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71 W 9th St (vault) t, PERMIT WORKSHEET certificate of Occupancy Job Address: ,7 i L� �+ Type Work: L- Property Owner: Phone # '7v© R --C, doYYI� �.N vGS� -C- Contractor: Phone # _ �5 7y _ ) Permit#: ,� Date Issued: �- Building Inspections: Footing Slab sz• zq Tie Beam Lintel Nailing / Sheathing /,a 3- q Framing / Cover Up ,I-7-oq Insulation Z t q -d Final Building 3q. 0 Tree Permit# YES NO Electrical Permit# Date / Copy to Ll J EA Temp, Pole Permit# Date / Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric L Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final r'6-6 ,0 Released to JEA Mechanical Permit# 03 - "2 q3'L! Inspections: Rough C Final 3 Plumbing Permit# 0 -.,1-73q Inspections: Rough / Underslab Topout Water/ Sewer Final g O Drainage Inspection: �— Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing / Sheathing Final Fire Inspection: Failed Inspections: _ Date Paid: �— 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: Home Investors W 4th St Builder: Home Investors Address: W 4th St Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Jurisdiction Number: Climate Zone. North F1. 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: 10.00 _ 4. Number of Bedrooms 3 - b. N/A - 5. Is this a worst case? No - - 6. Conditioned floor area(ft2) 1234 ft2 c_ N/A - 7. Glass area&type Single Pane Double Pane a. Clear glass,default U-factor 0.0 ft2 145.0 ft= - 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:7.30 _ 8. Floor types _ b.N/A - a. Slab-On-Grade Edge Insulation R=0.0, 147.0(p)ft b.N/A - c. N/A - c. N/A - 9. Wall types - 14. Hot water systems a. Frame,Wood,Exterior R=11.0,826.0 ft2 - a. Electric Resistance Cap:50.0 gallons _ b. Frame,Wood,Adjacent R=11.0, 165.0 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, 1256.0 ft2DHP-Dedicated heat pump) b. Under Attic R=19.0, 18.0 ft2 - 15. HVAC credits - 1: c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts - HF-Whole house fan, a. Sup:Unc. Ret:Unc. AH(Sealed):Garage Sup.R=6.0, 125.0 ft - PT-Programmable Thermostat, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as-built points: 20765 PASS Total baseoints: 21140 � I I hereby certify that the plans and specifications covered Review of the plans and -C-AE sr by this calculation are in compliance with the Florida specifications covered by this o4 = aT�° Energy Code. calculation indicates compliance T with the Florida Energy Code. '« o PREPARED BY: ���`1� Before construction is completed p SNI,, a DATE: building will be inspected for ompliance with Section 553.908 ~�, 5� hereby certify that this building, s design d, is i compliance with the Florid rgy Code Florida Statutes. °D,wt OWNER/AGENT: ,/ BUILDING OFFICIAL: DATE: ` I DATE: - - EnergyGauge®(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: W 4th St, Atlantic Beach, FI, 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 1234.0 20.04 4451.3 Double,Clear S 5.0 6.0 17.0 35.87 0.55 332.4 Double,Clear E 1.5 6.0 13.0 42.06 0.91 499.1 Double,Clear E 1 5 6.0 39.0 42.06 0.91 1497.3 Double,Clear N 1.5 6.0 14.0 19.20 0.94 2523 Double, Clear N 1.5 6.0 6.0 19.20 0.94 108.1 Double, Clear W 1.5 6.0 26.0 38.52 0.91 914.8 Double, Clear W 1.5 6.0 30.0 38.52 0.91 1055.6 As-Built Total: 145.0 4659.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 165.0 0.70 115.5 Frame,Wood, Exterior 11.0 826.0 1.70 1404.2 Exterior 826.0 1.70 1404.2 Frame,Wood,Adjacent 11.0 165.0 0.70 115.5 Base Total: 991.0 1519.7 As-Built Total: 991.0 1519.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 21.0 6.10 128.1 Exterior 21.0 6.10 128.1 Adjacent Wood 19.0 2.40 456 Base Total: 40.0 173.7 As-Built Total: 40.0 173.7 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1234.0 1.73 2134.8 Under Attic 30.0 1256.0 1 73 X 1.00 2172.9 Under Attic 19.0 18.0 2.34 X 1.00 42.1 Base Total: 1234.0 2134.8 As-Built Total: 1274.0 2215.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 147.0(p) -37.0 -5439.0 Slab-On-Grade Edge Insulation 0.0 147.0(p -41.20 -6056.4 Raised 0.0 0.00 0.0 Base Total: -5439.0 As-Built Total: 147.0 -6056.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 1234.0 10.21 12599,1 1234.0 10.21 12599.1 EnergyGaugeg)DCA Form 60OA-2001 EnergyGauge(V17laRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: W 4th St,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Summer Base Points: 15439.6 Summer As-Built Points: 15110.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 15110.8 1.000 (1.090 x 1.147 x 0.95) 0.341 1.000 6125.4 15439.6 0.4266 6586.6 1 15110.8 1.00 1.188 0.341 1.000 6125.4 EnergyGauge'" DCA Form 600A-2001 EnergyGaugeV/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: W 4th St,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1234.0 12.74 2829.8 Double, Clear S 5.0 6.0 17.0 13.30 2.46 555.1 Double, Clear E 1.5 6.0 13.0 18.79 1.04 253.0 Double, Clear E 1.5 6.0 39.0 18.79 1.04 758.9 Double, Clear N 1.5 6.0 14.0 24.58 1.00 344.9 Double,Clear N 1.5 6.0 6.0 24.58 1 00 147.8 Double,Clear W 1.5 6.0 26.0 20.73 1.02 551.6 Double,Clear W 1.5 6.0 30.0 20.73 1.02 636.4 As-Built Total: 145.0 3247.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 165.0 3.60 594.0 Frame,Wood, Exterior 11.0 826.0 3.70 3056.2 Exterior 826.0 3.70 3056.2 Frame,Wood,Adjacent 11.0 165.0 3.60 594.0 Base Total: 991.0 3650.2 As-Built Total: 991.0 3650.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 21.0 12.30 258.3 Exterior 21.0 12.30 258.3 Adjacent Wood 19.0 11.50 218.5 Base Total: 40.0 476.8 As-Built Total: 40.0 476.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1234.0 2.05 2529.7 Under Attic 30.0 1256.0 2.05 X 1.00 2574.8 Under Attic 19.0 18.0 2.70 X 1.00 48.6 Base Total: 1234.0 2529.7 As-Built Total: 1274.0 2623.4 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 147.0(p) 8.9 1308.3 Slab-On-Grade Edge Insulation 0.0 147.0(p 18.80 2763.6 Raised 0.0 0.00 0.0 Base Total: 1308.3 As-Built Total: 147.0 2763.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1234,0 -0.59 -728.1 1234.0 -0.59 -728.1 EnergyGauge&DCA Form 600A-2001 EnergyGauge(D/FlaRES'2001 FLRCPB v3 30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: W 4th St, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Winter Base Points: 10066.7 Winter As-Built Points: 12033.7 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) 12033-7 1.000 (1.069 x 1.169 x 0.95) 0.467 1.000 6673.4 10066.7 0.6274 6315.9 1 12033.7 1.00 1.187 0.467 1.000 6673.4 EnergyGaugeTM DCA Form 600A-2D01 EnergyGaugelD/RaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS. W 4th St,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 3 2746.00 82380 50.0 0.91 3 1.00 2655.47 1.00 7966.4 As-Built Total: 7966.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 6587 6316 8238 21140 6125 6673 7966 20765 PASS 0,,,IM STglFo.n I4Ir `"I f OD WT, EnergyGaugeTll DCA Form 60OA-2001 EnergyGaugeV/PaREST001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: W 4th St,Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST -- _..._._. --- ------ -- - ----.. - -------- COMPONENTS SECTION_ _ REQUIREMENTS FOR EACH PRACTICE CHECK - --- CHE Exterior Windows&Doors 606.1.ABC 1 1 Maximum:.3 cfm/sq.ft_window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC 1.2.1 ;Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall, foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. _ Floors !606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the-Perimeter penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits, chimneys,cabinets sealed to continuous air barrier,gaps in gyp board&top plate; i attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed-at the perimett p er,aenetrations and seams. Recessed Lighting Fixtures ;606A.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-sto Houses 606.1_ABC.1.2_5. Air barrier on perimeter of floor cavity between floors rY -- - —— - ---------. _ 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 imust.be met or exceeded.by-all_residences.- _ COMPONENTS _ SECTION REQUIREMENTSCHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or cieady marked circuit !_breaker(electric)or cutoff(gas)must be rovided-_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°h. 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. EnergyGauge'll DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =82.8 The higher the score,the more efficient the home. W 4th St, Atlantic Beach, FI, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:30.0 kBlu/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? No 6. Conditioned floor area(ft') 1234 ft' e. N/A _ 7. Glass area&type Single Pane Double Pane _ a. Clear-single pane 0.0 ft' 145.0 ft' _ 13. Heating systems b. Clear-double pane 0.0112 0.0 ft' _ a. Electric Heat Pump Cap:30.0 kBtu/hr c. Tint/other SHGC-single pane 0.0 ft' 0.0 ft' _ HSPF:7.30 _ d. Tint/other SHGC-double pane b.N/A _ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 147.0(p)ft _ c. N/A _ b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0,826.0 W _ EF:0.91 _ b. Frame,Wood,Adjacent R=l 1.0, 165.0 W _ 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, 1256.0 W _ 15. HVAC credits _ b. Under Attic R=19.0,18.0 ft' _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup: Unc. Ret:Unc. AH(Sealed):Garage Sup.R=6.0,125.0 ft _ MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) oQTlas S A in this home before final inspection. Otherwise,a new EPL Display Card will be completed �y ,y _ O,t based on installed Code co iant fe es. Builder Signature: Date: .Z d Address of New Home: (.�J S� City/FL Zip: G � �coD wE'�`��- *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater(or 86,for a US EPA/DOE EnergyStar`Mdesignation), your home may qualijy.for energy efficiency mortgage(EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu,for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of'Community Affairs at 8501487-1824. EnergyGauge®(Version: FLRCPB v3.30) RIGHT-J BUILDING ANALYSIS REPORT Entire House Energy Design Systems Job: 11130103 1065 Oak Vale Rd,JacksonAle,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignCycomeast net Project For: Home Investors W 4th St,Atlantic Beach, FI Design information Htg Clg Infiltration Outside db(°F) 39 92 Method Simplified Inside db(°F) 72 72 Construction quality Average Design TD(°F) 33 20 Fireplaces 0 Daily range - L Inside humidity(%) - 50 Moisture difference(grAb) - 65 VV05 rs Component Btuh/ft' Btuh % of load Walls 3.0 2943 15.3 Windows 23.9 3469 18.0 Doors 15.2 607 3.2 Ceilings 1.1 1399 7.3 Floors 26.7 3929 20.4 Doom Infiltration 32.3 5985 31.1 Cei1n� Ducts 917 4.8 ` Total 19249 100.0 as e Component Btuh/if Btuh %of load Walls 2.5 2462 12.5 a"` Windows 59.8 8669 44.1 Doors 12.7 508 2.6 ` Ceilings 1.6 2035 10.3 Floors 0.0 0 0.0 Infiltration 9.8 1813 9.2 Ducts 1789 9.1 Internal gains 2400 12.2 Doom Total 19676 100.0 Cooling at 81 %SHR =2.0 ton Cooling arc flow=478 cfm/ton Cooling at 70 %SHR=2.3 ton Cooling at 400 cfm/ton=2.4 ton Overall U-Value =0.144 Btuh/ft2-°F Data entries checked. wreghtSoft Right-Suite Residential-5.0.56 RSR29784 2003-Dec-01 D9 29:27 a C:\Documents and Settingslcustomer\My Documents\WnghtsoMW 4th St Atl Bch.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House Energy Design Systems Job: 11/30103 1055 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-2875339 Fax 904-287-1258 Email:energydesignQcomcast.net Proiect Informatioti For: Home Investors W 4th St,Atlantic Beach, FI Notes: Design ! ! 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 19249 Btuh Structure 19676 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 19249 Btuh Use mfq. data n Rate/swing multiplier 0.97 Infiltration Total sens, equip. load 19085 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 920 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3617 Btuh Area (ftp) 1234 1234 Total latent equip. load 4537 Btuh Volume (fP) 9872 9872 Air changes/hour 1.00 0.50 Total equipment load 23622 Btuh Equiv.AVF (cfm) 165 82 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47'F Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 941 cfm Actual cooling fan 941 cfm Heating air flow factor 0.049 cfm/Btuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 81 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ^e VV "lUHtSOft Right-Suite Residential—5.0.66 RSR29784 2003-Dec-01 09.29.27 R C\Documents and Settings\customer\My Documents\Wnghtsoft\W 4th St Atl Bch.rsr Page 1 ANCHOR ENGINEERING, INC. CIVIL ENGINEERS- LAND PLANNERS 4000-11 ST.JOHNS AVENUE JACKSONVILLE,FLORIDA 32205 DATE: (904)388-1259 COMP DY: ✓/J.3 ) �/ � CHK BY:/�✓l-3 PROJECT: Gc%ESr 5� ri<�/=r - /6 6- FT `- SHEET NO. Lo> 2 _ _ /..3GpCk 77 ALL ENGINEERING PERFORMED IN ACCORDANCE WITH ASCE 7.98 AND FLORIDA BUILDING CODE 2001,WIND LOADS, EXPOSURE B, R-3 DWELLING, IMPORTANCE FACTOR 1.0 MEAN ROOF HEIGHT 30 FEET OR LESS, 120 MPH WIND VELOCITY, BUILDING ENCLOSED. NOTE: CONTRACTOR AND/OR OWNER TO ASSURE ALL OPENINGS CONFORM TO PARA. 1606.1.4 WINDBORNE DEBRIS REGIO - YES / O INTERNAL PRESSURE COEFFICIENT = +/-0.18 END ZONE= 10% (LEAST HORZ. DIMENSION) = 10% ( 90F% ) _ -4O /:�, or 40% (EAVE HEIGHT) _ ROOF PITCH = !