU I CUSTOM MODEL A200534 J202137 T01 ROOF TRUSS 2 1 (o tionaU w ers lrst ource yan aese er s ct7 2001 Mi 'ek Industnes, nc. on ar age 2-0-0 5-9-14 10-11-15 14-0-1 19-2-2 1 25-0-0 27-0-0 2-0-0 5-9-14 5-2-2 3-0-2 5-2-2 5-9-14 2-0-0 Scale: 1/4"=1' 6x8 = 5x5 = D E 5.00 Ff2 1.5x4 1.5x4 C F B G Ii A HI0 0 4x12 K J I 4x12 5x12 M1120H= 10x10 = 10x10 = 5-9-14 10-11-15 11-p-0 14-0-014-P-1 19-2-2 25-0-0 2 p 00 25-0-0 2-0-0 Plate Offsets (X,Y): [B:0-3-9,0-2-41, [D:0-5-4,0-2-41, [G:0-3-9,0-2-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.38 I-K >776 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.46 B-K >648 M1120H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.12 G n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 141 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-3-1 oc purlins. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-5-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=2864/0-3-8, G=2864/0-3-8 Max Herz B=151(load case 4) Max UpliftB=-1 742(load case 4), G=-17070oad case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=45, B-C=-6381, C-D=-6000, D-E=-5567, E-F=-6015, F-G=-6389, G-H=45 BOT CHORD B-K=5834, J-K=5551, I-J=5551, G-1=5839 WEBS C-K=-383, D-K=2098, D-1=32, E-1=2112, F-I=-371 NOTES 1) This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 13 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed toalenxruh�p wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ,.CCB A. 3) Provide adequate drainage to prevent water ponding. tiFt ,t�`�y� 4) All plates are M1120 plates unless otherwise indicated. ,z �4}, •L 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1742 Ib uplift at E� joint B and 1707 Ib uplift at joint G. r # ffi 6) This truss has been designed with ANSI/TPI 1-1995 criteria. R 7) Girder carries hip end with 11-0-0 end setback 8) Special hanger(s) or connection(s) required to support concentrated load(s) 1463.01b down and 1336.81b upy A1BOI: �' at 14-0-0, and 1463.Olb down and 1336.81b up at 11-0-0 on bottom chord. Design for unspecified t19k`, 'ra connection(s) is delegated to the building designer. '„rj+? �'^UtrtkrtNlli I€416Yr4NLt�,�•4 LOAD CASE(S) March 12,2002 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D=-54.0, D-E=-27.0, E-H=-54.0, B-K=-30.0, I-K=-239.9, G-1=-30.0 Concentrated Loads (lb) Vert: K=-1463.0 1=-1463.0 L07 CUSTO o russ russ ype Ply A200535 JQ02137 T02 ROOF TRUSS 12 1 (o tional) ui ers first ource JA aese er R1 s Oct 17 2 OT i e n ustnes, nc. on ar 1 02 Page -2-0-0 6-6-14 12-6-0 18-5-2 25-0-0 27-0-0 2-0-0 6-6-14 5-11-2 5-11-2 6-6-14 2-0-0 Scale = 1:47.5 4x5 = D 5.00 12 1.5x4 1.5x4 C E F B G I oA o 3x5 = J I H 3x5 = 3x5 = 3x5 = 3x5 = 8-6-9 16-5-7 25-0-0 2-0-0 25-0-0 2-0 0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.20 H-J >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.29 H-J >999 BCLL 10.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.05 F n/a BCDL 5.0 Code SBC/ANSI95 1st LC LL Min 1/defl = 240 Weight: 113 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1157/0-3-8, F=1157/0-3-8 Max Horz B=162(load case 4) Max UpliftB=-659(load case 4), F=-659(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=21, B-C=-1869, C-D=-1667, D-E=-1667, E-F=-1869, F-G=21 BOT CHORD B-J=1716, I-J=1178, H-1=1178, F-H=1716 WEBS C-J=-293, D-J=599, D-H=599, E-H=-293 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 �nwinixr+�n�kyr 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 659 Ib uplift at joint B and 659 Ib uplift at joint F. A. � 4)This truss has been designed with ANSI/TPI 1-1995 criteria. 4-R+ LOAD CASE(S) Standard a ATE OF 1 "�AyCI OP'XED 1e004kIA1941"' March 12,2002 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 CERTIFICATE OF OCCUPANCY ** P E R M A N E N T Issue Date . . . . . . 10/20/03 Parcel Number . . . . . 177421-0000- - Property Address . . . 1103 CORNELL LN ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . BEACHES HABITAT Contractor . . . . . . BEACHES HABITAT 904 241-1222 Application number 02-00025074 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL "THERE IS A BROKEN BONNET ON THE STORM DRAIN AND THE LAST UNITS WILL NOT BE SIGNED OF ON UNTIL REPAIRED. sF , CITY OF ATLANTIC BEACH v 800 SENIINOLE ROAD r ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 F Application Number . . . . . 02-00025074 Date 2/12/03 Property Address . . . . . . 1103 CORNELL LN Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BEACHES HABITAT P.O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-1222 (904) 241-1222 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 2/12/03 Valuation . . . . 0 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .28 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 5 . 06 AB CONSTRUCTION SURCHARGE . 56 STATE RADON SURCHARGE 5 .34 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 330 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 rged Paid Credited Due ---------- City of Beach .00 .0 0 . 00 . 00 *** *m* . 00 .00 . 00 . 00 OW: mas Type: OC Drayer: 1 2036 .24 2036 .24 . 00 . 00 Rate: 2112163 61 Receipt no: 3M5 2036 .24 2036 .24 . 00 . 