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63 W 4th St (vault) Map Output Pale 1 of 1 JAXGIS Property Information 514 !lam -- / f c1d lt- 04 4.1 430 r 1 / $ r, X877- fl C.4 4+64 70-8230010 -V so 97 as 390 � 314 -- '' Copyrig hi{C)2002 C iiy o F jacksanviM—Fl_: E# ame ddress Tota! Acres at aP Legal Descriptions lone ndUseFood Zoning T ValueBook Panel 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!D Flood 2233 LOTS 1,2 ELK 77 Zone W �-y �h %5-t http://maps.coj.net/WEB SITE/DuvaLMAps/toolbar.asp 12/3/2003 'IHU 01 :4d PI.1 SOFf?6I1 GROUP FAX NO. U 213 0003 P. q1 FD n r W. 68 LP N � J E R' ORCHID .STR ET a — caro --------.-....-------a-aoo-rr-a--�are-r----------------------- r a 4 av � M r, � ►° s, Nir43Yq'( •00"1 lor.eo'1 (kroir'00"r uia.On'J �� ►�1y �yN ^ re" a r h CC i g8 Q49 Lcr 0It tq ke g r� ►may 101.78 r,, ` (xarru•oo"c iw.ov'1 t, .�,f� y ��j S 69'l,'OB;' E �'° sPA�sti.Y ioonra (.,,,gU'eo q•r� � � ti `��'7yy n'��i JV ►S7, � �� (60.00 1 M � � bq b��:1 ►sem, (MbYr'oe's foa.o0'J -- "' VAW'U`T gpAresrcr �A•7etn ` �W.VO f �. � I ►U � �ii me n-e' � (nro•r�'oo'r nre00•) s m.; In6, `` ,a 0o 101.0 In 4, I� (.11"1p'nn-W ror.ou•) �I lriccx yu dLM( It �7 r.or r mr r y,otiy Hill ,� ti C hr f4 �b'b � 44� lig Li PERMIT WORKSHEET Certificate of Occupancy 4 10 Job Address: Type Work: Property Owner: Phone # l� •F. � ,rte 73Z) .�Z S3 Contractor: Phone # S rm a I I ne 4'r 7 zyq 35,53 Permit#: Date Issued: Building Inspections: Footing ,6j Slab Tie Beam Lintel Nailing / Sheathing Framing / Cover Up 3- Insulation 3,0 -04 Final Building =1 -q Tree Permit# YES NO Electrical Permit# Date/ Copy to 0�( - �`7C��Z JEA Temp, Pole Permit# Date/ Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# D?qqgq Inspections: Rough Final Plumbing Permit# - k 7 Inspections: Rough / Underslab C) Topout Water/ Sewer Final ' Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# O4- Z_ (.cr& Inspections: Nailing /Sheathing Final (� Fire Inspection: Failed Inspections: Date Paid: Date Paid: ti , � 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: L 3 W 4th St Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:30.0 kBtu/hr - 3. Number of units,if multi-family 1 - SEER: 10.00 4. Number of Bedrooms 3 _ b.N/A - I 5. Is this a worst case? No - 6. Conditioned floor area(W) 1234 ft2 c. N/A - 7. Glass area&type Single Pane Double Pane - - a. Clear glass,default U-factor 0.0 ft2 145.0 ft2 - 13. Heating systems j b. Default tint 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap:30.0 kBtu/hr - c. Labeled U or SHGC 0.0 112 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 W - 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 ft2 - DHP-Dedicated heat pump) b.Under Attic R=19.0, 18.0 112 - 15. HVAC credits - c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts - HF-Whole house fan, a. Sup:Unc. Ret:Unc. AH(Sealed):Garage Sup.R=6.0, 125.0 ft - PT-Programmable Thermostat, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I I Glass/Floor Area: 0.12 Total as-built points: 20765 PASS Total base points: 21140 hereby certify that the plans and specifications covered Review of the plans and THE sT by this calculation are in compliance with the Florida specifications covered by this y0 = 9TFo Energy Code. calculation indicates compliance �tv ,,'°` Q 1 with the Florida Energy Code. W PREPARED BY: �\,�• `� Before construction is completed DATE: this building will be inspected for n 1 hereby certify that this building, as designed, is in compliance with Section 553.908 .fMcoD �y� ym compliance with the Florida Energy Code. Florida Statutes. OWNER/AGENT: i BUILDING OFFICIAL: - DATE: 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 0.94 252.3 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 45.6 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 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'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 15110.8 1.00 1.188 0.341 1.000 6125.4 EnergyGaugeT' DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: W 4th St, Atlantic Beach, Fl, 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®/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 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 12033.7 1.00 1.187 0.467 1.000 6673.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 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 8238.0 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 1 6125 6673 7966 20765 PASS v11 ST 4 tiO4 �FO j�coD WE EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 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 Exterior Windows&Doors 606.1.ABC.1.1 _Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.R.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 i penetrations, between wall panels&top/bottom plates, between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate._ _ Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. ___ ___ Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits, chimneys,cabinets sealed to continuous air barrier; gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Mufti-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiftration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. _ COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided.External or built-in heat trarequired. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer. Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG _ Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeT' DCA Form 60OA-2001 EnergyGauge®/FIaRES'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 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-single pane 0.0 ft2 145.0 ft2 - 13. Heating systems b.Clear-double pane 0.0 ft2 0.0 ft2 - a. Electric Heat Pump Cap:30.0 kBtu/hr - c. Tint/other SHGC-single pane 0.0 ft2 0.0 ft2 - HSPF: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 ft2 - EF:0.91 - b.Frame,Wood,Adjacent R=11.0,165.0 112 - 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 ft2 - 15. HVAC credits - b.Under Attic R=19.0, 18.0 ft2 - (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) 0�-VKE sT4? in this home before final inspection.Otherwise,a new EPL Display Card will be completed , _;s 01 based on installed Code compliant features. ti um a Builder Signature: Date: a° a Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPADOE EnergyStar7mdesignation), your home may qualijy for energy efficiency mortgage(EE"incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.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 850/487-1824. EnergyGauge®(Version:FLRCPB v3.30) RIGHT-J BUILDING ANALYSIS REPORT Entire House Energy Design Systems Job: 11130103 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net For: Home Investors W 4th St,Atlantic Beach, FI I In 19TI loan 111 Htg Cig 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(gr/lb) - 65 113 E Ducts Wails Component Btuh/ft2 Btuh %of load Walls 3.0 2943 15.3 Infiftation Windows 23.9 3469 18.0 w Doors 15.2 607 3.2 Ceilings 1.1 1399 7.3 Floors 26.7 3929 20.4 Do- Infiltration 32.3 5985 31.1 De.X95' Flnnrc Ducts 917 4.8 Total 19249 100.0 Component 8tuhlft2 Btuh %of load woih Mem G.- Walls 2.5 2462 12.5 DAMS Windows 59.8 8669 44.1 r Doors 12.7 508 2.6 Ceilings 1.6 2035 10.3 Floors 0.0 0 0.0 Infiltration 9.8 1813 9.2 Wird- Ducts 1789 9.1 ` Internal gains 2400 12.2 D- Tota I 19676 100.0 Cooling at 81 %SHR=2.0 ton Cooling air 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. wnghtsoft Right-Suite Residential-5.0.66 RSR29784 2003-Dec-01 092927 C\Documents and Settings\customer\My Documents\Wrightsott\W 4th St Atl Bch.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House .10, Energy Design Systems Job-. 