� : /: = 2(-' •G DEGREES THEREFORE, FROM TABLE 1606.2A TRANSVERSE: HORIZONTAL LOADS: (psf) VERTICAL LOADS: (psf) END ZONE WALLS=&/, 6 END ZONE WINDWARD ROOF = - 27,¢ END ZONE ROOF = - 8 3 END ZONE LEEWARD ROOF INTERIOR WALLS = 2/, / INTERIOR WINDWARD ROOF INTERIOR ROOF = - ¢,6 INTERIOR LEEWARD ROOF WINDWARD OVERHANG END ZONE = - 3d'-O WINDWARD OVERHANG INTERIOR = - So-1 LONGITUDINAL: HORIZONTAL LOADS: (psf) VERTICAL LOADS: (psf) END ZONE WALLS= 22.8 END ZONE WINDWARD ROOF = -27.4 END ZONE ROOF = -11.9 END ZONE LEEWARD ROOF = -15.6 INTERIOR WALLS = 15.1 INTERIOR WINDWARD ROOF = -19.1 INTERIOR ROOF = -7.0 INTERIOR LEEWARD ROOF = -12.1 WINDWARD OVERHANG END ZONE = -38.4 WINDWARD OVERHANG INTERIOR = -30.1 MAXIMUM HORIZONTAL WALL LOADS: (psf) ZONE 1E= Zz .o ZONE 4E = ZONE 1 = /6,6 ZONE 4 = COMPONENT AND CLADDING DESING WIND PRESSURES: Effective Wind Area Interior Zone(psf) End Zone(psf) 0 - 20 sq.ft. 25.9 -28.1 25.9 -34.7 21 - 50 sq.ft. 24.7 -26.9 24.7 -32.4 51 - 100 sq.ft. 23.2 -25.4 23.2 -29.3 101 -200 sq.ft. 22.0 -24.2 22.0 -26.9 �I.1 ANCHOR ENGINEERING, INC. CIVIL ENGINEERS- LAND PLANNERS 4000-11 ST.JOHNS AVENUE JACKSONVILLE,FLORIDA 32205 DATE: (904)388-1259 COMP BY: ✓P.5 � I CNN BY: / /S' PROJECT: E� �STf��<' — �TL��YTi4 ! ' %,' SHEET NO. Z7 LD 7- — 2 va `O :. w Y � t y N :.. . a .... ....... .......... r f N A ff 11 1111111 a � 1 I I � I i � � li I 11 tIl ANCHOR ENGINEERING, INC. CIVIL ENGINEERS -LAND PLANNERS 4000-11 ST.JOHNS AVENUE JACKSONVILLE,FLORIDA 32205 DATE: Ll- (904)388-1259 COMP By. 110,5 �I CHK BY: <7V/—?PROJECT:_ r_"ST �`� STi�i~,c=T -- 'E ',Y 7-jC� SHEET NO. 3 DoT- 2 WIND PERPENDICULAR TO: GAi?mac:E Fig o<vr W WIND LOAD: END ZONE WALL INTERIOR WALL= Z� I`l C7p, END ZONE ROOF = o 1 INTERIOR ROOF = �j WIND LOAD TOTAL= &8O j< //p6? ASSUME 7/16" OSB, 8 d NAILS, 3 " O.C. EDGE, O.C. FIELD, SPF STUDS 16" O.C. WILL RESIST -o1Dy plf THEREFORE, REQUIRED SHEAR WALL LENGTH = /490 lbs / 400 plf= u' FT. LE-,�r Gni?•�cF HAS SHEAR WALL SEGMENTS, # / , # , # , # , # TOTAL SHEAR WALL LENGTH = /6 FT 3 cPFT O.K. (SINGLE(@UtI%aE-SHEATH) -�L.NJ �s9/j�JGh HAS SHEAR WALL SEGMENTS, # Z , #-, #-, #-, # TOTAL SHEAR WALL LENGTH = 20 .,,7- 3,6 Fi' O.K. (SINGLES SHEATH) WIND PERPENDICULAR TO: WIND LOAD: END ZONE WALL = ,3� �; Irt /zs INTERIOR WALL = 2!- �'� /� `/�1 t Z�r.� �0 s END ZONE ROOF = INTERIOR ROOF = !� WIND LOAD TOTAL = ASSUME 7/16" OSB, d NAILS, O.C. EDGE, O.C. FIELD, SPF STUDS 16" O.C. WILL RESIST_ ¢Uo plf THEREFORE, REQUIRED SHEAR WALL LENGTH = C lbs I 400 plf= FT. I' W7- HAS SHEAR WALL SEGMENTS, # 3 , # Q , # , # , # TOTAL SHEAR WALL LENGTH = 4;• 7r7 J/ 6 FT O.K. ,DOUBLE SHEATH) .,� 4 t,— 2''X riV>'i'l1�0�� HAS / SHEAR WALL SEGMENTS, # TOTAL SHEAR WALL LENGTH = /,I' 1Arr O.K. (SINGLE, SHEATH) ANCHOR ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 4000-11 ST.JOHNS AVENUE JACKSONVILLE,FLORIDA 32205 DATE: 14-0 7 (904)388-1259 COMP BY: ✓ S _ CHK BY: <�✓� PROJECT: GJE.�r • ` �.r�/=L.J — �r-G�JiC / ter SHEET NO. 4 Lor - Z WIND PERPENDICULAR TO: W,111r`-ld u-, IN= ; WIND LOAD: END ZONE WALL INTERIOR WALL= ?� `/� �� : END ZONE ROOF = 31S• INTERIOR ROOF = WIND LOAD TOTAL = 3e ASSUME 7/16" OSB, S d NAILS, 3 " O.C. EDGE, O.C. FIELD, SPF STUDS 16" O.C. WILL RESIST 400 plf THEREFORE, REQUIRED SHEAR WALL LENGTH 9j I b s 1 DO p I f= =T FT. Cj`F7 �/U r HAS_�SHEAR WALL SEGMENTS, # 6 , # 7 , # o , # cI , # TOTAL SHEAR WALL LENGTH = 28 ,cr > 3.3 F% O.K. (SINGLE,R SHEATH) �iC9hT �Oi" HAS SHEAR WALL SEGMENTS, # 4) TOTAL SHEAR WALL LENGTH = O.K. (SINGLES SHEATH) WIND PERPENDICULAR TO: 469;?- yip " IN WIND LOAD: END ZONE WALL41.1 j sao INTERIOR WALL = �J, C�= C��/Jz /604 obs END ZONE ROOF = INTERIOR ROOF = ' WIND LOAD TOTAL 0 ¢ z /9e¢ ASSUME 7116" OSB, 8 d NAILS, " O.C. EDGE, /% " O.C. FIELD, SPF STUDS 16" O.C. WILL RESIST 1400 plf THEREFORE, REQUIRED SHEAR WALL LENGTH = A9L? Ibs I plf FT. /Y 7- HAS SHEAR WALL SEGMENTS, # /2 , # /-3 , # , # , # v TOTAL SHEAR WALL LENGTH = 5FT = wFT O.K. (SINGLE,BO SHEATH) l .6) f.9fl HAS 3 SHEAR WALL SEGMENTS, # # / , # /�C� , ll , # TOTAL SHEAR WALL LENGTH = O.K. (SINGLEter &SHEATH) ANCHOR ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 4000- 11 ST. JOHNS AVENUE (904) 388-1259 Calc. By: Page: Chkd. By:_ ',(/3 laato•,�r-. -,�3 Project: Lor _ 2 Shear Wall Segment Overturning Moment & Hold Down Schedule S.W.S. S.W.S. _ Overturning Hold Down S.W.S. No. Wind Load — Length X Height Moment Schedule /.G /6J U1 e </)% r 11;�3 10,¢ 1--?2 /C/)s- ;= �, 71,:r x 7,� Acs u"Qa r) z �y r12 r_ '33& f.6s rig 001- �-i T f f" X C9 z 395 8F� y 33 5' /6j �etri) # ✓ "�4 -r pFi k c '��" .�/7¢ /Z, jz ."c.-', /ter .X` &"Z z 6 Z A6-j (1/J% `;rYriz. .� Note: Other connectors of equal or greater strength may be able to be substituted tip Calculated By: J.P.S. Page UCS 1 Checked BY: R.J.B. Date: 11-14-03 PROJECT: SMALLWOOD LOT-2 WEST 4TH STREET UPLIFT CONNECTOR SCHEDULE Rafter/ Uplift Truss Truss Truss Truss No. (lbs) to Top Plate to Top Plate to Top Plate Cil -339 H-8 Cil -98 NAILED CJ3 -239 H-8 CJ3 -99 NAILED CJ5 -224 H-8 CJ5 -184 NAILED EJ3 -239 H-8 EJ3 -99 NAILED EJ4 -155 LUS-24 EJ4 -69 H-8 EJ7 -266 LSU-26 EJ7 -228 H-8 HJ3 -281 H-8 HJ3 -79 NAILED HJ7 -369 LSU-26 HJ7 -353 H-8 HJ7 -121 NAILED T01 -985 MTS-12 T01 -827 MTS-12 General Note: Other connectors of equal or greater strength may be able to be substituted. Calculated By: J.P.S. Page UCS 2 Checked BY: R.J.B. Date: 11-14-03 PROJECT: SMALLWOOD LOT- 2 WEST 4TH STREET UPLIFT CONNECTOR SCHEDULE Rafter/ Uplift Truss Truss Truss Truss No. lbs to Top Plate to Top Plate to Top Plate T02 -572 H-8 T02 -572 H-8 T03 -413 H-8 T03 -574 H-8 T04 -1517 2 MTS-12 T04 -1219 (2) MTS-12 T05 -802 MTS-12 T05 -802 MTS-12 T06 -798 MTS-12 T06 -797 MTS-12 T07 -802 MTS-12 T07 -802 MTS-12 T08 -669 MTS-12 T08 -777 MTS-12 T09 -685 MTS-12 T09 -741 MTS-12 T10 -719 MTS-12 T10 -733 MTS-12 BOTH ENDS BOTH ENDS T11 -1956 2) MTS-12 2 MTS-12 General Note: Other connectors of equal or greater strength may be able to be substituted. ' 6+j GENERAL NOTES: SHEATHING MATERIALS AND TIE DOWN ANCHORS FOR ALL WOOD FRAMED EXTERIOR AND SHEAR WALLS ** ALL ENGINEERING PERFORMED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001, SECTION 1606 WIND LOADS. WIND VELOCITY=120 MPH INDICATES SHEAR WALL SEGMENT INDICATES SHEAR WALL SEGMENT NUMBER ** - INDICATES LOCATION OF 1/2 INCH THREADED RODS ** ALL SHEATHING SHALL BE MIN. 7/16 inch OSB, 8 d NAILS, 3 inch O.C. EDGE, 12 inch O.C. FIELD ** THREADED RODS TO BE PLACED AT ENDS OF ALL SHEAR WALL SEGMENTS AND SPACED A MAXIMUM OF 6 feet O.C. THROUGH SHEAR WALLS AND LOAD BEARING WALLS AS MARKED (SEE LOCATION ON PLANS) ** THREADED RODS TO BE EMBEDDED IN CONCRETE A MINIMUM OF 6 inches IN MONOLITHIC SLAB AND 10 inches IN STEM WALL AND SECURED WITH SIMPSON STRONG-TIE ADHESIVE EPDXY SYSTEM ** THREADED RODS TO EXTEND THROUGH THE DOUBLE TOP PLATE WITH 3 inch X 3 inch X 1/8 inch WASHER AND NUT. ** IF SPACE BETWEEN THREADED RODS IS GREATER THAN 6 feet FOR OPENINGS, INSTALL THREADED RODS AS ANCHOR BOLTS @ 32" O.C. BETWEEN RODS UNDER OPENINGS AND SIMPSON SPH4 OR 6 ON TOP AND BOTTOM 32" O.C. WITH CS16 COIL STRAPS OVER HEADER AND DOUBLE TOP PLATE AND DOWN 12" BELOW HEADER ON BOTH SIDES OF KING STUDS ** ALL HEADERS TO BE DOUBLE 2 inch X 12 inch WITH 1/2 inch PLYWOOD FLITCH UNLESS OTHERWISE NOTED. 6h a' ROOF SHEATHING MATERIALS AND APPLICATION INSTRUCTIONS ** Sheathing for the roof shall be 15132 inch Exposure I CD plywood, or 7116 inch OSB (oriented strand board) APA (American Plywood Association) approved for roof sheathing, or the equivalent. ** Sheathing joints shall be staggered. ** Maximum spacing of trusses or rafters is 24 inches on center. ** Roof sheathing shall be placed with long dimension perpendicular to framing. ** Staples shall not be used in the installation of roof sheathing. ** Nails shall be 8 d hot-dipped galvanized, or 8 d common, or larger. Nails in roof sheathing shall be spaced NO GREATER THAN 6 inches on center at all supports. However, nails shall be spaced no more than 4 inches on center within 4 feet of gable ends. ** Outlookers shall be placed at a maximum of 24 inches on center. Outlookers shall not create rakes more than 24 inches beyond the end wall. ** Gable end trusses shall have the top chord dropped 3.5 inches for all rakes exceeding 12 inches. ** All joints in the roof sheathing shall be blocked within 4 feet of a gable end. NMN4§66r_ce Project Information for: J59384 Builder: Home Investors Lot : 2-77 West 4th Street Subdivision: ATLANTIC BEACH O er 29,2003 4 County: DUVAL Truss Design Engineer:Lawrence A.Paine,PE Truss Count: 19 Florida License Number:21475 Builders FirstSource,Jacksonville,FL.32244 Design Program: MiTek 2000 4.2 Truss Design Load Information: Gravity: Wind: Building Code:FBC2001 i Roof: 42.0 Wind Standard: ASCE 7-98 Floor: N/A Wind Speed: 120 mph Note: See the individual truss drawings for special loading conditions. z x Engineer of Record: Ronald Joseph Bongiovanni Florida P.E. License No.24255 Address: 4000-11 St. Johns Avenue Jacksonville, FL 32205 Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 i Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1-1995 Section 2.2 f 2.The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. The loads indicated on all referenced girder trusses are consistent with the truss placement plan numbered J59384 provided by Builders First Source-Jacksonville,FL and dated 10-27-2003. Loads applied by non-truss elements and basic load parameters/design criteria are to be reviewed and approved by the Engineer of Record/Building Designer. Otherwise,the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSI/TPI 1-1995. # Truss ID Dwg.# Seal Date 1 CA J1017129 10/29/03 2 CJ3 J1017130 10/29/03 4 EJ3 J1017132 10/29/03 5 EA J1017133 10/29/03 7 ER J1017134 J1017135 10/29/03 8 HJ7 J1017136 10/29/03 9 T01 J1017137 10/29/03 110 T03 J1017139 10 29/03 12 T04 J1017140 10/29/03 13 T05 J1017141 10/29/03 15 T07 J1017143 10 29%03 16 T08 J1017144 10/29/03 18 T010 J 1017146 10 29/03 19 T11 J1017147 10/29/03 c Job Truss Truss Type Clty Ply LOT-2/77 WEST 4th STREET J1017129 J59384 Cil ROOF TRUSS 8 1 optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Wed Oct 29 10:45:24 2003 Page 1 -2_0-0 2-0-0 1-0-0 • 3 Scale:1.5"=1' 6.00 12 2 4 20= • 1• 1-0-0 1-0-0 LOADING(psi) SPACING 2-M CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.00 2 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.06 1-2 >406 BCLL 10.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Udefl=240 Weight:7 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=-98/Mechanical,2=27710-3-8,4=14/Mechanical Max Horz2=102(load case 4) Max Uplift3=-98(load case 1),2=-339(load case 4) Max Grav3=168(load case 4),2=277(load case 1),4=14(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=48,2-3=-73 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 17 ft above ground level,using 5.0 psf top chord dead load and 5.0 psi 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 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 98 Ib uplift at joint 3 and 339 Ib uplift at joint 2. LOAD CASE(S)Standard �y41.8k83Idf.,FX 4, rr .0 1 No.21475 STATE OF ORV October 29,2003 ------------------ ---- --- - Warring-Verf3 design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE $1 Design valid for use only wm with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be 1-taped and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members oMy.Additional temporarybracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing ot.the overall structure is the responsibility of the building designer.For general guidance • regarding fabrication,quality control,storage,delivery,erettion and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 oum Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onoino Drive,Madison,W 153719 Job Truss Truss Type Qty Ply LOT-2/77 WEST 4th STREET ' J1017130 J59384 CJ3 ROOF TRUSS 4 1 o tional Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Wed Oct 29 10:45:24 2003 Page 1 _24)-0 3-0-0 2.0-0 3-0-0 3 Scale=1:12.5 6.00 F12 2 4 2x4= 1 3-0-0 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.00 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.11 1-2 >246 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Vdefl=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) 3=28/Mechanical,2=284/0-3-8,4=42/Mechanical Max Horz2=148(load case 4) Max Uplift3=-99(load case 5),2=-239(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=49,2-3=-58 BOT CHORD 2-4--0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 17 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 11 partially enclosed building,with exposure B 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 99 Ib uplift at joint 3 and 239 Ib uplift at joint 2. LOAD CASE(S)Standard No.2 475 r SATE OFT ft?P;:l�ik1'� October 29,2003 ---- — ---- --- - i� Naming-VsrfF design parameters and READ NOTES ON THS AM INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE Design valid for use only with Wel,connectors.This design is based only upon parameters shown and is for an individual building component to be ' Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer not trusiss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stabildy during construction c the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance -•F regarding fabrication,qualty control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 � � �_ Handing Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onotho Drive,Madison,VVI 53719 _ y Job Truss Truss Type Qty Ply LOT-2/77 WEST 4th STREET ' J1017131 J59384 CJ5 ROOF TRUSS 4 1 o tional Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Wed Oct 29 10:45:24 2003 Page 1 -2-o-0 5-M 2-0-0 5-M 3 Scale=t 16.9 6.00 12 2 4 2x4= 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) -0.03 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.12 1-2 >222 BCLL 10.