00 Description 26673 Qty �►t 2492 BP BUILDING PERMITS 1 $2606.24 2662 25674 BP BUILDING PERMITS 1 52606.24 Tender detail CK CIM 7621 $4672.48 Total tendered $4872.48 Total Payaent $9672.48 Trans date: 2112163 Tile' 11:15'16 THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED • )R OWNER "FAILURE TO COMPLY WrM THE CONSTRUCTION LIEN LAW CAN FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: �A Kt S (l,4 Permit Property Address: r.� y-rV Z (AT� .0 — Legal Description: pa-f-C-0 114 V0[,o0-V,9 C1 ` 3 � 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: ,r Lowest Floor Elevation: 1 ` Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works /0- _ cis Planning Dept. o _ p 3 d 30 , 0 3 Building Dept. 0. 3 0 - p /O 3 0 • x 3 Final Survey with FFE [ Yes ❑ No All Re-Inspect Fees Paid C�` Yes ❑ No FLOODPLAIN DEVELOPMENT INFORMATION Location:: �(a 3 co rre Type of Development: cS4 *-- ( Flood Zone: x Required Lowest Floor Elevation: • 5 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. CON2A ENTS: Applicant Acknowledgment: 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 rdinances affecting the proposed development. Date �� d ZApplicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation I Survey Filed with Building Department Building Department Representative CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025074 Date 3/18/03 Property Address . . . . . . 1103 CORNELL LN Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BEACHES HABITAT P.O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-1222 (904) 241-1222 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . INSTALL 11 FIXTURES Permit Fee . . . . 112 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 112 . 00 112 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 112 . 00 112 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. �+"Mmr ate, BUILDING OFFICIAL �` CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 4 6113 OWNER OF PROPERTY: G I�_[ TEL.c;ZZ9 I I 'Z*7--Z PLUMBING CONTRACTOR:C: pi �J1 CONTRACTOR'S ADDRESS: �(�, c�k S O �' b �� ��, 3 ✓✓�� `� STATE LICENSE NUMBER: Co 14 E-1 7 TEL. D(/7--Yq/ 9 HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY _ _WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS l SEWER —WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: X $7.00+ $35.00= MINIMUM PERMIT FEE: $35.0 SIGNATURE OF OWNE ' cZ 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. CITY OF ATLANTIC BEACH s, PERMIT CALCULATION SHEET Date: Address J /Q,3 Al F- L L.- N r-- S F I Heated Square Footage @ $ La per sq ft = $ S'`� 00 Garage/ Shed @$ per sq ft= $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: �(' TOTAL BUILDING FEE $ ZONING: 66 '( + 1/2 Filing Fee $ FLOOD ZONE: — )!� — ( ) Fireplaces @ $35.00 $ — 0 — IMPERVIOUS p .— IMPERVIOUS SURFACE: _� spx BUILDING PERMIT FEE $ WATER IMPACT FEE $ O s SEWER IMPACT FEE $ ro WATER METER/TAP $ r CAPITAL IMPROVEMENT$ �. s'' ► SEWER TAP $ .. �. ► C Qr21) RADON HRS .0050 $ S` 3 yr,/ , SECTION H PAVING ( ) $ 6or CROSS CONNECTION $ r ST(!)Z SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 7)Ot-) OCT 2 4 2002 �r1 BY: City of Atlantic Beach 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 - http://www/ci.atiantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL-, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE ��/�T'�O JOB ADDRQ &rmel I.•a.N APPLICANTESS/ 1/0 ADDRESS Ib � f�WC.4 5' Ave, PHONE: R.�cre.( LEGAL DESCRIPTION: CONTRACTOR 57�/ / '�/� STATE LICENSE NUMBER ADDRESS PHONE LL CITY STATE ZIP FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE S l� FaMily K P- PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION all Is this an addition? If yes, what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? If yes,please sul)mit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? NO. 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. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please conta, Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Apr 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 survey or grading plan is required. (If not required, written verification must be provided with this application.) The Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834 /18/02 STEP 3. Please submit 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 in addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent, including setbacks, building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE © Z ��-- I HEREBY CERTIFY THAT I HA RE D EXAMINED THH S APPLICATION AND KNOW THE SAME TO BE TRUE AND. CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION. BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE ADDRESS AND CONTACT INFORMATION O O ORECE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PR.IN. T) NAME G ;Q PX rk�l MAILINGDAD�RESnnSnn U sI 1 PHONE 14D1 d. FAX - � (� E-MAIL QDA) O G d-�L IQ A0 -- SWORN AND SUBSCRIBED BEFORE ME THIS —DAYOFSTATE OF OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNAT �4Mf'-� 1 �;�Y^i'• JENNIFERSCHLUETER MY COMMISSION#DD 121301 AS TO E ❑ rally known EXPIRES:May 2006 Produced identification �Rf,t:"` Bonded Thru Notary Publiclic Underwriters Type of identification produced AS TO : ' IFE HLUUEETER ersonally known *: MY COMMISSION#DD 121301 Produced identification EXPIRES:May 27,2006 Type of identification produced 9,'f dd Bonded Thru Notary Public Underwriters 18/02 a � PLAN REVIEW COMMENTS Permit Application #.