11130/03 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone.904-287-5339 Fax.904-287-1258 Email:energydesign@comcast net For: Home Investors W 4th St,Atlantic Beach, FI Notes: s� 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 o Relative humidity 50 /o Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 19249 Btuh Structure 19676 Btuh 0 Btuh Ventilation air 0 cfm Ventilation Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 19249 Btuh Use ta n Rate swingamultiplier 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 (ft) 1234 1234 Total latent equip. load 4537 Btuh Volume (ft3) 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. VVr-j0"tsoft Right-Suite Residential—5.0.66 RSR29784 2003-Dec-01 09:29:27 ACk C\Documents and Settings\customerWy Documents\WrightsoftlW 4th St Atl Bch rsr Page 1 (77 I �' � •I � I � I I � I o� � v r t -- ---- - - - - -- - -- - -- - - - --- - -- --- -'z--- - ---- - - -- FEET -- - ---- - - -f U5 v tT` a — �''— - — - — - — - — - — - — - — - — -— r.=W ANCHOR ENGINEERING, INC. CIVIL ENGINEERS- LAND PLANNERS 4000-11 ST.JOHNS AVENUE JACKSONVILLE,FLORIDA 32205 DATE: /Z4-00f (904)388-1259 COMP BY: � ) / CHK BY. ale PROJECT: SHEET NO. /,SLO77 .SE�TiGW f/ ALL ENGINEERING PERFORMED IN ACCORDANCE WITH ASCE 7.98 AND FLORIDA BUILDING CODE 2001,WIND LOADS, EXPOSURE C, 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 REGION YES NO INTERNAL PRESSURE COEFFICIENT = +/-0.18 END ZONE = 10% (LEAST HORZ. DIMENSION) = 10% or 40% (EAVE HEIGHT)_ ROOF PITCH = 6 : 12 = .f-1 W/ DEGREES THEREFORE, FROM TABLE 1606.2A TRANSVERSE: HORIZONTAL LOADS: (psf) VERTICAL LOADS: (psf) END ZONE WALLS = 42.7 END ZONE WINDWARD ROOF = -37.0 END ZONE ROOF = -11.2 END ZONE LEEWARD ROOF = -25.8 INTERIOR WALLS = 28.5 INTERIOR WINDWARD ROOF= -25.8 INTERIOR ROOF = -6.2 INTERIOR LEEWARD ROOF = -19.6 WINDWARD OVERHANG END ZONE= -51.8 WINDWARD OVERHANG INTERIOR = -40.6 LONGITUDINAL: HORIZONTAL LOADS: (psf) VERTICAL LOADS: (psf) END ZONE WALLS = 30.8 END ZONE WINDWARD ROOF = -37.0 END ZONE ROOF = -16.1 END ZONE LEEWARD ROOF = -21.1 INTERIOR WALLS = 20.4 INTERIOR WINDWARD ROOF = -25.8 INTERIOR ROOF = -9.5 INTERIOR LEEWARD ROOF = -16.3 WINDWARD OVERHANG END ZONE= -51.8 WINDWARD OVERHANG INTERIOR = -40.6 RECEIVEf> CITY OF ATLANTIC BEACH MAXIMUM HORIZONTAL WALL LOADS: (psf) ZONE 1E = 29.7 ZONE 4E = -24.3 ZONE 1 = 21.1 ZONE 4 = -18.1 FEB 1 1 ^014 BY: COMPONENT AND CLADDING DESING WIND PRESSURES: _ _..- Effective Wind Area Interior Zone(psf) End Zone(psf) 0 - 20 sq. ft. 35.0 -37.9 35.0 -46.8 21 - 50 sq. ft. 33.3 -36.3 33.3 -43.7 51 - 100 sq. ft. 31.3 -34.3 31.3 -39.6 101 -200 sq.ft. 29.7 -32.7 29.7 -36.3 I lb ANCHOR ENGINEERING, INC. CIVIL ENGINEERS- LAND PLANNERS 4000-11 ST.JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 DATE: //-Id-CLQ (904)388-1259 COMP BY: ✓P.5 CHK BY. PROJECT: SHEET NO. Zo 7- - 0 7 Q _ -- w C4 p .. , _ Ma . s Q Ct. ,, --- a - Kn -700 iltl II I � I II ! I ' t 11 I ( III t ANCHOR ENGINEERING, INC. CIVIL ENGINEERS-LAND PLANNERS 4000-11 ST.JOHNS AVENUE JACKSONVILLE,FLORIDA 32205 DATE: ZZ-L3� (904)388-1259 COMP BY:V/OS CHK BY: el,6 PROJECT: SHEETNO. /,�corir 77 WIND PERPENDICULAR TO: G,v,2yGE ,cRa,✓T W= /46„5ti WIND LOAD: END ZONE WALL = Q2,7�/ (,q)(3�1 INTERIOR WALL= 28,5`/(e)(7) % (7)(9,5 )J //tel 7 END ZONE ROOF = INTERIOR ROOF = 0 WIND LOAD TOTAL rt 1147 = /G<o' b ASSUME 7/16" OSB, 8 d NAILS, 3 " O.C. EDGE, O.C. FIELD, SPF STUDS 16" O.C. WILL RESIST 1-fo6 plf THEREFORE, REQUIRED SHEAR WALL LENGTH = /(o G D 1 b / 40' 0 plf= FT. LcFJ- �S�4.C//6ti� HAS / SHEAR WALL SEGMENTS, # / , # , # , # , # TOTAL SHEAR WALL LENGTH = O.K. (SIN�GL,E_ Ic SHEATH) 106*7 HAS / SHEAR WALL SEGMENTS, # TOTAL SHEAR WALL LENGTH = ZD,,rf > -gfZ ,G7' O.K. (SINGLE,00~ SHEATH) WIND PERPENDICULAR TO: 6:;vR,9GL' Lr'FT W WIND LOAD: END ZONE WALL INTERIOR WALL= 8, `jz (�9J(��7 = (,8¢ /6s END ZONE ROOF = 3 �c INTERIOR ROOF = WIND LOAD TOTAL= moi: /mss 684 J /zoo%6.5 ASSUME 7/16" OSB, �' d NAILS, 2 " O.C. EDGE, /Z " O.C. FIELD, SPF STUDS 16" O.C. WILL RESIST .100 plf THEREFORE, REQUIRED SHEAR WALL LENGTH = /000 Ibs/ OG plf FT. !'c7NT HAS SHEAR WALL SEGMENTS, # , # TOTAL SHEAR WALL LENGTH = 6. 7f7- > 3, O FT O`K. (S#NbEDOUBLE SHEATH) DoUl3,LE Slt J'A r14 odE2 -Z"x6 ZiyrE��P�z HAS / SHEAR WALL SEGMENTS, # # , # , TOTAL SHEAR WALL LENGTH C) Fr O.K. (SINGLE, E SHEATH) i ANCHOR ENGINEERING, INC. CIVIL ENGINEERS-LAND PLANNERS 4000-11 ST.JOHNS AVENUE JACKSONVILLE,FLORIDA 32205 DATE: (904)388-1259 COMP BY: ✓AS CHK BY: k-10 PROJECT: �E�t f� �1"k'�£j" SHEET NO. 1010c& 77 WIND PERPENDICULAR TO: i2e-w,z- W= 30 "- WIND LOAD: END ZONE WALL = 1Z JZ/(&Xe) 7, �-/_2 INTERIOR WALL 69)(1Z)l _ /.-3r6 8 END ZONE ROOF = INTERIOR ROOF = �1 WIND LOAD TOTAL = �/ �c /✓�6� s 1880 /�s ASSUME 7/16" OSB, 8 d NAILS, " O.C. EDGE, /Z " O.C. FIELD, SPF STUDS 16" O.C. WILL RESIST 400 plf THEREFORE, REQUIRED SHEAR WALL LENGTH lbs 1 X44 plf= 7 FT. a;cr ' TiZc HAS -�l SHEAR WALL SEGMENTS, # G , # 7 , #c, #_L, # TOTAL SHEAR WALL LENGTH = 2d FT O.K. (SINGLE, SHEATH) HAS 2 SHEAR WALL SEGMENTS, # /0 , # // , # , # , # TOTAL SHEAR WALL LENGTH = 47,4"r. O.K. (SINGLES SHEATH) WIND PERPENDICULAR TO: W= 4s ci WIND LOAD: END ZONE WALL 7 zk' (�s�(3�J 5/z /,6s INTERIOR WALL = '.,$,j`"�z ��,�/ �1 s �/6 6 /6J END ZONE ROOF = �f INTERIOR ROOF = fg WIND LOAD TOTAL = �'/,: ,L ; ca c ^6 7<? /Z,,r ASSUME 7116" OSB, d NAILS, O.C. EDGE, /Z " O.C. FIELD, SPF STUDS 16" O.C. WILL RESIST 40o plf THEREFORE, REQUIRED SHEAR WALL LENGTH = f6 78 lbs 1 ..SOD plf= �. 7 FT. F2avr HAS 2 SHEAR WALL SEGMENTS, # # /3 , # , # , # TOTAL SHEAR WALL LENGTH =.- fy EXe� O.K. (SINGLE, E SHEATH) HAS J' SHEAR WALL SEGMENTS, # /-�c , # , # . , # , # / TOTAL SHEAR WALL LENGTH = 23 fr 7 6,7 j O.K. (SINGLES SHEATH) 1" ANCHOR ENGINEERING, INC. CIVIL.ENGINEERS - LAND PLANNERS 4000 - 11 ST. JOHNS AVENUE (904) 388-1259 Calc. By: Page: Chkd. By: k,6& Date: /- 2z-OX Project: // .�refr r 77 Shear Wall Segment Overturning Moment & Hold Down Schedule S.W.S. S.W.S. _ Overturning Hold Down S.W.S. No. Wind Load 0 Length X Height _ Moment Schedule / /G(0 D/as /6 Fr x 2 /6 6 o/6s ?o Fr x !64 lij .u/.ii'(/) 1 T.2 4 6, 7 Fr x Pf'r - /433 ,�` 708 ;0' ar Til ,# /o # /' /�38 0 /6: X,e /Z /3 =6/-,? 1.6j Note: Other connectors of equal or greater strength may be able to be substituted l" Calculated By: J.P.S. Page UCS 1 Checked BY: R.J.B. Date: 1-28-04 PROJECT: SMALLWOOD LOT- WEST 4TH STREET UPLIFT CONNECTOR SCHEDULE Rafter/ Uplift Truss Truss Truss Truss No. lbs to Top Plate to Top Plate to Top Plate Cil -498 H-8 Cil -98 NAILED CJ3 -343 H-8 CJ3 -101 NAILED CJ5 -311 H-8 CJ5 -200 NAILED EJ3 -343 H-8 EJ3 -101 NAILED EJ4 -175 LUS-24 EJ4 -80 H-8 EJ7 -292 LSU-26 EJ7 -307 H-8 HJ3 -454 H-8 HJ3 -90 NAILED HJ7 -381 SUR/L24 HJ7 -495 H-8 HJ7 -155 SUR/L24 T01 -1202 (2) H-8 T01 -976 (2) H-8 General Note: Other connectors of equal or greater strength may be able to be substituted. i' Calculated By: J.P.S. Page UCS 2 Checked BY: R.J.B. Date: 1-28-04 PROJECT: SMALLWOOD LOT- WEST 4TH STREET UPLIFT CONNECTOR SCHEDULE Rafter/ Uplift Truss Truss Truss Truss No. lbs to Top Plate to Top Plate to Top Plate T02 -685 H-8 T02 -685 H-8 T03 -449 H-8 T03 -689 H-8 T04 -1651 2 MTS-12 T04 -1352 (2) MTS-12 T05 -934 MTS-12 T05 -934 MTS-12 T06 -930 MTS-12 T06 -930 MTS-12 T07 -935 MTS-12 T07 -935 MTS-12 T08 -738 MTS-12 T08 -902 MTS-12 T09 -764 MTS-12 T09 -857 MTS-12 T10 -806 MTS-12 T10 -836 MTS-12 BOTH ENDS BOTH ENDS T11 -2267 3) MTS-12 (3) MTS-12 General Note: Other connectors of equal or greater strength may be able to be substituted. 