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st 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(lb/size) 3=102/Mechanical,2=348/0-3-8,4=72/Mechanical Max Horz2=202(load case 5) Max Uplift3=-1 94(load case 5),2=-224(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=49,2-3=35 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 17 it above ground level,using 5.0 psi top chord dead load and 5.0 psi 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 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 184 Ib uplift at joint 3 and 224 Ib uplift at joint 2. LOAD CASE(S)Standard 1�kt,6yVr.8#t6t.�r N0.21475 STATE f'r�'R.f:3> 19t'E October 29,2003 -------------------------------------------------------------------------47-------RE LO----------------------------------------------------- Nardny-Vwry design parameters and READ NOTES ON TMS AND INCLUDED?i REFERENCE PAGE Ml LO BEFORE USE .. $gr _ . Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically.Applicability of design paramenters and proper Incorporation of component is responsibility of building designer not truss B , tlesignev Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibility of the erecta.Additional permanent bracing oi.the ovemn structure is the responsibility of the budding designer.For general guidance -., regarding fabrication,quality contrct,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 F�._ SW.-A. Handling Installing and Bracing Recommendation available horn Truss Plate Institute,583 D'Onohio Drive,Madison,WI 53719 Job Truss Truss Type Qty' Ply LOT-2/77 WEST 4th STREET • J1017132 J59384 EJ3 ROOF TRUSS 8 1 (optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Wed Oct 29 10:45:25 2003 Page 1 -2.0-0 3-041 2-M 3-0-0 3 Scale=1:12.5 6.00 12 2 4 2x4= 1 3-0-0 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.00 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.11 1-2 >246 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Weir=240 Weight:13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 tic purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-00c bracing. REACTIONS(Ib/size) 3=28/Mechanical,2=284/0-3-8,4=42/Mechanical Max Horz2=148(load case 4) Max Uplift3=-99(load case 5),2=-239(load case 4) FORCES(lb)-First Load Case Only TOP CHORD `l-2=49,2-3=-58 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 17 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 FBC2D01 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 99 Ib uplift at joint 3 and 239 Ib uplift at joint 2. LOAD CASE(S) Standard AN .' °=•sir =,I p Ne.21475 . STATE OF !. f1JP.l:ji':t4�� October 29,2003 - - ---------------------------- ---- --- — 1NarNng-Var1r7 daslgAr para .twa and READ NOTES ON T14S AND INCLUDED MITEK REFERENCE PAGE MB-7473 BEFORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be R!Bulftsa Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance �b �c ��e . regarding fabricationbt ,Quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofiio Drive,Madison,W 153719 - Job Truss Truss Type Oty Ply LOT-2/77 WEST 4th STREET ' J1017133 J59384 EJ4 ROOF TRUSS 2 1 (optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Wed Oct 29 10:45:25 2003 Page 1 4-M r 4-M 2 Scale=1:14.0 6.00 12 1 3 2x4= 4-M 2x4 II 4-M LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deflPLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.02 1-3 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.12 Vert(TL) -0.03 1-3 >999 BCLL 10.0 Rep Stress Ina YES WB 0.04 Horz(TL) 0.00 nla BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deo=240 Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 4-8-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 1=184/0-3-8,3=184/Mechanical Max Horz1=164(load case 4) Max Upliftl=-69(load case 4),3=-155(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=44 BOT CHORD 1-3-0 WEBS 2-3=-118 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 17 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 FBC2001 H 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 Ib uplift at joint 1 and 155 Ib uplift at joint 3. LOAD CASE(S)Standard q Y•9 l`I;t d 1 0. t%t .A Wo.21475 STATE �tJ�R.F'3314�� . October 29,2003 Nrdny-V-t7 4ss1yn psrsmsters—d READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MR-7473 BEFORE USE inBu J� Design valid for use only with MiTek connectorsThis design is based only upon parameters shown,and is for an individual building component to be - Install ad and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss desgner.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the rosponsibillity,of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance px: regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,D5B-89 Bracing Specification,and HIB-91 F° S u�FwE wo�y��.+, :9�: H andfing Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onotno Drive,Madison,W 153719 Job Truss Truss Type Qty Ply LOT-2/77 WEST 4th STREET J1017134 J59384 EJ7 ROOF TRUSS 9 1 (optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SRI s Oct 17 2001 MiTek Industries,Inc. Wed Oct 29 10:45:26 2003 Page 1 -2-0-0 7-0-0 2-M 7-M 3 Scale=1:21.3 6.00 F12 2 4 1 2x4= 7-0-0 7-0.0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.11 2-4 >776 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) 0.40 1-2 >67 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:26 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D 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. REACTIONS(Ib/size) 3=164/Mechanical,2=424/0-3-8,4=102/Mechanical Max Horz2=273(load case 5) Max Uplift3=-266(load case 5),2=-228(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=49,2-3--58 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 17 ft above ground level,using 5.0 psf top chard dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category It,condition II partially enclosed building,with exposure B 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 266 Ib uplift at joint 3 and 228 Ib uplift at joint 2. LOAD CASE(S)Standard A`A ori p ESO-21475A. `=4 STATE OF ID Zoftk'D NA.:Ti?4� October 29,2003 --------------------------------------------------------- --- -- A&11Marning-V-Wy design prametrrrs and READ NOTES p--.t- ON. THIS AND INCLUDED MITEK REFHIENCE PAGE IMI-7473 BEFORE USE t Design valid for use only with MTek connectorsThis design is based only upon parameters shown,and is for an Individual building component to be Installed and loaded verfiglly.Applicability of design paramenters and proper incorporation of component is responsibility of budding designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the ' responsibildty of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance -., � tpy{e�e�,yyw�, regarding fabrication,quality control,storage,tleFvery,erection and bracing,consue OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 `"- st So .i6Y kF r-2. Handhng Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onotno Drive,Madison,WI 53719 - t Job Truss , Truss Type Oty Ply LDtional) OT-2/77 WEST 4th STREET J1017135 J59384 HJ3 ROOF TRUSS 2 1 Builders FirStSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Wed Oct 29 10:45:26 2003 Page 1 -2-915 4-2-15 2-915 4-2-15 3 2.4 4.24 12 2 4 2x4= 1 4-2-15 4-2-15 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0-01 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) 0.43 1-2 >86 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 We BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=240 Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 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) 3=13/Mechanical,2=294/0-4-15,4=42/Mechanical Max Horz2=103(load case 2) Max Uplift3=-79(load case 5),2=-281(load case 2) Max Grav3=45(load case 4),2=294(load case 1),4=42(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=50,2-3---38 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 17 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 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 Ib uplift at joint 3 and 281 Ib uplift at joint 2. LOAD CASE(S)Standard 1)Regular.Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:1-2=-54.0 A, . Trapezoidal Loads(plf) Vert 2=-2.8-to-3=-57.3,2=-0-0-to-4=-31.8 " >it ; N0.21475 STATE O 4 SNA' j1 .�' .. JR October 29,2003 ------------- A& -- ---- —- - ---- _ —----- - -- —-- ---------- -- — -- Wrning-Verry design Perrneters gad READ NOTES ON T}RS AND INCLUDED MITEK REFERENCE PAGE MB-7473 BEFORE USE BU. .. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically.Applicability of design paramentem and proper incorporation of component is responsibility of building designer not truss designer.Bradng shown is for lateral support of individual web members only. Additional temporary bracing to insure stability,during construction is the ye�, n:sP--biI ity of the erector.Additional permanent bracing of the overall structure 5 the responsibility of the building designer.For general guidance � � � 'c,)' . regarding fabrication,quality control,storage,de ivery,erection and bracing,consul OST-88 Quality Standard.DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bradng Recommendation available tram Truss Plate Institute,583 D'Onotrio Drive,Madison,WI 53719 - t Job TrussTruss Type Qty Ply LOT-2177 WEST 4th STREET J1017136 J59384 HJ7 ROOF TRUSS 2 1 o tional Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Wed Oct 29 10:45:27 2003 Page 1 -2-9-15 4-7-0 9-10-13 2-9-15 4.7-0 5-3-13 4 • Scale- 4 4 24 F12 2.4 zZ 3 2 X8 Z 6 5 1 3x4= 9-10-13 9-10-13 Plate Offsets MY):: 2:0-3-1 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deo PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) -0.29 2-6 >395 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.45 2-6 >259 BCLL 10.0 Rep Stress Incr NO WB 0.37 Horz(TL) -0.01 5 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:43 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 7-6-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 4=258/Mechanical,2=536/0-4-15,5=388/Mechanical Max Horz2=360(load case 2) Max Uplifl4=-369(load case 5),2=-353(load case 2),5=-121(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=50,2-3---674,3-4=62 BOT CHORD 2-6=643,5-6=0 WEBS 3-6=-671 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 17 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 11 partially enclosed building,with exposure B 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 369 Ib uplift at joint 4,353 Ib uplift at joint 2 and 121 Ib uplift at joint 5. 1y 4.�8 {•3� t IF!,�! LOAD CASE(S)Standard 1)Regular.Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert 1-2=-54.0It Trapezoidal Loads(plf) Vert:2=-2.84o-4=-133.6,2=-0.04o-5=-74.2 STATE oft October 29,2003 _ _ -- --- - A 1Narrdng-Vw"design pararrreters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MMI-7473 BEFORE USE $4 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically.Applicabilily of design paramenters and proper incorporation of component is responsibility of budding designer not truss designer_Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erecta.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance �Yy +' �, regarding falxication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 kR Handling Installing and Bracing Remmmendation available from Truss Plate Institute,583 D'Onoino Drive,Madison,WI 53719 Job TrussTruss Type at y Ply LOT-2177 WEST 4th STREET • J1017137 J59384 T01 SPECIAL 1 1 (optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Wed Oct 29 10:45:28 2003 Page 1 -2-0.0 3-0.0 63-14 9-8-0 12-11-2 164-0 193-0 21-4-0 24)-0 3-" 33-14 3-3-2 3-3-2 33-14 3-0-0 2-0-0 Scale=1:40.0 4x6= 2x4 II 2x4 II 2x4 II 2x4 11 20 11 2x4 11 4.6= 2x4 11 2x4 I I 2x4 11 2x4 11 XB 7 1 = 3x8 4x6= 6.00 12 3 28 4 II x II 6 29 7 n 0 8 2 Io 9 14 13 - 12 11 10 3x8= 3x8= 31i4= 2x4 11 3x8= 2x4 11 3x4= 3-0-0 63-14 9-8-0 12-11-2 163-0 193-0 3-0-0 33-14 3-3-2 3-3-2 33-14 3-0-0 Plate Offsets KYL 2:0-4-12,0-1-8],[8:0-4-12,0-1-81.