- Applican c Address: , Project: C o Your application is approved a Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed Date Contractor Notified Date ETURN � '1ti'L� EEO SK,c ;trument was prepared by )x 50939 Boa' 2107 7 iville Beach,Florida 32240 File: 208 Filed & cord 10/21/2 11:01:29 AM JIM FULLS CLERK CUI OURT NOTICE OF COMMENCEMENT DUUVAL DINGTY 5.00 UST FUND 3 1.00 's OF FLORIDA Permit No.: TY OF DUVAL Tax Folio No.: The undersigned hereby gives notice that improvements will be made to certain real property,and rdance with section 713, Florida Statutes,the following information is provided in this Notice of mcement. Description of property:(legal description of property and street address if available) 110 3 6�k4-,�e-L A - A --t Pou C&, 1 vekhu�—Q- 91 pa 7-3 6 / General description of improvements.: To build a single family residence Owner Information: a. Name and Address: Habitat For Humanity Of The Jacksonville Beaches, Inc. P.O. Box 50939,Jacksonville Beach, FL 32240 b. Owner's interest in the site of the improvements: 100% C. Name and Address of fee simple title holder(if other than owner) : %�k: 20022'9721.0 10722 Page: 22 11 Contractor: Filed & Recorded a. Name and Address: - JIM10/21/2002 11:01:29 AN FULLER CLERK CIRCUIT COURT b. Phone Number: DUVAL COUNTY C, Fax Number:(optional, if service by fax is acceptable) RECORDING $ 5,00 TRUST FUND $ 1.00 Surety on any payment bond: NONE Name of any lender making a loan for the construction of the improvements: N/A Persons within the State of Florida designated by owner upon whom notices may be served as provided by Section 713.13(1) (a) 7,Florida Statutes: R '�' "�' i�'� ��- - ' 77 P.O.Box 50939,Jacksonville Beach, FL 32240 Phone: (904)241-1222 Facsimile: (904)241-4310 In addition to himself, owner designates the following person to receive a copy of the lienor's notice as provided in Section 713.13 (1) (b),Florida Statute(Name,Bank and Address): N/A Expiration date of notice of commencement: 1 year from the date of recording. goi�n instrument was acknowledged before HABITATF HU ANITY OF /HE of , 200 ;by JACKSONVI E Y-I S,INC. SINGLE FAMILY HOME HVAC LOAD ANALYSIS for Beaches Habitat P.O. Box 50939 Jacksonville Beach, FL 32250 f RHRmDEVAL VAC. HVAC LoADs Prepared By: Rick Janousek Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 10-24-02 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Single Family Home Neptune Beach,FL 32266-1798 10-24-02 Page 2 Project Summary Project: Single Family Home Company: Ocean State Heating &Air Conditioning Client: Beaches Habitat Representative: Rick Janousek Address: P.O. Box 50939 Address: 1476 Atlantic Boulevard City: Jacksonville Beach, FL 32250 City: Neptune Beach, FL 32266 Phone: 241-1222 Phone: (904) 249-8251 Fax: Fax: (904) 249-8949 Comment: Design Data Project Name: Single Family Home Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains DrV Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 801 CFM per square foot: 0.712 Square feet of room area: 1,125 Square feet per ton: 590.223 Building Loads Total heating required with outside air: 23,653 Btuh 23.653 MBH Total sensible gain: 17,612 Btuh 85 % Total latent gain: 3,010 Btuh 15 % Total cooling required with outside air: 20,622 Btuh 1.719 Tons (based on sensible + latent) 1.906 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,October 24,2002 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Single Family Home Neptune Beach,FL 32266-1798 10-24-02 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 5,572 5,572 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2" Gypsum(R-0.5) 972 3,936 0 2,153 2,153 16G Ceiling R-30 Insulation 1,126 1,672 0 1,672 1,672 22A Slab on Grade No Edge Insulation 143 5,214 0 0 0 Subtotals for structure: 2,409 15,850 0 9,827 9,827 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 0 0 Ductwork: 0 1,127 0 1,601 1,601 Infiltration: Winter CFM: 135.0, Summer CFM: 60.0 168 6,676 2,090 1,384 3,474 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 17,612 Temperature Swing Multiplier: X1.00 Building Load Totals: 23,653 3,010 17,612 20,622 Check Figures Total Building Supply CFM: 801 CFM per square foot: 0.712 Square feet of room area: 1,125 Square feet per ton: 590.223 Building Loads Total heating required with outside air: 23,653 Btuh 23.653 MBH Total sensible gain: 17,612 Btuh 85 % Total latent gain: 3,010 Btuh 15 % Total cooling required with outside air: 20,622 Btuh 1.719 Tons (based on sensible + latent) 1.906 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,October 24,2002 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Single Family Home Neptune Beach,FL 32266-1798 10-24-02 Page 4 System#1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 5,572 5,572 