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 112 INCH THREADED RODS ** ALL SHEATHING SHALL BE MIN. 7116 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 118 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 112 inch PLYWOOD FLITCH UNLESS OTHERWISE NOTED. �,,sy ROOF SHEATHING MATERIALS AND APPLICATION INSTRUCTIONS ** Sheathing for the roof shall be 15132 inch Exposure 1 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. r Builders FirstSource Project Information for: J59383 Builder: Home Investors Lot : 1-77 W 4th Street Subdivision: ATLANTIC BEACH "January6,2004 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 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. Contractor of Record:Ronald J. Bongiovanni Florida License No.24255 Address: 4000-11 St Johns Ave., Jacksonville, Florida 32205 Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building contractor of record, as defined in ANSI/TPI 1-1995 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. # Truss ID Dwg. # Seal Date 1 Cil J1070944 1/26/04 2 CJ3 J1070945 1/26/04 3 CJ5 J1070946 1/26/04 4 EJ3 J1070947 1/26/04 5 EJ4 J1070948 1/26/04 6 EJ7 J1070949 1/26/04 7 HJ3 J1070950 1/26/04 8 HJ7 J1070951 1/26/04 9 T01 J1070952 1/26/04 10 T02 J1070953 1/26/04 11 T03 J1070954 1/26/04 12 T04 J1070955 1/26/04 13 T05 J1070956 1/26/04 14 T06 J1070957 1/26/04 15 T07 J1070958 1/26/04 16 T08 J1070959 1/26/04 17 T09 J1070960 1/26/04 18 T10 J 1070961 1/26/04 19 T11 J1070962 1/26/04 Project Information for: J59383 Builder: Home Investors Lot : 1-77 W 4th Street Subdivision: ATLANTIC BEACH aC1U8 , O04 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 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. Contractor of Record:Ronald J. Bongiovanni Florida License No.24255 Address: 4000-11 St Johns Ave., Jacksonville, Florida 32205 Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building contractor of record, as defined in ANSI/TPI 1-1995 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. # Truss ID Dwg. # Seal Date 1 Cil J1070944 1/26/04 2 CJ3 J1070945 1/26/04 3 CJ5 J1070946 1/26/04 4 EJ3 J1070947 1/26/04 5 EJ4 J1070948 1/26/04 6 EV J1070949 1/26/04 7 HJ3 J1070950 1/26/04 8 HJ7 J1070951 1/26/04 9 T01 J1070952 1/26/04 10 T02 J1070953 1/26/04 11 T03 J1070954 1/26/04 12 T04 J1070955 1/26/04 13 T05 J1070956 1/26/04 14 T06 J1070957 1/26/04 15 T07 J1070958 1/26/04 16 T08 J1070959 1/26/04 17 T09 J1070960 1/26/04 18 T10 J 1070961 1/26/04 19 T11 J1070962 1/26/04 Job Truss Truss Type Qty Ply LOT-1/77 WEST 4th St. - J1070944 J59383 Cil ROOF TRUSS 8 1 (optional) ' Builders FirstSource,Jacksonville,FL.32244 4.201 SRI s Oct 17 2001 MiTek Industries,Inc. Fri Jan 23 08:20:05 2004 Page 1 -2-0-0 1-0-0 2-M 1-0-0 3 Scale:1.5•=1' 6.00 F12 2 4 20= t 1-0-0 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.00 2 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.09 1-2 >274 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:7 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=-98/Mechanical,2=277/0-3-8,4=14/Mechanical Max Horz2=132(load case 4) Max Uplift3=-98(load case 1),2=-498(load case 4) Max Grav3=261(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 15 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 I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 98 Ib uplift at joint 3 and 498 Ib uplift at joint 2. LOAD CASE(S) Standard ``11111111//7 vNCE q Q' 11FICA•••••.4, v �•V�� TF .F _ * No. 21475 - ,p STATE OF O '•F�ORIOP . Qin RFs'••.....•••' January 26,2004 AL Waming-Verity design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 IOBuilders 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 �(•'1 regarding fabrication,quality control,storage,delivery,ereFi S(lam\JO rc Specification,enaction and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specifition,and HIB-91 1!-•• Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply LOT-1/77 WEST 4th St. J1070946 1.159383 CJ5 ROOF TRUSS 4 1 (optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SRI s Oct 17 200 MiTek Industries,Inc. Fri Jan 23 08:20:06 2004 Page 1 -2-01'0 5-0-0 2-0-0 5-0-0 3 Scale=1:16.9 6.00 12 2 4 1 2x4= 5-0-0 5-M LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.03 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.18 1-2 >146 BCLL 10.0 Rep Stress Incr YES WB 0.00 HOrc(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=102/Mechanical,2=34810-3-8,4=72/Mechanical Max Horz2=229(load case 5) Max Uplift3=-200(load case 5),2=-311(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 15 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 I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 200 Ib uplift at joint 3 and 311 Ib uplift at joint 2. LOAD CASE(S) Standard `�t11I11 //� C E q• 'VIFIC '•. �j. '9TH•. t<` = = No. 21475 * - ,,0 STATE OF ')'O ••.-'tORIOP /�/ Itlttt`` January 26,2004 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE Buil&rs 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 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 F i r stS ou rc e regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DS6-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply LOT-1177 WEST 4th St. J1070948 J59383 i EJ4 ROOF TRUSS 2 1 (optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Fri Jan 23 08:20:07 2004 Page 1 4-8-0 2X4 Ill 4-8-0 THIS TRUSS IS NOT DESIGNED TO 2 Scale=1:14.0 SUPPORT LOADS FROM CONVENTIONAL FRAMING. 6.00 F12 1 3 2x4= 4.8-0 - 2x4 II 4-8-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 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 Incr YES WB 0.05 Horz(TL) 0.00 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl=240 Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 1=184/0-3-8,3=184/Mechanical Max Horz 1=1 80(load case 4) Max Upliftl=-80(load case 4),3=-175(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 15 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 I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 80 Ib uplift at joint 1 and 175 Ib uplift at joint 3. LOAD CASE(S) Standard e `�tllllf �t' vL-1 C No.21475 * - STATE OF 0 �tOR10P SF ' •.....•• ''GX, /'i/'S`s/ONALO January 26,2004 Warning-Verity design Parameters and READ NOTES ON THIS 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 building component to be OBuil&rs 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 F i rst S o u rc e regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-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,WI 53719 - IJob Truss Truss Type Qty Ply LOT-1/77 WEST 4th St. IJ59383 HJ3 ROOF TRUSS 2 1 J1070950 o tional � • Builders FirstSource,Jacksonville,FL.32244 4.201 SRI s Oct 17 2001 M!TekIndustries,Inc. Fri Jan 23 08:20:07 2004 Page 1 -2-9-15 2-4-6 4-2-15 2-9-15 24-6 1-10-9 4 2.4 2x4 4.24 12 3 2 5 2x4 1 2x4= 4-2-15 4-2-15 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) -0.01 2-5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.43 1-2 >86 BCLL 10.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 5 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=240 Weight:21 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 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 4=69/Mechanical,2=295/0-4-15,5=-16/Mechanical Max Horz2=146(load case 2) Max Uplift4=-90(load case 2),2=-454(load case 2),5=-16(load case 1) Max Grav4=69(load case 1),2=295(load case 1),5=180(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=50,2-3=96,3-4=19 BOT CHORD 2-5=-136 WEBS 3-5=148 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 15 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 I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 90 Ib uplift at joint 4,454 Ib uplift at joint 2 and 16 Ib uplift at joint 5. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 �� CN\i E q A Uniform Loads(plf) Vert:1-2=-54.0 �t�L •�i Trapezoidal Loads(plf) Q.: �CIFIC y Vert:2=-2.8-to-4=-57.3,2=-0.0-to-5=-31.8 _- No. 21475 * = ,p STATE OF - �i ` IIlilttt January 26,2004 A warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 BEFORE USE . Design valid for use only will. Appl connectors.This design is based only upon parameters shown,and is for an individual building component to be t t �� 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 r ^.+ regardin fab is the erector. Additional permanent bracing of the overall structure It the responsibility of the building designer.For general guidance F I 1 S SOU�C V regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-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,WI 53719 ;Job Truss Truss Type Qty Ply LOT-1/77 WEST 4th St. J59383J iT01 SPECIAL '1 1 1070952' (optional)----- Builders o tional _Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Fri Jan 2308:20:09 2004 Page 1 -2-0-0_ 3-0-0 -6�-14 9-8-0 12-11-2 _ 16-4-0 _ _ 19-4-0 21-4-0� 2-0-0 3-0.0 3-4-14 3-3-2 3-3-2 3-4-14 3-0-0 2-0-0 = +MEMBER TO BE LATERALLY BRACED FOR Scale 1:40.0 HORIZONTAL WIND LOADS.BRACING 4x6 SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 4x6= 2x4 11 2x4 I I 2x4 II 3x8 7 1 = 3x8 2x4 II 4x6= 6.00 12 3 4 x II II 6 7 + + + + d 2 8 9 Io 3x8= 14 13 12 11 10 3x8= 3x4= 2x4 II 3x8= 2x4 it 3x4= 3-" 6-4-14 9-8-0 12-11-2 16.4-0 19-4-0 3-0-0 3-4-14 3-3-2 3-3-2 3-4-14 3-0-0 Plate Offsets(X,Y): f270-4-12,0-1-81,[8:0-4-12,0-1-81,[15:0-3-11,0-2-4],[17:0-3-11,0-2-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) 0.33 12 >690 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.36 12 >643 BCLL 10.