[15 -3-110-23 17:0-3-11 0-2-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0.30 12 >766 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.35 12 >657 BCLL 10.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.09 8 We BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:131 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D'Except* TOP CHORD Sheathed or 4-1-1 oc purlins. Except 15-16 2 X 4 SYP No.3,16-17 2 X 4 SYP No.3 2-8-0 oc bracing:3-7 BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-3-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS(lb/size) 2=1439/0-3-8,8=1439/0-3-8 Max Horz2=90(load case 4) Max Uplift2=-985(load case 4),8=-827(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=49,2-3=-2491,3-28=-2244,4-28=-2244,4-5=3401,5-6=-4401,6-29=-2244,7-29=-2244,7-8=-2491,8-9=49 BOT CHORD 2-14=2157,13-14=3877,12-13=3877,11-12=3877,10-11=3877,8-10=2157 WEBS 3-14=924,4-14=-1810,4-13--115,4-12=580,5-12=-388,6-12=580,6-11=115,6-10=-1810,7-10=924 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 17 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom Ford dead load,in the gable end roof zone on an occupancy category Il,condition II partially enclosed building,with exposure B 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard 1`t ti R I:i f I a f fi A Gable End Detail" 4)Provide adequate drainage to prevent water ponding. �� 5)Gable studs spaced at 13-0 oc. 6)Provide mechanical connection(by others of truss to bearing plate capable of withstanding 985 lb uplift at joint 2 and 827 Ib uplift attip joint 8. 7)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. , Noa 21475mi r " STATE FR LOAD CASE(S)Standard , 7 % obi ' .' 4 1)Regular.Lumber Increase=1.25,Plate Increase=1.25 4 Uniform Loads(plf) Vert 1-3=-54.0,3-28=-63.6,28-29=-123.6,7-29=-63.6,7-9=-54.0,2-14=-30.0,10-14=-35.3,8-10=-30.0 ''J. Concentrated Loads(lb) Vert 14=-63.0 10=-63.0 October 29,2003 -- --------------------------------------------------- --- --- ----- ------ -------------------------------------------------------------------------- 0..'' v lrniny-Verry dssiyn prameters and READ NOTES ON TMS AND INCLWED MITEK REFERENCE PAGE MII-7473 BEFORE USE Design valid for use only with M7ek connectors.This design is based only upon parameters shown and is for an individual building component to be Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer not truss BU designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stabi18y during construction is the responsibilfity of the erector.Additional pennanem bracing of the overall structure a the responsibility of the building designer.For general guidance •^e ,E�o regarding fabricalion,quality control,storage,tlelivery,erection and bracing,consult OST-8B Quality Standard,D58-89 Bracing Specification,and HIB-91 �" ,�:� E . Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onoino Drive,Madison,W 153719 Job Truss Truss Type Oty Ply LOT-2/77 WEST 4th STREET • J1017138 J59384 T02 ROOF TRUSS 4 1 (optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Wed Oct 29 10:45:28 2003 Page 1 -2.0.0 5-1.4 9-8-0 14-2-12 19.4-0 21-4-0 2-M 5-14 46-12 4-6-12 5-1.4 2-0-0 Scale=1:39.3 4x6= 4 .6.00 12 2x4 2x4 i 3 5 6 2 I� 7 1 8 3x6 3x6 i 3x8= 9$-0 19-4-0 y-8-0 9-8-0 Plate Offsets X,Y): [2:0-2-10,0-1-81.16:0-2-10,0-1-19 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) VdeO PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.14 2-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.21 2-8 >999 BCLL 10.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Udefi=240 Weight:90 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=919/0-3-8,6=919/0-3-8 Max Horz2=-169(load case 5) Max Uplifl2=-572(load case 4),6=-572(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=49,2-3---1256,3-4=-983,4-5=-983,5-6=-1256,6-7=49 BOT CHORD 2-8=1082,6-8=1082 WEBS 3-8=-289,4-8=581,5-8=-289 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 17 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 Il,condition II partially enclosed building,with exposure B 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 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 572 Ib uplift at joint 2 and 572 Ib uplift at joint 6. �4'1.9't8#�atf lot LOAD CASE(S)Standard ., "1X No.21475 STATE OF ,. r Oak. �1dP.1:Ixtti�� October 29,2003 -------------- ---- -AIL -- - -- Warning-Vrllp drrslpr pramotrs and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 BEFORE USE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component to be Instated and loaded vertically.Applicability of design paramenlers and proper incorporation of component is responsibility of budding designer not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erecta.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91ic `. Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onoino Drive,Madison,W 153719 S Job Truss Truss Type Oty Ply LOT-2177 WEST 4th STREET J1017139 J59384 T03 ROOF TRUSS 4 1 o tional Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Wed Oct 29 10:45:29 2003 Page 1 -2-0.0 i 5-1-4 9-8-0 142-12 I 19-3-8 19x1-0 2-0-0 5.14 4.6.12 4-6.12 5-0.12 0-04l Scale=1:36 4 4x6= 4 6.00 FIT 2x42x4 J i i 5 3 6 2 Io 1 7 3x6 3x6 i 3x8= g$-0 194-0 9-" 9-8-0 Plate Offsets MY): f2:0-2-10,0-1-81,16:0-2-10,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.17 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.25 6-7 >912 BCLL 10.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Vdefl=240 Weight:87 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-4-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-4-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 6=793/0-3-8,2=926/0-3-8 Max Horz2=192(load case 4) Max Uplifl6=-413(load case 5),2=-574(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=49,2-3---1273,3-4=-1000,4-5=-1002,5-6---1292 BOT CHORD 2-7=1096,6-7=1122 WEBS 3-7=-288,4-7=603,5-7=-318 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 17 ft above ground level,using 5.0 psf top chord dead load and 5.0 psi bottom chord dead load,in the gable and roof zone on an occupancy category II,condition II partially enclosed building,with exposure B 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 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 413 Ib uplift at joint 6 and 574 Ib uplift at joint 2. LOAD CASE(S)Standard f Wo.21475 =; . STATE OF VID -33x ' '` ffl.}f1.,3f14 �� October 29,2003 —------------------------ -- -- -- _----- - - --- -- -- ---------- ------- ---- ------------- ---- --- ------ -- J1 W—ding-Vary dales p--ellKa■nd READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MR-7473 BEFORE USE SB? Design valid for use only with MT ek connectorsThis design is based only upon parameters shown and is for an individual building component to be Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional pennanerd bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quaHy control,storage,delivery,erection and bracing.consul OST-BB Duality Standard,058-89 Bracing Specification,and HIB-91 `"i s o m* Handling Installing and Bracing Recommendation available trorn Truss Plate Institute,583 D'Onotho Drive.Madison,WI 53719 i Job Truss Truss Type Qty Ply LOT-2177 WEST 4th STREET • J1017140 J59384 T04 ROOF TRUSS 1 2 (optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Nov 16 2000 MiTek Industries,Inc. Wed Oct 29 14:47:00 2003 Page 1 -2-0-0 4-6-11 B-3.8 150-0 2148-B 255-5 30-0-0 32-0-0 2-0-0 4-6x11 3-0-13 6.8-8 6-8-8 3.8-13 4-0-11 2-041 Scale=1:62.8 +MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS.BRACING SYSTEM TO BE DESIGNED AND FURNISHED 4x6 BY OTHERS. 2x4 11 6 20 11 20 I I 20 11 504\\ 20 11 20 II 504 3x6 i 5 31 327 B 3x6 600 12 5x14= 4 504= 3x4 G I I 9 3x4 3 2 II 20 II 2x4 II x + o 2x4 II + 35 13 2x4 II 12 + 10 N 2 + 337 7x10= a7 700= 3xB— 1446 • 1 3x8% 3x8 402= 4x12= 3.00 12 8-3.8 15-0-0 21-8-8 3D-0.0 8-3-8 6-" 6-" B-3-8 Plate Offsets(X Y) [2 0-4 0 0-010] [2.1 11 3 Edge] [8:0-0-0,0-"],[9.0-0-0 0-0-0] [9:0-0-0,0-0-01,[10.1-11-3 Edge] [10:0 4 0 0-0-10] 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) 0.50 13-14 >716 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.94 Vert(TL) -0.65 13-14 >550 BCLL 10.0 Rep Stress Incr NO WB 0.94 Horz(TL) 0.44 10 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Vdefl=240 Weight:399 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-13 oc purlins. BOT CHORD 2 X 4 SYP No.1 D'Except' BOT CHORD Rigid ceiling directly applied or 6-8-13 oc bracing. 12-14 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS(lb/size) 2=3101/0-3-8,10=2148/0-3-8 Max Horz2=235(load case 4) Max Uplift2=-1517(load case 4),1 0=-1 219(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=48,2-3=-10069,3-4=-9846,4-5=-4105,5-31=-4459,6-31=-4322,6-32=-4132,7-32=-4460,7-8=-4098,8-9=-7824, 9-10=-7296,10-11=48 BOT CHORD 2-33=9190,14-33=9216,14-34=8677,34-35=8677,13-35=8676,12-13=7009,10-12=6639 WEBS 3-14=28,4-14=2954,4-13=-5051,6-13=2831,8-13=-3300,8-12=1765,9-12=712 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 17 it above ground level,using 5.0 psi 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 FBC2001 If and 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 f.q"F 8#t 3! 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard ;y. 0, Gable End Detail" tE% E A^,p 4)Gable studs spaced at 1-4-0 oc. t 5)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1517 Ib uplift at joint 2 and 1219 Ib uplift °. at joint 10. No.21475 7)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 4-1 row at 0-9-0 oc. �} STATE OF4 Webs connected as follows:2 X 4-1 row at 0-9-0 IK. •' 'Yj "�'." (r } x 8)The building designer is responsible for the design of the roof and ceiling diaphragms,gable and shear walls,and supporting shear wall3y .� Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. LOAD CASE(S)Standard f t t'9 f 3? i R 1 1)Regular.Lumber Increase=1.25,Plate Increase=1.25 October 29,2003 Continued on page 2 --------------- ------------------------------------------------- - -–--------------------------------- W—Ing ----- -W-Nng-ywry dKrflin Paramours and READ NOTES ON THS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE If�r Design valid for use only with MiTek connectors.This design is based only upon parameters shown and is for an Individual building component to be Installed and loaded vertimlly.Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer not truss designer.Bracing shown is for lateral support of individual web members orgy. Additional temporary bracing to insure stability during construction Is the resp-sibillity, m of the erector.Additional peranem bracing of the ovemll structure is the responsibility of the building designer.For general guidance -y, �� T"r x�«+a,, regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,OSB-89 Bracing Specifimbon,and HIB-91 �`it 3rd'���;'F,;.d' Handling Installing and Bracing Recommendation available from Truss Plate Institute.583 D'Onofio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply LOT-2/77 WEST 4th STREET J1017140 J59384 T04 ROOF TRUSS 1 2 (optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SRI s Nov 16 2000 MiTek Industries,Inc. Wed Oct 29 14:47:00 2003 Page 2 LOAD CASE(S)Standard Uniform Loads(plf) Vert:1-2=-54.0,2-5=-140.1,5-31=-54.0,6-31=-141.0,6-32=-141.0,11-32=-i4.0,2-33=-77.9,14-33=-169.7,14.34=-169.7,34-35=-121.9,12-35=-30.0,10-12=-30.0 ------------ --- --- -- A yrsnryey_ywry dsslyn p-.ters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MN-7473 BEFORE USE U1 Design valid for use only with MiTek connectors This design is based only upon parameters shown and is for an individual building component to be Installed and loaded vertically.Applicability of design paramentem and proper incorporagOn of component rs responsib0ity of building tlesigner not truss * ' designer.Bracing shown is for lateral support of individual web members only. Additional temporary Mating to insure stability during mnslruc9on is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance �. W *p0y,� ,3°`�dam. regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Smang Remmmendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison.W1 53719 r Job Truss Truss Type Qty Ply LOT-2/77 WEST 41h STREET J1017141 J59384 T05 ROOF TRUSS 6 1 optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Wed Oct 29 10:45:30 2003 Page 1 -2.0.0 4-0-11 B-54 15-0-0 21-6-12 255-5 30-0-0 32-0-0 2-0.0 4-6-11 3-10-9 6.6-12 6-6-12 3-10-9 4-6-11 2-" Scale=1:58.0 4x6— 5 6.00 F12 3x6 i 3x6 4 6 2x4= 2x4= 7 3 12 11 10 2 5x8= 3x8= 5x8= IY t 9 0 0 1 3x8 3x8 3.DO 12 B-3-8 1 SO-0 21-B-B 30-0.0 B-3.8 6-8� 6�-8 B-3-8 Plate Offsets X [7:0-0-0,0-0-01 LOADI!7.JOLumber ACING 2-0-0 CSI DEFL in (loc) I/defi PLATES GRIP TCLLtes Increase 1.25 TC 0.57 Vert(LL) -0.42 11-12 >852 M1120 249/190 TCDL Increase 1.25 BC 0.81 Vert(TL) -0.59 11-12 >607 BCLLp Stress Incr YES WB 0.62 Horz(TL) 0.42 8 n/a BCDLde FBC2001 (Matrix) 1 st LC LL Min Vdefi=240 Weight:148 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. WEBS 2 X4 SYP No.3 WEBS 1 Row at midpt 4-11,6-11 REACTIONS(Ib/size) 2=1367/0-3-8,8--1367/0-3-8 Max Horz2=231(load case 4) Max Uplift2=-802(load case 4),8=-802(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=48,2-3=-4036,3-4=-3830,4-5=-1988,5-6=-1988,6-7=-3830,7-8=-4036,8-9=48 BOT CHORD 2-12=3644,11-12=3331,10-11=3331,8-10=3644 WEBS 3-12=-105,4_12-1099,4-1 1=-1709,5-11=1321,6-11=-1709,6-10=1099,7-10=-105 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 17 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 II,condition II partially enclosed building,with exposure B 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 3)Bearing at joint(s)2,8 considers parallel to grain value using ANSI[TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 802 Ib uplift at joint 2 and 802 Ib uplift at �giti 4 6 l d X y joint 8. LOAD CASE(S) Standard N*O-21475 STAT fiit14�� October 29,2003 -- - Nandng-V w"dssiyn psramstws snd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MR-7473 BEFORE USE Design for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual budding component to be n valid and loaded vertically. Applicability of design paramenlers and proper incorporation of component is responsibility of budR!BU ding designer not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during consW etion Is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance � �fs�� � c'"'w(: . regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 Donofrio Drive,Madison,W 153719 Job Truss Truss Type Qty JPly LOT-2177 WEST 4th STREET J1017142 J59384 T06 ROOF TRUSS 4 1 o tional Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Wed Oct 29 10:45:30 2003 Page 1 -2-0-0 7-9-4 15-0-0 16-1 21-6-12 21 it, 25-5-5 30-0-0 32-0-0 2-M 7-94 7-2-12 1-1-0 5-5-12 0-1-12 3-8-13 4-6-11 2-0-0 Scale=1:60.3 4x6= 4 6.00 12 3x6 3x4 5 3 2x4= 6 0 2x4 11 9 7 0 2 6z8= 8 0 001 3z8 3x6= 13 12 11 3x6= 2x4 II 3.00 12 20 II 7-9.4 15-0-0 16-1 21-8-0 30-0-0 7-94 7-2-12 1-1-0 5-7.8 8-3.8 Plate Offsets(X,Y): 0:0-4-8,0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (IOC) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.36 9-10 >995 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.51 9-10 >705 BCLL 10.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.27 7 n/a Weight:1621b BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Vdefl=240 9 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D'Except• BOT CHORD Rigid ceiling directly applied or 5-2-7 oc bracing. 11-14 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-10 WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1381/0-3-8,7=1382/0-3-8 Max Horz2=-232(load case 5) Max Uplift2=-798(load case 4),7=-797(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=49,2-3---2234,3-4=-1997,4-5=-2025,5-6=-3905,6-7=-4098,7-8=48 BOT CHORD 2-13=1909,12-13=24,11-12=0,9-10=3397,7-9=3700 WEBS 10-12=119,4-10=1343,5-9=1136,6-9=-91,3-13=-240,10-13=1954,3-10=-209,5-10=-1748 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 17 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 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 3)Bearing at joint(s)7 considers parallel to grain value using ANSI(rPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. t 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding798 Ib uplift at joint 2 and 797 Ib uplift at � �y X joint 7. �E �! 7. LOAD CASE(S) Standard <` No.21475 � T. STATE sa3a.f:l�itit'� October 29,2003 — -- --- ------ -------- - — --- - -- -------------------- --- -- Warning-VwWy daslgn pararnelxs and READ NOTES ON THS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual budding component to be Installed and loaded vertically.Applicability of design paramenters and proper incorporafion of component is responsibility of building designer-not truss designer.Bmang shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construclion is the b �o�e�r, - responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 SSS Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onotno Drive,Madison,col 53719 Job Truss Truss Type Oty Ply LOT-2/77 WEST 4th STREET J1017143 J59384 T07 ROOF TRUSS 2 1 o tional Builders FirstSouroe,Jacksonville,FL.32244 4.201 SR!s Oct 17 2001 MiTek Industries,Inc. Wed Oct 29 10:45:31 2003 Page 1 -2-0.0 7-94 15-0-0 1 22-2-12 30-0-0 32-" 2-0-0 7-9� 7-2-12 7-2-12 7-9-4 2-D-0 Scale=1:59.7 4x6= 4 6.00 F12 2x4\\ 2x4 5 3 6 M 2 714 c1 9 8 3x6 • 3x8! 10 3x4= 3x4= 3x4= 10-2-3 19.9-13 1 30-0-0 10-2-3 9-7-11 10-2.3 Plate Offsets X 2:0-2-10 0-1-8 6:0-2-100-1-8 LOADING(psf) DEFL in (loc I/deft PLATES GRIP SPACING 2-0-0 CSI ) 249/190 TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.29 2-10 >999 M1120 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.42 2-10 >846 BCLL 10.0 Rep Stress Incr YES WB 0.61 Horc(TL) 0.07 6 nla Weight:1401b BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Ildefl=240 9 BRACING LUMBERTOP CHORD Sheathed or 4-0-8 oc purlins. TOP CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-5-13 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1367/0-3-8,6=1367/0-3-8 Max Horz2=232(load case 4) Max Uplift2=-802(load case 4),6=-802(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=49.2.3=-2121,3-4=-1916,4-5=-1916,5-6=-2121,6-7=49 BOT CHORD 2-10=1833,9.10=1230,8-9=1230,6-8=1833 WEBS 3-10=-374,4_10=745,4-8=745,5-8=-374 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 17 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 II,condition 11 partially enclosed building,with exposure B 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 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 802 Ib uplift at joint 2 and 802 Ib uplift at joint 6. F t,1'1 1;10 1. til y�yyrr.. d X y LOAD CASE(S) Standard 4 # No.21475 ` STATE ; ti f1.1'9.f:i�iii4 October 29,2003 ----------- -------------gn p------------------^D NOTE-- --- ------------------------- 16L ----- ---- Mlardny-Verly d�sl�pramsters and RFJ1D NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE o be Design valid for use only with MTek connectorsThis design is based only uponincorporation of component nrameters showni,and is s�responsibility an l to bnu Icing es Snell tnot truss Installed and loaded vertically.Applicability of design paramenlem and props designer.Bracing shown is for lateral support of individual web members c"y. Additional temporary bracing to insure stability during construction is the responsbillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance of sissy. � regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB W 189 53718 cing Specification,and HIB-91 +1„S Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onotno Drive, Job Truss Truss Type Oty Ply Lptional) OT-2177 WEST 4th STREET J1017144 J59384 T08 ROOF TRUSS 1 1 Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Wed Oct 29 10:45:31 2003 Page 1 2-3-8 7-7-12 13-0-0 15.4-8 17-0-0 23-2-12 340-0 32-0-0 2-3-8 5.4-4 5-4d 2-4-8 1-7.8 6-2-12 6-9-4 2-0-0 Scale=1:58.4 5x8= 4x6= 5 6 6.00 12 3x4 i 4 3x4 3 7 2 � B 4 1 n o 4x10= 15 14 2x4 II 9(o 2x4 II 3x4= 12 11 10 3x6= 2x4 11 5x8= 5x6= 2x4 II 2-3-8 7-7-12 13.0-0 15-4-8 17-0-0 232-12 30-0-0 2-3-8 5d-4 5-4-4 2-4-8 1-7-8 6-2-12 6-94 Plate Offsets X 5:0-6-0 0-2-8 (13:0-2-8,0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.40 2-15 >897 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.50 2-15 >710 BCLL 10.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.26 8 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min War=240 Weight:195 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 D'Except" TOP CHORD Sheathed or 3-10-9 oc purlins. 5-6 2 X 4 SYP No.2D,6-9 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-3-1 oc bracing. Except: BOT CHORD 2 X 4 SYP No.2D'Except* 2 Rows at 113 pts 2-14 12-16 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 Attach scab with a double row of 0.131"x3"nails spaced LER SCAB 1 4 2 X 6 SYP X No.1D one side 8"o.c.staggered 4".Refer to drawing CNNAILSP1299 for additional nail spacing information. REACTIONS(Ib/size) 1=1220/0-3-8,8=1391/0-3-8 Max Horc1=-233(load case 5) Max Upliftl=-669(load case 4),8=-777(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-494,2-3=-2943,3-4=-1985,4-5=-1956,5-6=-1707,6-7=-1945,7-8=-2301,8-9=49 BOT CHORD 2-15--2760,14-15--2760,13-14=1696,11-12=0,10-11=65,8-10=1976 WEBS 3-15=248,3-14=-1211,5-14=679,11-13=134,6-13=562,7-10=-68,5-13=17,10-13=1933,7-13=-329 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 17 ft above ground level,using 5.0 psi top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category Il,condition II partially enclosed building,with exposure B 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 �>,t'j iI.t.I;; l 1-t x 3)Provide adequate drainage to prevent water ponding. 4) 4)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify ti+ -%-C . capacity of bearing surface. ... ` 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 669 Ib uplift at joint 1 and 777 Ib uplift at c joint 8. ° No.211475 LOAD CASE(S) Standard — y STA i. October 29,2003 -•-- - --------------------------------- — A W—Ing-Verify dasi9n paramatwo and READ NOTES ON THS AND INCLUDED MITEK REFERENCE PAGE MB-7473 BEFORE USE 999 Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically. Applicability of design peramenlers and proper incorporation of component is responsibility of building designer-not truss _ designer.Bracing shown is for lateral support of individual web members crity.Additional temporary bracing to insure stability during constmction is the 4- responsibillity of the erector. Additional pennanenl bracing of the overall structure is the responsibility of the building designer. S general guidance Firs f . regarding fabrication,quality control,storage,Delivery,erection and bracing.consult OST-88 Quality Standard,DSB-B9 Bracing Specification,and HIB-91 Handling Installing and Bracing Remmmendabon available from Truss Plate Institute,583 D'Onotrio Drive,Madison,W 153719 Job Truss Truss Type Qty Ply LOT-2/77 WEST 4th STREET J1017145 J59384 T09 ROOF TRUSS 1 1 (optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SRI s Oct 17 2001 MiTek Industries,Inc. Wed Oct 29 10:45:32 2003 Page 1 2-3.8 6-7.12 11-0-0 154-8 19-0-0 24-2-12 30-0-0 32-0.0 2-3.8 4„4-4 44-0 4-1-8 3-7-8 5-2-12- 5-9.4 2-" Scale=1:55.7 5x6= 4x10= 5 6 6.00 12 3x4 i 4 3x4 3 7 _o N 4x6 2 m 8 i4 1 4z10= 2x4 II g]0 4 15 14 2x4 II 3x8= 12 11 10 3x6 2X4 II 4x10= 3z8= 2x4 II 2-3.8 6-7-12 11-0-0 15.4-8 19.0-0 24-2.12 30-0-0 2-3-8 4-4-4 4.44 4-4.8 3-7.8 5-2-12 5-94 Plate Offsets MY): r2 1-8 7 0-4-0] 12.0 8-4 0-0 0] 15.0-4-0 0-2-81 16:0-7-0 0-2-0] 18.0-2-10 0-1-81 113:0-5-12 0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) -0.42 12 >847 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -0.61 12 >587 BCLL 10.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.26 8 n/a Wei ht:185 lb BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell=240 9 LUMBER BRACING TOP CHORD 2 X 6 SYP No.1D*Except* TOP CHORD Sheathed or 3-8-11 oc purlins. 5-6 2 X 4 SYP No.20,6-9 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied 0r7-1-11 oc bracing. Except: BOT CHORD 2 X4 SYP No.2D'Except* 1 Row at midpt 2-14 12-16 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 WEBS 2 X4 SYP No.3 LBR SCAB 1-4 2 X 6 SYP X NoAD one side Attach scab with a double row of 0.131"x3"nails spaced 8"o.c.staggered 4".Refer to drawing CNNAILSP1299 REACTIONS(Ib/size) 1=1244/0-3-8,8--1427/0-3-8 for additional nail spacing information. Max Horz 1=-209(load case 5) Max Upliftl=-085(load case 4),8=-741(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-504,2-3=-3174,3-4=-2374,4-5=-2278,5-6=-2096,6-7=-2341,7-8=-2391,8-9=49 BOT CHORD 2-15--2999,14-15--2999,13-14=2100,11-12=0,IG-11=85,8-10=2059 WEBS 3-15=187,3-14=-1038,5-14=691,11-13=223,6-13=671,7-10=-220,10-13=2006,7-13=-14,6-14=-6 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 17 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 11 partially enclosed building,with exposure B 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 14 t 1.6 I:I f ;! A 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity 4�� 1•� + capacity of bearing surface. w >"«°'� • ` a 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 685 Ib uplift at joint 1 and 741 Ib uplift at �' ? °•,'+ r. joint 8. C' ' Nagy-21475 LOAD CASE(S) Standard STATE OF � tiro°, �� Z�� •^ �_- lit October 29,2003 ------- ---- ------------------------ --- ---------------------------------------------------------------------------------------------- warldn9-V_Vy dr sip.param�txs awd READ NOTES ON TNS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE i)9S Design valid for use only with MiTek connectors This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically.Applicability of design paramentem and proper incorporation of component is responsibility of building designer not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the i� Y� - ,s�,;� responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibibly of the building designer.For general guidance i R +k. � 'F.,9. regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,W 153719 Truss Type Qty Ply LOT-2/77 WEST 4th STREET J1017146 Job Truss yp J59384 T10 ROOF TRUSS 1 1 o tional 4.201 SRI s Oct 17 2001 Mi I ek Industries,Inc. Wed Oct 29 10:45:33 2003 Page 1 Builders FirstSource,Jacksonville,FL.32244 1�q-g 21-0-0 25-2-12 30-0-0 32-M 2-98 5-10-12 9-0-0 4-9-4 2-0-0 6-4-8 5-78 4-2-12 2.98 3-1-0 3-1-4 Scale=1:55.7 5x8= 4x10= 2x4 II 5 6 7 6.0012 3x4-;- 4 4 2x4 3 8 d e 4x6- 2 rn T 9 m o 1 4210= 14 Bx12 10'0 15 2x4 11 3x4= 12 11 3x8= 2x4 II 400= 15-4-8 21-0-0 3P-0 2-98 5-10-12 9'0'0 9-0-0 2-98 3-1-4 3-1.4 6-08 5-78 Plate Offsets X Y: 2:0-8-4,0-0-0 3:5-10-6,0-4-3 5:0-6-0 0-2-8 :0-7-0 0-2-0 9:D-8-4,0-0-10 LOADING(psf) SPACING 2-0-0 CSI=7e n (loc) t/def/ PLATES GRIP TCLL 20.0 Plates Increase 1.25 TCL) 0.35 13-14 >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BCL) 0.46 13-14 >773 BCLL 10.0 Rep Stress Incr YES WB LL MO Udef1=240 4 9 NaWeight:179 Ib BCDL 5.0 Code FBC20o1 (Ma BRACING LUMBER TOP CHORD Sheathed or 3-8-15 oc purlins. TOP CHORD 2 X 6 SYP No.ID'Except' BOT CHORD Rigid ceiling directly applied or 5-11-4 oc bracing. Except: 5-7 2 X 4 SYP No.2D,7-10 2 X 4 SYP No.2D 1 Row at midpt 2-14 BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 Attach scab with a double row of 0.131"x3"nails spaced LBR SCAB 1-4 2 X 6 SYP X No.1 D one side 8"o.c.staggered 4".Refer to drawing CNNAILSP1299 for additional nail spacing information. REACTIONS(Ib/size) 1=1201/0-3-8,9=1370/0-3-8 Max Horzl=-185(load case 5) Max Upliftl=-719(load case 4),9=-733(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-487,2-3=-3275,3-4=-2563,4-5=-2495,5-6=-2640,6-7=-2589,7-8=-1990,8-9=-2223,9-10=49 BOT CHORD 2-15=3128,14-15=3128,13-14=2272,12-13=62,6-13=-299,11-12=139,9-11=1938 WEBS 3-15=170,3-14=-1025,5-14=684,5-13=416,11-13=1624,7-13=1016,7-11=40,8-11=-229 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 17 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 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 ¢1 I.I t t d F 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)1 considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. .3 P* 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 719 Ib uplift at joint I and 733 Ib uplift at joint 9. y [ Wo.21475 '. LOAD CASE(S)Standard STATE .: October 29,2003 EADD NOTE ------------------------------- -' ---------------------------- ------------------------ --------------------------------------------- ------------------------------ '--'----""R - --S ---------- V/rNng-Vwr7 design Parw ameters rnd REOS ON TMS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE _- Desio be gn valid for use only win Mrrek connectorsThis design is based only uponcorporation of component sn parameters sho�.and is oresponsibil ryr an lotubmkhng component tnot truss ...i.. Installed and loaded vertically.Applicability of design paramenters and props "' designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibilliry of the erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance �S o ,z'0ir'} : regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Qualify standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onotrio Drive,Madison,W 153719 Job Truss Truss Type Qty Ply LOT-1177 WEST 4th STREET 11017147 J59384 T11 ROOF TRUSS 1 1 (Optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SRI s Oct 17 2001 MiTek Industries,Inc. Wed Oct 29 10:45:33 2003 Page 1 -2-0-0 3-9.4 7-0.0 12-4-9 17-7-7 230-0 26-2-12 30.0-0 32-0-0 2-M 3-9.4 3-2-12 5-4-9 5-2-13 5.4-9 3-2-12 3-94 2-M Scale=1:58.0 804 MII18H= 8214 M1118H= 5x8= 3x6 II q 5 6 7 6.00 F12 2x4 C 2x4 i B 3 0 9 r 2 tOI� 01 400:= 14 13 12 11 400= 6x8= 2x4 II 704 M1120H= 6x8= 7.0-p 124-9 17-7-7 230-0 30-0-0 7-0-0 5-4-9 5-2-13 5.4-9 7-0-0 Plate Offsets X, y 2:0-0-7 Ede [4:0-10-8,0-1-121, :0-6-3 Ede 9:0-0-7 Ede 12:0-6-4 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) 0.56 12-13 >638 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -0.61 12-13 >586 MI 120H 187/143 BCLL 10.0 Rep Stress Incl NO WB 0.91 Horz(TL) 0.19 9 n/a M1118H 195/188 BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Ildefl=240 Weight:1561b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-2-8 oc purlins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 3-3-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-14 REACTIONS(lb/size) 2=269210-3-8,9=2692/0-3-8 Max Horz2=137(load case 4) Max UpliM=-1956(load case 4),9=-1767(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=49,2-3=-5047,3-4=-5001,4-5=-4541,5-6=-5963,6-7=-5964,7-8=-5000,8-9=-5049,9-10=49 BOT CHORD 2-14=4399,13-14=5964,12-13=5964,11-12=4500,9-11=4-402 WEBS 3-14=77,4-14=1755,5-14=-1721,5-13=342,5-12=-1,6-12=-621,7-12=1753,7-11=789,8-11=74 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 17 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 Il,condition II partially enclosed building,with exposure B ASCE 7-98 per FBC2001 If and 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)All plates are M1120 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1956 Ib uplift at joint 2 and 1767 Ib uplift 0 t F t A at joint 9. 6)Girder carries hip end with 7-0-0 end setback '� ; ^A IF-tic. LOAD CASE(S)Standard N0.211475 a` 1)Regular:Lumber Increase=1.25,Plate Irl 1.25 .: yk Uniform Loads(plf) _ x Vert 1-4=-54.0,4-7=-117.6,7-10=-54.0,2-14=-30.0,11-14=-65.3,9-11=-30.0 STATE Concentrated Loads(Ib) ? ' 4 Vert 14=-539.0 11=-539.0 f�J¢t.Ix141'� October 29,2003 ------------- ------------------------------------ -- — Aw—ang-Vwfy d.lqn Pararnatars and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE 110I-7473 BEFORE USE deM Design valid for use only with MiTek connectorsThis design is based only upon parameters-shown,and is for an individual building component to be OBFirstSoun Installed and loaded vertically.Applicability of design paramenters and prpper incorporation of component is responsibility of building designer-not trussdesigner.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is theresponsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the buildingdesigner.For general guidanceregarding fabrication,quality control,storage,delivery,erection and bracing,consue OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling tnstalling and Bracing Remmmendatibn available from Truss Plate Institute,583 D'Onotrio Drive,Madison,W 153719 r 9 r m -D+ D �J D X m - m H r z D r-4 I p O = m I I D D C7 � 3 ° � Z ° �� 3 om ? ° ►I ° ° Q m Z 3Q (D 7 D nn op O o�� y Z 0-( c � 0a� ° ate ` 0009-a p m o 7 n Q O QO Two cp 00-.0 N Q no O z;;.g_ QTID °°Q �m O ° Q° o(Dn 7 < ° 7 N q0 (QQ (Dg Q a m3o mn7 m c7 O7 7p7 oc� Q � onm5' 0 0 m 09 7 (D (QD o N�• �"Q a (D SCD 'ID (n) C m � O (Q S. Qn �. Qm D� Z _ �' - Op co 000- (° ° om � Q m a D- c A N O O DO J TOP CHORD N 3 n n Z D Z D m0 p m > m -pn (D = Z p=0 �� N m =A= 10 :v«•; m m r -A M 0 n D m 0 `_ W2 = W P10 C, 10 P m w O m .. O 010 W f7 ai O v v O O m IC N 10 A .p C, Z Z n N .� W N om G)c 2 fD N N O, D m D 3 O � D v i y �A � O O O m p rn G Oc) Ln S Z r mO A N n 7CC V VW4?mnV V w TOP CHORD po Q cn A W N Q 00D c c c Q � Q`p' o On O6� to m n m 0 0 w � n �� 7 C 7 (D •�'Q (D C.O w n � � o 00 �� n- Nva o� �Q � :E Qm� m •� �N �� o.Qm � � ; a(-aD �« co 3 0� m °o o� coo a ° 3 �o � � �� �c� m Qom o 00 oQ� 3 �� ° O O 7 m (� o Q (� 'a-p -d � 7� m n (D 6 d Q_o O 'n c , p c ° m m�� mho g� CDn.n Q o m CoQ rn m gm m Q 3 m (D Q � a O ® -.0 Q Q O Q 30 Q �'� Q Qm m Q p O o o o m cQ m a� O 3m O N O c QX am �� � c� 7NQ 2.0 c 3.7 3�4 (�mo X0 709 cQ ((DD � m � 0 n a m ° 0909 ? ^ o oTc. (Qm n : 309 mon Q �.Q mm Wim' �� ° 5'� � QO O.n fl 7 ° O alp S(D O m C O O N 3, 0-' TQ. <4 W O N C fII 7N o 3 � 0 (, g pQ oa 3Q ^ 3 -3 00 0 � N7 ? Q' !" Q_ 3 fl- m � m•m_ � 3 m -o o' a, ° (�DcD � 090 3n Q Q m m O 3 Q 7 Q 7 m m W Q 7 (D O m 09 C,' Q Q Q o Q Q_C m C Q _ 7 NQ o oN mN c° ( ° o Q � 3 �� °co m Q oN Q QmcQ c (D 7 W m �. Q_ 7 m ° Q a Q 7 N �•O 0000p� v, Q 0 m � � H �• �� Q�' (D :3 QoQ ?7 (D 7Q QQ m CD 3 0� 7(Q Q(Q N• 7 N c O Q O O m Om Q N-0 m O Q Q (D Q J (D N (D(DD O7 7 0.�. QO n O m 3 m Q7 n W Q 6 O N Q7 3 7 (D o a ? oga Q ? 0 0 ? S� - y CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 3/22/04 Parcel Number . . . . . 170823-0010- - Property Address . . . 71 W 4TH ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . R.E. HOME INVESTORS Contractor . . . . . . SMALLWOOD CONSTRUCTION 904 744-3353 Application number 03-00027341 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved t�— Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL 5151 Sunbeam Rd. #3 T�rL_cnn�:iliR HI i'7'I Mr. Don C. Ford CHO Atlantic Beach Building Official Reference- 71 d th st wrest l l,axwere-n—ce E Small wo dl Chic` 02906! that the ibl In Ann elevations are true. FINISH FLOOR ELEVATION 71 4 TH S T'WEST CRON",! OF THE ROAD - _-------_�- -=--moi=a DIFFERENCE - -------- -- i erenee E. SmaffivA 1 ;. JENNIFER SCHLUETER _ MY COMMISSION#DD 121301 EXPIRES:May 27,2006 Underwriters d•' Bonded T1.Notary Pub Pf Building, Planning & zoning CITY OF ATLANTIC BEACH Inspection Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: � � � GCTsJSTey Contractor Name: ��0 �� Permit #: 03__ 0q Property Address: ( 1/j Legal Description: 1 � , 7 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 Resident - Commercial - Other: Lowest Floor Elevation: `5 ` l 0 Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works _ v 3 — CA y Planning Dept. 3 _a !e - O L Building Dept. 3 -VII Final Survey with FFE Yes No All Re-Inspect Fees Paid Yes No MAR-26-2084 08:45 FROM:FIRST CORST SURUEYIN 779-7794 TO:7329399 P.2 MAP OF SURVEY "BOUNDARY" DESCRIPTION: LOT 2 IN BLOCK 77 OF "SECTION H ATLANTIC BEACH" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 18 AT PAGE 34 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. r w� r 6'L� m �l7Fta �aN.3 aE 41_'x!_ fCA 0.-7.00 FYCL�pTIFueIentrE TO eot M FOR OF; AFOM 8111YE1'NOTA FA,t=MY D WOZE 0E �ig1168 NEW TIE QST Ll►E OF LOT Q 9UVBMIN P W . Aroo 00-x, �Ay9A�y) AVORM 71 Oen 6TAMT M? AV pm. RI/l�g �p l t�7aeA6�0]lpF/3 I IERE819C T�IFrYp_�1A4 ifTH guzlw 8U?YEf'� YhrefU�g IBTTE LbG1EBD�Bgrgn�r3s tlRrt7. 1711.08. wm �S rFy fm YDIOt D/% EL 3�lB 7 MAP 1 �YF 1/!7/84 • ;.1 a 71E0 TQ4M tlr•fM l IF A OrrMA i "E own /gym 86A1. t A Tl lZ�l 9tNVE1QR IfAPPH9. C. u:� - eolart r - - -r. 'y11�43p V PREPARATION GATE FIRST COAST LAND P oiECT INf•OANATIoN eolap•pr 9/aa/snol DRAMN BY. me f � SURVEYING, INC. Aose eEA+�rt a+ r a+rr� ,A�lxsa+rrtl& FL. 3P210 St NCF ADO E EVATioNs 3/�B/2o0e PHO(r�' M 4 719-2062 FAX (8041 778-7781 FINAL Ck7tTIFICATE N0. LH 7x1 66Z-j ZO/ZO d 190-1 -word wdEV Z0 VO-9Z-JRA itii 'or!p— m mm SUNSHINE TITLE CORPORATION 7999 PHILIP'S HIGHWAY, SUITE 303 3ACKSONVILLE, FL 32256(904)732-9399 PHONE (904)732-9394 FAX FAX COVER D Date � r : TO: FAX NO.: FROM: 30E DANESE N0, OF PAGES INCLUDING COVER: 67 RE: PLEASE FIND ATTACHED HE, WIRING INSTRUCTIONS HUD-1� TITLE BINDER—INSURANCEWARRANICL TY DEED_ NOTE MORTGAGE SURVEY t""/— PAYOFF— TIL, OTHER REMARKS: j l r .e OE _woad wdtt:ZO q0-9Z—IBA BBZ—d ZOM d 190-1 s� CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION 3 Ir Location: Type of Development: 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 ordinances affecting xhe propos,ed dev fipment. :F Applicant's Signature: Date: •z j Department Use: D Required lowest floor elevation: �l As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 ,� cs CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 ` = INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027341 Date 12/15/03 Property Address . . . . . . 71 W 4TH ST Tenant nbr, name . . . . . . NEW SFR 1234RAD, 1626SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 106097 Owner Contractor ------------------- ----- ---- ----- - - - - - -- - - - -- - - - R.E . HOME INVESTORS SMALLWOOD CONSTRUCTION 5151 SUNBEAM RD. #3 4243 SUNBEAM RD # 2 JACKSONVILLE FL 32257 JACKSONVILLE FL 32257 (904) 730-2503 (904) 744-3353 ---------------------- ------- -- - -- - ------- ------- ----- -- -- - - -- -- - ---- ------- Permit . . . . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 516 . 00 Plan Check Fee 258 . 00 Issue Date . . . . Valuation . . . . 106097 ------------------- ------------ - - - - - - - - -- - ------ - -- - - -- - - -- - -- - -- ----- ------ Other Fees . . . . . . . . . CITY RADON SURCHARGE . 30 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 7 . 31 AB CONSTRUCTION SURCHARGE . 81 SECTION H IMPACT FEE 750 . 00 STATE RADON SURCHARGE 5 . 86 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 410 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---- ------ ---- ------ ---------- Permit Fee Total 516 . 00 516 . 00 . 00 . 00 Plan Check Total 258 . 00 258 . 00 . 00 . 00 Other Fee Total 2869 . 28 2869 . 28 . 00 . 00 Grand Total 3643 . 28 3643 . 28 . 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. DII,G OFFICIAL' ~` Bool•: 11529 Page 1470 NOTICE OF COMMENCEMENT State of Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved:x/:� Address of property being improved:--;Y— t-171, General description of improvements: �,I Owner: Address: t) E'er Owner's interest in site of the improvement: Fee Simple Tit older(if other than owner): Name: Address: Contractor: Phone No: 7�0�o� '� Fax No: y Address: Surety(if any): Amount of Bond $ Address: Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Fax No: Phone No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): HIS SPACE FOR RECORDER'S USE ONLY O NE T gn ate:- l Si - � . Be re me t is- no day of in the County of1puval, State of Florida,has perso ally app red LGr Doc# 200 7Q,t�2 Notary Public at Large, State of Flo r' n. o Duv Book: 1152 My commission expires: Page: 1470 Personally Known: or Filed K RecordedC-012/16/2003 09.12:22 AM Produced Identification:` JIM FULLER CLERK CIRCUIT COURT Fabienne N.Smith DUVAL COUNTY ° '.: .: MY COMMISSION# DD013611 EXPIRES RECORDING i 5.00 )une 24,2005 TRUST FUND $ 1.00 r BONDED THP.0 TROY FAIN INSURANCE INC COPY FEE $ 1.00 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET � a Date: f�� Address -7 Gt, - Heated Square Footage ;2�� @ $ 0.O d per sq ft= $ 3 a a as Shed 3 per sq ft= $ Z4 0 2, Carport< orch @ $ 1�0 per sq ft = $ 9 2 Deck @ $ per sq ft= $ Patio 0 @ $ �- per sq ft= $ TOTAL VALUATION: $ $ Total V uation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: s—Z + 1/2 Filing Fee $ FLOOD ZO _ (1) Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: z ro 07C BUILDING PERMIT FEE $ WATER IMPACT FEE $ L//D,O 0 SEWER IMPACT FEE $ '( 2-52).00 WATER METER/TAP $ PJ ,da CAPITAL IMPROVEMENT$ SEWER TAP $ C W3 VRADON HRS .0050 $ SECTION H PAVING �����) $ �0, CROSS CONNECTION $ STV6,2(oc) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: r / `r' �a ,r _ w "J DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 Drinking fountain/Icemaker Y2 Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 -- Laundry tray (1 or 2 compartments) 2 Lavatory 1 Shower compartment,domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less1 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-- MULTIPLIED NITS=MULTIPLIED X 20 TOTAL$ � o ° zo a m a In Y p a a o 0 Tn 7 n y y a n H y 0 5 a H r rb ac c 5 io N pop oS ` 5 R to M ° dew _ 8� r 4110 r _ N C :: O ° .t S O O J n rt 0 o c'•° o o n 'o o '9 0 o b v-n� •+ a 5'a G `� c� O� "3-Oi 7 S 9^O �- 9 9 � L N div O.�•S S�S � m d N d =G � � d £ O � �•0 °0 0 0. ° � °• � � a m � .o q �m m o'�. o ° � � -It c [ [ e < e c n e t n 21 -n H " HH DHy Hy � yAH � zzz z z zzz zzzz z z z zzz z zzzz z� .� C m r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �a Z zzz zzz zzz zzzz z z z z z z z z zzzz aaa aa'aPO '> a 'a > >aaaa aaaa >a J a U A N +.•) _O b 0o J a U a W N _O J a U A W N E m �maEov���y naay y F ;,_ o y y N may y a�na� �o�a�y w m;, sv; y o °o < n m 3 < =3 ^ c d 0 n n n n s o 0. -^n ,'� o"+ o• 3 3 �``^ oo>'y �3 n � n o❑ o �i a 7�?W a w o c o 3 m A o % y 5 ... 0 0 o w 3. n n m : m n x 3' w W ° a 3"o E — ° o a 7. ° ❑.7. �. v o o n 3 F m o. 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G{ �z zz'z`z z�� zz\ 0 0 0 0 0 O O O O O O O O O O 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O z zzzzzzzzzzz zzzz zz zzzz zz zz zzzzzzzzz zzzzzz zz a a'D>'D>D>DDa> a`'Daa N N N N ...•'21 A W N �'2 �� N A W N.- O b DD J OU O ' DDn Dom' •"•,mOc�mDDOE Da Dm c= a^ T y d D 5 w^ o A'=^ - o. n o 'Fr x `� g-0�. 9. 5' � �.o —0 7N_.� ° � ;n= _ ''3 ��o y g °^' v 3 a^, n H 5 y.a y'9 n y T a w, o°o,e ,w°�' ^ 5 o a c o. a o F w a c �' 'T -a oya 5 w o o c„ v' E v P � y w yrm�\` wz wz wO rOr^<u\ wO zw wz zw mz wO zw wz zw mz mz wz^n `Z\!zwz wz zv^ %m zz z �� ` O O O w z z z z z z z z zz zzzzz zz zzzzzzzz z z z z z\ a > a D a a > 'D >> D»» >D D'a>>a»> > > > > > .. � VEQ cs CR p ATLAN���,r�ECCN �S BUILDIN CITY OF ATLANTIC BEACH U 3 DEC 2003 BUILDING PERMIT APPLICATIQN 1 (FOR NEW CONSTRUCTION RESIDENTIAL AND C MERCIAL) Da : BY Job Address: 9 I W - `4 tl-.) +� Owner's Name: OA46- Address: J/1-1 oxl, ,*04 Phone: Legal Description: Block Number: Lot Number: Zoning District: Contractor: 9"t AAJ�'� 4!!� .) State License Number: O p� Address: ��/ �� ��v.✓ �E� Phone: City: �� State:, Zip:_ 55 ax: 770 5+ Describe proposed use and w rk to be done: Present use of land or buildi g(s). t1AC a Valuation of proposed construction: O000 Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ 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. ❑ NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Perm4ts to be reviewed by the Tree Conservation Board,which meets two times each month. L3C,,-,e� I SS V(A. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 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. Other information as may be appropriate for individual applications. I hereby certify that all informatio rovided with this appli on is correct 7 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 true and correct and that the pl d supporting data have been or shall be provided as required. Signature of Contr Date: / Address and contact information of person to receive all correspondence regarding this application (please print). Name: Vol "-' Mailing Address: ;/ •� P '� Telephone Fax:Fax: y5 �`— E-Mail: AS TO OWNER: �` Sworn to and subscribed before me this day of c.J->C_0�70 � ,20013 State of Florida,County of Duval ' Notary's Signature t;Y'►y Fablenne N.Smith MY COMMISSION# DD013677 EXPIRES personally known - lune 24,2005 �•. o Produced identification BONDED THRU TROY FAIN INSURANCE,INC. r1 f, Type of identification produced �.. J�J- s�' 4 v AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Revised 1/14/03 Page 2 CITY OF ATLANTIC BEACH CL.. Ford �, BUILDING / ZONING DEPARTMENT S. Doerr laams r 800 Seminole Road J Atlantic Beach,Florida 32233 (904)247-5800 �C 111T (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # i�z J �3 111 Property Address: ) W - `4 +h ' Applicant: SIS no'-u W coa Project: K)-t, S f This peyfnit application has been: L //Approved E�] Reviewed and the following items need attention: Please re-submit your application when these items have been completed. •ReviewedBy: Date: DEPARTMENT OF PUBLIC WORKS �wS► ' ��jJ 1200 SANDPIPER LANE ` *�► ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 t. FAX:(904)247-5843 SUNCOM: 852-5834 i= http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # � Applicant: ��: l,'�' CC �►'L� �7Y1 Address: LA L4 Project: Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: G,rt'; Too 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. Revi ed by Donna Kal mak,Public Utilities Director Date /Q -,�- Signature Contractor Notified Date 03 DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 its TELEPHONE: (904)247-5834 FAX:(904)247-5843 SUNCOM: 852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # � 3 q Applicant: Sr)--1 aA. WLD�d by1 Address: r LA) Project: o Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. our permit application has been reviewed by the Public Works Department and the following items need attention: P J. Piyjarde deiatZ5 l' erniizdd enlalcd17 fib/ 2, P�ov�de d�arnQa,, wo{6 dear u/a/Is fo le X1 sLdlale That- was daina4,�V 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. Reviewed by Robert S. Kosoy, P.E., Director of Public Works Date Signature Contractor Notified Date/ Schlueter, Jennifer From: Kaluzniak, Donna Sent: Wednesday, December 10, 2003 4:02 PM To: Schlueter, Jennifer Subject: FW: taps Jenny, re: 71 W. 4th St., I think I forgot to note that the taps are already there - Donna -----Original Message----- From: Walker,Chris Sent: Tuesday,December 09,2003 2:03 PM To: Kaluzniak,Donna Subject: RE:taps Yes taps are there. -----Original Message----- From: Kaluzniak,Donna Sent: Tuesday,December 09,2003 1:28 PM To: Walker,Chris Subject: FW:taps Did you find out about 71 W. 4th Street? -----Original Message----- From: Kaluzniak, Donna Sent: Monday, December 08, 2003 8:37 AM To: Walker,Chris Subject: RE:taps Chris, according to our map, 348 Dutton, this property goes all the way from Dutton to Dudley, so they can get their sewer service from Dudley Street. -Donna -----Original Message----- From: Walker,Chris Sent: Monday, December 08,2003 8:21 AM To: Kaluzniak,Donna Subject: RE:taps I 348 Dutton -water taps are there but sewer is not available. 71 W 4th street- checking to see if taps are there. 1474 Marshview Ct-taps are there -----Original Message----- From: Kaluzniak,Donna Sent: Friday,December 05,2003 12:04 PM To: Walker,Chris Subject: taps Chris, also on 71 W. 4th, 348 Dutton Island Dr. W, and 1474 Marshview- you say water and sewer available, but need to know if taps are already there, so Jenny can determine what to charge them for. -Donna 1 Cc: CITY OF ATLANTIC BEACH - s� BUILDING / ZONING DEPARTMENT j y 800 Seminole Road J ) Atlantic Beach,Florida 32233 - (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # a- l'1 J Property Address: - L4 +h Applicant: Sl�a/� '� LIJ00d clo/-)75 (.t clk Project: n,� This permit application has been: Approved Reviewed and the following items need attention: Please re-submit yoO application when these items have been completed. Reviewed By: % Date: 'I HU 01 .42 PM SOFRAN GROUP FAX N0, 904 273 0003 P. 01 r R hey ORCHID S'I'It1tiET lit k r, H 6 `<, to ah SWO 00-4 lw � . b q t• '� '" �i� al� LOT I LIrT 4 rwu'rx'eo"t for.40 (Azmroo•R mt.va'I a '►� N ANN fs R 101.61_ N FV'YY'!Y" 1' mv4 y b C C 18 *1 g LOT awg rp4wr 1 i Map Output Page 1 of 1 JAXGIS Property Information 514 SM r 96 94 sM 92 — ry 74 ;eyM M irfy 0 64 r 73 708230010 Zz 44 97 Ts + $T �. r 'rr � 8 ~� 390 314 Copyrjg ht JC)2102 C Ry of JacksonviM-- FI --_ 1 _ E# Name Address Total Acres at aP Legal Descriptions Flood andUse Zoning T Value ok net one ASANELLI 4TH ST 18-34 38-2S-29E Not in 170823 001 FABIO M ET AL 00 .23 77 56A3 ATLANTIC BEACH SEC H S! Flood 2233 LOTS 1,2 BLK 77 Zone http://maps.coj.net/WEB SITE/DuvalMAps/toolbar.asp 12/3/2003 5151 Sunbeam Rd. #3 RECE VI ED CITY ATLANTICIBEACH R-016--ft- . DEC 10 2003 Director of Public ;�%orks 1 41411 N.1V V._i, 1,1. JL+L+✓� BY: ------- nFFFRFN('F: Permit#27343 71 W 4th'St Dear`sir: Thi;annlication is for lot#2; the slit screen and drainage details are located on the site plan. Also this lot has an existing drainage culvert in which we intend to use. The damaged swale is located on lot#1,and was as a result of tree re nioval. I I'Fis swab fir+--r: rirain-We c?llvert, s it1h, he_d xxtallc_ will ` _1Ve die? ilc �n Yee cjiR sin it that particular project. If you have any further questions please contact me. Again Thank you for your time. Sincerely Larry Small:.-nod 463-2057 i J%V rJ CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027139 Date 12/03/03 Property Address . . . . . . W 4TH ST Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - -- ---------- ----------- - ----------------- ------ SMALLWOOD, LARRY OWNER 5151 SUNBEAM ROAD (904) 463-2057 --------------------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 10/24/03 Valuation . . . . 0 Expiration Date . . 4/22/04 --------------------- ---- --------- ----- --- - -------- - - ----- - Special Notes and Comments LOT 2 , BLOCK 77 : REMOVE AN 18 . 5" PINE IN THE INTERIOR ZONE WITH NO MITIGATION REQUIRED. Fee summary Charged Paid Credited Due ----------------- ---------- ----- - ---- --- ------- - Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH s>} 800 SEMINOLE ROAD J „ ATLANTIC BEACH, FLORIDA 32233 r INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027139 Date 10/24/03 Property Address . . . . W 4TH ST Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ---- ----------- --------- --------- -------------- SMALLWOOD, LARRY OWNER 5151 SUNBEAM ROAD (904) 463-2057 ----------------------------- ----------- ---------------------- Permit . . . . . . TREE PERMIT Additional desc . Permit Fee . . . . . 00 Plan Check Fee 00 Issue Date . . . . 10/24/03 Valuation . . . . 0 ---------------- ---- - ---- -- ------ - - ------------ ----- Special Notes and Comments LOT 2 , BLOCK 77 : REMOVE AN 18 . 5" PINE IN THE INTERIOR ZONE WITH NO MITIGATION REQUIRED. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 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 Minutes of Tree Conservation Board October 22,2003 Page 2 3. Lot 2, Block 77, Section H (West 4ch Street): Building Official Ford advised that the pine tree in the interior zone measured 18.47" and required no mitigation. A motion was made by Board Member Permenter, seconded by Board Member Carroll, and unanimously carried to direct the Building Official to issue a permit for the removal of an 18.5" pine in the interior zone with no mitigation required. 4. 1729 Ocean Grove Drive: Building Official Ford advised that the 10" oak in the interior zone required no mitigation. A motion was made by Board Member Carroll, seconded by Board Member Permenter, and unanimously carried to direct the Building Official to issue a permit for the removal of a 10.19" oak with no mitigation required. 5. Lot 6, Block 203, Section H (Jasmine Street): Mr. Paul Finley of Beaches Habitat introduced himself. He pointed out to the board that he inadvertently omitted a 16 cabbage palm marked as tree"I" that he would like to remove. He also pointed out that trees "B," "G" and "H" were not located on the property. Mr. Finley explained that the soil on the property was contaminated and the Department of Environmental Protection was requiring them to cap the lot to prevent leaching of the contaminants. He stated that -in order to accomplish this, they needed to remove all the trees to install an impervious membrane two feet down. Board Member Shaughnessy advised trees "C," "D" and "E" were dead. Building Official Ford stated that one hardwood tree and two cabbage palms (trees "F,""A" and"I")to be removed were protected and required mitigation. Mr. Finley advised that Beaches Habitat owned the lot next to this site and asked if they could plant the mitigation trees at this location. Building Official Ford reminded board members that they have allowed off-site mitigation in the past. A motion was made by Board Member Permenter, seconded by Board Member Carroll, and unanimously carried to direct the Building Official to issue a permit for the removal of 32" of palm and 10" of hardwood to be mitigated off-site with 16" of palm and 5" of hardwood and/or by payment into the Tree Fund at$117 per inch. Mr. Finley asked if they could plant the mitigation trees in Francis Cove III. Discussion was held and the board determined that this would be permitted. Building Official Ford clarified that these would be new trees planted at Francis Cove III and did not mean that Beaches Habitat could use trees that were already on this site for mitigation. B. Report to City Commission: Building Official Ford advised that he prepared a summary of the board's activities which he would bring to the next Tree Conservation Board meeting. Board Member Shaughnessy reminded board members that the meeting schedule for November had been changed from November 12 and 26 to November 5 and 19 due to the Thanksgiving holiday. 8. Reports and Announcements Board Member Shaughnessy advised that she ordered "A Handbook for Tree Board Members" from the National Arbor Day Foundation which she thought would be helpful to board members. Building Official Ford stated that he would give a short orientation session to the new board members prior to the next meeting: r CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be submitted with seven (7) copies and received by 5:00 p.m. on the Friday j ten (10) days prior to the scheduled meeting in order to be placed on the agenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. y, APPLICANT NAME ADDRESS TELEPHONE .12 2. ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE (IF LEGAL DESCRIPTION, LIST CLOSEST CROSS STREET) N FOR PR POSED TREE REM : / � '� A 3. REAS OVAL- ' U � T _/Z 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES NO NOT SURE 5. SITE PLAN/TREE SURVEY indicating: a. Existing and proposed structures. b. Location of utilites and easements as applicable. c. Location, species and size of all trees with Diameter at Breast Height (D.B.H.) of six inches or more. d. Location, species and size of all trees to be removed should be clearly marked with an "X". e. Location, species and size of all trees to be perserved on-site for mitigation must be marked with brackets "[ ]". f. Location, species and size of any proposed new replacement trees marked with a circle "0". g. Location, species and size of all trees to be preserved on-site with barricading at tree drip line noted. 6. ON-SITE REQUIREMENTS: a. Barricading at tree drip line of all trees to be preserved. b. Address/legal description must be posted in a conspicuous manner on site. c. The property corners must be marked by stakes or paint indicating the lot. d. All trees identified for removal MUST by marked on-site by RED/ORANGE flagging, paint or tape. e. All trees to be preserved on-site for mitigation MUST be marked with BLUE/GREEN flagging, paint or tape. 800 Seminole Road, Atlantic Beach, Florida 32233 Telephone (904) 247-5800 Fax (904) 247-5845 1 of 4 •+ �� 4g � £ i 4 � i j 7 L ti 4 Y h a: • I t L b S i f ol f f � f 1f/S e J � i H S f { i f 8. LIST TREES PROPOSED FOR REMOVAL: DIAMETER(-) OF TREES SPECIES INTERIOR ZONE** EXTERIOR ZONE** APPLICANT'S COMMENTS OFFICE USE ONLY 9. LIST TREES PROPOSED FOR MITIGATION: DIAMETER(*) OF TREES SPECIES INTERIOR ZONE** EXTERIOR ZONE** APPLICANT'S COMMENTS OFFICE USE ONLY I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION, AND ALL OTHER ,PPLICABLE CODES AND ORDINANCES OF ATLANTIC BEACH. p Ii c is Signature Date Owner's Signature Dat Tree Conservation Board C Date '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. "Interior Zone: outside the 20 foot front/rear setbacks and the 7.5 feet side setbacks(see diagram on previous page). "Exterior Zone: within the 20 foot fronVrear setbacks and the 7.5 feet side setbacks(see diagram on previous page). 4 of 4 i h �s CITY OF ATLANTIC BEACH i f 800 SENIINOLE ROAD �} ATLANTIC BEACH,FLORIDA 32233 v INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027341 Date 1/28/04 Property Address . . . . . . 71 W 4TH ST Tenant nbr, name . . . . . . NEW SFR 1234RAD, 1626SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 106097 Owner Contractor - ------ ---------- -- ------ ----------------------- R.E. HOME INVESTORS SMALLWOOD CONSTRUCTION 5151 SUNBEAM RD. #3 4243 SUNBEAM RD # 2 JACKSONVILLE FL 32257 JACKSONVILLE FL 32257 (904) 730-2503 (904) 744-3353 ---------------------------------- ---- ---------------- - - Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . ALLAN DEES ELECTRIC Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -------- -- --- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 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 WHICNARE PART OF THIS PER?T Al SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Jan 27 04 08: 57p_ JAMES MORENO 9043741616 p• 2 ' CITY OF ATLAN'T'IC BEACH ' ELECTRICAL PERMIT APPLICATION L � Date: i Property Address: _ Owner. Telephone 1h Contractor: / �".f �c/ti/(1 Telephone#• o� 7 Contractor Address:G�� �/•e'-✓r:E' ,�vc', 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 ood -lice listed therein. Building: Building Type: ❑ Trailer Service: If otlux construction a ❑—New tib—residence ❑ Temp. — h`ew beinC&neonthis building 11 Old ❑ Commercial ❑ Signs ❑ Increase Few list it the building ❑ Re-wire O Addition Sq.Ft. ❑ Repair ( Conductor Size: AMPS: O COPPER AL —H Switch or I RACE Breaker 1 AMPS�U_ PH W VOLT y WAY Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO, SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent �d i Fluorescent & j Fixed 0.100 AMPS OVER BELL Appliances TRANSFER- Air RANSFERAir H.P.RATING A.P.RATLWG CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT i Motors 0-1 H.P. VOLTAGE PHNO. OVER 1 H.P. PHS UNDER600V OVFR6wv Transformers NO. KVA NO. KVA No.Neon Transf. Ea. Si n— Miscellaneous I i U� I 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(994)247-5800• Fax: (904)247-5845• http://www.ci.stiantic-beach.fl.lis - CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r} ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027395 Date 12/15/03 Property Address . . . . . . 71 W 4TH ST Tenant nbr, name . . . . . . TEMP POLE TP 01 Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --------------------- --- --- --- -- --- - - - --- -- -- - - - WINTER COPPEN ENTERPRISES 562 KING STREET JACKSONVILLE FL 32204 (904) 338-9757 ---------------------------------------------------- -- --- - -- -- -- ------------ Permit . . . . . . ELECTRICAL PERMIT Additional desc . . 60AMP, 1PH, 3W, 240VOLT 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 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 12/15/2003 16:00 9043389787 COPPEN PAGE 01 Dec 15 03 03g19p Information Systems 247-5045 p• l CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: Property Address: �" i Ownrr: 1A44 I-er6, Telephone 0• Contractor: Telephone N: 'K4 Q96�1 Contractor.address: G 0h 4z) Fax N: In considerid-W.o pstmtt van for doing the wurlc y deurt0ed In the a atremtettr,we hereby.Orae:o Pero"seed work in secordjLn c with the enaohW piens end spetifleoam s which wit u part hereof and in s mrdanor with the City of A11.11ic Uca-. �erdinanee and epndards of goodyrectiae listod therein. BnitdinC: BuitdingType: G Trailer Service: if atha conmecnon is Cl Now d Residence D�fgmp. G✓1`Iew beingwnson htrouddng Q Old O CotntoercW O Signs O increase l�%aa�i�Ike Fuildiaa O Rewire O Addition Sq.Ft. O Repair Cond;uor Size AMM COPPER ET ALLThQNL1M Switch or RACE Breaker AMPS 6g 0 PH W 3 VOLT WAY Ii-Isting service ILAC:E i Site AMPS PH W VOLT WAY � Faeders: NO. SIZ•,E NO SIZE NO SIZE _ighting Outlets CONCEALBD OPEN ----- Rec taclns CONCEALED OPEN Switches -- I lo:andescent __ _ Fluores�ettt & M.V. _ —.— Fixed C.1— . On R BELL x31' A listnaeti _ TRANSFER. _._._ —.-_ Au i P.RATMG-� H-P.RATING, EILING KW-FEAT i t;ondhion,n COMP,MOTOR OTHER MOTORS A44PS JeAT —11j b[utvtg _w_ C•i H.P. VOLTAGE i NO. OV1R 1 H.P. PH5 r'� i JND8R600 V Tnal3:brrncra NO. KV A —� NO.^ KVA r �tiu.Ncon 1'rensf. Ea. Sigh rvliscellancors 800 Semiwole Road.Atlantic Beach, Florida 32233-344!4 Pboae:(904)247-5800. Fax: (904)247-5845• bttp:lJwwar.ei.attarrtio-beoeh.D.us CITY OF ATLANTIC BEACH x� S 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 tea/ r Application Number . . . . . 03-00027341 Date 1/27/04 Property Address . . . . . . 71 W 4TH ST Tenant nbr, name . . . . . . NEW SFR 1234RAD, 1626SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 106097 Owner Contractor - -- --- ------- - -- - - -- -- - - -- - - - - -- - ----- --- --- - -- - R.E . HOME INVESTORS SMALLWOOD CONSTRUCTION 5151 SUNBEAM RD. #3 4243 SUNBEAM RD # 2 JACKSONVILLE FL 32257 JACKSONVILLE FL 32257 (904) 730-2503 (904) 744-3353 ----------------- --- ---- ----------- -- -- ---- -- ------ - ------ ------- ----- ------ Permit MECHANICAL PERMIT Additional desc . . Sub Contractor . . DON' S AIR CONDITIONING Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ---------------- - ------ ---- -- - --- --- - - --- - -- --- - - --- - - -- - Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 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. f`. BUILDING OFFICIAL 0/2crwdL �s CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Property Address: Owner: ��� N�-�y Telephone#: Contractor: DjNr �lL Telephone #:C?o c '8-q4 Contractor Address: ��������2-67-06 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 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 O 3 d Gl L -7 O Oil ❑ Other-Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ,lir" Heat —Space _Recessed 4 Central _Floor Residential -V- Air Conditioning: _Room --c Centralt I+ Duct System: Material �K f Aw, Thickness n � O Commercial Maximum capacity ��'� cfin , O Refrigeration X New Building ❑ Cooling Tower:Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads O Elevator: _- Manlift Escalator (Number) O Replacement of Existing System ❑ Gasoline Pumps (Number) O Tanks (Number) �New Installation O LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System O Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other-Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description n Model# /] Manufacturer Ton's// Agency l t-c� AIv3 HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency 1 �{. �• /�23d `� o Gv�� ��/ 21 Ddu tcL TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH -1 J 800 SEMINOLE ROAD '` r� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027341 Date 12/16/03 Property Address . . . . . . 71 W 4TH ST Tenant nbr, name . . . . . . NEW SFR 1234RAD, 1626SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 106097 Owner Contractor - - ---- - --- - -- -- - --------- ---------- - ----- - ---- - - R. E . HOME INVESTORS SMALLWOOD CONSTRUCTION 5151 SUNBEAM RD . #3 4243 SUNBEAM RD # 2 JACKSONVILLE FL 32257 JACKSONVILLE FL 32257_ (904) 730-2503 (904) 744-3353 ----------------- - ------- -------------- -------- -- - --------- ------- ---------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . EDWARD WINTERS CLASSIC PLUMBIN Permit Fee . . . . 98 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- --------- - ---------- - ----- ---- ---------- Permit Fee Total 98 . 00 98 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 98 . 00 98 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH s PLUMBING PERMIT APPLICATION Date: 1 ,6 3 Property Address: / 1 7�0Owner: / ^ r 5 Contractor: Wc&,jrtg_S Cc ('16 Telephone#: 4163 AS I Contractor Address: 5 i S 1'241 43 Fax#: 3o ` S i ff 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, f� New list the building permit number: ❑ Re-Pipe ��� Number of Fixtures: Bath Tubs Showers _ Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains �_ Washing Machine �7 Lavatory Water Sewer ( Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: 9 X $7.00 + $35.00 = l OUC-) 800 Seminole Road . Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800• Fax: (904) 247-5845• http:iiwww.ci.atlantic-beach.fl.us