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2" Gypsum(R-0.5) 972 3,936 0 2,153 2,153 16G Ceiling R-30 Insulation 1,126 1,672 0 1,672 1,672 22A Slab on Grade No Edge Insulation 143 5,214 0 0 0 Subtotals for structure: 2,409 15,850 0 9,827 9,827 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 0 0 Ductwork: 0 1,127 0 1,601 1,601 Infiltration:Winter CFM: 135.0, Summer CFM: 60.0 168 6,676 2,090 1,384 3,474 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 17,612 Temperature Swing Multiplier: X1.00 System Load Totals: 23,653 3,010 17,612 20,622 Check Figures Supply CFM: 801 CFM per square foot: 0.712 Square feet of room area: 1,125 Square feet per ton: 590.223 System Loads Total heating required with outside air: 23,653 Btuh 23.653 MBH Total sensible gain: 17,612 Btuh 85 % Total latent gain: 3,010 Btuh 15 % Total cooling required with outside air: 20,622 Btuh 1.719 Tons (based on sensible + latent) 1.906 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,October 24,2002 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Single Family Home Neptune Beach,FL 32266-1798 10-24-02 Page 5 Room Load Summary Reports System#1 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Master 181 3,238 42 0-0 0 2,718 647 124 1.00 124 124 Bedroom 2 Bath 154 1,466 19 0-0 0 1,980 75 90 1.00 90 90 1/2,Laun dry 3 Kitchen 112 1,383 18 0-0 0 3,260 112 148 1.20 178 148 4 Dining 100 4,113 53 0-0 0 1,906 435 87 1.25 108 87 5 Living 225 5,392 70 0-0 0 3,208 435 146 1.25 182 146 6 Bedroom 209 5,025 65 0-0 0 2,252 889 102 1.00 102 102 3 7 Bedroom 144 3,036 39 0-0 0 2,288 417 104 1.00 104 104 2 System 1 1125 23,653 307 17,612 3,010 801 889 801 Totals Main Trunk Size: 12x12 in. System #1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.719 85%/15% 17,612 3,010 20,622 Recommended: 1.906 77%/23% 17,612 5,261 22,873 System #1 Equipment Data Heating System Cooling System Thursday,October 24,2002 i :Jo russ russ ype ty y o e: ipA434Q91 CJO1 ROOF TRUSS 8 1 (optional)ers first ource,Jacksonville, i e n u tr2CJ, InZRIs Oct 17 ZQC I MiTekIndustries,Tnc. Vved Jan age -2,0-0 1-0-0 2-0-0 1-0-0 Shale — 4.00( ' B 2x4 D CCO A 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.00 B >999 M1120 249/190 TCOL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.08 A-B >319 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a SCOL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 240 Weight: 6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (1b/size) C=-95/Mechanical, B=274/0-3-8, 0=14/Mechanical Max Horz 8=99(load case 2) Max UpliftC=-95(load case 1), B=-477(load case 2) Max Grav C=216(load case 4), B=2740oad case 1), D=14(load case 1) FORCES Vb) -First Load Case Only TOP CHORD A-B=34, B-C=-51 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed lumberto wind. The eplate increase is 2) Provide mechan calconnection (by othe s) oft usstobeariing plate capable of withstanding 95 lb uplift at ` ti �`tt ttt tt�rf�i�h y� joint C and 477 Ib uplift at joint B. ��� A LOAD CASE(S) Standard . ' "s. .Si.EiY1a1��" January 22,200: Job russ russ Type ty y o e: 3 BDRM Hip A434092 CJ03 ROOF TRUSS 8 1 (optional) Builders first ource, Jacksonville, FL., MiTeknut n s Oct I I 20C I IVII I eK Industries, Inc. Wed Ja—n--ZZM:45:10age -2-0-0 3-0-0 2-0-0 3-0-0 Scale = 1: .6 C 4.00 LC N occ B 2x4 - D A aro 3-0-0 r � 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.00 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.14 A-B >191 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCOL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=29/Mechanical, B=282/0-3-8, D=42/Mechanical Max Horz B=149(load case 2) Max UpliftC=-1 24(load case 5), B=-377(load case 2) FORCES pb) -First Load Case Only TOP CHORD A-B=34, B-C=-41 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition It partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) joint C and mechanical connection joint Provide t oters ) of truss to bearing plate capable of withstanding 124 Ib uplift at � �`tRusasiiiitttsrrnfrrf�ie eve; A a LOAD CASE(S) Standard ' January 22,2 Job russ russ ypety y (optional) ABIJAX Model: Hip A434093 CJ05 ROOF TRUSS 8 1 w u ers FirstSource, Jacksonville, i e nut n s ct i e n ustnes, nc. a an age -2-0-0 5-0-0 2-0-0 5-0-0 Scale = 1:1 C 4.00 FTT B A D 2x4 = ao 500 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.03 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.14 A-B >182 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=102/Mechanical, B=347/0-3-8, D=72/Mechanical Max Horz B=200(load case 2) Max UpliftC=-236(load case 5), B=-386(load case 2) FORCES (Ib) -First Load Case Only TOP CHORD A-B=34, B-C=25 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category I1, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 21 Provide at joint C and 386mechanical lb uplift connecat joint at of truss to bearing plate capable of withstanding 236 Ib uplift h,`,��a'`�t{j itt3tstt�ffit��iA LOAD CASEIS) Standard ` �Q, � � ' L Mirrr�t�ysk 19 iMtit",d. January 22,2003 oTruss russ ype ty y o e[-. 