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.09 8 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl=240 Weight:131 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D'Except* TOP CHORD Sheathed or 4-0-2 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 3-11-6 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1481/0-3-8,8=1481/0-3-8 Max Horz 2=1 28(load case 4) Max Uplift2=-1202(load case 4),8=-976(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=49,2-3=-2578,3-4=-2322,4-5=-4484,5-6=-4484,6-7=2322,7-8=-2578,8-9=49 BOT CHORD 2-14=2235,13-14=3962,12-13=3962,11-12=3962,10-11=3962,8-10=2235 WEBS 3-14=926,4-14=-1818,4-13=115,4-12=578,5-12=-386,6-12=578,6-11=115,6-10=-1818,7-10=926 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 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category Il,condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 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 Gable End Detail" ` C E ' 4)Provide adequate drainage to prevent water ponding.-4 t 5)Gable studs spaced at 1 -0 oc. _at�`XAA 10 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1202 Ib uplift atjoint 2 and 976 Ib uplift at , v' • r)FSG. �y joint 8. 7)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. V 8)The building designer is responsible for the design of the roof and ceiling diaphragms,gable and shear walls,and supporting shear walls* N O. 2147 5 * — Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. LOAD CASE(S) Standard .o STATE OF 1)Regular:Lumber Increase=1.25,Plate Increase=1.25F�OR��P' Uniform Loads(plf) �`� Vert:1-3=-54.0,3-7=-123.6,7-9=-54.0,2-14=-30.0,10-14=-35.3,8-10=-30.0 Concentrated Loads(lb) �,SS/ONALO Vert:14=-63.0 10=-63.0 '/1 1 1 I I t 0 January 26,2004 Warning-Verity design parameters and READ NOTES ON THIS 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 building component to be OBuilcLors 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 regardin fabrication, is thedo erector. Additional permanent bracing io the overall structure It the responsibility of the building designer.For general guidance I��O�� 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,WI 53719 Job Truss Truss Type Qty Ply LOT-1/77 WEST 4th St. J1070954 J59383 T03 ROOF TRUSS 4 1 (optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Fri Jan 23 08:20:10 2004 Page 1 2 0 0 5-14 9-6 0 14-2-12 19-3-8 19-4-0 2-" 5-14 4-6-12 4.6-12 5-0-12 0-0-8 - Scale=1:36.4 4x6= 4 6.00 12 2x4 J 2x4 3 5 ci 6 2 Ig 3x6% 7 3x6 3x8= 9-8-0 194-0 9-8-0 9.8-0 Plate Offsets(X,Y): L270-2-10,0-1-81,f6:0-2-10,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 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) 1 st LC LL Min I/deft=240 Weight:87 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 5-4-1 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 7-11-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 6=793/0-3-8,2=926/0-3-8 Max Horz2=273(load case 4) Max Uplift6=-449(load case 5),2=-689(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 15 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 I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 449 Ib uplift at joint 6 and 689 Ib uplift at joint 2. LOAD CASE(S) Standard `� = * No. 21475 - -o STATE OF - �SS/ONALENG\�`� ',�frfllltl`` January 26,2004 A Waming-Verify design parameters and READ NOTES ON THIS 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 building component to be � LIBuil&rs 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 (��O �� 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,WI 53719 - Job Truss Truss TypeQty Ply LOT-1177 WEST 4th St. 2 J59383 T04 ROOF TRUSS 1 J1070955 (optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Nov 16 2000 MiTek Industries,Inc. Fri Jan 23 16:09:16 2004 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=-54.0.2-33=-77.9,14-33=-169.7,14-34=-169.7,34-35=-121.9,12-35=-30.0,10-12=-30.0 Warning-Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 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 10Bui1&rs 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 ��^O �� regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 J Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply LOT-1/77 WEST 4th St. J1070957 J59383 T06 ROOF TRUSS 4 1 (optional) r Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Fri Jan 23 08:20:112004 Page 1 2-0-0 1 7-94 15.0-0 �6-1-0 21-6-12 211$8 25-5-5 30-0-0 32-0-0; 2-0-0 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 3x4 3x6 5 3 2x4= 6 2 0 2x4 II 9 7 1 6x8= 8 (o 3x6= 13 12 11 3x8= 3x6= 2x4 11 3.00112 2x4 11 7-9-4 15-0-0 16-1-0 21-8-8 30-041 7-94 7-2-12 1-1-0 -5-7-8 8-3-8 Plate Offsets(X,Y): [10:0-2-810-2-121 LOADING(psf) PACING 2-0-0 CSI DEFL n (loc) I/deft PLATES GRIP TCLL 20.0FSPlat es Increase 1.25 TC 0.63 Vert(LL) -0.36 9-10 >995 M1120 249/190 TCDL 7.0Lumber Increase 1.25 BC 0.81 Vert(TL) -0.51 9-10 >705 BCLL 10.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.27 7 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl=240 Weight:162 Ib 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 5-2-2 oc bracing. 11-14 2 X 4 SYP No.3 WEBS 1 Row at midpt 10-13,5-10 WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1381/0-3-8,7=1382/0-3-8 Max Horz2=330(load case 4) Max Uplift2=-930(load case 4),7=-930(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 15 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 I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Bearing atjoint(s)7 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify a capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 930 Ib uplift at joint 2 and 930 Ib uplift at joint 7. 'NCEA. p'�,� LOAD CASE(S) Standard `� �� '�SIFIc 9� / v '6 - No.21475 - .p STATE OF 'pOH FtORIOP' January 26,2004 A Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 OBuilders 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 ��^O �� regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 J Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 _ Job Truss 1 Truss Type Qty Ply LOT-1/77 WEST 4th SL J1070959 IJ59383 T08 - ROOF TRUSS 1 1 r _ (optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SRI s Oct 17 2001.MiTek Industries,Inc. Fri Jan 23 08:20:12 2004 Page 1 2=3-8 i 7-7-12 13-0-0 15-4-8 _17_-0-0 23-2-12 30.0-0 32-0-0 23-8 ,5-4.4 544 2-4-8 1-7-8 6-2-12 6-9-4 2-" Scale=1:58.4 5x8= 4x6= 5 6 6.00 12 3x4 4 3x4-- 3 7 m 0 2 m 8 I 1 4x10= 15 14 2x4 II 9 Iv 0 4x6 2x4 II 3x4= 12 11 10 3x6= i 2x4 11 5x8= 5x6= 2x4 11 2-3-8 7-7-12 13-0-0 154-8 17-M 23-2-12 30-0.0 2-3-8 5-4-4 54-4 2-4-8 1-7-8 6-2-12 6-94 Plate Offsets MY): [5:0-6-0,0-2-81,[6.0-3-4 0-2-0] [8726-2-0,13-3-15],[8:0-0-4 Edge] [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) 0.43 2-15 >825 M1120 249/190 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 I/defl=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 7-2-11 oc bracing. Except: BOT CHORD 2 X 4 SYP No.2D'Except` 2 Rows at 1/3 pts 2-14 12-16 2 X 4 SYP No.3 Attach scab with a double row of 0.131"x3"nails spaced WEBS 2 X 4 SYP No.3 8"o.c.staggered 4".Refer to drawing CNNAILSPI299 LBR SCAB 1-4 2 X 6 SYP X No.1 D one side for additional nail spacing information. REACTIONS(Ib/size) 1=1220/0-3-8,8=1391/0-3-8 Max Horz 1=-331(load case 5) Max Upliftl=-738(load case 4),8=-902(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 15 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 I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. i 4)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify ��N capacity of bearing surface. a 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 738 Ib uplift at joint 1 and 902 Ib uplift at `► `FAL+'' 9�y joint 8. = * No. 21475 * - LOAD CASE(S) Standard STATE OF SFS' •.....