3 BDRM Hip A434094 CJ07 ROOF TRUSS 7 1 (optional) ui ers ust ource, ac sones e, i e nut n s ct i e n ustnes, Inc. a an age 2-0-0 7-0-0 2-0-0 7-0-0 Scale :1 1 2x4 11 C 4.00 FTT c B A F E 2x4 II x4 = 5-1-12 i 7-0-0 5-1-12 1-10-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loo) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) 0.20 B-F >410 M1120 249/190 TCOL 7.0 Lumber Increase 1.25 BC 0.33 Vert(TL) -0.19 B-F >428 BCLL 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 D - n!a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defI = 240 Weight: 271b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) D=137/Mechanical, B=423/0-3-8, E=129/Mechanical Max Horz B=294(load case 2) Max UpliftO=-1 24(load case 3), B=-491(load case 2), E=-131(load case 2) FORCES (Ib) -First Load Case Only TOP CHORD A-B=34, B-C=17, C-D=40 BOT CHORD B-F=O, E-F=0 WEBS C-F=-37 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chard dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed �l�ttit�sykteriiiibstl{�fr;�y increaseto wind. The lumber DOL l increase is 2)Provide mechan cal connnnection (by othe s) of t uss tobeariing plate capable of withstanding 124 Ib uplift at joint D, 491 Ib uplift at joint B and 131 lb uplift at joint E. LOAD CASE(S) Standard sss , January 22,2003 Job russ Iruss lype ty Ply HAIIIJAX Model: 3 BID M Hip A434095 CJ07A ROOF TRUSS 1 1 (optional) -Builders FirstSource, Jacksonville, F[—.,79iT`eR-Fndu4ti9e9, In6R1s CFct 17 20C I ryi e n ustnes, nc, a an age -2-0-0 7-0-0 r � 2-0-0 7-0-0 Scale 2x4 11 C 4.00 Ff2 B Li A E x4 5-1-12 7-0-0 5-1-12 1-10-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.02 B-F ' >999 M1120 249/190 TCDL 7,0 Lumber Increase 1.25 BC 0.12 Vert(TL) 0.07 A-B >387 BCLL 10,0 Rep Stress)nor YES WB 0.10 Horz(TL) -0,00 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 27 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) D=3/Mechanical, 8=324/0-3-8, E=-13/Mechanical, F=376/0-3-8 Max Horz B=294(load case 2) Max UpliftD=-15(load case 5), B=-405(load case 4), E=-13(load case 1), F=-335(load case 2) Max Grav D=24(load case 4), 8=324(load case 1), F=376(load case 1) FORCES IN -First Load Case Only TOPCHORD A-B=34, B-C=41, C-D=-30 BOT CHORD B-F=O, E-F=O WEBS C-F=-219 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level using 5.0 psf top chord dead load and 5,0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 t�q�jSi143iltsst�j If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed +t1ti�"�� �xrtfrys to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 Ib uplift at joint D, 405 Ib uplift at joint B, 13 Ib uplift at joint E and 335 Ib uplift at joint F. LOAD CASE(S) Standard }lrFKfr�S>6.1i 4�9SttL4'��`�, January 22,2003 Job russ Truss Type Qty y HASIJAX Model: 3 8Dip A434096 EJ09 ROOF TRUSS 9 1 (optional) ui ers first ource, Jacksonville, FL., MiTeknut n s Oct 17 ZOC 1 M1 I ek Industries, nc. a a-n age -2-0-0 5-1-12 9-0-0 2-0-0 5-1-12 3-10-4 Scale =d: .5 4.00 FTT 2x4 C B d A FE X8 = 3x4 ' 9-0-0 9-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.19 B-F >545 M1120 249/190 TCOL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.29 B-F >365 BCLL 10.0 Rep Stress Incr YES WB 0.14 Horz(TL) -0.01 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 37 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-0-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 0=68/Mechanical, B=501/0-3-8, E=286/Mechanical Max Horz B=3450oad case 2) Max UpliftD=-159(load case 5), B=-540(load case 2), E=-207(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD A-B=34, B-C=-424, C-O=-44 BOT CHORD B-F=380, E-F=0 WEBS C-F=-421 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition It partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed .gyA.)'J.Nilitttttf . to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 xa�tz+ fljy 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 Ib uplift at joint D, 540 Ib uplift at joint B and 207 Ib uplift at joint E. �`�� + . � '•¢j�r�' LOAD CASE(S) Standard . A.TV.,- January .January 22,2003 o russ russ ype ty y 0 e: Hip A434097 EJ09A ROOF TRUSS 1 1 (optional) w ers first ource, ac sonvi e, i e nut n s ct 17 20CI Mi e n ustnes, nc, a an age -2-0-0 5-1-12 9-0-0 2-0-0 5-1-12 3-10-4 Scale = 101 4 4.00 12 2x4 I C B A E x4 = II 5-1-12 9.0-0 5-1-12 3-10-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.01 B-F >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 SC 0.10 Vert(TL) 0.07 A-S >359 SCLL 10.0 Rep Stress Incr YES WB 0.11 Horz(TL) -0.00 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min 1/deft = 240 Weight: 33 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 'D=73/Mechanical, B=319/0-3-8, E=39/Mechanical, F=425/0-3-8 Max Horz B=345(load case 2) Max UpliftD=-151(load case 5), B=-38.7(load case 4), F=-401(load case 3) FORCES (lb) -First Load Case Only TOPCHORD A-B=34, B-C=46, C-D=-42 BOT CHORD S-F=O, E-F=0 WEBS C-F=-271 NOTES 11 This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed +�tit+a�tf31)ti)3srr�,r� to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 A' C'S GS A `rry 2) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 151 Ib uplift `. }► trF/f at joint D, 387 lb uplift at joint B and 401 Ib uplift at joint F. LOAD CASE(S) Standard evil January 22,2003 oI russ I russ I ype ty y o e: Hip A434098 J38706 HJ09 ROOF TRUSS 3 1 (optional) ui ers ust ource, ac sonvi e, a nut , n s ct + e n ustnes, nc. a an age 2-9-15 7-3-5 9-0-0 12-8-12 2-9-15 7-3-5 1-8-11 3-8-12 Scale = 1:26.5 E 2.83 3x4 y � 0 3x4 ; C 1n B dA 3x6 = H G F 2x4 II 3x4 4x6 - Simpson SUR/1-26 0 Q-1 7-3-5 9-0-0 -- 12-8-12 — 0-0-1 7-3-4 1-8-11 3-8-12 Plate sets - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.08 H >999 M1120 249/190 TCOL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TL) 0.22 A-B >170 BCLL 10.0 Rep Stress Incr NO WB 0.42 Horz(TL) -0.02 E n/a BCOL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 671b LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 4-9-9 oc purlins. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 6-7-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) E=246/Mechanical, B=741/0-4-15, F=851/Mechanical Max Horz B=547(load case 2) Max UpliftE=-455(load case 3), B=-805(load case 2), F=-675(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B=38, B-C=-1649, C-D=-1220, D-E=42 BOT CHORD B-H=1577, G-H=1577, F-G=1166 WEBS C-H=166, C-G=-571, D-G=592, D-F=-1361 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition Il partially enclosed building, with exposure C ASCE 7-98 per FBC2001 S`.ki131011sprr rr��rr� If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed 0 to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 455 Ib uplift �� . krrg "�f at joint E, 805 Ib uplift at joint B and 675 Ib uplift at joint F. _ LOAD CASE(S) Standard a i 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 r! 4 = Y Uniform Loads (plf) Vert:A-8=-54.0 Trapezoidal Loads(plf) Vert: B=-2.8-to-E=-171.8, B=-O.O-to-F=-95.5 rill' iYt>i'< January 22,2003 Job russ russ ype ty Y o e: ip A434099 HJ09A ROOF TRUSS 1 (optio w ers first ource, ac sonvte, a ov MiTek n ustrie -1M.1.1 Wed Jan age I 2-9-15 7-3-5 9-0-0 12-8-12 2.9-15 7-3-5 1-8-11 3-8-12 Scale = 1:25.7 5 2.83 0 3x4 3x4 : 4 3 2 LJ1 8 76 3x6 )I 3x4 = 4x6 - 7-3-5 9-0-0 12-8-12 7-3-5 1-8-11 3-8-12 Plate Offsets 12:0-4-15,0-0- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) -0.01 2-9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 SC 0.16 Vert(TL) 0.26 1-2 >141 BCLL 10.0 Rep Stress Incr NO WB 0.22 Horz(TL) -0.00 6 n/a SCOL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 67 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. ]P] BOT CHORD 2 X 6 SYP No.I D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 5=247/Mechanical, 2=335/0-4-15, 6=300/Mechanical, 9=96710-4-15 Max Horz 2=547(load case 2) Max Uplift5=-455(load case 3), 2=-471(load case 4), 6=-221(load case 5), 9=-805(load case 2) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=38, 2-3=82, 3-4=-304, 4-5=42 BOT CHORD 2-9=-27, 8-9=-27, 7-8=269, 6-7=0 WEBS 3-9=-712, 3-8=412, 4-8=-135, 4-7=-314 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 �ctjai°t;;ti�ts��EffiFf�r P 9 Y P Y 9�, P P 1sN If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed -0, A to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ` bq 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 455 Ib uplift _ at joint 5, 471 Ib uplift at joint 2, 221 Ib uplift at joint 6 and 805 Ib uplift at joint 9. -Z" LOAD CASEIS) Standard ` R . 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-2=-54.0 Trapezoidal Loads(plf) Vert: 2=-2.8-to-5=-171.8, 2=0.0-to-6=-95.5 January 22,2003 Job russ I russ 1 ype ty y o e: DRM Hip A434100 T01 ROOF TRUSS 2 2 (optional) –guilders first ource, Jacksonville, a ov16 20C U Mi I ek Industries, Inc. a an 3 Page -2-0-0 4-6-0 9-0-0 16-0-0 20-6-0 25.0-0 27-0-0 2-0.0 4-6.0 4-6-0 7-0-0 4.6-0 4-6-0 2-0-0 Scale: 1/4"=1' 4x6 - 3x4 = 4x6 4.00 1 Z 4 5 6 3x4 3x4 3 7 Ln 2 8 1 9 . 4x10 - 14 13 12 11 10 4x10 - 3x6 8x 10 6x8 8X10 3x6 )) 4-6-0 20-6-0 25-0-0 4-6-0 16-0-0 4-6-0 Plate Offsets - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC, 0.58 Vert(LL) 0.39 11-13 >756 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.33 11-13 >885 BCLL 10.0 Rep Stress Incr NO WB 0.30 Horz(TL) -0.06 8 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 315 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-6 oc purlins. ]P] BOT CHORD 2 X 8 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 7-8-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2851/0-3-8, 8=2852/0-3-8 Max Horz 2=159(load case 4) Max Uplift2=-2830(load case 2), 8=-2831(load case 3) FORCES (lb) -First Load Case Only TOP CHORD 1-2=41, 2-3=-7606, 3-4=-7751, 4-5=-7425, 5-6=-7427, 6-7=-7753, 7-8=-7609, 8-9=41 BOT CHORD 2-14=7214, 13-14=7214, 12-13=7583, 11-12=7583, 10-11=7218, 8-10=7218 WEBS 3-13=120, 4-13=1889, 5-11=-206, 6-11=1888, 7-11 =118, 3-14=-403, 7-10=-405, 5-13=-208 NOTES 1) This truss has been checked for unbalanced loading conditions. 11��tya�:t��3;tissp�jj��j�7f� 2) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FSC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 x. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2830 Ib uplift at joint 2 and 2831 Ib uplift at joint 8. j 5) 2-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4- 1 row at 0-9-0 oc. •� Bottom chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. January 22,2003 LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 Job russ russ ype ty y o e: 3 BDHM Hip A434100 T01 ROOF TRUSS 2 (optional) -S-uilders FirstSource,- ac sonvi e, a ov 16 20C 0 Mi e n ustnes,Tn-F-W-eff Jan age LOAD CASEIS) Uniform Loads (plf) Vert: 1-4=-54.0, 4-6=-88.0, 6-9=-54.0, 2-13=-30.0, 11-13=-173.0, 8-11 =-30.0 Concentrated Loads(lb) Vert: 4=-246.0 6=-246.0 13=-851.0 11 =-851.0 2) Wind Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(plf) Vert: 1-2=99.5, 2-4=91.4, 4-6=124.3, 6-8=66.6, 8-9=32.1, 2-13=-10.0, 11-13=128.6, 8-11=-10.0 Horz: 1-2=-109.5, 2-4=-101.4, 6-8=76.6, 8-9=42.1 Drag: 4-5=-0.1, 5-6=0.1 Concentrated Loads(Ib) Vert: 4=238.4 6=238.4 13=824.6 11=824.6 3) Wind Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32.1, 2-4=65.6, 4-6=124.3, 6-8=91.4, 8-9=99.5, 2-13=-10.0, 11-13=123.6, 8-1 1=-10.0 Horz: 1-2=-42.1, 2-4=-76.6, 6-8=101.4, 8-9=109.5 Drag: 4-5=-0.1, 5-6=0.1 Concentrated Loads(lb) Vert: 4=238.4 6=238.4 13=824.6 11=824.6 4) 1 st Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(plf) Vert: 1-2=99.5, 2-4=91.4, 4-6=124.3, 6-8=57.6, 8-9=23.2, 2-13=-10.0, 11-13=128.6, 8-11=-10.0 Horz: 1-2=-109.5, 2-4=-101.4, 6-8=67.6, 8-9=33.2 Drag: 4-5=-0,1, 5-6=0.1 Concentrated Loads(Ib) Vert: 4=238.4 6=238.4 13=824.6 11 =824.6 5) 2nd Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(plf) Vert: 1-2=23.2, 2-4=57.6, 4-6=90.5, 6-8=91.4, 8-9=99.5, 2-13=-10.0, 11-13=128.6, 8-11=-10.0 Horz: 1-2=-33.2, 2-4=-67.6, 6-8=101.4, 8-9=109.5 Drag: 4-5=-0.1, 5-6=0.1 Concentrated Loads(Ib) Vert: 4=238.4 6=238.4 13=824.6 11=824.6 6) 1 st unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-4=-54.0, 4-6=-88.0, 6-9=-14.0, 2-13=-30.0, 11-13=-173.0,8-11 =-30.0 Concentrated Loads 0b) Vert: 4=-246.0 6=-246.0 13=-851.0 11=-851.0 7) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-14.0, 4-6=-88.0, 6-9=-54.0, 2-13=-30.0, 11-13=-173.0, 8-11 =-30.0 Concentrated Loads(lb) Vert: 4=-246.0 6=-246.013=-851.0 11=-851.0 o russ russ yp Qty Ply HABIJAX Mode: 3 BORM Hip T02 ROOF TRUSS 2 1 A434 (optional) w ers first ource, ac sonvie, MiTek nut n s ct i e n ustnes, Inc. a an agE -2-0-0 5-6-0 11-0-0 14-0-0 19-6-0 25-0-0 27-0-0 2-0-0 5-6-0 5-6-0 3-0-0 5-6-0 5-6-0 2-0-0 Scale = 1: 5x6 - 4x10 = 4.00� 0 E 3x4 3x4 in C F B G u ;i A H' O C 3x6 M L K J I 3x6 = 2x4 II 3x4 = 3x4 2x4 II 4x10 5-6-0 19-6-0 25-0.0 5-6-0 14-0-0 5-6.0 ate sets [E:0-5--8,0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0,25 L-M >999 M1120 249/' TCDL" 7.0 Lumber Increase 1.25 SC 0.49 Vert(TL) -0.25 1-1 >999 BCLL 10,0 Rep Stress Incr YES WB 0.42 Horz(TL) -0.08 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 120 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-11-14 oc purlins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1156/0-3-8, G=115610-3-8 Max Horz B.=175(load case 4) Max UpliftB=-1165(load case 2), G=-1165(load case 3) FORCES (lb) -First Load Case Only TOPCHORD A-B=34, B-C=-2531, C-D=-1844, D-E=-1717, E-F=-1842, F-G=-2532, G-H=34 BOT CHORD B-M=2347, L-M=2347, K-L=1715, J-K=1715, I-J=2347, G-1=2347 WEBS C-L=-677, D-L=340, E-J=340, F-J=-680, C-M=162, F-I=163, E-L=3 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an �111si'aj�=»�.�r{F occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 �� � A. If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed * + + to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1165 Ib uplifts at joint B and 1165 Ib uplift at joint G. LOAD CASE(S) Standard January. Job russ Iruss lype Qty y o e: BDRM ip A434102 T03 ROOF TRUSS 12 1 (optional) w ers FirstSource, Jacksonville, FL., MiTekn u t n s Oct 17 ZOC I MiTekIndustries, Inc. Wed Jan age -2-0-0 6-6-14 12-6-0 18-5-2 25-0-0 27-0-0 2.0-0 6-6-14 5.11-2 5-11-2 6-6-14 2-0-0 Scale: 1/4"=1' 5x6 — D 4.00 FTT 2x4 2x4 C E �n B F LO c�lA 94= G] o 3x6 - J I H 3x6 - 3x4 = 3x4 = 3x4 - 8-6-9 16-5-7 25-0-0 8-6-9 7-10-13 8-6-9 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.24 H-J >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.29 B-J >999 BCLL 10.0 Rep Stress Incr YES WB 0.32 Horz(TL) -0.07 F n/a SCOL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 108 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 3-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1156/0-3-8, F=1156/0-3-8 Max Horz B=192(load case 4) Max Up(iftB=-1145(load case 2), F=-1145(load case 3) FORCES (lb) -First Load Case Only TOPCHORD A-B=34, B-C=-2408, C-D=-2152, D-E=-2152, E-F=-2408, F-G=34 BOT CHORD S-J=2229, I-J=1518, H-1=1518, F-H=2229 WEBS C-J=-343, D-J=691, D-H=691, E-H=-343 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition Il partially enclosed building, with exposure C ASCE 7-98 per FBC2001014>turrr If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed fnprr,E to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1145 Ib uplift at joint B and 1145 Ib uplift at joint F. , ! , LOAD CASE(S) Standard >.rfi4+ �jgttiSSt�' January 22,2003 f'�.