• NGS January 26,2004 A Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE 1 Design valid for use only with MiiTek 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 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 ��('1J O �� regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification.and HIB-91 Fir (e Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job- Truss Truss Type Qty Ply LOT-1/77 WEST 4th St. J59383 T10 ROOF TRUSS I 1 1 (optional) J1070961 Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Fri Jan 23 08:20:14 2004 Page 1 1 2-941 5-10-12 g-0-0 I 15-0-8 21-0-0 _, 25-2-12 30-0-0 32-0-0� 2-9-8 3-1-4, 3-1-4 6-4.8 5-7-8 4-2-12 4-9-4 2-" Scale=1:55.7 5x8= 20 II 410= 5 6 6.00112_ 7 3x4 i 4 3 2x4 8 o_ 4x6 2EE _ v R ' 9 IQ 4x,0= 15 14 8x12 1 1� 4 2x4 11 3x4= 0 12 11 3x8= 2x4 II 4x10= 2-9-8 5-10-12 9.0.0 15-4-8 21-0-0 30.0-0 i r 2-9-8 3-1-4 3-1-4 6-4-8 5-7-8 9-0-0 Plate Offsets(X,Y): [2:1-8-7,0-4-21,[2:0-8-4,0-0-01,[5:0-6-0 0-2-81,[7:0-7-0,0-2-01,[9: -8-40-0-10] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) 0.38 13-14 >942 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) 0.46 13-14 >773 BCLL 10.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.24 9 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:179 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 D'Except` TOP CHORD Sheathed or 3-8-15 oc purlins. 5-7 2 X 4 SYP No.2D,7-10 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. Except: BOT CHORD 2 X 4 SYP No.2D 1 Row at midpt 2-14 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=-263(load case 5) Max Upliftl=-806(load case 4),9=-836(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 15 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 I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. o- 4)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify t t I 1 ►►►/ capacity of bearing surface. Ci E 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 806 Ib uplift at joint 1 and 836 Ib uplift at : ��N....•A' joint 9. Q�••' IFIL+ LOADCASE(S) Standard — * ; No. 21475 STATE OF 'PO� F�ORIOP' ' k', , SS/ONALENG`�`� ''►► ► 111 { 1\\\ January 26,2004 Warning-Verify design Parameters and READ NOTES ON THIS 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 building component to be OBuil&rs 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 regardin bifab is the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance ��/^�O �� regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 ``.,J Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,W 153719 m D -� r `r N i D -i D E2 ;a x m m Z D L" I _v r m I I A\w n nZ p fl� �a 0a(� z H o m-0 � :3 c m A c m om m m "-� x Oan -N m � m Z o - scq cp—pp � c3 - 6C05.n pm - Q (Q Q Q 3Q 3 Q n N O 7 3N Qo 0 o moo' �o '� 3 ° •nE m _0`. Q � �3 � Qo o �p � D 00 nm 3v,m o� mmn -m5� '! o � (Q�. QOQ �m Amo c c� Z �' a m N D n Q a (p a3 M �� (D c - ac Z n 0 m y A� TOP CHORD 7 3 A n n n O O Z W = z C l N L. (gyp ° D m A mZN C T. r f7 m HOZ n -1 O3 c wn :r * O m rC=o ' aaD m Q O OD w2a m 0 o 0 D D O a A U3 N O Q A ;;o 0 N 10 A ,0 C7 Z (n coo w N a m - C)c z �, N N o. 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O m �� 'M m Q Q x o Q o o a_° m Q(° m O O V, Q °c c n o'(Q �(Q Q a m(D Q m o N �a Q m n m rn a a�Q O „ Q o'er o a a m 7 o o n g � ' 3 m -o O O Q- Qp DO N Q 2pQ 3 �N- ON' QNQ mo(^ 7 v Q(Q(p _ � m p Q C0 ID -0 a 0 M 0 - -0 0;- �(D m m o Q �� Q C < 0 0 � (D O QO O �N O � EL Qm o o•o 0 O � c � m Q � � a Qp � Qfm n ° i'+° �n Q - mN 0 n 3 92 0 M - p o Qpm o m c n .n c O- m Q ° Q _ c Q O Q N CD r oa Qm n op Oypaam =m - Q 6 - OO D� QcO, �r `i •Q�.m mp � °p �n -o3 z5 n a � Q p_p m (OF n D oa N Q60 m Q a70 Q 6 DO i--.Qom 3 n (Q m ,n -0 MQ aO Q Q QQp 0 m� p3nn C ✓y(QD M o pm 0:3 O oQ - :" m Q m C(Q Q O CD rn . o ° Q m00 � M 5 o m � QaQ 3 a C o° 4 �0 - (D Z o -Q Q � O -t o (D N CITY OF ATLANTIC BE)4CH BUILDING & ZC JING �., 3n / r ._ FEB 1 8 2004 1 20' 5.Rl-- rAl "n4 I STORY STRUCTURE ' Q cv rw � 3 57fa t 0 , 20 5,f;-'L. f DRIvEWAY 9 i 3' UUIDE SIDFEUJALK 9 n Ole v . . ..._ _.. . Aj erl T� ell, 3'9 ,�' 40 & o b er 74 / N T5. y ' o"D Li V �13v 1�nf w� i (O Com DR��;' I \ice T71 ti CITY OF ATLANTIC BEACH ... i j 800 SEMINOLE ROAD ►} ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027799 Date 3/02/04 Property Address . . . . . . 63 W 4TH ST Tenant nbr, name . . . . . . HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ----------------- -- ----- ------------------------ MCGRATH, JUNE DAVID A TAYLOR HEATING & AIR 63 4TH ST 5465 CLIFF ST ATLANTIC BEACH FL JACKSONVILLE FL 32205 ATLANTIC BEACH FL 32233 (904) 783-6800 (904) 463-2006 ---------- --------------------------- ----- ---------------------------------- Permit MECHANICAL PERMIT Additional desc 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 E 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 AREVART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Y if CITY OF ATLANTIC BEACH. MECHANICAL PERMIT APPLICATION �Jii �• � Date: - Property Address: Owner: J C Grath Telephone #: Contractor: X��fTelephone #:y Contractor Address: &1,4)y Fax In consideration of permit given for doing-the d ribed to the above statement,we hereby agree to perform said work in accordance iwith 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: It other construction is being done on this building or site, list the building p�:nnit number: LyLP — —Electric— ` ❑ Gas: Natural Central Utility ❑ Oil Q Other-Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK t�`eat _ Space _Recessed _4�ntral —Floor �Rcsidential ir Conditioning: _Room :-Central Duct System: Material Thickness ❑ Commercial Maximum capacity_____J��_cfin Z) I�efrigeraiion J New Building 0 Cooling Tower: Capacity gpm ❑ Existing Building 0 Fire Sprinklers: Number of Heads 0 Elevator: __ Manlift Escalator—_ (Number) O Replacement of Existing System ElGasoline Pumps _ ,(Number) ❑ Tanks _ i(Number) ❑ New Installation ❑ LPG Containers ____(Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers 0 Gas Piping 0 Other-Specify i O Other—Specify =LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'8 Approving Number Units Description Model ii Munutncttirer Too's Agency I HE�FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model H Manufacturer BTU's Agency jo 41, --�- X42 r TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. -Agency 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atlantic-beach-il.us ff ' ATLA Nr BEACH - - 800 SEMINOLE ROAD ATLANTIC I EIA-Br H, 1,111"I `.f A JLC✓, TP Application vw.i iter 04-00027692 Date 2/25/04 Property Address . . . . . . r: 4TH ST 63 Awl rn C!n�T/? Tenant ribr, Slarve is `:�'__ sc „ L.•�; � � '- T, 4 rrriT,*.i^rt SIN[�T,F FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED ii.oat-r-i-n1 :sCllu(1t.ivi i_i f�ii_!_c1 t�L+Jt lJwile% F._ F. HOME INVESTORS SMALLWOOD CONSTRUCTION 5151 SUNBEAM RD. #3 4243 S UN i3EAll RD tt 2 -�"y:�[FT_ T ;'I 77n('vf,0%7JTLLE PL 32257 lJ I1`.LIZI•`.�i•F V Z Ljl;_i - (904) 730-2053 (904) 744-3353 Ve=m-3... _ - _ r.�•3+_1P_=.__:--iL rL�il.-:�a. ri:itli iUn:�,:. -TIT'Cl 71T U f'rPD T 11 -- — —LTi i- i'tii'--ii _ � jYj{i_31-iiti Lfui:a.✓ +++J3�"v i__+� Ki_L�. i llii_iiY11�L Tl=AAT- TS APPROVED TA7 T`�`HO1c_) �i�-.�Y POR,_____ L ZJ LIL�111 1.w7 __ _ - .is r y e`. . _ _� _Le U_L L.i7l 1.1 3_• E_ t-e8itiiiTiit au y Grand Total T - t'i.i o� _ no 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT HE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED KWAY Wf F!"HI_R i,ii, RACE'-' CIlI.T IN THE PRt)PEliTY t�Wi�IER PAYING TWICL;FOR BUILDING`IIvII'RCVEMEN'I,T,ISSUFD ACCOKDH4G TO APPROVED PLANS - nrns:s• i3Li,'artar 1'_ '— Wlilt li ARE PART lJt TMS YCi(Svlii iuVi)�iio ici i iii iG V s:t T i:3 li 17VfL1l1fv4� iil'1 il. L i r j X1L'J` .A, "•:1,t CITY OF ATLANTIC BEACH ^' 7 _. =r ELECTRICAL PERMIT APPLICATION Date: Property Address: ' Owner: T-2/Lj l'�55zir� � 5c 'S Telephone 7 _ Contractor: Telephone#—U- Contractor Address: ,flv �t'icice Ae Fax#: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is X. New >K, Residence ❑ Temp. Ar- New being done on this building Or site,list the building ❑ Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire ❑ Addition Sq. Ft. ❑ Repair p4-(— a-J(p �}Z Conductor Size: AMPS: COPPER El ALUMINUM Switch or RACE Breaker AMPS PH f W VOLT WAY ?� Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED f OPEN Receptacles CONCEALED OPEN 0 30 AMPS If 100 AMPS Switches c'> Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances 4^ TRANSFER. Air H.P.RATING H.P.RATING ''/ CEILING KW-HEAT ConditioningCOMP.MOTOR OTHER MOTORS AMPS Y� HEAT U Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf Ea._Sign Miscellaneous 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r ATLANTIC BEACH,FLORIDA 32233 V INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027692 Date 2/25/04 Property Address . . . . . . 63 W 4TH ST Tenant nbr, name . . . . . . NEW SFR 1234RAD/1626 SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor - ------------------------ ----------------------- R.E. HOME INVESTORS SMALLWOOD CONSTRUCTION 5151 SUNBEAM RD. #3 4243 SUNBEAM RD # 2 JACKSONVILLE FL 32257 JACKSONVILLE FL 32257 (904) 730-2053 (904) 744-3353 ------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 555 . 00 Plan Check Fee 260.00 Issue Date . . . . Valuation . . . . 120000 --------------------------------------------------------- 1"-mments OUT REAR PORCH. ------------------------------------------ ----- . . . CITY RADON SURCHARGE • 30 CAPITAL IMPROVEMENT 325. 00 Cit of ST CONSTRUCTION SURCHARGE 7 . 31 1 x Ntlantic Beach AB CONSTRUCTION SURCHARGE . 81 DS141THRECEIPT : SECTION H IMPACT FEE 750 . 00 Date: 2/25/8461 Type: DC Drawer; 1 Receipt no.. 36417 STATE RADON SURCHARGE 5 . 86 Description Guntity SEWER IMPACT FEES 1250 . 00 27692 At,ount WATER IMPACT FEE 410 . 00 BUILDING PERMITS WATER CONNECT/METER ONLY 85 . 00 1.00 $3684.28 WATER CROSS CONNECTION 35. 00 T�er detail CIEW 1490 $3684.28 arged Paid--- Credited Due Total tendered ---- --- Total payaent x.28 555 . 00 555.00 . 00 . 00 Trans date: 2/25/04 Tile. 8.86:25260 . 00 260 . 00 . 00 . 00 2869 . 28 2869 . 28 . 00 . 00 3684 .28 3684 .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. BUILDING OFFICIAL CITY OF ATLANTIC BEACH tJ PERMIT CALCULATION SHEET Date: ; ' 2- Address �� r T— /y f' � .3 cJ,�s , Heated Square Footage /13 y @ $ per sq ft = $ Garage/ Shed 3g Z @ $ J per sq ft = $ Carport/Porch � Per$ ft = $ @� 5 Deck �a , per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ o? 0 O D d Total Valuation i St $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: - . TOTAL BUILDING FEE $ ZONING: 46 ' / + 1/2 Filing Fee $ FLOOD ZONE: _x (t) Fireplaces @ $35.00 $ 3 IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ L) � WATER IMPACT FEE $ y/0 Lkflo V T SEWER IMPACT FEE $ 1 2J D WATER METER/TAP $ �Sr CAPITAL IMPROVEMENT$ �� S SEWER TAP $ ' 0 — POP/� N C (123�j RADON HRS .0050 $ l� SECTION H PAVING C, 6') $ 73-0 CROSS CONNECTION $ 3 S ST(1626) SURCHARGE $ OTHER $ ND TOTAL DUE: $ 1/13/03 irL`Irj s RE Cisl `ilEM ... f1 C!TY OF ATLANTIC BEACH CITY OF ATLANTIC BEACH JAN 13 2004 �vJ'31', BUILDING PERMIT APPLICATIQl q '�d7T V D T;C�TTI�I�T' •'t,i' ITFUR Nh W J11V VLL 1 2-u�=W }Y nT TpLr f+ [�TnT T/�T�h ` w�* Date: / Job Address: Owner of Property: Address: 5—/ ��c�� 'rt7 Telephone: Legal Description: Block Number: Lot Number: Zoning District: Contractor: ��y1�4 ,yr�1 Ca.� St/ate License Number: C!I C e9-f',966 5 Contractor's Address: „�,' )� �u�/✓E Telephone:��'�� I� � ��'`' Fax: Describe proposed use and work to be done: 5141( 1*44" t4 61,y S :to Gll Present use of land or building(s): LAC-,4 tt)T Valuation of proposed construction: 'Z Is approval of Homeowner's Association or other private entity required? &LIf 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. SJ-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 #0�1 vtk&A Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. r�- Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department.which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Revised 1/14/03 Page l 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 jurisdietianal wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of owner: 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 Jthat the plans apd supporting data have been or shall be provided as required Signature of Con -zG11"edam Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: 4eey Mailing Address: Telephone: Uf X163 2-4) 7 Fax: 710 E-Mail: AS TO OWNER: Sworn to and subscribed before me this J day of '_'t u_0_4-V ,206• State of Florida,County of Duval Notary's Signatur . ElPersonally known ', &k Eptam WrNTERS My COMMISSION#DD 019449 El Produced identification EXPIRES:April 19,C005 .. Type of identification pr , •C emcMdThvMMaryPubkUndorgfd" AS TO CONTRACTOR: 04 Sworn to and subscribed before me this day of ,20 . v , State of Florida,County of Duval Notary's Signature. ❑ Personally known 4 EDWARDWNTERS ❑ Produced identification y MyDp {IS$I(?^!$DD019449 Type of identification p EXPIRES.... ?005 . .h. Bw4.d Thm Vfs 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atlantic-beach.f.us Page 2 Revised 1/14/03 raz a p ro 11---II p G ma maz man a,a � � � ti p O40 r O? Ocno�y ^ ° Y�o vvv0 v o ° H5 a'o w z o E 5•> 'n 1 .^"7. F) ►�„j. O D�n - °o n^ e , `^' 7�J y m 5 m 9 S G o M 0*0 O `•' 0500 --w OC." 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Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Z Laundry tray (1 or 2 compartments) 2 Lavatory 1 Shower compartment domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or muitiple) each set of faucets 2 Water closet,flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation g TOTAL NUMBER OF UNITS-- MULTIPLIED NITS=MULTIPLIED X 20 TOTAL$ /p Map Output Page 1 of 1 JAXGIS Property Information 510 wo 96 02 fCV as 480 74 rro X11 qT A„ I CIP w - so 464 f �, 4 78a23 0010 so 74 07 87 as 390 31q � Copyrlp ht{C)2002 City nd Jacl®onviM-- FI_: Q ` Totalat apFlood E# Name Address Value °resBook Panel Descriptions one ndUse oning T ASANELLI 4TH ST 18-34 38-2S-29E Not in 170823 0010 FABIO M ET AL w 00 0.23 0077 556A3 ATLANTIC BEACH SEC H S/D Flood 2233 LOTS 1.2 BLK 77 Zone http://maps.coj.neVWEBSITE/DuvalMAps/toolbar.asp 12/3/2003 'r. CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT "S 1 S• 800 Seminole Road Atlantic Beach,Florida 32233 R E C E (904)247-5800 CITY OF ATLAN ri3Y1%� (904)247-5845 Fax BUILDING &ZON'NG FEB 1 1 2004 PLAN REVIEW COMMENTS By: e-rte I Permit Application ! Property Address: Applicant: JM ALLI�� ►�STIZ-UCS ISL Project: K4IE1 L) This permit application has been: Approved Reviewed and the following items need attention: D(12 — v Please re-submit your application when these items have been completed. Reviewed By: Date: �2 12–3 y RECEIVEID CITY OF ATLANTIC BEACH BUILDING & ZONING DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE FEB 1 1 2004 ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE: (904)247-5834 FAX:(904)247-5843 1 S') Ry: SUNCOM: 852-5834 http://ci.atlantic-beach.R.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 04- 2 -7(o 2- Applicant: SI--C PctLW06-b CfJ f2-UCT1 6 1d Address: -rAA Proj ect: C'::� R— 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: zs � 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. Reviewed by Donna Kaluzniak, Public Utilities Director 62�� Date Signa ure Contractor Notified Date' DEPARTMENT OF PUBLIC WORKS FEB 11 2004 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 iI TELEPHONE:(904)247-5834 S FAX: (904)247-5843 altis—J SUNCOM: 852-5834 t, yP http://ci.atlantic-beach.A.us 11r PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # o4- 2:z( 2 Z Applicant: Address: 4—ro " 'r Proj ect: St 2 o Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: Impervious area is over permissable limit (must not exceed 50%, plans show 52 . 6%) . Provide drainage plan for the whole property. Plans submitted show part of the west side and the north side of the property. Show headwalls and details for pipe under driveway. Provide erosion and sediment control plan with details . 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. Re vi ed by Donna Kaluzniak, Public Utilities Director - Date S iiPlture Contractor Notified Date /QL/ Cc- CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT " 300 Seminole Road r� Atlantic Beach,Florida 32233 '� ,vaatsurr. (904)247-5300 904 247-ss4s Fax RECEIVE D rfs ( ) CITY©F ATLAN e IC.BEACH. BUILDING ZjON NC PLAN REVIEW COMMENTS FEB 1 1 2004 j Permit Application # ` PP — �`�- BY: tMae Property Address: Lk-) • Applicant: Project: �,4EL 0 This permit application has been: Approved Reviewed and the following items need attention: Please re-submit y r applicatio hen these items have been completed. Reviewed By: Date: � R:XJ1\JL RECEIVED ?� ) CITY OF ATLANTIC BEACH st BUILDING 8 ZONING Dill, CITY OF ATLANTIC BEACH ; JAN 3 2004 BUILDING PERMIT APPLICATION 2 TBY:r,O�T[ TnT TI�T__7111�Z\ !. f Date: Job Address: Owner of Property: T�viNG Address: / ��ur/ ii �/ Telephone: Legal Description: Block Number: Lot Number: I Zoning District: Contractor: S,, 44s 6") St/ate License Number: ed e D.2966 :3 Contractor's Address: /j/ ,S �c�n/�cr�t+�'► J Telephone: /63 le L111 j Z Fax: v` 770 !Lly�y Describe proposed use and work to be done: , i.✓ l 1 I ' P &Y-)S to 40l aw Present use of land or building(s): CAn/T Valuation of proposed construction: 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. 54ES. 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 /0(1 Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 .Fax: (904)247-5845 •http://www.ei.attantic-beach.fl.us Page I Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. V"Z. /eDate: Signature of owner: �'1 4.e' �� _T 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 corre that the plans d supporting data have been or shall be provided as required. Signature of Contr Oli Date:I /lb Z 4 Address and contact information of person to receive all correspondence regarding this application(please print). Name: W11eVV Mailing Address: CVA4e0�-W ,�� p Telephone: 70 Fax:Fax: 73a �tb 50 E-Mail: AS TO OWNER: Sworn to and subscribed before me this /�2— day of_ 9200 State of Florida,County of Duval Notary's Signatur . ❑ Personally known ;*'P'. EDWARD WINTER* MY COMMISSION N DD 019449 ❑ Produced identification _g EXpiRSS:Ap6119•2005 Type of identification pr d' ondedThruNOWYpvocunder«nre AS TO CONTRACTOR: Sworn to and subscribed before me this day of 120 o4 . v State of Florida,County of Duval Notary's Signature. ❑ Personally known Y•��,,,, EDWARD WINTERS ❑ Produced identification � _. ;.: MY COMMISSICi.u DD 019449 Type of identification p EXPIRES. ? 800 Seminole Road .Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 •http://www.ei.atiantic-beach.fl.us Page 2 Revised 1/14/03 CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ,. ,.. � ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027662 Date 2/05/04 Property Address . . . . . . 63 W 4TH ST Tenant nbr, name . . . . . . INSTALL 9 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor R.E. HOME INVESTORS EDWARD WINTERS CLASSIC PLUMBIN 5151 SUNBEAM RD. #3 4243 SUNBEAM ROAD, 42 JACKSONVILLE FL 32257 JACKSONVILLE FL 32267 (904) 730-2053 (904) 463-2059 ----------------------------------------- ----------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . 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. kL--- BUILDING OFFICIAL JAL LFjf��,� CITY OF ATLANTIC BEACH S Sd PLUMBING PERMIT APPLICATION ••JiS1.�� // Date: D Property Address: (9 3 'el f� f r CV4Pc( 7— Owner: Owner: r/;W/?jy/ Telephone #: yds I? Contractor: re"-0S CAUiC-tol dl(— Telephone#: Contractor Address: QY-1 1411v6F•*/ 50 #�fj3 'Fax#: 730 el PTP, In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, New list the building permit number: ❑ Re-Pipe Number of Fixtures: l Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 �� 9 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http:ltwww.ci.atlantic-beach.fl.us CITY OF ATLANTIC BEACH J 800 SENIINOLE ROAD r� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 �cc) IT Application Number . . . . . 04-00027511 Date 1/20/04 Property Address . . . . . . 63 W 4TH ST Tenant nbr, name . . . . . . FOUND ONLY FOR NEW SFR Application description . . . FOUNDATION ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -------------------- ----------------------- - R.E. HOME INVESTORS SMALLWOOD CONSTRUCTION 5151 SUNBEAM RD. #3 4243 SUNBEAM RD # 2 JACKSONVILLE FL 32257 (904)0744 -3353 LE FL 32257 (904) 730-2053 ------------------------------------ Permit . . . . . . FOUNDATION ONLY Additional desc . . 00 Permit Fee 35 . 00 Plan Check Fee 0 Issue Date . . . Valuation Fee summary Charged Paid Credited Due--- ----------------- ---------- ---------- --- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 R BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. -FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i BUILDING OFFICIAL SyLy CITY OF ATLANTIC BEACH . For BUILDING / ZONING DEPARTMENT s s f 800 Seminole Road S. Doerr j r) Atlantic Beach,Florida 32233 (904)247-5800 rjltl� (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # C"�)L-11 � I Property Address: �0 4-R4 �5- Applicant: �YYllt-��-�OQi� -� �T1�� L% r-T ( t�- ) Project: This permit application has been: 1i Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Q) .,� C �� Date: Hook 11591 Page 1445 / NOTICE OF COMMENCEMENT State of1, 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: Zio r 81,t 77 Address of property being improved: 7 /mss• General description of improvements: L3 S.-d4"a kd-4re Owner: R i c s TcI V Address: CE. 319T 13, .+ Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Address: Q.� Contractor: i4 �v of Address: / / Atin Phone No: qp/ el'6 ;j��p S7 Fax No: !l 6 Vk 5- Surety(if any): Address: Amount of Bond$ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: y K GF >flC kS 04-d)1 Address: r?%y U , 3 LZz3 Phone No: 2(,,uQ— 10C)o Fax No: 2& ;2_s— 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: Phone No: Fax 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: U Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY X;. a o ,Vr Signed: �� Date: -+ac+cr��• �•.a cam-,ams ►-+� on Befor is / Z day of in the County rte.. 7c-� of a of rids ppearbf e �� cae .b ul N li t arge, State of Florida,County of Duval. aQW My comma ion expires: d a �►U Personally Known: or 4 Produced Identification: Z; MY COMMISSION Ann 019449 Ch oma' EXPIRES:April 19,2005 d: Bonded Thru Notary Public Underwriters 0 0 CITY OF ATLANTIC BEACH o. For `mss � i BUILDING / ZONING DEPARTMENT s. Doens Y J 800 Seminole Road J � Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # -� Property Address: LOJ� ll`� ' L4 1 Applicant: l-%C T 16411 Project: N This permit application has been: f Approved F-1 Reviewed and the following items need attention: Please re-submit your applicaY when these items have been completed. v Reviewed By: 4x "` Date: �� FDUPJLY� rK�) CITY OF ATLANTIC BEACH j BUILDING & ZONiNIG CITY OF ATLANTIC BEACH JAN 13 200 BUILDING PERMIT APPLICATIO BY: `o f / Date: Job Address: ro ,3 y T-4 Owner of Property: 2: -1 I-Pl6F v� Address: 7 J/ �SL��I /?/ Telephone: Legal Description: Block Number: J Lot Number: Zoning District: Contractor: state License Number: Contractor's Address: Telephone: Fax: V 7SCS ��' Describe proposed d use and work to be done: 514le� - to Present use of land or building(s): 6�4%,¢it/T Valuation of proposed construction: 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 F�lh Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Page I 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 survev 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 information provided with this application is correct. Signature of owner: �'1 �� 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 corre that the plans d supporting data have been or shall be provided as required Signature of Contra ' d� Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: ✓[ ��y �// Mailing Address: S/7/ c1i✓Je � S Telephone: U �163,,7, d5-7 Fax: 72 ZAJ1 E-Mail: AS TO OWNER: Sworn to and subscribed before me this I� day of _,200_x• State of Florida,County of Duval Notary's Signatur . ❑ Personally known ;;A 019449 •:'>y,;k EpWARDWINTERS MY COMMISSION#DD ❑ Produced identification =*; EXPIRES:April 19,2005 Type of identification pr ®onded Thru Notary PUblo Unde wniers AS TO CONTRACTOR: Sworn to and subscribed before me this day of 20 . v State of Florida,County of Duval Notary's Signature. ❑ Personally known ' YFYap. EDWARD WINTERS ❑ Produced identification ' MY COMMISSIrn it DD 019449 Type of identification p ` ta EXPIRES ?nos •,;FPS h,. Garde ru n ars 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 2 Revised 1!14/03 J r CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: f� � (,✓ `'f s Type of Development: Flood Zone: �vd� 7uy✓� Required Lowest Floor Elevation: C.,._) �47;15> 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 ectin he proposedd elopment. Applicant's Signature: LP Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 t .sl CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 Y r INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027138 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 1, BLOCK 77 : REMOVE A 12 . 73 " OAK TO BE MITIGATED ON SITE WITH A 3 " OAK AND A 5 .41" OAK. 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 THE REGULAR MEETING OF THE TREE CONSERVATION BOARD October 22, 2003 A regular meeting of the Tree Conservation Board was held Wednesday, October 22, 2003, at the Adele Grage Cultural Center. Present were Charles Carroll (arrived at 7:20 p.m.), Bill Permenter, Maureen Shaughnessy, Building Official Don Ford and Susan Dunham. 1. Call to Order The meeting was called to order at 7:15 p.m. 2. Recognition of Visitors Mr. Rusty Pritchett introduced himself. He stated that he would be submitting a Tree Removal Application for removal of four trees in the interior zone: three cabbage palms less than 20" and a 28"to 30" magnolia tree. Mr. Pritchett asked what types of trees he could plant to mitigate for the protected magnolia tree. Board Member Shaughnessy advised Mr. Pritchett that he could plant any type of hardwood tree shown on the list of recommended trees attached to the application form. 3. Introduction of New Members New members were not present. 4. Election of Officers This item was deferred to the next meeting. 5. Approval of Minutes of Meetings of October 8, 2003 A motion was made by Board Member Permenter, seconded by Board Member Carroll, and unanimously carried to approve the Minutes of October 8, 2003. 6. Old Business None. 7. New Business A. Tree Removal Applications 1. 160 Magnolia: Mr. Frank Pasko introduced himself. Building Official Ford stated that the applicant was removing an 8.5"oak and a 6.5" oak and protecting a 7.5" oak in the interior zone for 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 8.5" oak and a 6.5" oak to be mitigated on site with a 7.5" oak in the interior zone. 2. Lot 1, Block 77, Section H (West 4t' Street): Mr. Larry Smallwood introduced himself. Building Official Ford advised that the applicant was removing a 12.73" oak that required mitigation. He further advised that tree No. 5 was a 5.41" oak that could be used for mitigation. Mr. Smallwood informed the board that he thought tree No. 13 was a 3" oak tree which could be used for mitigation. Building Official Ford stated that he would verify the size of this oak tree. 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 one 12.73" oak to be mitigated on site with a 3" oak and a 5.41"oak. T r CITY OF ATLANTIC BEACH 3 TREE REMOVAL APPLICATION All applications must be submitted with seven (7) copies and received by 5:00 p.m. on the Friday 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. z � ��..�� `✓fir� ,��;rJ��' � �//� ,�'�,;1�'.�' APPLICANT NAME ADDRESS TELEPHONE �- �- ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE (IF LEGAL DESCRIPTION, LIST CLOSEST CROSS STREET) f 3. REASON FOR PROPOSED TREE REMOVAL: 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 8'LIST TRE"ES PROPOSED FOR REMOVAL: DIAMETER(*) OF TREES SPECIES INTERIOR ZONE** EXTERIOR ZONE**— APPLICANT'S COMMENTS OFFICE USE ONLY ry � 9. LIST TREES PROPOSED FOR MITIGATION: DIAMETER(*) OF TREES SPECIES INTERIOR ZONE** EXTERIOR ZONE** APPLICANT'S COMMENTS OFFICE USE ONLY ;Z j TI 1* Allvy" 1/ Ar ,s- 14 6,4-- t % 1 HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND A OTHER APPLICABLE CODES AND ORDINANCES OF ATLANTIC BEACH. _��/,.�Y lz� -3 App7intl's-St6natu re Date Owner's Sign5ture Dat Tree Conservation Board Chail v 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 front/rear setbacks and the 7.5 feet side setbacks(see diagram on previous page). 4 of 4 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 . . . . . . 4/07/04 Parcel Number . . . . . 170823-0010- - Property Address . . . 63 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 04-00027692 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . - v-- Bui ding O fic ' al VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: Permit #: OL4 z (P q �-- Property Address: 3 Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: c �gl�e-Fam�ilyResident - Commercial - Other: Lowest Floor Elevation: 12a 3 1-21 - Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. - ---- Public Works Planning Dept. �1- Building Dept. e- - C�, Final Survey with FFE Yes No All Re-Inspect Fees Paid es No s ss1 .. y s' CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: 63 (,�,-) V Ty S7 fi //¢�✓ G � � Type of Development: ; le i I/ Flood Zone: `/y�� 7;�y✓� Required Lowest Floor Elevation: l �1t/� L'kv�✓�/ N J ��s'�Z 3 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 ectm' he proposeIdelopment. Applicant's Signature: Date: / 4 Department Use: Required lowest floor elevation: / ,?, 3 As built lowest floor elevation: 12 , Survey filed with Building Department: Building Department Re resentative Revised 1/17103 Apr-07-04 10:03am From- T-089 P 02/02 F-189 MAP SHOWING BOUNDARY SURVEY OF LOT_ � BLOCK _ —A5 SHOWN ON MAP OF Si�t'I'►aN N' A-IZ•A1�I'�`I G 13EAGF••+ AS RECORDED !N mar BOOK 1a PAGES 34 OF THE r weuc �etoRas of a��•aL co,rc! CER TIFIED TO: C- �o tpQ, ,;14•''.yl',;,,'•�•Jy� �1``\`S\y L c T L o "1- `N \b��• F� �� I 5 4A�y9,�..E• (1 e[a D� 50..0 y tl+ry��f '\\�v O�\ S.1d13'3fe'r73"E.(ncrvw�) y�•`� iY fC`;'\'`,C`''�� .-.-_-.. ..�' c•Weap Ra7N cz �-- PP.Yt•'Pi.? Y ts�15 p I.wN Jy I^ , s.•N• ,CDNt• ' o07 lo.o' l PAnr• lo.l W 3 u 0 30 c J r 1 a J bL d ° FRAME , 9 — ,. N o w� 'Chat' n .<•. lu W I- N M 10,0 e•1 1 n z a " N G Z I,.�• 1a.�' N 4 • �oNC ' FD-'/y'I F• (Y�CezD� 5a.ca' all �..,•y-.?-'c"SIF` A^uULI!LI LJ A63,ii;k�hU LIAKib FUR 0AMA$I'J RESULTING FROM UNAUTHORIiCD USE OF TH S DOCUMENT OR INFORMATION HEREON, F\�u'.H F��o UL aLR,V AZ goy•'4•L.•So44� 41.o-Y Z06Q'8''a15'Z � P�RR�'T -AIVD 14,SS06y124.TD'Sp INc. 1614 ATLAN7IC--UNNERSITY CIRCLE. JACKSONVILLF, FLORIDA 32207 904 805-00 0 r FAX 904 805-9BB8_ fF�RAI NOTFs-.:- P.a POINT OF WINANRE LEGEND P.T. POVIT DP T,u+DENCY O a D DEIT^4`(rFNRiAI ANOLf) (1) BEARINGS SHOWN HEREON ARE BASED ON PRO POINT Of RLWRSC CUR-9 $o H ALCINN�ORO At. -A THE N•L•/ R/,./ P.a.o, rover OF COLI ot"O CURWE �^17'4'h'>Pr W6�1' P.D,C• PORT—Cuavi cuRVt- ACTED (s) FOIR 6ASEMENTSMCOVNCNaN75,NRE57NicTtONS v.R.v. aFPra�l.RccvRos WLt11E I.P; ,.'I'.,�;<:.f<,.•1'•;`� (3) UNDERGROUND UTILJTIES SERVING TMS ;!;;;': '''.I:.;: _.•.+ "",' •.' '., .. PROPERTY HAVE NOT BEEN LOCATED OR >•I�. �y.• �..I'�� ::i '•{,{} SHOWN flA�i'•jl , ,l{".i li'1 •.' PER I (A) THIS PROPERTY APPEARS TO 0E VATHIN SCALE 1•'� FLOOD ZONE 'X" A$SCALED FROM y-Z"Zod NATHAN F_. L' ET FLA, CERT: NO. 5737 F.E.M.A_ FLOOD oNsuRANCE RATE MAP• PAN SPR Q 7 W4 LCK# City of Atlantic Beach *** CUSTOMER RECEIPT *** ORer: DSMITH Tvoe: OC Drawer: 1 Date: 4/07/04 01 Receipt no: 46577 Descriotion Quantity Amount 2004 27692 BP BUILDING PERMITS 1.00 535.00 Tender detail CK CHECKS 1571 $35,00 Total tendered $35.00 Total payment $35.00 Trans date: 4/07/04 Time: 12:58:00