�•L`J 1"J J� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD .� _ ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025074 Date 6/20/03 Property Address . . . . . . 1103 CORNELL LN Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BEACHES HABITAT P.O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-1222 (904) 241-1222 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT <'- / Additional desc Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. "Y. BU I LDING OFFICIAL CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT � TO THE CHIEF ELECTRICAL INSPECTOR DATE:-(i, " 6 200 y IMPORTANT NOTICE: 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 PL SPECIFICATIONS,WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRIC REGULATIONS,C S AND C Y TLANTIC BEACH O QLNANCES. c ELECTRICAL FIRM: MA ER ELECTRICIAN SIGNATURE: OWNERS NAME: ADDRESS: l03 (j IRP C RFD BOX_ BLDG. SIZE BETWEEN: RES.fA APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NEW INCREASE REPAIR( CONDUCTOR SIZE AMPS: COPPER ALUM. FEES SWITCHORBREAKER ISLO AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. I OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE_ PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA NO. I KVA NO.NEON TRANSF. NO I VA I MAJ MOTOR SIZE I SWITCH ] FLASHERS EACH SIGN #. E CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 ' INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026047 Date 5/13/03 Property Address . . . . . . 1103 CORNELL LN Tenant nbr, name . . . . . . HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD. NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ---------------- - ---------- ---------- ------- --- ---------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL ac� o� 7 CITY OF ATLANTIC BEACH �7 MECHANICAL PERMIT APPLICATION Date: - 1,7_o 7 Owner Of Property: �� �c�� 3 ���i3 1"a T" Job Address: J/O rr L L.-,c/y P'Contractor: 1 ci,C aCr , 64n-(f- In 4n-(f- 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 pians and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and smndards of good practice listed therein. III. GENERAL INFORMATION t Type of heating tiuef: B. ,9 Electric IS OTHER CONSTRUCTION BEING DONE ON THIS Gas: ,LP Natural _Central Utility BUILDING OR SITE? 'rE� 3 Oil D Other-Specify IF YES,GIVE NUMBER OF CONSTRU ON PER Mrr O 7 !V. �IECH ANICAL EQUIPYIENT TU BE NATURE OF WORK k Residential or Commercial INSTALLED New Building (Provide complete list of components on back of this form) U Existing Building Heat _Space _Recessed XCentrat0 Replacement of existing system :fir Conditioning: Room C X New Installation(No system previously installed) M Duct System: Material Thickness Q Extension of add-cm to existing system Masittutm capacityti Cl efra © Other-Specify Cl Refrigeration D Cooling tower. Capacity ri n • Fire sprinklers: Number of treads THIS SPACE FOR OFFICE USE ONLY 0 Elevator: _ Manlift Escalator Number) (Received) a Gasoline pumps (Number) • Tanks (Number) Remarks D LPG containers (Number) d Unfired pressure vessel permit Approved by Date O Boilers O Other-Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency �✓ '/7 LJ✓�'J i7.a� ''.�i /✓ HEATING-FLjRNiACES.BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving (BTU) A /% •g 0.2 j 74yr .1 05 14 Zi TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 5eminek Road a Atlantic Beach,Florida 3'..233-54 5 Phone:(NW)247-5800+Fal:(904)247-5845• httasr/www.cl.atiantic-bearh.lt.us 1114103 x a PERMIT WORKSHEET JOB ADDRESSTYPE WORKW-W 5t0 )C Af�6k PROPERTY OWNER �l`[����� TELEPHONE QQ4- �hC�"1� CONTRACTORI �b i'04 TELEPHONE `'tU4- 0'-A (' 1 2-Z--L- PERMIT NUMBER Q DATE ISSUED 2- INSPECTIONS: FOOTING SLAB 1 0 3 TIE BEAM LINTEL NAILINGISHEATHING 1- 17-0? FRAMING/COVER UPtv),3 v INSULATION (s-AS-c �5 FINAL BUILDING ) 011 Q J CERTIFICATE OF OCCUPANC ?- TREE PERMIT ISSUED? PE MIT NUMBER ELECTRICAL PERMIT NUMBER . -. sr, rH DATE COPY SENT TO JEA TEMPORARY POLE PERMIT NUMBER DATE COPY SENT TO JEA TEMPORARY POWER LETTER RECEIVED? YES NO INSPECTIONS: ROUGH ELECTRIC RELEASED TO JEA TEMP. POWER RELEASED TO JEA TEMP. POLEtELEASED TO JEA vDJ FINAL © 47- 1 Q--3 MECHANICAL PERMIT NUMBER j s ct,4 INSPECTIONS: ROUGH FINAL 'S I PLUMBING PERMIT NUMBER a 5 C)'7 4 INSPECTIONS: ROUGHIUNDERSLAB 3 ./ 5 . 03 TOPOUT .z WATERISEWER FINAL JSJ DRAINAGE INSPECTION POOL PERMIT NUMBER INSPECTIONS: STEEL FINAL ROOFING PERMIT NUMBER INSPECTIONS: NAILINGISHEATHING FINAL FAILED INSPECTIONS: DATE PD. DATE PD. CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be submitted with seven (7) copies and received by 5 PM on the Friday ten 10 days prior to the scheduled meeting in order to be placed on theagenda. *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. APPLICANT NAME ADDRESS TELEPHONE 2. i 0 3 C.t r-n, -t 1 L,+i e, ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: �` E v 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES NOT SURE 5. PROPERTY ZONING: DENTIA L COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER MITIGATION OFFICE USE ONLY INT.. EXT. c*e, 26 jr *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks.