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Permit 781 Paradise Lane PERMIT WORKSHEET, Certificate of Occupancy Job Address: p/ Alm, 011,Si, ZA-77,6 Type Work: J`e Property Owner: s rCoAl Phone # 9-74 L 7 Contractor: �7—t^0 Al Phone # Permit#: 330 9 Date Issued: 7. l D Tree Permit# Foundation Permit# Demolition Permit# 044 BUILDING ELECTRIC #33$ MECHANICAL # PLUMBING # 7 Tem .Power# Footing JEA Release Date Temp. Power Slab Letter Rec'd. Underslab Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough Rough Top out Insulation JEA Release Date Building Electric Mechanical Plumbing Final j Final Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final _ Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final [ --� Fire Inspection: Failed Inspections: Date Paid: �— FORM 60OA-2004 EnergyGauge®4.0 FLORIDA ENERGY EFFICIENCY GODS FOR BUILDING CONSTRUCTidN Florida Department of Community Affairs FILE i I Whole Building Performance Method A opy Residential g Project Name: Best on Homes Abaco Key Builder: Bestcon Homes Address: "'771 6f r act.st V n G Permitting Office: Jacksonville City, State: A+IC,0-h C-� �CChI FL 30�a-33 Permit Number: Owner: Jurisdiction Number: 261300 Climate Zone: North 1. New construction or existing New 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:24.0 kBtu/hr - 3. Number of units,if multi-family 1 _ SEER: 13.00 - 4. Number of Bedrooms 3 - b. Central Unit Cap:24.0 kBtu/hr 5. Is this a worst case? Yes _ I SEER: 13.00 - 6. Conditioned floor area(ft) 1969 ftz _ I c. N/A _ 7. Glass type and area:(Label regd.by 13-104.4.5 if not default) _ a. U-factor: Description Area I 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)248.0 ft' _ a. Electric Heat Pump Cap:24.0 kBtu/hr _ b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear)248.0 ft' - b. Electric Heat Pump Cap:24.0 kBtu/hr _ 8. Floor types HSPF:7.70 _ a. Raised Wood,Adjacent R=19.0,373.02 - c. N/A _ b. Slab-On-Grade Edge Insulation R=0.0, 177.0(p)ft - - c. N/A - 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0, 1572.0 ft' - EF:0.91 - b. Frame,Wood,Adjacent R=11.0,233.0 ft2 _ b.N/A c. N/A - d.N/A _ c. Conservation credits e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0, 1629.0 W 15. HVAC credits _ b. Under Attic R=19.0,462.0 ft2 - (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Con. AH(Sealed):Interior Sup.R=6.0, 110.0 ft MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,80.0 ft - MZ-H-Multizone heating) I Glass/Floor Area: 0.13 Total as-built points: 25479 PASS Total base points 28496 I hereby certify that the plans and specifications covered by Review of the plans and i tV E STgT j this calculation are in compliance with the Florida Energy specifications covered by this �O = _ A Code. QJ1+Z.YY �, �;. 1�;5 n calculation indicates compliance y�v`",,,, �� _ ,,`•, � PREPARED B1 : ��,p�,` y Q j�,�o with the Florida Energy Code. DATE: Before construction is completed 4 this building will be inspected for I hereby certify that this building, as designed, is in compliance compliance with Section 553.908 1rlr y� with the Florida Energy Code. Florida Statutes. coo wE SQA OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 1 Predominant glass type. For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.0) F6RM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS'.-761 (, CAi RJonr �C GCh �C 2� 3 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 1969.0 20.04 7102.6 Double,Clear W 10.0 8.0 17.0 38.52 0.48 313.0 Double,Clear W 7.0 8.0 36.0 38.52 0.56 777.1 Double,Clear E 8.0 8.0 54.0 42.06 0.52 1176.2 Double, Clear S 13.0 8.0 8.0 35.87 0.47 133.4 Double,Clear E 1.4 8.0 52.0 42.06 0.97 2111.8 Double,Clear N 1.4 15.0 6.0 19.20 0.99 114.6 Double,Clear W 1.4 8.0 30.0 38.52 0.97 1116.5 Double,Clear N 1.4 8.0 45.0 19.20 0.97 840.3 As-Built Total: 248.0 6582.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 233.0 0.70 163.1 Frame,Wood, Exterior 11.0 1572.0 1.70 2672.4 Exterior 1572.0 1.70 2672.4 Frame,Wood,Adjacent 11.0 233.0 0.70 163.1 Base Total: 1805.0 2835.5 As-Built Total: 1805.0 2835.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Paints Adjacent 19.0 2.40 45.6 Exterior Wood 25.0 6.10 152.5 Exterior 25.0 6.10 152.5 Adjacent Wood 19.0 2.40 45.6 Base Total: 44.0 198.1 As-Built Total: 44.0 198.1 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1629.0 1.73 2818.2 Under Attic 30.0 1629.0 1.73 X 1.00 2818.2 Under Attic 19.0 462.0 2.34 X 1.00 1081.1 Base Total: 1629.0 2818.2 As-Built Total: 2091.0 3899.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 177.0(p) -37.0 -6549.0 Raised Wood,Adjacent 19.0 373.0 0.40 149.2 Raised 373.0 -3.99 -1488.3 Slab-On-Grade Edge Insulation 0.0 177.0(p -41.20 -7292.4 Base Total: -8037.3 As-Built Total: 550.0 -7143.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1969.0 10.21 20103.5 1969.0 10.21 20103.5 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 7�1 G �q (j se 3)x33 PERMIT#: BASE AS-BUILT Summer Base Points: 25020.6 Summer As-Built Points: 26475.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 24000 btuh,SEER/EFF(13.0)Ducts:Unc(S),Con(R),Int(AH),R6.0(INS) 26476 0.50 (1.08 x 1.147 x 0.86) 0.263 1.000 3738.4 (sys 2:Central Unit 24000 btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),lnt(AH),R6.0(INS) 26476 0.50 (1.09 x 1.147 x 0.86) 0.263 1.000 3738.4 25020.6 0.4266 10673.8 26475.9 1.00 1.076 0.263 1.000 7476.8 EnergyGauge TM DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Ali lone Monfic &arh FL 57? 33 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 1969.0 12.74 4515.3 Double,Clear W 10.0 8.0 17.0 20.73 1.19 419.6 Double,Clear W 7.0 8.0 36.0 20.73 1.15 860.5 Double,Clear E 8.0 8.0 54.0 18.79 1.29 1304.7 Double,Clear S 13.0 8.0 8.0 13.30 3.37 358.5 Double,Clear E 1.4 8.0 52.0 18.79 1.02 993.9 Double,Clear N 1.4 15,0 6.0 24.58 1.00 147.4 Double,Clear W 1.4 8.0 30.0 20.73 1.01 627.4 Double, Clear N 1.4 8.0 45.0 24.58 1.00 1106.7 As-Built Total: 248.0 5818.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 233.0 3.60 838.8 Frame,Wood, Exterior 11.0 1572.0 3.70 5816.4 Exterior 1572.0 3.70 5816.4 Frame,Wood,Adjacent 11.0 233.0 3.60 838.8 Base Total: 1805.0 6655.2 As-Built Total: 1805.0 6655.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 25.0 12.30 307.5 Exterior 25.0 12.30 307.5 Adjacent Wood 19.0 11.50 218.5 Base Total: 44.0 526.0 As-Built Total: 44.0 526.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1629.0 2.05 3339.4 Under Attic 30.0 1629.0 2.05 X 1.00 3339.4 Under Attic 19.0 462.0 2.70 X 1.00 1247.4 Base Total: 1629.0 3339.4 As-Built Total: 2091.0 4586.9 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 177.0(p) 8.9 1575.3 Raised Wood,Adjacent 19.0 373.0 2.20 820.6 Raised 373.0 0.96 358.1 Slab-On-Grade Edge Insulation 0.0 177.0(p 18.80 3327.6 Base Total: 1933.4 As-Built Total: 550.0 4148.2 INFILTRATION Area X BWPM = Points Area X WPM = Points 1969.0 -0.59 -1161.7 1969.0 -0.59 -1161.7 EnergyGaugeO DCA Form 60OA-2004 EnergyGauge@/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , 1 dQ I 1Q Q �L 3a PERMIT#: BASE AS-BUILT _3 Winter Base Points: 15807.6 Winter As-Built Points: 20573.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 24000 btuh ,EFF(7.7)Ducts:Unc(S),Con(R),lnt(AH),R6.0 20573.3 0.500 (1.060 x 1.169 x 0.88) 0.443 1.000 5005.1 (sys 2: Electric Heat Pump 24000 btuh ,EFF(7.7)Ducts:Unc(S),U nc(R),I nt(AH),R6.0 20573.3 0.500 (1.069 x 1.169 x 0.88) 0.443 1.000 5005.1 15807.6 0.6274 9917.7 20573.3 1.00 1.099 0.443 1.000 10010.2 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 "a.1 FORM 60OA-2004 EnergyGauge®4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:'7q'< radii PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2635.00 7905.0 50.0 0.91 3 1.00 2663.96 1.00 7991.9 As-Built Total: 7991.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 10674 9918 7905 28496 1 7477 10010 7992 25479 E:FPASS 04,VRE sr`��A I t EnergyGaugeTm DCA Form 60OA-2004 EnergyGaugeO/FIaRES'2004 FLRCSB v4.0 `` FORM 60OA-2004 EnergyGauge®4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: .-761 Forcdiy Lovie AlAabc_lbeoch u 'a PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. , Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. ✓ Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked cir breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically 1-.- attached,sealed, insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGauge TM DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =85.3 The higher the score,the more efficient the home. Jacksonville, FI, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap:24.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 13.00 _ 6. Conditioned floor area(ft2) 1969 W _ c. N/A 7. Glass type I and area:(Label regd.by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)248.0 ftz _ a. Electric Heat Pump Cap:24.0 kBtu/hr _ b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear)248.0 ft2 _ b. Electric Heat Pump Cap:24.0 kBtu/hr _ 8. Floor types HSPF:7.70 _ a. Raised Wood,Adjacent R=19.0,373.0W _ c. N/A _ b. Slab-On-Grade Edge Insulation R=0.0, 177.0(p)ft _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1572.0 ft2 _ EF:0.91 _ b.Frame,Wood,Adiacent R=11.0,233.0 ft2 _ b.N/A _ c. N/A _ d.N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1629.0 ft2 _ 15. HVAC credits _ b. Under Attic R=19.0,462.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Con. AH(Sealed):Interior Sup.R=6.0, 1 10.0 ft _ MZ-C-Multizone cooling, b. Sup:Unc. Ret:Una AH(Sealed):Interior Sup.R=6.0,80.0 ft _ MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through ove energy saving features which will be installed(or exceeded) �yO�T1t$ST�TFo in this home before mal ins ection.Otherwise,a new EPL Display Card will be completed based on installed ode o pl' features. Builder Signatur . Date: Address of New Home:-7&( hyWi R (010( City/FL Zip:�} t1� Q C�'1 3�a33f�c0D *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is n_ot a Building Energy Rating. If your score is 80 or greater(or 86,for a US EPAIDOE EnergyStar designation), your home may quay for energy efficiency mortgage(EE,All) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www,fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityAffairs at 8501487-1824. 1 Predominant glass type.For actual glass type and areas see Summer&Winter Glass out ut on ages 2&4. )✓nergyGauge®(Version:FLR , v4.0) «w RIGHT-J LOAD AND EQUIPMENT SUMMARY 1st Floor Energy Design Systems 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project • • • For: Abaco Key 1969 Sq.Ft North Florida, FI '7 Po rod Ise- 1 dint, AI-W vx-ie geoch Ft 3o'-,)33 Notes: Desicin Information Weather: Jacksonville, Int'I Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 26739 Btuh Structure 14961 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 26739 Btuh Use mfg. data in Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 14662 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3369 Btuh Area(ft') 1256 1256 Total latent equip. load 3829 Btuh Volume(ft') 11304 11304 Air changes/hour 0.93 0.47 Total equipment load 18491 Btuh Equiv. AVF (cfm) 176 88 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a - n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. M wrjghtsoft Right-Suite ResidentialIm 5.0.66 RSR29784 2005-Oct-17 14:34:23 ACCP. C:\Documents and Settings\customer\My Documents\Wrightsoft\Bestcon Homes Abaco Key 1969 Sq Ft.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY 2nd Floor Energy Design Systems 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project For: Abaco Key 1969 Sq.Ft North Florida, FI 'M Earacll-c tar< A�larYhc Bach fi=t 3,W3 Notes: Design Information Weather: Jacksonville, Int'I Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 11013 Btuh Structure 14625 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 11013 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 14333 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 1164 Btuh Area (ft') 713 713 Total latent equip. load 1624 Btuh Volume(ft') 6417 6417 Air changes/hour 0.57 0.28 Total equipment load 15957 Btuh Equiv.AVF (cfm) 61 30 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. At= W f IgE 11 t50'FCRight-Suite ResidentialTm 5.0.66 RSR29784 2005-Oct-17 14:34:23 ACOA C:\Documents and Settings\customer\My Documents\Wrightsoft\Bestcon Homes Abaco Key 1969 Sq Ft.rsr Page 2 Equipment Summary Sheet Address; �hntd2_�� t Rtrad g- frau-- -�- nt) 1 3 33 Builder: !;4j D ��S Equipment Brand*- IY U 4 Q, Air Handler Model Number- a TEC,31= A Condenser Model Number: 2L T,A) A -2-4 60, Total Cooling Capacity in BTUsT--Q--'L&a 1) Sensible Load in BTUs: 1 1°n T.atent T.marl in RTI Tc• l ota.l Heating Capacity.in BI Us: Seer_J A Equipment Brand*: Ty' Aix Handler Model.Number- 2 E E C?,-E �q_ Condenser Model Number: ';)-T LQ R. 2 0 a..4 Total Cooling Capacity in BTU - "�� n Sensible Load in BTUs,- Latent TUs:Latent Load in BTUs: fl v Total Heating Capacity in BTUs: -- 1 0:0 Seer—I ? *dr Equal: Equipment equal in size and efficiencies may be substituted as per Bulletin G-15-03 dated May 23, 2003. Equipment Summary Sheet.Doc Q � poor z Florida l3uilding Code Online hap:/Aloridabuild' . rg/pr/pr_app_dtl,aspx?param-rrGEVXQWtDgt... rrr 80S Home Log to Hot Topics Submit Surcharge; Stats&Facts: Publications! FUC Staffi SCIS Site Map, Links! Search, Product Approval USER; Public User Product Anoroval Menu>Product or ADOli[arOn Search>Aoolication List>Application Detail FL# FL887 Application Type New Code Version 2001 Application Status Approved Comments V l Archived �J� ` �1 VVVV 1111 Product Manufacturer Wayne-Dalton Corp, vV" Address/Phone/Email 3395 Addison Drive Pensacola,FL 32514 (850)474.9890 wfrederick@wayne-dalton.com Authorized Signature Wendi Frederick wfrederlck@wayne-dalton.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emal I Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who Jeffrey P.Arneson developed the Evaluation Report Florida License PE- 58544 Quality Assurance Entity Intertek Testing Services NA Inc Validated By Dole J. Kelley Certificate of Independence Referenced Standard and Year(of Standard Year Standard) Alternate Materials and Methods 2001 ASTM E-330-90 1990 Cold-Formed Steel Construction 2001 Exterior Window and Door Assemblies 2001 Foam Plastics 2001 Steel 2001 Structural Tests and Inspections 2001 Wind Loads 2001 1 of Z d 6988N NOOIS30 Wdt 1 1 9002 7F.'j nr' 1:07 PM b Florida Building Code Online http://floridabuilding.org/pr/prrapp_dtl.aspx?param=wcyFVXQwtbgt... Equivalence of Product Standards Certified By Sections from the Code 103.7 1606 1707.4 1707.4.3 2204 Chapter 17 Chapter 22 Chapter 26 Product Approval Method Method 1 Option D Date Submitted 11/03/2003 Date Validated 02/10/2005 Date Pending FBC Approval 11/04/2003 Date Approved 02/10/2005 Summary_of Products i FLA Model,Number or Name Description 887.1 8000/8100#0105 10'thru 16' wide. Design Pressure+36.67/-36.67 Limits of Use (See Other) Installation Instructions Approved for use In HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant,. PTID_887_T_0105PS.adf Design Pressure: +/- PTID 887 T 0134.pd Other-As Indicated in evaluation report and 7 T d r-vD �'f• installation drawings. PTID T 0219 P6. '�- 887 T pdf PTID 887 T 0221 P5.gf PTID 887 T 0223 P5,,= PTLD 887 T 0226 P3.pdf PTID 887 T 0300 P2.odf PTID 887 T 0301 P2.gdf PTID 867 T.0303 P4.pdf PTID 887 T 0304 P4.pdf PTLD 887 T 0305 P3.odf P7171D 887 T 8000 8100 Extension S2inp Instruction.odf PTTD 887 T 8000 8100 Post Instructions.odf PTLD 867 T 9100 9600 9900 Post Instr..odf PTID 887 T Eva luatio[L&port._odf 887.2 8000/8100#0134 17'thru 18'wide. Design Pressure+18.50/-20.50 Limits of Use (See Other) Installation Instructions Approved for use In HVHZ: Verified By: Approved for use outside HVHZ: Evaluatlon Reports Impact Resistant: Design Pressure: +/- Other:As indicated in evaluation report and installation drawings. 887.3 8000/6100#0218 10'thru 16'wide. Design Pressure +16.00/-17.00 Limits of Use(See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other:As Indicated In evaluation report and Installation drawings. 2of4 8 ' d 698E' ON NODIS39 Wd91 : 1 9002 '�L+l^ 1�r61:07PM Florida wilding Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt... pApproved :8000/8100 Post#0219 10'thru 16'wide. Design Pressure+40.00/-44.500 Use(See Other) Installation Instructions for use in HVHZ: Verified By; for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other:As Indicated In evaluation report and installation drawings. 887.5 8000/8100 Post#0223 10'thru 16'wide, Design Pressure+22.00/ -24.60 Limits of Use(See Other) Installation instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/ Others As indicated in evaluation report and installation drawings. 887.6 8000/8100 Post#0303 17'thru 18'wide. Design Pressure+34.40/-38.30 Limits of Use(See Other) Installation Instructions Approved for use In HVHZ: Verified By: Approved for use outside MVMZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other:As Indlcated In evaluation report and installation drawings. 887.7 8000/8100 Post#0304 Thru 9'wide, Design Pressure+31.00/-36.00 Limits of Use(See Other) installation Instructions Approved for use in HVHZ-. Verified By: Approved for use outside HVHZ: Evaluation Reports impact Resistant: Design Pressure: */- Others As indicated in evaluation report and Installation drawings. 887.8 8000/8100 Post#0305 Thru 9'wide. Design Pressure +46.00/-52.00 Limits of Use(See Other) Installation Instructions Approved for use In HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other:As indicated in evaluation report and installation drawings. 887.9 9100/9600/9900 Post#0220 Thru 9'wide. Design Pressure+26,7D/-30.20 Limits of Use(See Other) :Installation instructions Approved for use In HVHZ; , Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other:As Indicated In evaluation report and installation drawings. 687.10 9100/9600/9900 Post#0221 10'thru 18' wide. Design Pressure+22.00/ -24.60 Limits of Use(See Other) Installation Instructions Approved for use in HVHZ; Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/ Others As indicated in evaluation report and Installation drawings, ^'"775 1:07 PM f 3of4 17 • a ICQr Ohl NODIS30 Wd9I I 9002 ' LI ' In Florida Building Code Online http://floridabuilding,org/pr/pr_app_dtl.aspx?param=wCEVXQwtbgt•.. 887.11 9100/9600/9900 Post#0226 Thru 9'wide. Design Pressure +46.00/-52.00 Llmlts of Use(See Other) Installation instructions Approved for use in MvI4z: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other As indicated in evaluation report and Installation drawings, 887.12 9100/9600/9900 Past #0300 10'thru 18'wide. Design Pressure+31.00/-33.10 Limits of Use(See Other) Installation Instructions Approved for use In HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other:As Indicated In evaluation report and installation drawings. 887.13 9100/9600/9900 Post#0301 10'thru 18'wide. Design Pressure+40,00/ -44.50 Limits of Use(See Other) installation Instructions Approved for use in HVHZ; Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure; */ Other:As indicated in evaluation report and installation drawings. sackl Ne OCA Administration Ot"rtmOnt of Comrquniry Affairs Florida Building Code Online Codes and standards 2555 Shumard Oak Boulevard Tallahassee,florrds 32399-2100 (850)48Y-1824,Suncom 271-1824,Fax(850)414-8436 (?2000-2005 The state or Florida.All rights reserved.Cooyriaht and Disclaimer Product Approval Accepts: 4 of 4 ,nnr a ar.ac Ohl NOOIS39 Wd9 I : I 9002 ' 1 h' I nr' l ��PM Val Ways oe WINDL OA SPECFICA TION 0219 MODEL; 8000/8100 APPROVED SIZES: STYLE: RAISED PANEL 10'-0' MIN - 16'-0" MAX WIDTH x 8'-0' MAX HEIGHT 21" MAX. SECTION WIDTH DESIGN PRESSURE: +40.00/-44.50 PSF TEST PRESSURE: +60.00/-66.80 PSF NTES 1 OG ASS DISCLAIMER "NO CONCLUSIONS 13 CA HORIZ ANGLE ! OF ANY KIND REGARDING THE ADEQUACY FLAG ANGLE i OR INADEQUACY OF THE GLASS IN THE TEST SPECIMEN MAY BE DRAWN FROM THE TEST." T 1993 ASM E330 . ( ) .054" HORI2 TRACK 2. GLAZING OPTIONS — TOP ORI i INTERMEDIATE SECTION, .090 SSB GLASS (4) 1/4-20x ) l WITH OPTIONAL INSERTS. & (4 TRACK BOLT & (4) 1/4-20 HEX NUT 3. VINYL OR WOOD DOOR STOP MUST OVERLAP TOP AND BOTH ENDS OF PANELS 0011 MINIMUM 7/16" TO MEET NEGATIVE PRESSURES. 044" VERT TRACK 0 i 4. TRACK TO HAVE A MINIMUM YIELD OF I 33 KSI A653 G-40 ! KEY LOCK OR SLIDE LOCK 5. OPTIONAL — .080" (MIN) ALUMINUM (ONE EACH ENO) LOUVERS WITH HIGH IMPACT STYRENE SLIDE LOCK SHOWN 11// Foa CLARITY FRAME MAY BE LOCATED IN THE END e w PANELS OF THE BOTTOM SECTION. I 6. KEY LOCK OR SLIDE LOCK REQUIRED. o LOCK MUST ENGAGE BOTH JAMBS. l i 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE (3) UNIV, JAMB BRACKET$ RESPONSIBILITY OF THE PROFESSIONAL OF FOR 8' HIGH DOORS AS RECORD FOR THE BUILDING OR STRUCTURE SHOWN. (2) UNIV. JAMB AND IN ACCORDANCE WITH CURRENT BRACKET, FOR 7' HIGH BUILDING CODES FOR THE LOADS LISTED DOORS. LOCATION OF w % ON THIS DRAWING. JAMB BRACKETS MEASURED b, l FROM BOTTOM OF TRACK IS I B. SECTION STEEL TO HAVE A MINIMUM AS FOLLOWS: OR THICKNESS .0175" (26 GA). BOTTOM BRACHIGH KET 15-1/2-±2" S. DOOR JAMB TO BE MINIMUM 2x6 TOP BRACKET = STRUCTURAL GRADE LUMBER. REFER TO 45-1/2"t2" JAMB CONNECTION SUPPLEMENT FOR 8' HIGH DOORS ATTACHMENT TO SUPPORTING STRUCTURE. BOTTOM BRACKET = 15-1/2"t2" o F, 10. CONCRETE FLOOR TO BE 3-1/2" THICK INTERMEDIATE BRACKET = �t47-1/2"t 2" AND 2500 PSI MINIMUM. HOLE FOR POST i BOTTOM BRACKET TO BE 5/8" DIAMETER x TOP BRACKET = 67"t2" 3-1/2" DEEP. I , I z 5/160-5/8" LAG SCREW AT EACH a JAMB BRACKET j Approved: 1/4-20x9/16" Mark R. Barrow, P.E. TRACK BOLT & 3595 ADDISON DRIvE PENSACOLA. FL 32514 1/4-20 HEX 4 FLORIDA CERTIFICATION NO. 57389 NUT AT EACH I JAMB BRACKET Date: OoT/ON CODE, 0219 REV.- P6 8000/8100 16' x 8' I OF 4 DESIGN PRESSURE.•f 40.00 —44.50 PSF Q FCR ON NOO1SIS Wd9l : l 9002 ' LI ' M TRACK, END HINGE, TOP BRA CKET REQUIREMENTS 2" 20 GA U—BAR 20 GA CENTER STILES i 1/4-20 x 11/16 r (STANDARD ON 14' SELF DRILLING , r AND 16' DOORS) SCREWS. j 5/16"-18 BOLT & NUT IN ! JR 'A' FRAME ASSY CENTER SLOT i (P/N 290986) I (4) 1/4-20 x 11/16" j SELF DRILLING \ j SCREWS. e i 18 GA NARROW i BODY HINGE 1:� -0 i (P/N 100266) I i e I I I I �• �. (4) 1/4-20 x 11/16" l SELF TAPPING ? ! ♦ I SCREWS. t. i e i ;• _�1 'oma '•\ ! i � i i 0 LH END HING RH END HINGF BOTTOM BRACKET % (P/N RH-290991 ° & LH-290992) i 41 i i ¢ NYLON ROLLER I 6 I I (3) 1/4-20x11/16" = SELF DRILLING { SCREWS ! ' CL I Approved: Mark R. Barrow, P.E. 3395 ADDISON DRIVE PENSACOLA, FL 32514 FLORIDA CERTIFICA'nON NO. 57389 �.-1/2" 20 GA END STILES Date: OPTION CODE 0219 REV., 8000/8100 16' x 8' 2 OF 4 DES/G/V PRESSURE. f 40.001—44.50 PSF a A 0 A P - 0 N NOa1S39 Wd9l : l 9001 ' Ll , lnr WINDL OAD POST REQUIREMENTS �..� TOP PLATE _.._ EXTENSION i�'y (P/N 345205) TOP STRUT AYTACHMENT (P/N 305206) o TOP LOCK PLATE (6) 1/4-20x7/8" I (P/N 141092) , SELF DRILLING • ` SCREWS (4) 5/16x1 5/8" j LAG SCREWS n (P/N 100292) i • POST TOP POST DETAIL POST j (2) 1/4-20 x 11/16" r. #8-32 WING NUT SELF DRILLINGi o (P/N 305211) SCREWS,: 1/4-20x11/16" j u �•� I ;SELF DRILLING !SCREWS. STRAP I ° (P/N 307397) y I � #8-32 x 3" BOLT (P/N 305210) SECTIONAL POST DETAIL (4) 1/4-20 x 11/16" _ #8-32 WING NUT �. SELF DRILLING �(P/N 305211) SCREWS. �. (2) 1/4-2001/16" SELF DRILLING SCREWS. SEE PAGE 4 FOR �• / 4 WINDL OAD POST L OCA TION HALF HINGE \' (P/N 130352) � I i to I r� i z 08-32 x 3 1/2" BOLT (P/N 307529) STRAP (4) 1/4-20 x 11/16" POST, Approved: SELF DRILLING SCREWS. , i• Mark R. Barcow, P.E. BOTTOM POST BRACKET 3395 AD01SON DRIVE PENSACOLA, FL 32514 FLORIDA CERTIFICATION NO. 57389 ASSEMBLY (P/N 305327) .�.._.._. Dote: BOTTOM POST DETAIL N cooE 0219 REV. p6 8000/8100 16' x 8' 3 OF 4 OP T10 A1 PRESSURE-f 40.00 —44.50 PSF a RCRF- ON NODIS39 Wd91 : 1 9002 ' LI ' Inf M WINDL DAD POST REQUIREMENTS SO„ 46" 46" SO" }--26.5" 46"-----t` 23"--t---46" 26.5" -{ 14 -0 I PIP 49A I 46" I 49" 48,5' -----�—23"---I 48,5- 011 ® ' FOR 14' AND 16' WIDE DOORS I (2) 3" 80 KSI U-BAR LOCATED AS SHOWN FOR 10' AND 12' WIDE DOORS (4) JR. UNIV. 'A' FRAME (6) JR. UNIV. 'A' FRAME (P/N 270340) (P/N 270340) FOR 8' HIGH DOOR FOR 8' HIGH DOOR LOCATED AS SHOWN LOCATED AS SHOWN ON CENTER STILES ON CENTER STILES FOR EACH POST LOCATION FOR EACH POST LOCATION (5) JR, UNIV. 'A' FRAME U—BAR (P/N 270340) FOR 7' HIGH DOOR LOCATED AS SHOWN (1) 3•' 80 KSI U—BAR ON CENTER STILES LOCATED AS SHOWN FOR EACH POST LOCATION (4) JR. UNIV. 'A' FRAME (P/N 270340) FOR 7' HIGH DOOR LOCATED AS SHOWN ON CENTER STILES A-FRAME FOR EACH POST LOCATION INSTALL POST USING WINDL OAD POST INSTALLA TION Q INSTRUCTIONS (P/N 307330 a Approved: Mork R. Sorrow, P.E. 3395 ADDISON DRIVE PENSACOLA. FL 32514 FLORIDA CERTIFICATION NO. 57389 Dote: OPTION CODE-: 0219 REV.. A 8000/8100 16' x 8' 4 OF 4 DESIGN PRESSURE. +40.00/-44.50 PSF F ,� fiGA� oN NOOIS39 WdLl : l 9002 ' LI ' lor DOOR JAMB CONNECTION SCHEDULE FOR 31B" DIAMETER x LAGS THAT CONF-DRM TO ANSI (ASME STANDARD 818.2.1 1981 TENSION LOAD CAPACITY WOOD QUANTITY OF LAGS PER JAMB CONSTRUCTION SVP DOUG FIR SPF TOTAL 0600 LOAD PER SPECIFIC SPECIFIC SPECIFIC rLAN' �AMIIvEk LOAD LBS. JAMB(LBS.) GRA-0.53 GRA-0,46 GRA-0,42 Ry-VIEWED FOR 1000 500 3 3 3 CODE COMPLIANCE 1250625 3 3 3 KEEP THIS PLAN ON 108 1500 750 3 3 3 1750 975 3 3 3 JUN Z 7 2001 2000 1000 3 3 3 uni & 'illi I9 InUIv•JaX.,2250 1125 3 3 32500 1250 3 3 32750 7375 3 3 3000 1500 3 3 3 iceMse Mo. 3250 1625 3 3 3 3500 1750 3 33 �r k r )(a J +4 D = 3750 1675 3 3 3 !� OCd,Lc, 4000 2000 3 3 3 4250 2125 3 3 3 4500 2250 3• 3 3 4750 2375 3 3 4 5000 2500 3 3 4 _ �'\fir` QnfSu� 5250 2625 3 4 4 550D 2750 3 4 a 57510 2875 3 4 4 6000 3000 3 4 4 6250 3125 3 n 5 6500 3250 3 4 3 si50.._ 3375. 3.._...... ....... 4 �...., __ —._.._.. — . . 7000 3500 4 5 5 7250 3625 4 3 5 7500 3750 4 5 5 7750 3875 4 5 6 Bois 4000 4 5 6 8250 4125 4 5 6 6500 4250 4 5 6 8750 4375 4 6 6 9000 4500 4 6 6 9250 4625 5 6 7 9500 4750 5 6 7 9750 4675 5 6 7 10000 5000 5 6 7 1.BASED ON 318' LAG SCREW ASSUMING 2 1/2"MIN THREAD PENETRATION IN SEASONED WOOD,DRY USF-,(PRE-DRILLED) 2.ANCHORS TO BE EVENLY SPACED 8ErW1`EN THE HEADI R AND THE FLOOR. 3.CHART IS BASED ON B•6-MINIMUM AND 2W-0-MAX DOOR HEIGHT, 4.DESIGN VALUES CALCULATED AS PEER ANSI/AF$PA NDS-1997 AND INCLUDES A 4 TO 1 SAFETY FACTOR 5.DOOR JAMB TO BE 2X6 STRUCTURAL GRADE LUMBER. (MIN) 6.MINIMUM EDGE DISTANCE 1/IJZ'. s 7,PREDRILL LAG HOLES TO PREVENT SPLITTING. e. CALCULATION 0 RMIN FOR T FLORIDA BUILDING CODE,ASCE 7-9B AND TDI, Approved W.S,Wilson P. , Florloa CertPfiglion No. 0046489 Georyi2 CamMication No. 019519 North Carolina Cartificatlon No.023836 Wayne Dallon Carp_ 3295 Addison Drive Panbaccld Fl. _ J29td Received Time Jul - ll - 12: 52PM � I r♦ FGRE 0N NODIS39 NdLl : l 9002 ' LI ' ler J'ax Apex Technology, Inc. 4745 Sutton Park Court,Suite 402 Jacksonville,FL 322461904/921-5200 Evaluation reports are the opinion of the evaluation entity,based on the findings,and in no way constitute or imply approval by a local building authority. Apex Technolgy,in review of the data submitted,finds that,in their opinion,the product,material,system,or method of construction specifically identified in this report conforms with or is a suitable alternate to that specified in the Florida Building Code,SUBJECT TO THE LIMITATIONS IN THIS REPORT Apex Technology has reviewed the data submitted for compliance with the Florida Building Code. Apex Technology is not responsible for any errors or omissions to any documents, calculations, drawings, specifications,tests, or summaries prepared and submitted by the design professional or preparer of record who are listed in the Substantiating Data section of this report. REPORT NO.:WD200301 EXPIRES: November 181,2005 CATEGORY: Doors and Windows SUBMITTED BY: Wayne Dalton Corporation 3395 Addison Drive Pensacola, FL 32514 1.PRODUCT NAME Model 8000 Garage Door Model 8100 Garage Door Model 9100 Garage Door Model 9600 Garage Door Model 9900 Garage Door 2.SCOPE OF EVALUATION Structural Transverse Wind Loads 3• USES Model 8000/8100 and the Model 9100/9600/9900 garage doors are used as residential garage doors with specified allowable wind pressures. Mage 1 of 5 11 � rl RQAP. ON N001SH WdLl : l 9002 ' Ll ' Inr 4. DESCRIPTION General: The Model 8000/8100 are sectional overhead garage doors and are constructed of galvanized steel sections with a two coat polyester finish. The doors are two-inch thick raised panel doors with tongue and groove sections. They are the same door with one exception. The Model 8000 is non-insulated, and the Model 8100 is insulated with 9/16- inch thick expanded polystyrene. The Model 910019600/9900 doors are sectional overhead garage doors and are constructed of galvanized steel sections with a two coat polyester finish. The doors are insulated with a foamed in place poiyurethane foam that is chemically bonded to the steel sections. They are embossed with raised panel wood grain texture and have a flexible bulb shaped bottom seal. The hinges are factory installed low profile hinges. Model 8000 Model 8000 series garage doors are constructed of 26 gage ASTM A653-00 Forming Steel FS Type B, minimum yield of 33 ksi,with a finish equal to ASTM A525 made up of G-30 finish, covered with two coats of polyester paint with 16 or 20 gage end stiles and 20 gage steel center stile. Model 8100 Model 8100 series garage doors are constructed of 26 gage ASTM A853-00 Forming Steel FS Type B, minimum yield of 33 ksi,with a finish equal to ASTM A525 made up of G-30 finish , covered with two coats of polyester paint with 16 or 20 gage end stiles and 20 gage steel center stiles. The model 8100 is insulated with a 9/16-inch thick expanded polystyrene board. Model 9100 Model 9100 garage doors are constructed of ASTM A653-00 Forming Steel CS Type B. minimum yield of 33 ksi, and poly backer,with a finish equal to ASTM A525 made up G-30 finish, covered with two coats of polyester paint with 20 gage end caps. The panels are insulated with a foamed in place polyurethane foam that is chemically bonded to each steel section to provide a composite section for added strength of the garage door panels. Model 9600 Model 9600 garage doors are constructed of G60 Facer and .008 G40 Backer ASTM A653- 00 Forming Steel CS Type B, minimum yield of 33 ksi,with a finish equal to ASTM A525 made up G-30 finish, covered with two coats of polyester paint with 20 gage end caps. The panels are insulated with a foamed in place polyurethane foam that is chemically bonded to each steel section to provide a composite section for added strength of the garage door panels. Page 2 of 5 71 ' a RePPI oN NOOIS39 881 : 1 9002 ' II ' Inp Model 9200 Model 9900 garage doors are constructed of G60 Facer and .008 G40 Backer ASTM A653- 00 Forming Steel CS Type 8,minimum yield of 33 ksi,with a finish equal to ASTM A625 made up G-30 finish, covered with two coats of polyester paint with 20 gage and caps. The panels are insulated with a foamed in place polyurethane foam that is chemically bonded to each steel section to provide a composite section for added strength of the garage door panels. Wind Loads The Model 8000/8100 and 9100/9600/9900 were subjected to transverse load testing under ASTM E-330 and DASMA 0108. Allowable transverse wind loads are given in Table 1. Model 8000/8100 garage doors are braced on the inside of the doors with 2 inch U-bars running horizontally on each sectional panel and/or windload posts. Each series has several models with different configuration of U-bars and windload posts depending on the amount of windload resistance required. Each U-bar is made of 20 gage ASTM A663-00 Steel, minimum yield of 80 ksi with a finish equal to ASTM A525 made up of G-30 finish. Each windload post is made up of(2)3" Gage welded U-gars,ASTM A653-00 Steel, min. yield of 80 KSI, with a finish equal to ASTM A525 made up of G-30 finish. The 9100/960019900 garage doors are braced with windload posts. Each series has several models with different configuration of windload posts depending on the amount of windload resistance required. Each windload post is made up of two(2)three-inch Gage welded U-Bars,ASTM A653-00 Steel, min.yield of 80 KSI,with a finish equal to ASTM A525 made up of G-30 finish. Door Track The Model 8000/8100 and Model 9100/9600/9900 garage door tracks are made from 18 and 17 gage steel,with a G-40 galvanized steel coating. 5. INSTALLATION General The Model 8000/8100 and Model 9100/9600/9900 garage doors are to be installed in accordance with the manufacturer's published installation instructions,engineering drawings,and this report. The manufacturer's published installation instructions and this report shall be strictly adhered to, and a copy of these instructions shall be available at all times on the job site during installation. The instructions within this report govern if there are any conflicts between the manufacturer's instructions and this report. Allowable Transverse Wind Loads The Design wind loads on the garage doors shall be determined in accordance with chapter 1606 of the Florida Building Code, and shall not exceed the allowable transverse wind loads shown in Table 1. Page 3 of 5 � � - A ar.0c• nnl N001SH N81 : 1 9002 ' LI ' Inr Table 1 Allowable Transverse Wind Loads Max Door Max Door Desi n Load Madel Width Height Positive Negative Reinforcements Ft-In Ft-in s s 8000/8100-0105 9.0 14-0 38.7 36.7 U ban; 8000/8100-0218 16-0 14-0 16 17 U-bars 8000/8100 0134 18 0 14-0 18.5 20.5 U-bars 8000/8100-0304 9-0 8-0 31 36 U-bars and Wind Load Posts 8000/8100-0305 9-0 8-0 46 52 U-bars and Wind Load Posts 6000/8100-0223 16-0 8-0 22 24.6 U-bars and Wind Load Posts 800018100-0219 15-0 8-0 40 44.5 U-bars and Wind Load Posts 8000/8100-0303 18-0 8-0 34.4 38.3 U-bars and Wind Load Posts 9100/960019900-0220 9-0 8-0 26.7 30.2 Wind Load Posts 91001980019900-0228 9-0 8-0 46 52 Wind Load Posts 9100/9600/9900-0221 18-0 8-0 22 24.8 Wind Load Posts 9100/9600/9900-0300 18-0 8-0 31 33.1 Wind Load Posts 9100/960019900-0301 18-0 &0 40 44.5 Wind Load Posts 6.SUBSTANTIATING DATA Test reports on transverse wind load under ASTM E330 and DASMA 108 for model 80001 8100-garage doors, as prepared by Wayne Dalton Corporation, are as follows: Report No. 0105 signed by W.S.Wilson,P.E. Report No. 0218 signed by W.S. Wilson,P.E. Report No. 0134 signed by W.S.Wilson, P.E, Report No. 0304 signed by W.S.Wilson,P.E. Report No. 0305 signed by W.S.Wilson, P.E. Report No. 0223 signed by W.S.Wilson, P.E. Report No. 0219 signed by W.S.Wilson, P.E. Report No. 0303 signed by W.S.Wilson, P.E. Test reports on transverse wind load under ASTM E330 and DASMA 108 for model 91001 9600/9900 garage doors, as prepared by Wayne Dalton Corporation, are as follows: Report No.0220 signed by W.S.Wilson, P.E. Report No. 0226 signed by W.S.Wilson, P.E. Report No. 0221 signed by W.S.Wilson, P.E. Report No. 0300 signed by W.S.Wilson, P.E. Report No. 0301 signed by W.S.Wilson, P.E. 7.CODE REFERENCES Florida Building Code 2001 Edition Section 103.7 Alternate Materials and Methods Section 1606 Wind Loads Chapter 17 Structural Tests and Inspections 1707.4 Exterior Window and Door Assemblies Chapter 22 Steel Section 2204 Cold Formed Steel Construction Chapter 26 Foam Plastic Page 4 of 5 rnnn - nhi N(1llgI A N91 : 1 9004 ' LI ' Inf • S.REPORT SUMMARY Upon review of the data submitted by Wayne Dalton,Apex Technology finds that, in their opinion,the Model 60041$100 and Madel 8100/9600/9900 as described in this report eonlbrm with or are a suitable alternative to that speclflad in the Florida Building Code 2001 edition. 9.LIWATiONS This avalua tion report and the installation instructions,when required by the building offtcial,shall be submitted at the time of permit application The doors shall be installed in accordance with the installation instructions In this report and the manufacturers published Inst kdk)n instructions. A registered professional engineer shall design the structural elements supporting the door track brackets for the wind loads shown on cite drawings.The calculations shed be signed, sealed,and doWd.-and submffted to the local building oRkiel when applying for a permit. The doors shall not be located in areas where the transverse wind bads exceed the allowable loads shown in Table 1. The glazed panel performance of the Model 8000/8100 and Model 91001960019900 garage doors Is outside the scope cif this report. The Model WOO/8100 and Model 9100(9600)9900 garage doors can only be used in one and two family dwellings The Model 8000/8100 and Model 9100/9600/9900 garage doors have not been evaluated with the vendletion louvers installed. 1.9.IOEW I IFICATION Each Model 8000/8100 and Model 9100/980MMW garage doors covered by this report shan'be labeled with the rnenufacturer's name andfartr adernark and the number of this report forileld Identification. 111. PERIOD OF MUANCE The oontant of this report expires on November 1,2006. For information on this report, contact Jet'lrey P. Arneson,P.E. 904/821-6200 �.. .,J •+E9 r litfxir 31_2003 Page 5 of 5 ^ ,IAA lnln u1In7 1 nnn7 I I 1nn LoaAf M I A M I DADS MIAMC-DARE COUNTY,FLORIDA METRO-DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL D"ION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375 2908 NOTICE OF ACCEPTANCE (NOA) James Hardie Building Product,Inc. 10901 Elm.Avenue Fontana, CA 92337 SCOPE:. This NOA is being issued under the applicable rules and regulations governing the use of construction materials:The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals_(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division- (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes.-If this product or imatenal fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately. revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke-this acceptance,,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION;Hardiplank,Cemplanlc,Hardipanel,Cempanel,Hardisoffit-and Cemsoflitt APPROVAL DOCUMENT: Drawing No.HPNL-8X,HPLK-4X8.&HSOFFIT-8X,titled"Hardipanel& Cempanel;Hardiplank&Cemplank;Hardisoffit&Cemsoffit Installation Details", sheets i through 3 with no revisions,prepared,signed and sealed by Ronald Ogawa,P.E., dated04/02/04,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division, MISSILE IMPACT RATING:Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT; The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#02-0318.08 and,consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Candi F. on PE. NOA No 02-0729.02 Expiration Date: May 1,2007 Approval Date: April 8,2004 Page 1 Tames Hardie Building Products,Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWING 1. Drawing prepared by James Hardie Building Products, Inc. titled"Hardipanel& Cempanel;Hardiplank& Cemplank;Hardisofflt& Cemsoffit Installation Details", drawing No HPNL-8X, HPLK-4X8 &HSOFFIT-8X, dated 04/02/04, with no revisions, signed and sealed by R.L. Ogana,PE. B TEST Laboratory Report Test Date Signature 1. ATI-16423-1 PA 202&203 03/18/96 A_N.Reeves PE. 2. ATI 16423-2 PA 202&203 03/18/96 A.N. Reeves PE. 3, ATI 16423-3 PA 202 &203 .03/18/96 A.N. Reeves PE. . C QUALITY ASSURANCE 1. Building Code Compliance Office. D MATERIAL CERTIFICATION 1 Standard Compliance(ASTM C-1185) issued by ETL Testing Laboratories on 05/09/95 signed by D.K. Tucker, PE, 2 Evaluation Report NER-405 issued by National Evaluation Service, Inc.on 01/01/93, with no signature. E STATEMENT 1. No change letter issued by James Hardie Building Products, Inc. issued on 02116/99, signed and by J. L Mulder. 2. Power of Attorney and Appointment of Domestic Representative, signed by P. Shafron on 04/17/02, Assignment and Memorandum of Assignment signed by T. P.Dolmans on 04/16/02 and Assignment for the trade marks of Cemplank, Cempanel and Cemsoffit to the Assistant Commissioner for Trademarks signed by V.Lester and P.-Shafron on 04/18/02 D4o8- o4 Candido F. Font P.E. Sr.Product Control Examiner NOA No 02-0729.02 Expiration Date: May 1,2007 Approval Date:April 8,2004 E- 1 Ww W W .=oi Q F,-Q RF.- 0 a2mN y\ p x o;' .:•.r�•��••. -_�.i, Q�J Z„�„a b J'C nm 'o z .. z U ZR'A pq d'�-a. �';`� - •. -?r Cam W Jw . 0) ...�a' MLj W'2x aYl n°dW m i•5 . .d-Pu P ,.0. 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Search (, jy e�Product Approval I ess�USER: Public User Product Approval Menu > Product or Application Search >Application List>Application Detail FL# FL889-R2 Application Type Revision Code Version 2004 z�ul! 4 P4+�g .p �l¢o, Application Status Approved t. 6Tia s Comments •+ r �, Archived VIM"I } z Product Manufacturer James Hardie Bldg Products : fry Address/Phone/Email 10901 Elm Avenue rar+lo Fontana, CA 92337 (909) 356-6366 i � jlm@jameshardie.com 141 RUMW �4 Authorized Signature john mulder jlm@jameshardie.com MEMOIR" f Technical Representative john mulder a. ,.;tri . , _p ;� � a,,;, Address/Phone/Email 10901 elm avenue fontana, CA 92337 (909) 356-6366 jlm@jameshardie.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, Inc. Quality Assurance Entity Intertek Testing Services-ETL/Warnock Hersey Validated By RI Ogawa &Associates, Inc. Certificate of Independence Referenced Standard and Year (of Standard Year Standard) ASTM C1186 1999 ASTM C1186 1999 Equivalence of Product Standards Certified By Sections from the Code 1405.15 R703.10 Product Approval Method Method 2 Option A z 6/27/2006 3:07 lorida Building Code Online http://floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD... Date Submitted 11/10/2005 Date Validated 11/10/2005 Date Pending FBC Approval 11/28/2005 Date Approved 12/07/2005 Summary of Products FL#k Model, Number or Name Description 889.1 Cempanel siding fiber-cernent cladding Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: PTID 889 R2 T ASCE 7-02 wind load Design Pressure: +/ calculation,pdf Other: For use in HVHZ install in accordance with PTID 889 R2 T ner-405 (April 2004).pdf NOA 02-0729-02 PTID 889 R2 T NOA No 02-0729-.02.pdf 889.2 Cemplank lap siding fiber-cement cladding Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: For use in HVHZ install in accordance with NOA 02-0729-02 889.3 Cemsoffit panel fiber-cement cladding Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: For use in HVHZ install in accordance with NOA 02-0729-02 889.4 Hardipanel siding fiber-cement cladding Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: = Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/ Other: For use in HVHZ install in accordance with NOA 02-0729-02 889.5 Hardiplank lap siding fiber-cement cladding Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/ Other: For use in HVHZ install in accordance with NOA 02-0729-02 889.6 Hardishingle cladding shingle fiber-cement cladding Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/ Other: Not for use in HVHZ 6/27/2006 3:07 _ tda Building Code Online http://floridabuildhig.org/pr/pr_app_dtl.aspx?param=wGEI/XQwtD... 889.7 Hardishingle notched panel fiber-cement cladding Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/ Other: Not for use in HVHZ 889.8 Hardisoffit panel fiber-cement cladding Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/ Other: For use in HVHZ install in accordance with NOA 02-0729-02 889.9 Harditex baseboard fiber-cement cladding Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/ Other: For use in HVHZ install in accordance with NOA 02-0729-02 889.10 Sentry lap sidig fiber-cement cladding Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: For use in HVHZ install in accordance with NOA 02-0729-02 Backs, Nexti DCA Administration Department of Community Affairs Florida Building Code online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Suncom 277-1824, Fax(850)414-8436 ©2000-2005 The State of Florida.All rights reserved.Copyright and Disclaimer Product Approval Accepts: ® Ek y'•�'" PYttO'i fl] 6/27/2006 3:0; -0-N, FIrA FlaiidaBu!ding Code Onlilze ams://flori buafo<,r_appit1.aspx?param=wGEVXQwtDq... a BCIS Home Lo In Hot Topics! Submit Surcharge Stats&Facts Publications FBC(Staff BCIS Site Map Links Search 9 Product Approval a USER: Public User w� Product Approval Menu > Product or Application Search > Application List>Application Detail FL # FL1378-RI Application Type Revision • 3 cuoEs Code Version 2004 :lFxvRlq+aoww+uNmEs!; Application Status Approved Comments FR4N�PoRN+ 0� Archived kti'{e�' S `YtM1 UX 4-VII it'NG Mi'M.:, stL�t eG Product Manufacturer JORDAN WINDOWS and DOORS Address/Phone/Email 4661 BURBANK ROAD Age t: '! MEMPHIS,TN 38118 XJ. , cStYr I.. (901) 866-2638 MIKE.DODDS@30RDANCOMPANY.COM Authorized Signature MIKE DODDS [�& b MIKE.DODDS@30RDANCOMPANY.COM e# frrttI Technical Representative MICHAEL DODDS 71f �, ,•,.r:1 Address/Phone/Email 4661 BURBANK ROAD MEMPHIS,TN 38118 (901) 363-2121 MIKE.DODDS@30RDANCOMPANY.COM Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Referenced Standard and Year (of Standard Year Standard) AAMA/NWWDA 101/I.S. 2-97 1997 Equivalence of Product Standards Certified By Sections from the Code 1707.4.2.1 Product Approval Method Method 1 Option A Date Submitted 09/16/2005 Date Validated 09/16/2005 Date Pending FBC Approval 09/23/2005 Date Approved 10/11/2005 1 of 3 6/27/2006 2:54 F lorida Building Code Online http://floridabuildnlg.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq... Summary of Products - FL# Model, Number or Name Description Jr, 1378.1 2112 FIN FRAME H-LC35=48"X96" Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions PTID 1378 Rl I FL1378 Single Hung Windows.pdf Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Per attached manufacturers installation insructions. Not for use HVHZ 1378.2 2312 FIN FRAME H-LC50=48"X84" Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure- Other: Per attached manufacturers installation insructions. Not for use HVHZ 1378.3 8500 FIN FRAME H-R40=44"X81" Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/ Other: Per attached manufacturers installation insructions. Not for use HVHZ 1378.4 8600 FIN FRAME H-R50=44"X72" Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Per attached manufacturers installation insructions. Not for use HVHZ 1378.5 8600 FIN FRAME H-R55=36"X84"(optional test size) Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure- +/ Other: Per attached manufacturers installation insructions. Not for use HVHZ Back'. Next, DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824,Suncom 277-1824, Fax(850)414-8436 ©2000-2005 The State of Florida.All rights reserved. Copyright and Disclaimer Product Approval Accepts: 5 WA e h 1 6/27/2006 2:541 2nf3 m . {Nn uMM+.MMot�MM�NMM1nrNa rNdmNv+inMn�nn.n"�n,.to',InMN,nN.rN..N//��v.rr-..�MiMn�rMuin�onn�N.Nm..l.yon.�Mr..rMJmr,✓�nr�.hnoY�„.d`olmn-pr��vp�rcnroYry.un.�ivhnwn.�mcv-�v�—�n�M.�MM.nrM,VMM�,.nMnM W.nM<bv�v�v6vri..9 6 �N8fll1 iS�g''3s� pFtida,yara,niFK 1W8 aJdauOi CD ...NNN NN NU.Nti N N N N N N N N N N Nry N N N N N N N TSM.... �� m�°zdQ '' aXao- N ?A uhyOPm.np�giao.oaN{4u��[1 U�H lYlu1NY1Y1,M1Nviv�VrN ��45i9451R o � �� — `t a' N � CN 20 i e� >�"' 4 (� 11J �_ w! U1 N ; Cs Z" ccrcMzse- ,Sssz-rs 55SSS35S a� � r�rntirirrCCCCCCCC Nb b 00 .� �6 �xx.lx xptxx xx xxx K+Kx xKscti.�,cxx xxx xxkYx xxxxxxx�..outi u,nm� 9 � -� �'1 r2 � .- CC:CCC�CCCC.C^CCC CCCSt;CCCCCCCCC�.C�CCCCCfixxxxxxYx `� SZ�� 1Dq�� v+m'4 f°'i W ;q =�i �a o EI '`yO�Y HE VI Z� I n m h U m �q 7 E J � a W X W u u �I rf" Nv V rW Nm lWW vy.. d I Q Z O_ ' 38 LJ cn m g 9ZIZ0 EOVd 1 15 0 SBSSTZbb06 00 :72 9N0z;._Zi'S0 xJ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001206 Date 9/15/09 Property Address . . . . . . 781 PARADISE LN Application type description FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 --------------------------------------------------------------- Application desc 6 FT FENCE ------------------------------------------------------------------------ Owner Contractor ------------------------ ------------------------ OWNER ----------------------------------------------------------------------- Permit . . . . . FENCE PERMIT Additional desc . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/14/10 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *ALL FENCES OR ENCLOSURES OF LAND SHALL BE SUBSTANTIALLY CONSTRUCTED. *SCHEDULE FINAL INSPECTION ONCE FENCE HAS BEEN COMPLETED. PERMIT AND APPROVED SURVEY MUST BE AVAILABLE FOR FINAL INSPECTION. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 08— TM A ' 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING DEPT@COAB US BUILDING PERMIT APPLICATION f2ESSx' k. x s Ic)=. 2 VPLlJAT10N:OFYJORIC..:... ...3. 3 SLl.FT.uIVEDRRDOAL CO UNTY t1antic Beach FL 32233 ti w S�;CLASSOF`f1�GDAK�i"��i,�' ...�r'�xt..........,kx ..�_a._.s.:,,x.�..FitIJSE.QF :R ❑NEW BUILDING ❑DEMOLITION �RESIDENTIAL LOT LOCKS ol`ilcl°ni ❑ADDITION El CONVERTING USE ❑COMMERCIAL s x h ❑ALTERATION [I ACCESSORY BLDG. rV9 Rc uFFl?�Kt EIZ xx: X57 DESCEt(PYL011'0J 11i!Of.K. .. ;" ... .., N. ❑POOL I SPA ES ❑N/A u ❑REPAIR ❑MOVE ❑OTHERO sx•. �pa k t c.,..CONTRAGTQR. ,.t{r. � h'.a1, e Ri]PERTY:OW ER :n< :, �. �. .:rt 23.COMPANY NAME. ® C �C 15.COMPANY NAME: 9.NAME: D �✓ �r J -R N I'CW F CO, ,+4C 16.NAME: 24.LICENSEE NAME: f4NOP.J�Y% tat CSE[. 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 10.ADDRESS: -1 6-7 1,ry 9, 0 O ?O - Qr a-G� 5t' Ln 18.ADDRESS:, #4-V6, 26.ADDRESS: u'a A w0c)Jai e4,r r. 3aa�3 Tl►x. ��. �,z s� 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 2 4 27 OFFICE PHONE: 26.FAX NO.: 21.CELL PHONE: 29.CELL PHONE: 13:C`LLPHONE: 11, 22.EMAIL ADDRESS: 30 EMAIL ADDRESS 14 EMAIL ADDRESS' �^ /,�q/F �� Lo t 4._, � ,,rs, FLE 51NlPLETITLE HOLDER ^NTt � ?xi 60NDIN%G[COMPANY Fq�ti3��'�?�y5�� yF��,�,��"cra,,. ......31.NAME: 33.NAME: 35.NAME. 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: ** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS,TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT CONTRACTQR'rr;��= K OWNER 0111,.:' yi,E >„.......... f e,,:;.. �Q,,,,,.y„ ,,.,. (LP9.nPowerofPtforneynrA9enbyLett@r,Requlred tX Date: Signed' Date. Signed. �n the county of Before ne this�__day of 20dgin the county of Before me this ay of ,200 Duval,State of Florida,has personally appeared Duval,St of Florida,has pers Ily a red herin by himself I he elf and affirms that all statements and declarations are herin t y himself I herself and affirms that all st ements and declaratio```%%J1iiiiii1� rue and accurate. true and accurate. �. ��\ SPRQ Notary Public a Lame,State of�1��County of �,1,C 1 Not ublic at Large,State of ty ION i •� nau Knov✓nIVO gN15,2Q7� ep'.�ersonally Known Li Produce �*Z ❑Produced identif n- Notary Signature: #D •�` TV * a p Florida ATLANTIC BSI Notary r ubl State NAL % eU,1111 ._•. h 0,20y SEE PERMITS FOR �ii99 .ryPubllc .•' 11�y C®rrYlYt.4.rpir�s�� RE U �� VQLiC�SS0.��\`�` "ornm.No.DD 6 770 NTS ND ONS. ri ,►�� . ��t� � � fltiiiltlx REVIE D COAB R LDG R I D:1 d%��C. ' „y"''T`"9E.^^^�Yi"i,.�'rviue.�:s+�"ei ',�t"n.•.� .' mr. � 11[Ap SHOWING BOUNDARY SURVEY OF LOT 26 VE AS SHOWN ON MAP OF PARADISE PDSROF ESER AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH 31C OF THE CURRENT PUBLIC RECORDUVAL COUNTY, FLORIDA. BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY WITEti HEREON LOOD ZONE SAME AS SCALSHOWN ED FROM TF EABOVE FLOOD MENTIONED E RATE MAPS, NOTE: THE PROPERTY SURVEYED HEREON APPEARSOLIE COMMUNITY PANEL NO. 120075-0001, DATED 4-17-89. ELEVATION SHOWN THUS: (11.28) REFERS TO NATIONAL GEODETIC VERTICAL DATUM. CERTIFIED TO: LEGEND: DWAYNE SEPRISH • FOUND 1/2" IRON (LB 1704) WELLS FARGO o SET i/2" IRON (LB 1704) LAW OFFICE OF DEBORAH TAYLOR PC POINT OF CURVATURE OLD REPUBLIC NATIONAL TITLE Pr POINT OF TANGENCY BRL BUILDING RESTRICT,ON LINE F.F.ELEV FINISH FLOOR ELEVATION UNPLATTED PART- OF SECTION 18, TOWNSHIP 2 SOUTH, RANGE 29 EAST x`77.08 3j~e N89'36'50E 1..25* 28.46 �5,BRA 26 o225 TEP !\ v eCONCREIE. Q m o PA 770 f 1 I., 5.0 < •• Wo ae COt�Re CONCRE7E N LOT 27 coroCRETE srfP wN FRA 2 S TOR y X2.7' ,2. O ME I D EA s 781VES rn LOT 25 28) p , e 10' X 10' JEA 0 Q EQUIPMENT EASEMENT �Wa I ^ NVERED 11-s tS.s' V��u ?7' fky �' • W oW 20.5. V 20' BRL n 0R7 WA e PC 278 7.5' JEA EASEMEN T ��•08'3 a S89.36'50"W `3`313°-° PC 09 f 40.30' C4' INC.It.ICAN FENCE gala LANs-Atm-PVC-wood-bxktwW Boom•R+eaddeadd 944-SM7752 ce,� ar YAN.E ��t �� 223 Cawood Ave.SoWb 904-38$4440 Cg��r �� Jac tde :.L• 32254 :5EPP,AU�TItS Q Afteft /Z?e 17'Fel"No, C 19CACN, . Pic R t4 'F ? ANY M KROliS,ALTERATIONS NOT CRaGM FOR zip AN ORIGWAL CONTRACT WML BE ADDED TO OUR city I PRS V ATS CUPJM PRMG, THANK YOU. TW ad Dow4Mim I r4LL I9L� L.�: 6 PVC, ,jE7i'il-��iciv i�I WAt crow Footage) (emmo , (Total Footage) Moight) (G=F) "'" (With Subwtm) ce to be ran la gel Fear to be WWed with coat w of ground (�e B3 � � �� 60' (AMOM of Tamm Post and Size) 0 50, �_ Vi w _.......�,.... n (Size of0m) fo � IOM PaymW Rcq*W on opwW ordw.& 1 60 aYaent eh;e on wmkft ofnce. ", LI I agczethe ` cad Farce CO.retazaa owII '►J aitJ -• l� 5 P�� ofa11 Peace C� s i od on tis psiopaty,=W pnynmaat is fecetved in f wl, Costmwogm W give Amarim the right to reposes the installed G fem amt to come onto their pmpaty to do this. If my IWI lotions (tea Persoat ocom du to non Prfl at,ft will be p9 For by the owns. V2_ ouu N .. S�I.�N c oN Labor-AMerican Fence Co.is not mpoalle for my w*p � -�. } � that is tmdergiaa�d.Aareric�m Pato Co.is not rospoaea'ble for toostWg eay property linin C=Wmw is responsibtj c.Q, �d t P►,�vo- t A *d fbr by e Una if Since has W be relmUd#win be (Ameovat.L.aber&MsftW) NO REF S ON DMW FAY MMM' FOR ANY r T`. City of Atlantic Beach APPLICATION NUMBER BuildingDepartment z� p (To be assigned by the Building r me 800 Seminole Road /- Atlantic Beach, Florida 32233-5445 I� Q� Phone(904)247-5826 • Fax(904)247-5845 �0 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us L _T_ ;� APPLICATION REVIEW AND TRACKING FORM Property Address: ,eka ent review required Yes o Applicant: (,� 2, LPhaoning &ZgaioRd istrator Project: T Eic tili afety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDIN PLA ING &ZONING Reviewed by: Date: lie TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 1?.=LljJ's City of Atlantic Beach APPLICATION NUMBER �S Building Department (To be assigned by the Building Department.) 1 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http:/Avww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 711 Q ent review required Yes No Applicant: flu ho6-d�' Liawining &z istrator Project: T P kpiiglic Utili . is afety Fire Services Review fee$ Dept Signature - - Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District _nQ v Army Corps of Engineers �• Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATI TATUS Reviewing Department First Review: proved. ❑Denied. (Circle one.) Comments: BUILDING ANNING&ZONING 2 Reviewed by: Date. a TREE ADMIN. Second Review: []Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: (Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/74/09 Ci of Atlantic Beach t1�S '�I�ir. APPLICATION NUMBER •t1 Building Department , (To be assigned by the Buildi Department.) 800 Seminole Road Atlantic Beach,Florida 32233-5"6"! Phone(904)247-5826 - Fax(904)WWL45 ' r E-mail: building-dept@coab.us ;:. g-deptQcoab.us Date routed: City web-site: http:/hvww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 &JCA�Sf_ IA-11f, Riewrequired Yes No Applicant:Project: Ic Mifety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco r Other: APPLICATION STATUS Reviewing Department First Review: ElApproved. JDenied. (Circle one.) Comments: - .. /r' �,,�,�,�� ' ,i rte' •� - BUILDING j ( PLANNING&4uNING Reviewed by: �' �:�— Date: TREE ADMIN. Second Review: [ pproved as revised. ❑Denied. PUBLIC WORKS Comments: �e Q PUBLIC UTILITIES T j Date: PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 06114/09 brzosuuz t"WX Vt' Lili+Euvll�, ar�eit,a Application Tracking Action Log Maintenance 8: 3727 ' 08: 37 :27 Application number . . . . : 09 00001206 Application type . . . . . • : FENCE PERMIT Address : 781 PARADISE LN Revision/Path/Step/Seq/Agency: A 01 00 PUBLIC WORKS Type information, press Enter. Action date . . . . . . . . 82509 Action by (F4) . . . . . . LS Action code (F4) . . . . . FR Time spent (hours) . . . . . 00 Correction report item . . Y Y=Yes, N=No 1= new comment 2=Change comment 4=Delete comment Op Seq Comments Print _ 1 . 00 Homeowners ' Association approval is required. Who will maintain area between fence and property line? - —TM — . 00 _ F3=Exit F4=Prompt F9=Add standard comment F10=Force step complete F12=Cancel F21=User defaults �e l �S t4 j ra� City of Atlantic Beach RECEIVED EAPPLICATION NUMBER s} Building Department - (To be assigned by the Building apartment.) r s 800 Seminole Road �r Atlantic Beach, Florida 32233-5445 / Phone(904)247-5826 • Fax(904) 5 ro)if �r E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: AaA-sf, , - a ent review required Yes No Applicant: t �.� =ing &z " istrator Project: T P lic Utili ' is afety Fire Services Review fee--$ -- Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: []Approved. Denied. (Circle one.) Comments,1 �1 0�j C,�� ree 1 /AP BUILDING 1)//W�a w,7� /Nw, ►� )U1L,Gwcs.— (e)C-�Q�— PLANNING&ZONING Reviewed by: Date: U -160 TREE ADMIN. Second Review: (Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied" Comments: Reviewed by: Date: Revised 05/14109 City of Atlantic Beach $` ` 1c APPLICATION NUMBER SZ Building Department (To be assigned by the Building Department.) r 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247,5845 19r E-mail: building-dept@coab.us - ` Date routed: City web-site: http://vvww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: :711fiekn�,Sf_ Za ent review required Yes No Applicant: �� ing &Z istrator Project: P 'PEFlic Utili ' Ic afety Fire Services Review fee $ Dept Signature / Other Agency Review or Permit Required Review or Receipt of Permit Verified Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District / Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco i Other: APPLICATION STATUS Reviewing Department First Review: QApproved. Denied. (Circle one.) Comments: BUILDING PLANNING &LuNING Reviewed by: - Date: TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. []Denied. Comments: Reviewed by: Date: Revised 05114/09 ntziDUUG I+lTY Vr t�TLLilV11�. DL'Lilrri U/ GJ/ U7 Application Tracking Action Log Maintenance 08 : 3� : 2� Application number . . . . . : 09 00001206 Application type . . . . . . : FENCE PERMIT Address . . . . . . . . . . : 781 PARADISE LN Revision/Path/Step/Seq/Agency: A 01 00 PUBLIC WORKS Type information, press Enter. Action date . . . . . . . . 82509 Action by (F4 ) . . . . . . LS Action code (F4 ) . . . . . FR Time spent (hours) . . . . . 00 Correction report item Y Y=Yes, N=No 1=A new comment 2=Change comment 4=Delete comment Op Seq Comments Print Z 1 . 00 Homeowners ' Association approval is required. _ 2 . b0 Who will maintain area between fence and property line? _ 3. � - 4 . 0 — F!=Exit F4=Prompt F9=Add standard comment F10=Force step complete F12=Cancel F21=User defaults �en UV1c� Pr-b er�1J - CLIP (Aq4l aa syL,r City of Atlantic Beach APPLICATIjNUMBER '�` (To be assigned by thpartment.) Js Building Department A U G 2 It 2009 i 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)2 45 Date routed: «, r E-mail: building-dept@coab.us City web-site: hftp://Www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: fpq�ent review re wired Yes No Applicant: lU 1�� ing strator - P . Project: T lic Utili ' is afety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Dateof Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: XApproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date: — TREE AD IN. Second Review: [Approved as revised. []Denied. PU C WOR S Comments: PUB IC I S PUB SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 r �sL`rr CITY OF ATLANTIC BEACH BDO SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08—' 1 I 7— I r Win` µt OFFICE:(904)247-5626 0 FAX NO.:(904)247-5845 as =f BUILDING-DEPT@COAB.US v / BUILDING PERMIT APPLICATION DUVAL COUNTY 2..VAI U �JI)tJ O�'YJORK. 5 t y .. :.. ., 3,SC1.FT UNDER ROOF k. # u,....:. 5t1^ tlantic Beach FL 32233 GLASSrOF FRK€fSEICRESIDENTIAL QPSTRUGTI3E NEW BUILDING E DEMOLITION LOT LOC<�sJe DI/ISION ❑ADDITION ❑CONVERTING USE MMERCIAL E ALTERATION ❑ACCESSORY BLDG, q FIRc, Pf1171LL"ER E REPAIR E POOL I SPA E YES E N/A E MOVE E OTHER NO 13u x 'CONRWR? z..2f,:?'.t. t ...' . s . ..t . GAE1N.E..E2i s; „ .: " n G r ^C 15.COMPANY NAME: 23.COMPANY NAME: 9 NAME: VJ 16MERICORN Ac—NC ;LAIC. 16.NAME: 24,LICENSEE NAME: ,t N O It&% eAl C�EL- 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: ?g) a�►St Ln c`o? 149 ®0� 18.ADDRESS: 26.ADDRESS: ;Z A.l.S• 4y 0 Fi k Lel©G 7J A-V-6 3�a33 -7A-x• z 5-41 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 3�3Lai77r�'.'C 3$gmg4k8 13:��-iONE' 21.CELL PHONE: 29.CELL PHONE: 3-8?97 14 RESS: 22 EMAIL ADDRcSS 30 EMAIL ADDRESS LJqLe@yA 00 x ..;FLESIIVI?LPTITLf�HOLDERr�r }, _ Erst e 1�r ere BDNDINGSCOMPANY Sia 4 yyr g 5� �� h v IA012TGAGELENDER�� r r^r 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this I jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT w .:. a4 £> Iv � CONTRACTOR , ; OWNER or.AGENT+TM ,r ,y, sr}sti �h �R,�c. �.... � 0' ty.it > r�,.> K Ka„4 f/�9ent,PoV✓erof:Atfofneyof' 9a(1cyLettar,:Requrred) ,...,:oa,.t..sa...<_ .t max. 9 0 Signed �� Date:. Signed: 09 �� Dater . Before me this—A--day of 2069 in the county of Before me this _ By of 200TIn the county of Duval,State of Florida,has personally appeared Duval,St of Florida,has pers Ily a red herin by himself/he elf and affirms that all statements and declarations are herin by himself/herself and affirms that all st ements and declarations are `��Nlllllllft////� true and accurate. true and accurate. �. \\\\ SPRY ty TycC NDtarr Public at Large,State of��ounty of ......� �� NotaryPublic at Lame,State of ElOrK-A i Coun of .-.� g IDN •, I �. Fsonally Known ®Parsonally Knov✓n ;VO15,2p7 9 ❑Produced identif n- E Produced Identif ati n 046' Notary Signature Notary Signature: n t #D0 •a State of Florida •Q y,✓V°ubiat.�, • Notar a, : e �i q .4�'ulicllt��.•F �� dVly Comm. a:rpiras March 8,2011 b rte, � 9 • ......• p..�. comm.too.DD 648770 b �s / 1�ptlilSt COAB FORM BLDG01:REVISED:1116/'tOC? 'i/////`/)►1 r s 1� � TA(ii7piSto MIAMI-DADE COUNTY,FLORIDA M I A M I•DADE METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET,SUITE 1603 MIAMI,FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX(305)375-2908 Pittsburgh Corning Corporation CONTRACTOR LICENSING SECTION 800 Presque Isle Drive (305)375-2527 FAX(305)375-2558 Pittsburgh ,PA 15239 CONTRACTOR ENFORCEMENT DIVISION (305)375-2966 FAX(305)375-2908 PRODUCT CONTROL DIVISION (305)375-2902 FAX(305)372-6339 Your application for Notice of Acceptance (NOA) of: Glass Unit Masonry Installed with Mortar under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein,has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCA)under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material. immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0306.02 EXPIRES: 08/06/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE &PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. j��_ Francisco J. Quintana,R.A. Director Miami-Dade County APPROVED: 04/19/2001 Building Code Compliance Office \\s0450001\pc2000\\templates\notice acceptance cover page.dot Internet mail address: postmaster@buildingeodeonline.com 0Homepage: http://www.buildingeodeonline.com Pittsburgh Corning Corporation ACCEPTANCE NO: 01-0306.02 APPROVED: AFR 19 2001 EXPIRES: 08/06/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises the Notice of Acceptance No. 99-0803.01,which was issued on 09/16/99. It approves Pittsburgh Corning Glass Blocks as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami-Dade County, (SFBC) for the locations where the pressure requirements,as determined by SFBC Chapter 23, do not exceed the design pressure rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Pittsburgh Corning Glass Blocks shall be fabricated and used in strict compliance with the following documents: Drawing#A,titled"Regular Thickness Glass Block Panels",prepared by Pittsburgh Corning Corporation, dated 03/01/95 & 03/03/95,with latest revision on 07/08/99 sheet 1 of 1. They bear the 1vliami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. These documents shall hereinafter be referred to as approved drawings. 3. LIMITATIONS 3.1 The Glass Blocks are for use as non-load bearing walls. 4. INSTALLATION 4.1 The Pittsburgh Corning Glass Blocks shall be installed.in strict compliance with the approved drawings. 4.2 The installation of this product up to 30 feet above grade will require a Hurricane Protection System, but for installations over 30 feet above grade it will not require a Hurricane Protection System. 5. LABELING 5.1 Each block shall be permanently labeled with the manufacturer's name or logo and the Miami-Dade County Logo. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the SFBC in order to properly evaluate the installation of this product. andido Font,PE, Sr. Product Control Examiner Product Control Division -2- i Pittsburgh Corning Corporation ACCEPTANCE NO: 01-0306.02 APPROVED: APR 1 9 ,001 EXPIRES: 08/06/2006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance(approval) shall be considered after a renewal application has been filed and the original submitted documentation,including test supporting data,engineering documents, are no older than eight(8)years. 2. Any and all approved.products shall be permanently labeled with the manufacturer's name,city, state,and the following statement: "Miami-Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a) There has been.a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product(identical)as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance,including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials,use,and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance,unless prior written approval has been requested(through the filing of a revision application with appropriate fee)and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product,for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents,where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Candido Font,PE, Sr.Product Control Emuniner Product Control Division END OF THIS ACCEPTANCE -3- j(2-y� CO I Nva amt - a $ S � ,� m Z jN �i�� _ V o pOzah Z is —3wiri :: i ch c7 '; nU Y c= U J W W ci+�+.n J J 0 4Z F- W a w 0ju wz a U Z E x x x x x x x x[Ol� x x I z1 z x x x x x x x x x x x a =Q 0 t0 CO N Z.m N st I m m m Z.m N y Z. l0 N W (D ._____ •� v X � a � o O w v a� O '� a _ a m W � w o D m a a: o w 0 u> > o w > �'_ m W m v a g 5 w C7 z i5 wW w Y m Yxo lC UN m °E J 5 xt .3w m x� Q 3 ,mm J N_ N w x c N ¢ - -_ i2 J - _- -(.oZ l�6iaNw veWl axis leulwoN.O-.B-_-1-� _ Vp F, m"O e y ro m co m v�ou'^o ad` ��n J9 mU N Frr,rida Lei lding Code Online http://floridabuildulg.org/pr/pr app dtl.aspx?param=wGEVXQwtDq... " VU' a �:. ,. 11#.;' ,, 1fi.•°�_ + ! t. ..t a 'C i f i e i ftp: BCIS Home Log In Hot Topics Submit Surcharge Stats&Facts' Publications FBC StaffBCIS Site Map Links Search L OJAH Product Approval USER: Public User klfi fir;'` wR; �y Product Approval Menu > Product or Application Search >Application List>Application Detail FL# FL1363-R2 A �« � Application Type Revision ONE ,:3 Code Version 2004 Application Status Approved Comments Archived Product Manufacturer Pittsburgh Corning Corporation Address/Phone/Email 800 Presque Isle Drive Pittsburgh, PA 15239-279 (724) 327-6100 ext 627 Nick_Loomis@pghcorning.com Authorized Signature Nicholas Loomis Nick_Loomis@pghcorning.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO - CER Referenced Standard and Year(of Standard Year Standard) Dade County Protocol PA 202-94 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/20/2005 Date Validated 09/20/2005 Date Pending FBC Approval 09/23/2005 Date Approved 10/11/2005 1 of 2 7/11/2006 12:53 P F liFia iia lding Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq... Summary of Products FL# Model, Number or Name Description 1363.1 Glass Unit Masonry (Glass Glass Block installed with mortar. Block) Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 1363 I Dade-Mortar,pd Impact Resistant: Verified By: Design Pressure: +/- Other: Type I Layout: Panel size 6-0" wide by 20'-0" high. Design Pressure Rating of+/- 75 PSF. Type II Layout: Panel size 8'-0" wide by 8'-0" high. Design Pressure Rating of+/- 60 PSF. Up to 30 Ft. above grade will require a Hurricane Protection System. Over 30 Ft. above grade it will not require a Hurricane Protection System. Back, ,Next' DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Suncom 277-1824,Fax(850)414-8436 ©2000-2005 The State of Florida.All rights reserved. Copyright and Disclaimer Product Approval Accepts: ® aCh— Bob M�ROYE 2 oft 7/11/2006 12:53 P � �1 Pates dc� Lane MIA M I•DADE MIAMI-DADE COUNTY,FLORIDA METRO-DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIANII,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Certai,nteed Corporation(PA) 1400 Union Meeting Road Blue Bell, PA 19422 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in r the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:,Landmark TL,(and-AR) , LABELING: Each Lunt shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed., then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 3. The submitted documentation was reviewed by Frank Zuloaga,RRC e NOA No.: 02-0110.03 Expiration DateA— _ FT. ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Catel4ory: 07310 Composition Shingles Materials Dimensional Deck Type: Wood 1. SCOPE: This new roofing system using Certainteed Landmark TL and AR Asphalt Shingles, manufactured by CertainTeed Corporation as described in this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami-Dade County. 2. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications Certainteed Landmark TL 131/4" x 40" PA 110 A heavy weight, dimensional asphalt and AR shingle. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 3.2 Shall not be installed on roof mean heights in excess of 33 ft. 4. INSTALLATION 4.1 Shingles shall be installed in compliance with Miami-Dade County Product Control Shingle Installation Procedure No. 115. 4.2 Flashing shall be in accordance with Section 9.3 Option `B" (Step-flashing) of Miami- Dade County Product Control Shingle Installation Procedure No. 115. 4.3 The manufacturer shall provide clearly written application instructions. 4.4 Exposure and course layout shall be in compliance with Detail'A', attached. 4.5 Nailing shall be in compliance with Detail'B', attached. 5. LABELING 5.1 Shingles shall be labeled with the Miami-Dade Logo or the wording"Miami-Dade County- Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or the applicable Building Code in order to properly evaluate the installation of this system. i NOA No.: 02-0110.03 " Expiration Date: 03/07/07 ' may Approval Date: 03/07/02 Page 2 of 3 DETAIL A Rake Edge CertainTeed Landmark TL 13 1/4"x 40"LAMINATED SHINGLE All dimensions are in inches. 5 518 5 518 -. 55/8 171/2 r— ` - 11 1/411 - 5518-� 11 1/4 - 283/4 5 5/8 5 5!8 341/8 Starter 5 518 Eaves DETAIL B CertainTeed Landmark TL 13 1/4" x 40" LAMINATED SHINGLE All dimensions are in inches. r 46 _ J� F- 131/2 - - 13 131/2 -� 1 131/4 61/8 5 5/8 Exposure t - END OF THIS ACCEPTANCE NOA No.: 02-0110.03 Expiration Date: 03/07/07 Approval Date: 03/07/02 Page 3 of 3 NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED (For File ONLY. Not part of NOA.) A. EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date Underwriters Laboratories,Inc. PA 107 0INK48206 12/18/01 Underwriters Laboratories,Inc. Letter R684 01/28/02 PRI Asphalt Technologies,Inc. PA 100 CTC-003-02-01 12/14/01 B. OTHER 1. Notice of Acceptance number 01-0312.03 E-1 lorida Bukllu'Ig Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... " rn ri 'lei l 0 - BCIS Home Log In Hot Topics! Submit Surcharge' Stats&FactsPublications FBC Staff. BCIS Site Map Links Search 1 { ( •4 �� Product Approval d� USER: Public User Product Approval Menu > Product or Application Search >Application List>Application Detail FL# L50 Application Type Revision Code Version 2004 Application Status Approved Comments Archived " Product Manufacturer CertainTeed Corporation-Roofing w.. Address/Phone/Email PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 (610) 341-6678 allan.r.snyder@saint-gobain.com � ® Authorized Signature Richard Snyder allan.r.snyder@saint-gobain.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO - CER Referenced Standard and Year(of Standard Year Standard) ASTM D3462 2001 ASTM E108 2000 TAS 100 1995 TAS 107 1995 TAS 110 2000 UL 790 1997 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/08/2005 Date Validated 09/08/2005 1 of 4 7/7/2006 4:09 P lorida bul'id ig Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... Date Pending FBC Approval 09/27/2005 Date Approved 10/11/2005 Summary of Products FL# Model, Number or Name Description 250.1 Carriage House Shangle Fiberglass laminated shingle Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 250 R1 I 01050302 Presidential Shake Impact Resistant: Series.odf Design Pressure: +/ PTID 250 R1 I 01051605 Classic Horizon odf Other: Refer to current Miami-Dade NOA. PTID 250 R1 I 01061209 Hatteras.pdf PTID 250 R1 I 02011003 Landmark TL Series.pd PTID 250 R1 I 02121605 CT20 XT25 XT30 Patriot Series.odf PTID 250 R1 I 02121903 Landmark 30 40 50 Series,odf PTID 250 R1 I 04061601 Carriage House Grand Manor.odf Verified By: 250.2 Classic Horizon Shangle Fiberglass 3 tab overlay shingle Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Refer to current Miami-Dade NOA. 250.3 CT 20 (and AR) Fiberglass 3 tab shingle Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Refer to current Miami-Dade NOA. 250.4 Grand Manor Shangle Fiberglass laminated shingle Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Refer to current Miami-Dade NOA. 250.5 Hatteras Fiberglass 4 tab shingle Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Refer to current Miami-Dade NOA. 250.6 Landmark 30 (and AR) ,: Fiberglass laminated shingle Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Refer to current Miami-Dade NOA. 2 of 4 7/7/2006 4:09 P M I A M I-DADE MIAMI-.DADS COUNTY,FLORIDA METRO-DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OF'F'ICE(ACCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation 1400 Union Meeting Road Blue Bell,PA 19422 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control ® Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to ineet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Landk 0(qua Vit)( d WideTrack QB),Landmark 40 (and-AR) (and WideTrack QB)and Landmark 50(an O-AR:).06AVfd ck B) + LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 4. The submitted documentation was reviewed by Frank Zuloaga,RRC F e NOA No.: 02-1219.03 Expiration Date: 02/28/07 Approval Date: 03/27/03 Page 1 of 4 ROOFING ASSEMBLE'APPROVAL Category: Roofing Sub-Category: 07310 Asphalt Shingles Materials Dimensional Deck Type: Wood 1. SCOPE This revises CertainTeed Landmark 30 and AR(and WideTrack QB), CertainTeed Landmark 40 and AR (and WideTrack QB), CertainTeed Landmark 50 and AR (and WideTrack QB) Shingles as manufactured by CertainTeed Corporation described in Section 2 of this Notice of Acceptance. 2. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications Certainteed Landmark 30 and 13'/4" x 38 3/4" PA 110 A heavy weight,2471b/sq, dimensional AR(and WideTrack QB) asphalt shingle. Certainteed Landmark 40 and 13'/4" x 38 3/4" PA 110 A heavy weight,264lb/sq, dimensional AR(and WideTrack QB) asphalt shingle. Certainteed Landmark 50 and 131/4"x 38 3/4" PA 110 A heavy weight,296lb/sq, dimensional AR(and WideTrack QB) asphalt shingle. Accessory Shingles various proprietary Accessory shingles for hip,ridge and starter strip applications. 3. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories,Inc. R684 UL 790 04/02/01 PRI Asphalt Technologies,Inc. PCTC-01-02-01 PA 100 01/12/01 CTC-006-02-01 11/12/02 Underwriters Laboratories,Inc. 94NK9632 Wind uplift resistance PA 107 11/30/00 02NK42448 11/08/02 4. LIMITATIONS 4.1 Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 4.2 Shall not be installed on roof mean heights in excess of 33 ft. 5. INSTALLATION 5.1 Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 5.2 Flashing shall be in accordance with Roofing Application Standard RAS 115 5.3 The manufacturer shall provide clearly written application instructions. 5.4 Exposure and course layout shall be in compliance with Detail'A', attached. 5.5 Nailing shall be in compliance with Detail '13% attached. NOA No.; 02-1219.03 a Expiration Date: 02/28/07 4 e Approval Date: 03/27/03 Page 2 of 4 6. LABELING 6.1 Shingles shall be labeled with the Miami-Dade Logo or the wording "Miami-Dade County Product Control Approved". 7. BUILDING PERMIT RE'QUIREMENTS 7.1 Application for building permit shall be accompanied by copies of the following: 7.1.1 This Notice of Acceptance. 7.1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. DETAIL A Rake Edge -5 5/8--1 CERTAINTEED LANDMARK 30,40, 50 All dimensions shown are in inches --55/8-1 5 518- 161/4--� 11 114 55/8-1 -27 1/2-7 —5518--1 518 -33 1/8 11114 8 I I Starter 55/8 Full Shingle 7 __ _ Eaves r NOA No.: 02-1219.03 Expiration Bate: 02/28/07 Approval Date: 03/27/03 Page 3 of 4 DETAIL B — 38 3/4" 12" 14 3/4" - 12" —► — 1" 1 13 1/4" 6118E55/81, � 717 7 7 - LANDMARK 30,40, 50 (AND AR) 4 38 3/4" 1. - ' Release Tape Nailing area for"low and standard"slopes(from 3.5:12 to 21:12) Nail between upper&lower nail lines. 12" — 14 3/4" -■-------- 12" -- �— 1" 13 1/4" WIDE f l NAILING'- -- - - AREA 7 1/2" 7 5 5/8" g" Exposure LANDMARK 30,40,50 (AND AR)-WIDETRACK QB (Low and Standard Slope) !-� - - 38 3/4" — ►I Release Tape Nailing area for"steep"slopes(greater than 21:12) Nail between bottom 2 nail lines. 12" 14 3/4" 12" 13 1/4" 1.. 1"— — 5 5/8" 61/81, Exposure l 17 7 LANDMARK 30,40,50 (AND AR)-WIDETRACK QB (Steep Slope) END OF THIS ACCEPTANCE NOA No.: 02-1219.03 o Expiration Date: 02/28/07 { Approval Date: 03/27/03 Page 4 of 4 torida Bu` ding Code Online http://floridabuildiiig.org/pr/pr_app_dti.aspx?param=wGEVXQwLDq... BCIS Home Log In Hot Topics; Submit Surcharge Stats&Facts' Publications FBC StaffBCIS Site Map LinksSearch Product Approval USER: Public User Product Approval Menu > Product or Application Search >Application List>Application Detail E , " , I FL# I 014 Application Type Revision Code Version 2004 ss? ; lis$ Application Status Approved Comments MUM 11 Archived Product Manufacturer CertainTeed Corporation Siding Products Address/Phone/Email 803 Belden Road # -; Jackson, MI 49203 (517) 780-3185 k ti neil,j.sexton@saint-gobain.com Authorized Signature Neil Sexton neil.j.sexton@saint-gobain.com Technical Representative E Address/Phone/Email Quality Assurance Representative Craig Berry Address/Phone/Email 1200 Avenue G White City, OR 97503 craig,a.berry@saint-gobain.com Category Panel Walls Subcategory Siding Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO - CER Referenced Standard and Year(of Standard Year Standard) ASTM C1185 2002 ASTM E136 1999 ASTM E84 2001 Florida Building Code 2004 Florida Building Code 2004 Miami-Dade Co. Protocol PA201 1994 Miami-Dade Co. Protocol PA202 1994 Miami-Dade Co. Protocol PA203 1994 Equivalence of Product Standards Certified By Sections from the Code 1403 2121.6.2 �F� 6/27/2006 3:09 :arida b iidnig Code Online littp://floridabtiildiiig.org/pr/pr app dt1.aspx?paran1=wGEVXQwtDq... Product Approval Method Method 1 Option A Date Submitted 11/04/2005 Date Validated 11/22/2005 Date Pending FBC Approval 11/23/2005 Date Approved 12/06/2005 Summary of Products FL # Model, Number or Flame Description g3148;1 1N }�Ih BQa►dS,Fiykl rnCement 6-1/2", 7-1/2", 8-1/4" and 9-1/2" Widths x 12' long. Lsq cCin = �i`anks 1' Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 3148 R1 I Dade Co FC NOA 02-0503-01 pdf Impact Resistant: Verified By: Design Pressure: +/- Other: Exterior Wall Covering. Allowable Wind Pressures: Steel Studs (Min. 3-5/8"x1-3/8"x20ga at 16" o.c.), Screws through overlap into studs, -92 psf. Wood Studs (Min. 2x6 at 16" o.c.), 8d nails through overlap into studs, -76 psf. 3148.2 WeatherBoards Fiber Cement 16" Wide x 4' long. Shapes Siding Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Exterior Wall Covering Allowable Wind Pressures: Steel Studs (Min. 3-5/8"x1-3/8"x20ga at 16" o.c.) with Screws into studs, -95 psf. Wood Studs (Min. 2x6 at 16" o.c.) with 8d nails into studs, -76 psf. 3148.3 WeatherBoards Fiber Cement 4' Wide x 8', 9' and 10' lengths. Vertical Panel Siding Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Exterior Wall Covering Allowable Wind Pressures: Steel Studs (Min. 3-5/8"xl-3/8"x20ga at 16" o.c.) with Screws 6" o.c. into studs, -115 psf. Wood Studs (Min. 2x6 at 16' o.c.) with 6d nails 6" o.c. into studs, -73 psf. Back Next, DCA Administration Department of Community Affairs Florida Building Code online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Suncom 277-1824, Fax(850)414-8436 ©2000-2005 The State of Florida.All rights reserved. Copyright and Disclaimer Product Approval Accepts: 2 of 3 6/27/2006 3:09 5htii lej C� MIAMI.DA EE MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MLAMI,FLORIDA 33130-1563 NOTICE OF ACCEPTANCE (NOA) (305)375-2901 FAX(305)375-2908 Certainteed Corporation (PA) 1400 Union Meeting Road Blue Bell, PA 19422 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolve, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Landmark TL(and-AR) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other proposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA consists of pages 1 through 3. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02-0110.03 — Expiration Date: 03/07/07 L Approval Date: 03/07/02 Page 1 of 3 v' 6 P f m ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: 07310 Composition Shingles Materials Dimensional Deck Type: Wood " 1. SCOPE: This new roofing system using Certainteed Landmark TL and AR Asphalt Shingles, manufactured by CertainTeed Corporation as described in this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami-Dade County. 2. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications Certainteed Landmark TL 13'/4" x 40" PA 110 A heavy weight, dimensional asphalt and AR shingle. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 3.2 Shall not be installed on roof mean heights in excess of 33 ft. 4. INSTALLATION 4.1 Shingles shall be installed in compliance with Miami-Dade County Product Control Shingle Installation Procedure No. 115. 4.2 Flashing shall be in accordance with Section 9.3 Option `B" (Step-flashing) of Miami- Dade Coimty Product Control Shingle Installation Procedure No. 115. 4.3 The manufacturer shall provide clearly written application instructions. 4.4 Exposure and course layout shall be in compliance with Detail'A', attached. 4.5 Nailing shall be in compliance with Detail'B', attached. 5. LABELING 5.1 Shingles shall be labeled with the Miami-Dade Logo or the wording"Miami-Dade County- Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or the applicable Building Code in order to properly evaluate the installation of this system. NOA No.: 02-0110.03 Expiration Date: 03/07/07 Approval Date: 03/07/02 Page 2 of 3 DETAIL A Rake Edge CertainTeed Landmark TL 13 1/4"x 40" LAMINATED SHINGLE All dimensions are in inches. 55/8- — 55/8 55/8— _ 171/2 11 1/411__ 5 5/8 11 1/4 283/4 55/8 5 5/8— F 341/8 Starter 5 5/8 Eaves DETAIL B CertainTeed Landmark TL 13 1/4" x 40" LAMINATED SHINGLE All dimensions are in inches. _- 4° --1 131/2 -� 13 131/2 -� 1 -{ -- �_ --- —- 1 131 � - - 1/4 6 1/8 55/8 Exposure ' i I END OF THIS ACCEPTANCE NOA No.: 02-0110.03 Expiration Date: 03/07/07 Approval Date: 03/07/02 Page 3 of 3 r 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) A. EVIDENCE SUBNHTTED: Test Agency/Identifier Name Report Date Underwriters Laboratories,Inc. PA 107 OINK48206 12/18/01 Underwriters Laboratories,Inc. Letter R684 01/28/02 PRI Asphalt Technologies,Inc. PA 100 CTC-003-02-01 12/14/01 B. OTHER 1. Notice of Acceptance number 01-0312.03 E-1 t Florid,ouii(;LIA Code Onlnie http://www.floridabuildiiig.org/pr/pr app dtl.aspx?param=wGEVX,.. � -� SCIS Home Log In Hot Topics Submit SurchargeStats&Facts Publications FBC Staff BCIS Site Map Links Search { Product Approval USER: Public User ' Product Approval Menu > Product or Application Search >Application List >Application Detail FL# _ FL250-121 `. Application Type Revision pp Yp Code Version 2004 .` .i Application Status Approved Comments Archived 11 n,n f ra� w Product Manufacturer CertainTeed Corporation-Roofing ` Address/Phone/Email PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 (610) 341-6678 allan.r.snyder@saint-gobain.com l,l Authorized Signature Richard Snyder allan.r.snyder@saint-gobain.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles ` Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO - CER Referenced Standard and Year(of Standard Year Standard) ASTM D3462 2001 ASTM E108 2000 TAS 100 1995 TAS 107 1995 TAS 110 2000 z UL 790 1997 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/08/2005 Date Validated 09/08/2005 1 of 4 7/7/2006 4:091 Floridaatsuiidiiig Code Online http://www.floridabuilding.oi•g/pr/pr_app_dtl.aspx?param=wGEVX... Date Pending FBC Approval 09/27/2005 Date Approved 10/11/2005 Summary of Products FL## Model, Number or Name Description 250.1 Carriage House Shangle Fiberglass laminated shingle Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 250 R1 I 01050302 Presidential Shake Impact Resistant: Series.pd Design Pressure: +/ PTID 250 R1 I 01051605 Classic Horizon.pd Other: Refer to current Miami-Dade NOA. PTID 250 R1 I 01061209 Hatteras pdf PTID 250 RI I 02011003 Landmark TL Series Ddf PTID 250 R1 I 02121605 CT20 XT25 XT30 Patriot Series pdf PTID 250 R1 I 02121903 Landmark 30 40 50 Series.pd PTID 250 R1 I 04061601 Carriage House Grand Manor.odf Verified By: 250.2 Classic Horizon Shangle Fiberglass 3 tab overlay shingle Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/ Other: Refer to current Miami-Dade NOA. 250.3 CT 20 (and AR) Fiberglass 3 tab shingle Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Refer to current Miami-Dade NOA. 250.4 Grand Manor Shangle Fiberglass laminated shingle Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/ Other: Refer to current Miami-Dade NOA. 250.5 Hatteras Fiberglass 4 tab shingle Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Refer to current Miami-Dade NOA. 250.6 Landmark 30 (and AR) Fiberglass laminated shingle Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Refer to current Miami-Dade NOA. 2 of 4 7/7/2006 4:09 F http://floridabuilding.org/pr.pr_app_dti.aspx?param=wG'\"\Qw'Ly Floda Building Code Online H f Links Search Submit Surcharge Stats&Facts Publications FBC BCIS Home Log In Hot Topics' Staff BCIS Site Map Product Approval USER: Public User c r cation Search >Application_List>Application Detail Product ApgCoYal Menu > Product_gr App FL4334-R1 FL# Revision t Application Type 2004 Code Version Approved Application Status Desi Comments Archived u:y Masonite International Product Manufacturer One North Dale Mabry i xs Address/Phone/Email Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com r at Steve Schreiber Authorized Signature sschreiber@masonite.com j4, k Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Exterior Doors Category Swinging Exterior Door Assemblies Subcategory Compliance Method Certification Mark or Listing Certification Agency National Accreditation &Management Institute, Year Referenced Standard and Year(of Standard Standard) ASTM E1300 2002 ASTM E1300 1998 TAS 201 1994 TAS 202 1994 TAS203 1994 Equivalence of Product Standards Certified By Sections from the Code Section 2612 HVHZ PI Product Approval Method Method 1 Option A Date Submitted 09/08/2005 1 of-4 Flo?da Building Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq... 091 SCIS Home Log In Hot Topics' Submit Surcharge Stats&Facts PublicationsFBC Staff l BCIS Site Map Links Search Product Approval 14 USER: Public User •. Product Approval Menu >Product.or Applicapon Search >Applicatio_n List >Application Detail FL# FL4334-R1 - Application Type Revision Code Version 2004 Application Status Approved a Comments Archived x ofi Product Manufacturer Masonite International Address/Phone/Email One North Dale Mabry Suite 950 r, 6 Tampa, FL 33609 ldl (615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation &Management Institute, Referenced Standard and Year(of Standard Year Standard) ASTM E1300 2002 ASTM E1300 1998 TAS 201 1994 TAS 202 1994 TAS203 1994 Equivalence of Product Standards Certified By Sections from the Code Section 2612 HVHZ PI Product Approval Method Method 1 Option A Date Submitted 09/08/2005 1 of 4 7/18/2006 11:31 AM Florola Building Code Online http://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDq... Date Validated 10/16/2005 Date Pending FBC Approval 10/01/2005 Date Approved 10/19/2005 Summary of Products FL# Model, Number or Name Description 4334.1 Fiberglass Side-hinged Door 6'-8" Opaque I/S and 0/S Single Door Units- Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 4334 R1 I 68 Glazed Installation.pdf Impact Resistant: PTID 4334 Rl I 68 Opaque Installation.ndf Design Pressure: +/- PTID 4334 R1 I 80 Glazed Installation.pdf el,�,�• Other: Evaluated for use in locations adhering to PTID 4334 R1 I 8_0_OpaqueInstallation�pdf the Florida Building Code including the High Velocity Verified By: Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size Max DP = +/- 70.0 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO120-05 for additional information. 4334.2 Fiberglass Side-hinged Door 8'-0" Opaque I/S and O/S Single Door Units - Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size Max DP = +/- 70.0 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO121-05 for additional information. 4334.3 Fiberglass Side-hinged Door 8'-0" Opaque O/S Door w/ or w/o Sidelites Units- Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size Max DP = +55.0/ -50.5 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO121-05 for additional information, 4334.4 Fiberglass Side-hinged Door 8'-0" Opaque I/S Door w/ or w/o Sidelites Units - Impact Rated 2 of 7/18/2006 11:31 AM Florida Building Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDq... nominal size Max DP = +50.0/ -50.0 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO123-05 for additional information. 4334.8 Fiberglass Side-hinged Door 6'-8" Glazed I/S and O/S Door w/or w/o Sidelites Units - Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size Max DP = +60.0/ -60.0 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO122-05 for additional information. Back: Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Suncom 277-1824,Fax(850)414-8436 ©2000-2005 The State of Florida.All rights reserved.Copyright and Disclaimer Product Approval a El 471 l o 4 Bob 4 of 4 7/18/2006 11:31 AM V) m y ,000 � z -1 VI .'0 N ti Dm 0) D-I '0 0A-1 z C UOG)nr 00 ® ® ® AO Z ➢y r N X 0pr Z _� Omm2G Q Z O 'm Z G -a O ® ® QO N m n -� InC �.y C� -ac-mr' D m0n0n0y D A oVmmO47Op ;a9 An �� zAr'1y C � (np m C 2>w OmZNN OZy �N (DZ�O Or Ar-y+l Z � m N O O N w V) m m -1 OC y m Z C O .b- ti O mD lm/yl f*l O X O 1z> -i TTT Q �' po x1 1 �Z " o `Z �" �� o mo�mc 0 W lit 5 Mo, m ? O ® ® ® 00 yy� o zommzm ww Z Z N ® ® ® OA -`~N y O A Z- S. OZ OA OZ 200 W p 00 ,;Zs � � 3 � S X,A w,D� <Q c�-immm> 2C4 w A ® ® ® ~ ® ® ® 0=i LwW.w auwA t0 S 0". hj oz O m 0j0 Z 'Ln � QCz ° - wog=o 0 C=mA=A O Amm mm M V-,Z >(I - _Kmo C_Z ~ y O .'[I mnRc0 k TI V W 0'1 C m IY1 C) Z . A Aim I` C Z �tA o -I o. O Ox p 2 Ir`1 m 12 o x o'X x O V) 4 UZI O13O O Or m ®�® 13 � z i,--vvu�t H ONUiA arc' ` B$z = 1 (fl N U V•N V V) 0 polo Z f r MAX. FRAME HEIGHT 81.875" IltltzZ 0 •• 000000 A ® ® 62.675" MAX. Ln( U`InO A N c ® ® ® D.L.O. +++++ N ? In to Ui ov C -I 0 N N Ut O X7 00000m �� N I I 1 1 1 V Z Z~ O N n n U op 0 0 0 no In W r N (p Ln L7 X lDw 10 t0 O0000-m= O O m 00� 2 AAAA V m m C) 0 0 0 0 0 =0 0 0 0 0o�A y Z n 0� y mO Z 0 O A A A A VZ 0 z p 0 0 0 0 0 300000 zA Z �0vVU,�t vc0UU'•10NNl0Pn0 2 y cic p0000 .0unn0fuI- F, m 0 A q =x m It N m MAX, PANEL HEIGHT 79.250" x cEi ' g PRODUCT: "EXTERIOR DOOR PRODUCT" m N MASONITE INTERNATIONAL CORP. DOUBLE 6'8"OPAQUE o Z C 4 25 O5 ANCHORS & PLASTICS SWS FIBERGLASS DOOR 7300 REAMES RD. $ o n - B 3 1 05 FLORIDA CHANCES SWS PART OR ASSEMBLY: N o A 2 22 05 ADDED GLASS DETAIL Sw5 TYPICAL ELEVATIONS CHARLOTTE, NC 28216 o NO. 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O W C x x 03-M AA x x A 0 x m m rn r-ILj * x - L)Ll I x c�In V)LI � Ilr+� 0_D L7 O -I-t?g x 00 g x C cox m m o x A=1 I DZ WT.mm -Z .�AAS ZZ,NO^'No`mi mi D W rn.�J n^'o i�rnN�vv �mwmma:I*� +W�8Lyvoa?-uIn ,-)Tj n'xl I S nn rrI 0 A rnmm D,ZTj�' No�00 D -I .97" m vc " D - nncnV�"�m �mnv rTp �O02= (n N Zl%GAy 000 V1 �O = D0 0 y1�1-O TccQ00oZ ��-rmm �_ �^, °rn�rrnS T o,� Z O 0 Zl%0A y2 m =IIIA NO n2 Z x Q rnx r D m p2 2t„A-- mo �OyJx x gr x r o O n T AAA L)In to r mmrrm u+0 AA Oap 2 0 y O O O—I-_-I y O cn V)VI m o0 .s, m as o A Ao� f x on � xov�� I O O ('' n�Cc,o00 mmrr" 0 vo�O n� 00 Lan � �0 1.75""'"I _ 07 ;00 0 =;0 "_ rn o' b f�r pV) �Jv� r�Ln c� OO rmm m'CO) .-0 r��. m %O ° �m n C D V) C7 C7 T rn m y Zl m $ O 3 gzb cn �ay � � 0rn z A D m "r ti 0 A p 2 A r m > z �( U W 0 C7�-t N m D Z Z O .. Or m m z I y� rn > 0 O AA N ZOD m Q m N 1.047" D D a a a D a p r r. r r r N r r O W C ut C y <�OG)y C C C 't,`L C::Vl-i'OC v7i*T�`z-m��`<� y�g��m m arm Z O�D�m��0 0 0 c)�rn m 0 0 O O v 0 0 o o o A m Z m ZCm -<mto cnm ZZZ 0-,�00Zrn mcGjZ I I I mODmO mn000m Crm,Tm 0000 A C r C r r N N r C C C 0 0 z C r r C r O r O r 0 0 r W r 0 0 0 �m m9 —+ m U) Dr A m A N o $ x PRODUCT: { "EXTERIOR DOOR PRODUCT" MASONITE INTERNATIONAL CORP. 6'-8" OPAQUE FIBERGLASS C 4 25 05 ANCHORS & PLASTICS SWS DOUBLE DOOR 7300 REAMES RD, o^ o N y B 3/1/05 FLORIDA CHANGES SWS PART OR ASSEMBLY: CHARLOTTE, NC 28216 N o A 2 22 OS ADDED GLASS DETAIL SWS I� 0 0 N NO. DATE BY UNIT COMPONENTS & REVISIONS BILL OF MATERIALS Fl&6..da Building Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq... Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/ Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size Max DP = +50.5/ -50.5 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO121-05 for additional information. 4334.5 Fiberglass Side-hinged Door 6-8" Opaque 0/S Door w/ or w/o Sidelites Units - Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size Max DP = +55.0/ -50.5 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO120-05 for additional information. 4334.6 Fiberglass Side-hinged Door 6-8" Opaque I/S Door w/or w/o Sidelites Units - Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size Max DP = +50.5/ -50.5 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO120-05 for additional information. 4334.7 Fiberglass Side-hinged Door 8'-0" Glazed I/S and O/S Door w/or w/o Sidelites Units- Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max 3 of 4 7/18/2006 11:31 AM ORR T - r-- : B Idr l Jati=Information Bestcon Homes Job#: J-06-0136F i (8VS) File#: �, * Salesman: John Ferguson Designer Philip Shoemaker Manning Building Supplies � 9 9 p p Report and Deuvery Date LJob• 1 j Jacksonville,Florida 32256 jaxtruss@mbs-corp.com Date: 2/20/2006 Phone:(904)268-8225 ' Fax:(904)260-2981 ABACO KEY I Del.AISED LOT 26 PARADISE PRESERVE i JACKSONVILLE FL Cover Sheet PO roud p A Penner Alphrs A ..dred Prod.dr,Irre. Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight fm 1 05-07-12 C1 8/0 02-00-00 2x4 05-01-03 39.2 LB 00-00-00 2x4 39.2 LB 4 05-07-12 C2 8/0 02-00-00 2x4 05-05-06 28.0 LB 00-00-00 2x4 111.9 LB 6 05-07-12 C3 8/0 02-00-00 2x4 03-06-10 35.0 LB 00-00-00 2x4 209.8 LB 1 05-07-12 C4 8/0 02-00-00 2x4 03-02-07 33.6 LB 00-00-00 2x4 33.6 LB Opt 9 20-02-00' F1 0/0 00-00-00 4x2 01-04-00 114.7 LB 00-00-00 4x2 1032.2 LB 1 06-03-08 F2 0/0 00-00-00 4x2 01-04-00 47.6 LB 00-00-00 4x2 47.6 LB A pnud Partner MWoodFloor AIPNe Engine—d Produdr,Inc. P" Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight 7 20-00-00 F3' 0/0 00-00-00 42 01-04-00 111.9 LB 00-00-00 4x2 783.2 LB • Qty Description 8 1 - THA422 10 A - HUS26 Georgia49cific Qty Span Description 2 22-00-00 BM 2 16"LVL 2 18-00-00 BM 3 16"LVL HorneBASE by Alpine Engineered Products,Inc. Page 1 O M Qxy Span Description Pitch OHL TC Size Truss O/A Height Weight TCBC OHR BC Size Ext.Weight Total Commons and Hips: 29 Total Hangers: 18 Total Jacks: 0 Total Beams: 4 Total Piggy Backs; 0 Total I-Joist: 0 Total Trusses in Package: 29 Total Rim Board: 0 1Gc/ HOmeBASE by Alpine Engineered Products,Inc. Page 2 Of 2 m .. PAO uosn6ua� uyor :NHWS3�IHS o o Zz ua�owaoHS ! I !Hd :83N9IS30 z 3AH3S3dd 3SIOUHUd H 10-1 :SS3dOOH m o LD o J,D 03H9H :NOIldId")S3O o0 CL sawoH uoo�s69 :b3WOlsm L L �-- --s-9 .S.9 L.8 z -{- Z T —}-�� T m m N y .9E co�— ..0 T .z T 0 T .6 T e we 0 N i r� mwm ' O ¢� N wm mm m. m � i ,SS a R 9 pAA lo* ap fm 0 r* s�* 40 A" MANNING BUILDING SUPPLY Philip Shoemaker 20 Feb 2006 3:49 pm 11155'Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2005 Georgia-Pacific Corporation Version: 6.0 Build: 6.0.0.0 Project: J-06-0136.FBD BESTCON -LOT 26 PARADISE PRESERVE Mark#: BEAM 2 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= U360 TL= L/240 Composite Action : No 3.5", 565 psi L 3.5", 565 psi 20'4" LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf; Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start@End Span# Starts Ends Additional Info 1 Partial(plf) 90 65 100% 0 11'2 1/2" 20'4" WALL 2 Partial(plf) 184 134 100% 0 11'2 1/2" 20'4" GABLE 3 Span Carried(psf) 55 40 100% 0 0101, 20'4" 6'0"s.c.-D TRUSSES Uniform(plf) 15 0 0 0 20-4" Self Weight *Dimensions measured from left end when span#is_O,_otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 2387 3765 Min R'n 759 1135 DL R'n 759 1135 ow Min Brg(in.) 1.50 1.90 (Based on bearing stress below] Brg Str(psi) 565 565 +. DESIGN Value Span X Group Allow LDF Ratio PP V(lbs) 3109 1 20'2" 21 10640 100% 0.29 M(ft-lbs) 15540 1 11-5" 21 34954 100% 0.44 LtRn(lbs) 2387 0 0'0" 21 6921 100% 0.34 See Note#4 RtRn(lbs) 3765 0 20'4" 21 6921 100% 0.54 See Note#4 LLDefl(in.) 0.35 1 10'2" 21 0.68 L/700 TLDefl(in.) 0.50 1 10'2" 21 1.02 0484 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth,Plies selected by User •* G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. w 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rn from 'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 3 rows of 16d nails @ 12" o/c(one row 2"from top,one row at mid-depth,one row 2"from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Design valid for dry-use only(less than 16%moisture content). 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11 For explanation of GROUP change to expanded printout WIN MANNING BUILDING SUPPLY Philip Shoemaker 20 Feb 2006 3:49 pm 11155'Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2005 Georgia-Pacific Corporation Version: 6.0 Build: 6.0.0.0 a Project: J-06-0136.FBD BESTCON -LOT 26 PARADISE PRESERVE Mark# : BEAM 3 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL=L/360 TL= U240 Composite Action : No 3.5", 565 psi L 3.5", 565 psi I i 16' 5 1/2" LOADS Project Design Loads:Floor. Live=40 psf, Dead=15 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start@End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 010. 16'5 1/2" 20'0"s.c.-F2 TRUSSES Uniform(plf) 15 0 0 0 16'5 1/2" Self Weight *Dimensions measured from left end when span#is 0,otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 4646 4646 Min R'n 1354 1354 DL R'n 1354 1354 Min Brg(in.) 2.35 2.35 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 3811 1 0'2" 21 10640 100% 0.36 M(ft-lbs) 19116 1 8'3" 21 34954 100% 0.55 " LtRn(lbs) 4646 0 0101. 21 6921 100% 0.67 See Note#4 RtRn(lbs) 4646 0 16'5" 21 6921 100% 0.67 See Note#4 LLDefl(in.) 0.30 1 8 3" 21 0.55 `' U649 TLDefl(in.) 0.43 1 8'3" 21 0.82 U460 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. 47 NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 1!" 3.Loads have been input by the user and have not been veriRed by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 3 rows of 16d nails @ 12" o%(one row 2"from top,one row at mid-depth,one row 2"from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Design valid for dry-use only(less than 16%moisture content). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11 For explanation of GROUP change to expanded printout ce Alpine Engineered Products Inc. P � 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL 1999 Page 1 of 1 Document ID:1 SVC 15 1-Z0208160818 Truss Fabricator: Manning Building Supply Job Identification: J-06-0136F--- LOT 26 PARADISE PRESERVE JACKSONVILLE FL Truss Count: 7 Model Code. Florida Building Code 2004 -� Truss Criteria: ANSI/TPI-2002(STD)/FBC 44' Engineering software: Alpine Software,Version 7.24. d Structural Engineer of Record: The identity of the structural EOR did not exist as of `~ • < " `' _ 1µ.r Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof - 47.0 PSF @ 1.25 Duration Floor - 55.0 PSF @ 1,00 Duration Wind 119 MPH ASCE 7-02 -Open Notes: SW Dale 03/08/2006" I. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss DesigMEngineer- record, as defined in ANSI/TPI 1 Arthur R.Fisher " Florida License Number:59687 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing.. Haines city,FL 33844 3. The loads indicated on all referenced girder trusses to consistent with the truss layout provided by Manning Building Supply for the above referencedOb' identification. Loads applied by non-truss elements and basic load parameters are to"be reviewed and epproved by the EOR/building designer. 4. As shown on attached drawings; the drawing number iso r;eceded by; HCl1SR151 Details: 140GS .t Ref., 'Descriptionrawin Do e 1 .38737--c1 060,67134:7,0 3,8738 C2 3,8738 �506113Q3/0$/05 38739-:-C3 f) 067a36- .113./48,/06 38740= C4 .:06067137 8/06 36741--F1 66067138 03/08/06 38742 F3 66067135':; 03/08/06 '. 7 38743 -F2 06067140 03108/06 110111111111111111111 IN 11 IN N ig o 1 co� des Y v m z cc �. oo 2 N c-r c <-r-o r T N O n rn m i E nm =- A gy (/> co O C O O O -lo> 2 m0 QNn Nnn c) rD rD N N N T p1.Q• C V) n X X X 70 c Z < O C rt N c* N V1 V) m CD o c-) n v y r O O V)Z7 O Dr O z z(D 0 co A N a, cD •-�v n o o o C (7 N D �- C c�z ro n r0 > NC, m n n D mo x �r N rD .. o rQ _ _ o N V o A O O �t0 rn 70 i c, n N m O CD O70 O m X N 3k < N D n n C N T O C V m CD N O W O X D r n 0 D O CD ? 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Page 1 of 2 Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight ,am 3 12-10-00 G5 8/0 00-00-00 2x4 04-07-13 50.3 LB 00-00-00 2x4 151.0 LB 1 12-10-00 G6 8/0 00-00-00 2x4 04-03-10 69.9 LB + +► 00-00-00 2x4 69.9 LB 1 15-05-08 H1 8/0 02-01-15 2x4 11-08-15 128.7 LB 00-00-00 2x4 128.7 LB 13 15-09-00 H2 8/0 02-00-00 2x4 11-11-09 103.5 LB 00-00-00 2x6 1345.9 LB 1 14-05-00 H3 8/0 02-00-00 2x4 10-11-05 120.3 LB 00-00-00 2x4 120.3 LB 8 09-00-00 P18/0 00-00-00 2x4 03-00-00 39.2 LB 00-00-00 2x4 313.3 LB 1 08-05-07 P2 8/0 00-00-00 2x4 02-09-13 33.6 LB 00-00-00 2x4 33.6 LB !! 3 07-07-15 P3 8/0 00-00-00 2X4 02-06-10 30.8 LB 00-00-00 2x4 92.3 LB HangerSIMPSON Qty Description 3 A - HUS26 rN Total Commons and Hips: 58 Total Hangers: 3 Total Jacks: 0 Total Beams: 0 Total Piggy Backs; 12 Total I-Joist: 0 Total Trusses in Package: 70 Total Rim Board: 0 HOmeBASE by Alpine Engineered Products.Inc Page 2 of 2 uosn6ua uyor ;NdWS3-IUS o o Z Ja�OwaOHS j! I !Hd :H3N9IS30 z ]A J3S3dd 3S I OUHUd H iO� :SS3�100d m o CD o ,1311 03d9d :NO I ld I6 DS30 00 CE sawOH uOO�sa9 :d3WOlSf10 o Ld _ _ > w O J W In O U1 Tr J C� F- W O w a� m Z JZtn2 LL J 0 Q W > Cn F- - J u L W N T\ Z mF- LD C3 2 ¢OWwZ O H cf)U) - Z O - n z L F-F- W cr CL 10 07 (n nW WLL F-F-F-J� p J L IL m M LLOOU-W 07 w ZU) Z 0 Z OZf- � U JCY CE � .Z.Z[nw�zi [nWOZr Z mw JU F- F- ZO��m -¢ W CLW OW Otr(nmZ = = 0 . cr JOJ ZO Z 32 -j U) F_W UW)mLij z F-W F- W 4. O W 3 C7 �-+ W W II11 �L,0;� cf7 Tr0 O d- W3 Z W2�Z( �" F- W zZ2 J(n W W G OS �= O -J Cr F-00 Q Q F-(n mF-JZI Er H J(n In ¢x •Z w OF- = r-- mwwu�aa d QOZWm F- > z J2 ZF- Z ()MOW CCOmF-Lo •• ZUJ Q - 30 W ZZOTr(n W W Tr F-CL 3 W r •• W O O � O co O h- Oa.Q Er F- (n Cn O cn J s t�m F- u L� M W S O m CE IIRI.AIF r w en J � r m m (n M w ¢ W Z U m� m 0o F-m-i wTz m O 0 C O O(n F- X� m0E-J UO2 ZU� O J F- F-Z F--G I-O M0 "� F-OJt- W fn ct f F- W Q a: CT- W J Z * "a: F->r WOU > > O Q�F- J OOwtn 0r a: O O T.rm r zof-CO oma x X GO Gw G2 Dc WZOWU mwZU d m J J -iZ Ju W 00JOQ O(LWLru W W W -0 HF- JJ JU JJJ GCL>i-ZZ- Q m O GZ O10 GCL JZ m�.-�d MM MM MZ Q0 ZZcrZW --= N (h s m(n O m[Y 8..9.9E 1 ..S.9 .8 L.BZ L S Te m td I y j Z9 co ee ` 1 sH1ae3 s-s-le a co iH513H 92d Ill 11 OT-6-ZT _ 9 ' S I E N Es E`J y w w Zo i xe r TFi l� 8..S.SI 0..OT.CC 3.S— .S S AW 4 a�* OR 40 fob 40 o 4" a•+ "Mm A 00 O m" qm m" ea++ r Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL 1999 Page 1 of 1 Document ID:I SVC 15 1-Z0308161640 Truss Fabricator: Manning Building Supply Job Identification: J-06-0136 LOT 26 PARADISE PRESERVE JACKSONVILLE FL Truss Count: 24 Model Code: Florida Building Code 2004 Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Version 7.24. Structural Engineer of Record The Identity of the structural EOR did not exist as of - - Address: the seal date per section 61G15-31:003(5a) of the FAC Minimum Design Loads: Roof - 29.0 PSF @ 1.25 Duration Floor - N/A -' Wind 120 MPH ASCE 7-02 -Partially Enclosed = ,. Notes: -&tai baii403/08776006 1. Determination as to the suitability of these truss components for the ` structure is the responsibility of the building designer/engineer of -Truss l3esignEngin`eei= record, as defined in ANSI/TPI I ArthurR:Pisher Florida License Number 59687 2. The drawing date shown on this index sheet must')natch the date shown 1950 Marley Drive on the individual truss component drawing. . Hames city,FL 33844 3. The loads indicated on all referenced girder'trusses 'are,consistent with the truss layout provided by Manning Building Supply for the above referenced Oob; dentification, Loads applied by non truss elements and basic load parameters are to be reviewed aridy'approved by the EOR/building designer. 4. As shown on attached drawings; the "drawing number' is preceded by: HCUSR151 Details: 140GS-MAX DEAD LOAD-TCFILLER-BCFILLER Ref ,! 'Descri D tion; Drawfngj, Date 1 38,744 E2 06067;141,.,03(08/06 2 A1 -0606716203/0 /06 38746 -P2 .- 060 71 2, . 38747 ,A2 06067143 03/0i3/o6 5 38748H1 Q6067155 03108/06 6 38749 -D1 06067I52 03/08/06 38750=-G4 Q6067144 03f08/06 8 38751-tit06067145 03/08/06' 9: :. 87522g6067146. 03/08/06, IO 8753'-!G1 06067154 03008/06 11 38754--H3 06067163 03/08/06 12 38755--G3 06067147 03/08/06 13 38756--P3 06067148 03/08/06 14 38757--G2 06067149 03/08/06 15 38758--B4 06067156 03/08/06 16 38759--G5 06067150 03/08/06 17 38760--82 06067158 03/08/06 18 38761--D2 06067153 03/08/06 19 38762--A3 06067161 03/08/06 20 38763--83 06067157 03/08/06 21 38764--G6 06067151 03/06/06 22 38765--B1 06067159 03/08/06 23 38766--P1 06067160 03/08/06 24 38767--E3 06067164 03/08/06 , 11111111 NJ Hull Hill 11 Hill 111111 Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Page 1 of 1 Document ID:ISVC 15 I-ZO308161640 Truss Fabricator: Manning Building Supply Job Identification: J-06-0136--- LOT 26 PARADISE PRESERVE JACKSONVILLE FL Truss Count: 5 Model Code: Florida Building Code 2004 Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Version 7.24. Structural Engineer of Record: Address: Minimum Design Loads: Roof 29.0 PSF @ 1.25 Duration Floor N/A Wind 120 MPH ASCE 7-02 -Partially Enclosed Notes: Seal Date:03/08/2006 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 Arthur R.Fisher 2. The drawing date shown on this index sheet must match the date Florida License Number:596871950 Marley Drive shown on the individual truss component drawing. Haines City,FL 33844 3. 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C o N C + a D -}- c) A m omm O r 7 rn O 00 L7 D mD p CITY OF ATLANTIC BEACH 800 SEAHNOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 4 Application Number . . . . . 06-00033707 Date 8/16/06 Property Address . . . . . . 781 PARADISE LN Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 17 fixtures ---------------------------------------------------------------------------- Owner Contractor --------------------:- ------------------------ bestcon DON HARRIS PLUMBING P.O. BOX 14668 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32210 (904) 772-0900 --------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 154 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . 0 Expiration Date . . 2/12/07 ---------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 154 . 00 154 . 00 . 00 .00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 154 . 00 154 . 00 . 00 . 00 PERMIT Is APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. w CITY OF ATLANTIC BEACH J -r PLUMBING PERMIT APPLICATION Date: Property Address: C Owner: Telephone#: lqwl " r Contractor: 'G"Y Tele hone#: ( � ��-' Contractor Address. / <�'`� 1 Fax#: ! In consideration of pe iv 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, O, New list the building permit number. O Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers / Sinks Disposals Urinals Floor Drains / Washing Machine Lavatory Water LSewer Water Heaters Other Fees PLUMBING CONTRTACTOR: Permit Issuing Fee: $35.00 DON HARRIS PLUMBING CO., INC. NELSON D. HARRIS Total Fixtures: rl X$7.00 + $35.00 = 800 Seminole Road -Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800- Fax: (904)247-5845- http:/lwww.ci.atiantic-beach.fl.us Revised 1/04 M t r � �1 CITY OF ATLANTIC BEACH y 800 SE HNOLE ROAD { = j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033822 Date 8/30/06 Property Address . . . . . . 781 PARADISE LN Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc NEW SERVICE ---------------------------------------------------------- ------------------ Owner Contractor ------------------- ' BESTCON HOMES ( DYNAMIC ELECTRIC COMPANY PO BOX 16351 ATLANTIC BEACH I FL 32233 JACKSONVILLE FL 32245 li (904) 726-8144 -------------------------;--------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/26/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES 3/2006 08:08 7268117 PAGE 01 L r CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Dat�c��3d o G' Property Address �8 Owner. 18JU-4C n JJMMW. d Tckpkooe o: erg Contractor: ..i gcgr. retepbo,ar#: Iff 7 Contractor Address: Fox#. 7 in consideration of perosis O� for dud's the work ae deswbod in the a ststeatent. we hereby spee to Perform said work,n amosdence with the attwtwd picas sad spt 6ftations which an a part hvNQf and in accordance with the City of Atlantic Roach os di stastdardo of Gsud therein. B ng: s n Types O Trailer e: U odw culla tt;on n New Residence 0 Tamp. Itiew ori o0is sa cbu �"`t1Oe O Old O Commercial o Signs 0 Increase Of unbar, aaa O Re-wire o Addition Sq.Ft. 0 Repair '04. 3.Y a'r, `T ' Conductor Size: AMPS: COPPirR AI UMINtJbt _ i RACE •.-�j Switch or Breaker r AMPS cls PH W VOLT WAY ES4,9isting Servicer �y VOLT r WAYS 3AMPS PH ..-1� Fetders: r NO. SIZE NO SIZE } NO SIZE FLIghting Outlets I CONCEALED OPEN � 1 Rei. WIN CONCEALED OPEN ., LM Ifln AMPS Switches Incandescent Fluoreacent A M.V. �&M BELL Fixed L I Appliances TRANSFER, Air H.P.RA�TtN H.P.RATWO CEILING KW-HEAT Condition' COMP.MOTOR OTHER MOTORS AMPS HEAT_ .EA.I. Motors0-i HP. VOL AOE PH I NO. LIVER I NP. PHS I TranaiiTransformersNO• KVA NO. KVA No.Neoa Traasf i h Miscellaneous -- I see Semiaole Road-Adande Heaeb.Florida 32233-5145 Pbone:(904)247-3890. !'ea: (O4)247'3845• bttp://www.ei.etiontic-beacb.fLus CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: $�3d /o Property Address- Owner: FA 14 Telephone 4, c; Contractor: -CID _r Lj_0- Telephone i Contractor Address: Fax#• -onside n I consideration eration of permit given for doing the work ae described in the above Aatement, 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 ordinanC4e ' Standards of good pracji�listcd therein. ng: Bu' ng Type: Q Trailer SejA'ce: If other �;,jrisrxct;on New ar Residenceeing done on this building W ClU Temp. jr New Or sitc list the building' Q Old 0 Commercial 0 Signs :I Increase Pe number. 13 Re-wire U Addition Sq.Ft. U Repair 33 e> Conductor COPPER ALUMINUM Switch or T_ RACE i__ +____ i AMPS c:26D LPH W LT J'Y( WAY VOL---- Ex'sting Service RACE Size AMY S PH W VOLT I WAY Lfeeders: f NO. SIZE NO SIZE iNO SIZE Lighting OutletsEALED CO ___jOPEN Receptacles I CONCEALED OPEN AVI AMPIR 11 ilia A Switches Incandescent Fluorescent M.V. Ong , BELL Appliances TRANSFER, H.P.RAUNG H.P. RATING CEILING KW__ Air BEAT i Conditionin l COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. iVOLTAGE PH I NO. OVER-f—H—Y.— _PHS UNDEB§OOV QVER600V Transformers NO. KVA NO. KVA No.Neon—Transf Ea. Si Miscellaneous 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 o http://www,ei.atiantic-beach.fl.us Lou Pontigo & Associates, Inc. Ph:(904)242-0908 CONSULTING STRUCTURAL ENGINEERS Fax: (904)241-9557 496 Osceola Avenue, Jacksonville Beach, Florida 32250 November 7, 2006 _. Bestcon Homes its 4400 Mash Landing Blvd. i Ponte Vedra Beach, FL 32082 Re: Bearing Wall Blocking Paradise Preserve, Lot 26 Jacksonville Beach, FL Dear Sir, Pursuant to your request, we conducted a structural review of the existing conditions of the above referenced project. Specifically, we have reviewed the construction documents for the blocking below a second level bearing wall. As a result of our in-office review, we have concluded that the contractor shall install 2x6 SYP#2 solid blocking between floor trusses labeled C3 below the second level bearing wall located at Bedroom 3. Specifically, the contractor shall fasten each end of the blocking with (3)12d toenails into the top chord, bottom chord and interior web member of each roof truss. Please contact us for any further questions. Sincerely, RrSprehe, E.I. Loci Ponti , P.E. yx e ,- 1 i Please contact us at the following email addresses: s; 9 comments@Ip-a.com or drawings@Ip-a.com Lou Pontigo & Associates, Inc. Ph:(904)242-0908 CONSULTING STRUCTURAL ENGINEERS ' Fax:1904i241-9557 496 Osceola Avenue, Jacksonville Beach, Florida 32250 November 7, 2006 Bestcon Homes 4400 Mash Landing Blvd. Ponte Vedra Beach, FL 32082 Re: Bearing Wall Blocking Paradise Preserve, Lot 26 Jacksonville Beach, FL Dear Sir, Pursuant to your request, we conducted a structural review of the existing conditions of the above referenced project. Specifically, we have reviewed the construction documents for the blocking below a second level bearing wall. As a result of our in-office review, we have concluded that the contractor shall install 2x6 SYP#2 solid blocking between floor trusses labeled C3 below the second level bearing wall located at Bedroom 3. Specifically, the contractor shall fasten each end of the blocking with (3)12d toenails into the top chord, bottom chord and interior web member of each roof truss. Please contact us for any further questions. Sincerely, RrSprehe, E.I. Lou Pi1 o, P.E. Please contact us at the following email addresses: comments@Ip-a.com or drawings@Ip-a.com 1%f^ CITY:OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date c��30/O l? Permit Number 06' 3 3 0 1 9 Address Contact Name Phone Heated Square Footage @ $ per sq ft= $ Garage/Shed @ $ per sq ft= $ Carport/Porch @ $ per sq ft= $ Deck @ $ per sq ft= $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ Total Valuation 1st $ �e 5 Remaining Value $ per thousand $ bra or portion thereof bJ CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + %, Filing Fee $ FLOOD ZONE: ( ) Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: AB CONSTRUCTION SURCHARGE$ CAPITAL IMPROVEMENT $ CITY RADON SURCHARGE 19 .5 $ SECTION H IMPACT FEE $ SEWER IMPACT FEES $ SEWER TAP FEES $ �J ST CONSTRUCTION SURCHARGE XS ! $ STATE RADON SURCHARGE /94IS $ WATER CONNECT/METER ONLY $ WATER CONNECT/TAP & METER $ tv A WATER CROSS CONNECTION $ WATER IMPACT FEE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 CITY OF ATLANTIC BEACH r. PUBLIC WORDS DEPARTMENT f'r� 1200 Sandpiper Lane Atlantic Beach,Florida 32233 % (904)247-5834 =` (904)247-5843 Fax www.coab.us PIAN REVIEW COMMENT'S Permit Application # t�tS�"l�4 AL1 l Iii Property Address: Applicant: �'��' Project: Your application is approved as noted by the Public Works Department. Final application approval anaast come from the Baa$lelanag Department. Your pt application has been reviewed by the Public Works Department /J ( P P !� and the following items need attention: 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. Revie ick Carper, P.B.,Public Works Director Date Signature � ,�T 70- Contractor Notified Date MAY 3. 0 2006 LPY 0//11/21706 14:02 y0439b2b33 CLARSON & ASSOCIATES PAGE 02/02 MAP SHomwG PLOT PLAN OF LOT 26 AS S-90*i ON MAP OP PARADISE PRESERVE AS RECORDED IN PLAT BOOK $7, PAGES 31 THROUGH 34 OF THC CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REI'MENCE BEARING SHOWN ON RIGHt,OF—WAY UNE HEREON IS THE SAME AS SHOWN ON 711E ABOVE MENTIONED PLAT, NOTE_ THE PROPERTY SURVEYED HEREdv APPEARS TO UE IAITHIN FLOOD ZOWC-3 AS SCALED 2 MMUNITY PANEL, NO, 120075-0001 D. DATED 4-17-89. FROM 1ME FLOOD INSURANCE RAZE MAPS, ELEVATIONS SHOWN THUS: () REfER 7D THE NA710NAL GEODETIC VERTICAL DATUM LEGEND: 1'.�GFlVD: PC FgwT OF C44VA7LIRE l,0 0AK NArJ(MVWr PT PONT OF TANGENCY �1 TAW OAK F-F.0". utiE oAlc F'Me9#p FLOOR ELEVATION Lam, srecr am HRR, euEwrc r�srrtfcnav I,rIE IJAGNLIIU PINE UNP LA TIED p TALLOW PAW TOWn/SNIA 2 Sc"4pr, rCErO)Nea ST ti.iX'MMA,E CAAIPFIOR RA'VS 7'7• � 7unr+t¢ a4ERRY LA 7RHRW "E N89'36'50"E . SHAPED 'Lf LIYRTL£ �'' • 8• S LOT 26 28.46' INTERCEPTOR SWALE Lor AREA (14') — — 6,278 SQUARE FEET MLpRVJO{15 AREq (6 sllpg 2,917 SQUARE FEET leo ►5- . O J '• A EROSION/SEDIMENT 0o ,s A>� CONTROL SILT FENCE (�) I [TYPICAL] 4 a. i LOT 27 w 6� ��'e�ll c�Fr '0 rlo..) CAI LOT 26 .A ')I �,. rq LOT 25 CO S>� o J �e' `~ ., /►' i 2 a•) (3 ' W)ti (410 90 130.00' ow alSNo nGYf (VARAJABLE WIDTH RIGHT OF WAY] VAK srou r 3 Homo i . . i TYPE �B'" DRAINAGE = re Ro arur`tam -,5P: BE5TCQN HOMES. INC- - -- PREPARED BY: APRIL. 24 2006_ CLARSM AIA ASSMATM NIG. PROFESSIONAL SURVEYORS 3 MAPPERS I 16.3 NAWO AS-, WCK2 W-L&#'L.32207 (906)3W2@25 LB Na 1704 Q 1DWG\A--LOTS\PAftAOlW hE LOT-26-PP42406.DNG 9' Rece"Ived Time Jul -) I .— ) :564 I 'd £96£'cN NO3IS39 Nd8l:ti 9002 '8l' Ic(• 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. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application(please print). Name: ? qr, i C K CtSC�yl (S�Cdr� GS S� Mailing Address!: y 119UD MaY Sj'1 Ldi�i yxC d dk(y n �� a t h c,�i Telephone: V S N-1 Fax: 14 Lo- IIl t0 E-Mail: I hereby certify that I have read and examined this application and attached documentation 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 ve information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date: AS TO OWNER: Sworn to and subscribed before me this day of State of Florida,County of Duval RENEE OAILRUSS Notary's Signature: � A(Y COM MissloN*DD44S> o F-Xpi iES, 2009 ersonally known Od y,y S.-Vicom Pro need identification I1Z4011) '53 Ro "" " Type of identification produced Signature of Contractor:' Date: Si gna - .A.S TO CONTRACTOR: Sworn to and subscribed before me this_ _day of ,20 State of Florida,County of Duval Notary's Signature: R1ersonally known Pu REt4EB 0ML RUSS Produced identification Y �gpgI5510N*DUaa8880 Type of identification produced EXPIRE&JulytA, 20o9 �lfOf 163 �orld�NnlwY�C9.cam t407' 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Revised 8/04 Page 3` P. 01 TR(�N:-ACTION REPORT X _ — JUN—C2--2006 FRI 07 AM x FOR: ATL, BCH, PUBLIC WORKS 904 247 5843 x �c DATE START RECEIVER 'fX TIME PAGES TYPE NOTE M# DP �K JUN-02 07:41 AM 92467126 1' 19" 2 SEND OK 967 �c TOTAL 1M 19S PAGES: 2 X �c x DEPAR'T'MENT OFPUBUC WORKS 1200 SANDPT ER LANE AILA.NT'IC BEACH,FLORIDA 32233-4318 TELFPHONE:(90411)24'1.5834 PAX.(904)'241-5843 SUNCOM: 852-58!*4 http;//ci.utlan4c-pcpchJl.us r; i FAX TRANSMITTAL DATE: �I I a� TO: FAX#: City of Atlantic Beach i1 t� Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: June 13, 2007 _ Contractor: Bestcon Address: 781 Paradise Ln., Atlantic Beach, F132233 Construction Type: 5-B Occupancy Class: Group R-3 Permit Number: 06 33099 DAVID HUFSTE ER BUILDING OFFICIAL ,ff CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034022 Date 10/04/06 Property Address . . . . . . 781 PARADISE LN Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 2 cu 2 ahu ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CHAPPELL HEATING & AIR 6451 BEACH BLVD JACKSONVILLE FL 32216 (904) 724-1344 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 107 . 00 Pian Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/02/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 107 . 00 107 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 107 . 00 107 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. J CITE' OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: jo Property Address: P9-rta c> L./i Owner: Re-8 CO 0 Telephone#: Contractor: C}M P cue ) ) Al-It COD Telephone#: 7 Contractor Address: 6 45- etf C11 62 VV Fax#: Contractor Signature: J(, In consideration of permit given for doing the work as described' ove statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof d accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric ❑ Gas: _LP Natural _Central Utility ® / 3 O C} Ll Oil Oil 6 / ❑ Other—Specify CAL EQUIPMENT TO BE INSTALLED NATURE OF WORK eat _Space _Recessed �ntral _Floor Residential AMC�ir Conditioning: Room _Central C' Duct System: Material Thickness ❑ Commercial Maximum capacity 196 O cfin Ll Refrigeration W"�New Building ❑ Cooling Tower: Capacity fpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) _/ ❑ Tanks (Number) New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency 6 30 0 TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. ency 800 Seminole Road •Atlantic Beach,Florida 32233=5445 Phone: (904)247-5800• Fax: (904)247-5845• htty://www.ei.atiantic-beach.fl.us Revised 1/04 02/20/2007 14: 37 9043962633 CLARSON & ASSOCIATES PAGE 02/03 MAP SHOWING BOUNDARY SURVEY OP LOT 26 AS SHOWN ON AAP OP PARADISE PRESERVE AS RECORDED IN PIAT BOOK 57, PAGES 31 THROUGH 31C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. N01E: THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD ZONE 'X" AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075-0001, DATED 4-17-89. ELEVATION SHOWN THUS. (11.28) REFERS TO NATIONAL GEODETIC VERTICAL DATUM. LEGEND: • FOUND 1/2" IRON (LB 1704) O SET 1/2" IRON (LB 1704) PC POINT OP CURVATURE PT POINT OF TANGENCY BRL BUILDING RESTRICTION UNE F.F.ELEV IFINISH FLOOR ELEVATION UNPL ATTED PART OF TOWNSHIP 2 SOUTH, SECTION yg� RANGE 29 EAST 2'.25 N89'36'50"E 28.46 rs•eR,c A � � ACOAI n0�� b e V LOT 27 �� to e�cR sY v, 2 S r PA 2 0. 12.0' .r► •N �Rq AfE �R Y O q VEs �l fV;�81 LOT 25 I <7 9.26) H r 10' X 10' JEA Q EWIPMENT EASEMENT g •� p v� rr'9e 7,, C A, 1e s I O _ < C 20• BRI, 7.5' JEA EASEMENT N77b$'3y'v S89'36'50"W 1.30.00 PC Ji.09' w 40.30' CITY OF ATLANTIC BEACH } 800 SEAMOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034591 Date 1/16/07 Property Address . . . . . . 781 PARADISE IN Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc SPRINKLER SYSTEM ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ COOL WATER IRRIGATION & LANDSCAPE, INC. 385 WHISPER RIDGE DR. ST AUGUSTINE FL 32092 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/15/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WII ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: 1 ' ` -6 Property Address: e"'J' (L4 Owner: 't. ,.c, Telephone#• Contractor: � „�,��{.�t�r,��,,� d-- 4.t%J5'c,E► Telephone V Contractor Address: 3g (. Fax#: ,5a At-e— Contractor Signature: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach 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, XNew list the building permit number: ❑ Re-Pipe ri —33 O Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other *See attached sheet see For Backflow and Irrigation procedures Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 = 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845. http://www.ci.atlantic-beach.fl.us Revised 9/06 CITY OF ATLANTIC BEACH 800 SENHNOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 07-00000030 Date 1/31/07 Property Address . . . . . . 781 PARADISE IN Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------- Application desc early power ------------------------------------------------------------ Owner Contractor ------------------------ ------------------------ DYNAMIC ELECTRIC COMPANY PO BOX 16351 JACKSONVILLE FL 32245 (904) 726-8144 -------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 300 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . 0 Expiration Date . . 7/30/07 ------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 300. 00 300 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 300 . 00 300 .00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANnC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ofA&uz&Beach.Pem*I oto , , To: JEA Electric Order Fulfillment, (Fax No.: 665-7372) Attention: Carol Schwei.zer/Lorie Craven,21 West Church St T-4 (665-6521) Subject: Citgo of Atlantic Beach Permit# --600 Date: Service Address: ��f- .,/5.� za�,Ce— Owner: Owner Phone: Electrician: Electrician Phone: Type of World: New Service r] M Home Subfeed r I Increase Service r] Heat& AC Li Repair Service E_] Other [ Rewire [ ] Other Description: Temp Pole Service Type: [_,Overhead (Repair/Replace) Underground(New Services) Building Use: Residential {JChurch [__]Environmental LJM-Home "Commercial "Other Other Use Description: Service Size: New Service: Amps: 'Molts: Phase: Existing Service:Amps: Volts: Phase: E-mail:cravli c(r�,�ea.com.or sghwc1j .iea.com or resom@Jeaxoni 01/26/2007 16:50 7268117 PAGE 01 EARLY POWER AGRRmmzNT& RELRASL ~ CITY OF ATLANTIC BEACH E10081.c Puw.sr is roquereed nowr tender do cooditiow and twmu of dis rally sxscutaad Affntte w dt Rolww Jab Addma'---�.�••� Permit\n_ 424 G1G .33$c1.'oi, Service Type(Mcte One): 0velited I rr%d&V wnd a'e,the uadpagSiPW GDOIRal Conwactw and Ekctickm w4erawd sad ww: 1 nnb:M+fe fi7t F �Of t o, �70 :%iiietequict Ds• 1�v3 dxeand as such is et t it try at . tae+ i ltusd be�oce,aoaZA 2. 'The City otInUWipaa pnor pppro"4 is r .6w*Powe C0w&iRlg. AD rough mspoatibss�ntut b(►ve pno.A tt�c v� �o�oe�.� 3. Qccc Rt an of thea oo+aa�be for+�i 0,1 tf►uduleat use of the snit• a •�M- � ,��eekd�antdrga"sio *Lnpt o rva2 of a i c wrioe isctttoe. 4. "F.a41. P eP ml p ks& (tJtRia�in d d nater act oocar be oreb. sr carat N atyaer an •final ioepecftn). d � na is erlecEricUl ciuscic lqTempa is s atasb� w amt numbers are roquired for COO). 5.. PKY �i)fl.administisdoo 1Me.any Vallepeadon faro and my os>t imid.'iog rupirmucate sr ust be s4dsfied prior to to axse. 6. phis fatly completed tbris +a b ha submiaW to the Building Department by bud,mail or fax. ?. Fatam swab Agno eee b w4ll not be occepled f"m tbom erlto violate any use or tie Abve bean. CONTRACTORZu�J��L�aw-C PAM NAMF _ J1L LY1. q Im e C 1Isec• MEC Y' WEAN_ -- -- DATE sm Smunote Road.Adwaic bead FL 3ZW P►Unn:�4[Nnj3a:-Ss;2O Ft+t:(A04pA7-St4! :U3eG�ptiyXSpw.ai ,evise�l I�;'.9.t1f► r•rl .�hCrQ•/OT.-Or`�' KAMgAq L#gwLuj0.:11 :V;..C_• ix 5 Ve(' CITY OF ATLANTIC BEACH J BUILDING PERMIT APPLICATION J ~� (New/Residential onune Olt al) S9 F 7 Date: �n Job Address: 1 f i rl`;�c�� /; �1 ch 3 Owner's Name: lb�J� ��'l S Address: �� ,Com' (' 1 r` "� sem, Phone: �1'' ^1� Legal Description: Block Number: Lot Number: 2- ' Zoning District: Contractor: State License Number: "� -, !-? 1 t'" b c° t.t Phone: 2,Q Zl Address: ±--11 .'x_, (�% (C e> L a t"tom e City: � .`1� � � Y � `� � Zip: -Fax: to l+C%• ?int State: Describe proposed use and work to be done:�`++. � { °` 1 °` � 06!(kA_1_\+Gt ' Present use of land or building(s): ) - Valuation of proposed construction: bI V t F 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, addition of 5% or more to the original impervious area or the removal of any trees? ❑NO. Applicant certifies that no change in site grade, impervious area 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. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree /- Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Revised 8/04 Page 2 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application(please print). Name: Ray q�n r` C K C� iYl - 'tom$I Cdr tbmGtS Sl1 C. Mailing Address: q4W—Mal 7h UriMtn Ed 11IA Slit� � i ate- Vflkm G-Ca eh 326$? Telephone: IIQ(o• 9 7 t4-7 Fax: 2L1 Lo- 1210 E-Mail: I hereby certify that I have read and examined this application and attached documentation 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 uponve information being true and correct and that the plans and supporting data have been or shall be provided as required. j Signature of Owner: 1" Date: 75- ('75 ' CD AS TO OWNER: Sworn to and subscribed before me this day of_ _,20� State of Florida,County of Duval .2 FX407) RENEE GAILRUSS Notary's Signature:My CoMmisstoty#DD44saso 'P"' ersonally known Flomsrn �°'" �] Pro uced identification s4e�+ , A._ Type of identification produced SigriatueeofContractor: Date: .AS TO CONTRACTOR: Sworn to and subscribed before me this _day of � ,20 State of Florida,County of Duval Notary's Signature: 81ersonally known F NSBGAIL.ROSS Produced identification h5Y CON,41,14SSIM4#DD448M FxPIRES.July 10,2M Type of identification produced t4om X163 ,• rt&.Now" 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 3 Revised 8/04 CITY OF ATLANTIC BEACH r I� PUBLIC UTILITIES DEPARTMENT 1200 Sander Lane ,- Sandpiper Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 1.t - L!5"9)0 q9 Property Address: 7 b i L af,�) Applicant: b('-D4-(2JQ k1 rA-eS,-- Project: t\J-f L0 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: 414 roe 1r-r/^jz r T 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 Donna Kaluzniak, Public Utilities Director Date �1� Signature Contractor Notified Date MAY 3 0 1806 I s WATER IMPACT FEE WORKSHEET ADDRESS: 7�� Gi:�� 10 /G D RAJ NAG E FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory1 Dishwashin machine,domestic 2 Dunking fountain/lcemaker Y2 Q.S Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 � Kitchen sink, domestic with food waste grinder and/or dishwasher 2 / oZ Laundry tray (1 or 2 compartments) 2 -Lava to Shower com artrnent, domes;fic 2 Sink 2 Urinal 4 a Urinal, 1 a1lon per flush or less ' 2 Wash sink (circular or multiple) each set of faucets 2 FW::a:�ter =flushometer tank, public or priv le 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UMTS= MULTIPLIED X 20 1OTAL S < . A /) CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION . y� (New/Residential none 1) Da -_ _ - qq q. ( �te�: -� n Job Address: -_ l r C-�I l � 1 1 1�n t C �..�ac—h i Owner's Name: I�� - ��! / Address:'"� G` 1 1' ` "� i lC; � lr �fC ,> Phone: l r&I ULI Legal Description: Block Number: Lot Number: �-` Zoning District: Contractor: _ -' 1 l C (.� State License Number: nc fo 1A Address: .A 0'�..� �+ ((1�tsl''l �'�''�ct� 61) Phone: 1,W(,''6 l0 r j � `: � _ City � �Y�� '� State: Zip: )-Fax:,-}��j�' /` -o , Describe proposed use and work to be done:/O��L" Present use of land or building(s): 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, addition of 5% or more to the original impervious area or the removal of any trees? ❑NO. Applicant certifies that no change in site grade, impervious area 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. ES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree t- 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 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Revised 8/04 Page 2 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application(please print). Name: Ray q,Cn �Y1 r` e!�Ct�1r1 - 9r,5tcon .fyl C. Mailing Address:{( !( /ILLA t Gram 32682- Telephone: S�y 1 Fax: 2L4 Ute- 1 IIlri E-Mail: I hereby certify that I have read and examined this application and attached documentation 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 uponve information being true and correct and that the plans and supporting data have been or shall be provided as required. \ Signature of Owner: \ Date: AS TO OWNER: Sworn to and subscribed before me this day of_ ,2001P State of Florida,County of Duval ,Wr&4;� RENEE GAIL RUSS Notary's Signature: My CO NSMISSION#D13448W x.PIRF� 2009 ersonally known t ass R So VY S'S -0— Pro uced identification M Type of identification produced Signature of Contractor:'' Date: _ 7S AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: sonally known yt3E1?Gt`+IL.ptUSS RIPZer roduced identification +� h:Y CObyI9i5SI0N#1)1)448M EXI'Ik1E5;July t0,2oo9 Type of identification produced '? Fforld�idoie�Y��'com 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 3 Revised 8/04 10� Ndl9; •L l• Jar -awll paniaaa CITY OF ATLAN nC BEACH PLAN REVUW SHEET Routed to: S.Makowski Boildins Department Public Work!&Fab&Utilities Departments L Higgins 800 Seminole Road 1200 Sandpiper Lean S, poen Atlantic Beach,Florida 31233 AdaUfic Beach,Florida 32233 (904)247-5800 (904)247.5834 R.Carper nink (904)247,5845 Pax (904)247-5843 Fax D. Pubis Safety y PLAN REVIEW CON MENTS Permit Application# Property Address: 7a/ &9/ P15 4-A V6 Applicant: Project: This permit application has been: Q Approved as noted by the Department. Final application approval most come from the Building Department. oilowing items need attention: C-4kA PO 7 J tli4 rvA., Rongro w L -- oo z ONr- otic y C� �1- ✓6- v POOR- 7tv-fi PEA ,aK- J2. 4-- 20-o DI Poole G, 5Aar J.,A-10 Iry v S f1 6-rs o Sa D0 1f._4 60 G. Please re-snbmit yours Mcation when these items have been completed. Reviewed By: Sfj&� Date: i'/7& Date Contractor Notified: I 'd 988£'0N9b99-Lbz-V06 NOO1S39�S u'Nd9Z: £ 9002 CITY OF ATLANTIC BEACH } s PLAN REVIEW SHEET �r Routed to: S.Makowski Building Department Public Works&Public Utilities Departments L. Higgins 800 Seminole Road 1200 Sandpiper Lane S. Doerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R. Carper (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# Property Address: Applicant: Project: This permit application has been: Approved as noted by the Department. Final application approval must come from the Building Department. Rev>, ollowing items need attention: � 7 0 yIkfi Gw 00I — LwL o z Z 3 .� L 0D/ w ti oV ff 1/r 1Z I tetJ/1/0 0 L ©O 2 1,,/C 3 d- 0"1- Cy'64, L �� 1Lu su;�v(�i,✓r- vol v 5u �ri'D 17 wi�c� !✓G- Zo�© DRO. I V IM N' Vm7*9 5 wG - v/2 -05s G` r✓C� WG DOt72 /eC� Co v /L' S 7' ova D I Please re-submit your application when these items have been completed. Reviewed By: Date: A-70,6 Date Contractor Notified: t HP Offioejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Jul 17 2006 11:28AM Lost Transaction Date Time Type Identification Duration Pages Result Jul 17 11:28AM Fax Sent 92467126 0:29 1 OK flf j 1111111 � ■ ■ BESTCON H O M E S RAYGAIv MICKELSON 4400 Marsh Landing Blvd, Suite 6 Ponte Vedra Beach,Florida 32082 Phone: 904.246.3747 Cell: 904.742.3883 Pax: 904.246.7126 raygan@ bestconhomes.com cx�cozzoss 1 ax Dote: ' ? � 1 -7 To: 1 / From' _ Phone Number _ Phone Number: Fox Number: Zy 7'��5�/� Fax Number. Comments: Ll 5IAtt n(he '411W XW f 041V IM DOUS -rQ lAylutst VItAtclA ij e 4400 Marsh Lansing Btvd Suite 6, Pante Vedro Beach,FL.32082 Phone(904)246-3747 Fox(904)246-7126 I 'd 6986' QN NOOIS39 Wdtil : l 9004 ' ll ' Inf CITY OF ATLANTIC BEACH Cc: &' �' BUILDING/ZONING DEPARTMENT P. Doerr ns u Vr 800 Seminole Road {3(� Atlantic Beach,Florida 32233 .�J jilt (904)247-5800 (904)247-5845 Fax www.coab.us 00, PLAN REVIEW COMMENTS Permit Application # UU 3Obgq Property Address: r b l PDr a&1 '1t f-) L,(,J4 f-2 Applicant: "t�4- D n H-Q W e-2)- Project: W-fW F k , This permit application has been: Approved Reviewed and the following items need attention: leo Z A/&C, Scra 0/-= iW, c- /z GC, fr6r- Poo�S O�i.✓rr- S/�u YDS C�?�G 5 w�.a✓Doy- 1964.- 00 3l0 02 2 o Ss ou-7 C,t, D uMif Y � n,c,�T 6ce7lw vs" oiv ,yiS vs ' U PL c. r, 7 -44,-n 5 G. k„ Ift Please re-submit your app lica ' n when these items have been completed. , fie Reviewed By: Date: r �0 Date Contractor Notified: SI, CITY OF ATLANTIC BEACH f PLAN REVIEW SHEET - Routed to: S.Makowski Building Department Public Works&Public Utilities Departments L. Higgins 800 Seminole Road 1200 Sandpiper Lane S. Doerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R. Carper (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# Property Address: Applicant: Project: This permit application has been: F-1 Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: L� u&d, 5,64, le- 00<� S a v✓� G " fl /5£ �Sfr-i'C —7 l2 . D lD — 4tb i6f Please re-submit your g6plication when these items have been completed. Reviewed By: Date: I/'r 7// I'd- Date Contractor Notified: i,Y��11�ffj. CITY OF ATLANTIC BEACH s} PLAN REVIEW SHEET ted to: S. akN owski Building Department Public Works&Public Utilities Departments iggins 800 Seminole Road 1200 Sandpiper Lane S. Doerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R. Carper (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# ' 5' 09 q (,Z2—, ) Property Address: Applicant: J n4c 0)1 }p rn es- Project: w I l m This permit application has been: El Approved as noted by the Department. Final application approval must come from the Building Department. 0 Reviewed and the following items need attention: (0 rf)n4EOT-7�nk- to 19 wnu bw&* fleli . Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: �akowski' Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane S. Doerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R. Carper (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# Property Address: Applicant: Project: 1 This permit application has been: E:1 Approved as noted by the Department. Final application approval must come from the Building Department. ❑ Reviewed and the following items need attention: b - c N� -S 2 v nsC, ✓ /lC S/f- L eev- �'� 30�• �/3G S �,✓ w Gc� � v� o wA- e v S o�- o � &91' v A ✓ 1i Please re-submit our application when these items have been completed. Reviewed By: Date: 0 Date Contractol tified: CITY OF ATLANTIC BEACH cc: K �', BUILDING / ZONING DEPARTMENT For PLO ins r� 800 Seminole Road Doerr Atlantic Beach,Florida 32233 full 19' (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # up Property Address: ( g I Laic) Applicant: ��+Con Project: N-f W "ff)-E K This permit application has been: ❑ Approved Reviewed and the following items need attention: L o� PA o 2 ccs W/"-00 W-S fl o 2 6�R;146-6- Pe2�f o�i,✓6- S�fv YLS lfrG �' 44- S03 zvol- Ty cstsb rd 66 R�v� Co S/yot. C -` LT vL 1,&L, 130koemS rivot Ir �2G' Ov o✓��tb lr/-� h VC fav V� 1� ,5 - k0A-" - C7 . D _— C Welie i 0- it your a ica� • en se items have been complete . Reviewed By: Z6 �G Date: C ©� Date Contractor Notified: CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (New/Residential onu e al) Date: Job Address: radt SC' a n I I C ch 3 Owner's Name: (►�„ S �'i�1� �C / Address: gLJL/-�V W Q Ir 1 �J , �J �`O( �fi l0 Phone: (9LA) t U(Q` IL Legal Description: Block,Number: Lot Number: '2-(4P Zoning District: Contractor: ibk_ UJ , n k I` 1(_1115 nn,, State License Number: Address: r� �YOO MUrLana nG IVCf �� (O Phone: 2.11 Co-6-7q 7 City: R)cftcUdr cc k-) State: R Zip: &A+ax: *2_4(v 7/--I(p Describe proposed use and work to be done: AAU C f- , C<6)OrAn+C.' ` (clS'1�t (-11 Present use of land or building(s): m4c q 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, addition of 5% or more to the original impervious area or the removal of any trees? ❑NO. Applicant certifies that no change in site grade, impervious area 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 I Permit. ❑NO. Applicant certifies that no trees will be removed for this project. ES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Page 2 Revised 8/04 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 strictures and uses. 3. If required by the Department of Public Works,a pre-constriction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application(please print). Name: RQy�n rn 1` Ck d5S Y1 - 0L,<ACd✓1 1 ? I cs 20C. Mailin g Addre ss: 40D WT 9h 62r-OjVAC, V11 vera 2envh Telephone: 2J& 3'y 1 Fax: ILLI LD, 1II�o E-Mail: I hereby certify that I have read and examined this application and attached documentation 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 riles,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 ve information being true and correct and that the plans and supporting data have been or shall be provided as required. / - Signature of Owner: Date: _775' AS TO OWNER: Sworn to and subscribed before me this ��5_orl day of Cj20 State of Florida,County of Duval ��vr vu R&IAF GAIL RUSS Notary's Signature: Y CCp�n 4116 #D o�ex.Ps� ersonally known 3W01 53 Fina oterys �°"' Pro uced identification Type of identification produced Signature of Contractor: Date: ,kS TO CONTRACTOR: Sworn to and subscribed before me this_ day of 20 State of Florida,County of Duval ];L Notary's Signature: rPu R ENEE BUSS ersonally known #bD448880Produced identification y to,zoo9 Type of identification produced .114 Of F1Serv,ce.c0m(11 39&01@ma 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904) 247-5845 • http://www.ei.atiantic-beach.fl.us Page 3 Revised 8/04 Deborah W.'Fayior,Attorney-at-"w,ra- 3945 St.Johns Avenue Jacksonville,Florida 32205 Doc 0 2006186279,OR BK 13292 Page 1953, Number Pages:2 Filed 8,Recorded 05630/2006 at 09:47 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORD AND RETURN TO: RECORDING$18.50 Deborah W.Taylor,Attorney-at-Law,P.A. 3945 St.Johns Avenue Jacksonville,Florida 32205 - -V V" NOTICE OF COMMENCEMENT PERMrrNO. TAX FOLIO NO.172376-0175 The undersigned hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13,Florida Statutes,the following information is provided in this Notice of Commencement. This Notice shall be void and of no force and effect if construction is not commenced within ninety(90) days after recordation. 1. Description of the property: -Sl ?apt. Al Tv-LAvit I -&i lantic, se 4c 3�,vs,3 t or?J. 2. General description of the improvement:Single Family Residence and other improvements 3. The owner:BESTCON,Inc. Address:4400 Marsh Landing Blvd.,#6,POnte Vedra Beach,FL 32082 Phone: Fax Owner's interest in site of the improvement:Fee Simple 4. Fee Simple Title Holder(if other than Owner): Name: BESTCON,Inc. Address:4400 Marsh Landing Blvd#6,Ponte Vedra Beach,FL 32082 5. Contractor:BESTCON,Inc Address:4400 Marsh Landing Blvd,#6,Ponte Vedra Beach,FL 32082 Phone: Fax 6. Suretyif any): A dress: Phone: Fax: Amount of Bond:$0.00 A copy of the payment bond(if any)is attached hereto as Exhibit"A". 7. Lender:Wachovia Bank,N.A. Address:, Phone: Fam 8. Name and address of person within the State of Florida designated by the owner as person upon whom notices or other documents may be served as provided by Florida Statute Section 713.13(1)(a)(7): Name:Wachovia Bank,N.A. Address: , Phone: Fax: 9. The owner has designated the following person,in addition to himself,to receive a copy of the lienor's notice as provided in Section 713.13(1)(b)of the Florida Statutes. Name: Address: Phone:Far. 10. Expiration date of Notice of Commencement: (the expiration date is one(1)year from the date of recording unless a different date is specified): , The recording of this Notice of Commencement does not constitute a cloud or encumbrance on the described real property,but gives constructive notice that claims of lien may be filed der apter 713 of the Florida Statutes. B ON nc. P iso President MAP SHOWING PLOT PLAN OF AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. NOTE: THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD ZONE"X" AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL N0. 120075-0001 D, DATED 4-17-89. ELEVATIONS SHOWN THUS: ( ) REFER TO THE NATIONAL GEODETIC VERTICAL DATUM LEGEND: LEGEND: PC POINT OF CURVATURE PT POINT OF TANGENCY OAK HACKBERRY F.F. ELEV. FINISHED FLOOR ELEVATION �y�,, BRL BUILDING RESTRICTION LINE Lam, TWIN OAK or SWEET GUM Q LJ LIVE OAK UN le w PINE PLA TIED P ART OF SECTION A. PALM MAGNOLIA TOWNSHIP 2 SOUTH, RANGE 29 EAST TALLOW MYRTLE CAMPHOR S77-0,6 s�2 TWIN MYRTLECHERRY LAUR N89.36 50 E TRIPLE MYRTLE 21. ' • V'" SHAPED �$8� 25 28.46 INTERCEPTOR SWALE LOT 26 14 — (14") LOT AREA 6,278 SQUARE FEET STEPS IMPERVIOUS AREA (6..) 2,911 SQUARE FEET 3•. 16.01 15'BRL I 4..) ° ro CORED (8 EROSION/SEDIMENT A PA T/ CONTROL SILT FENCE O s.0 1,5.7' [TYPICAL] (8„) o s.e' 0 � 8 0. 6•• � �F ARgGE LEF b � • LOT 27 ELEV=(7pT N W 2) ,(V s.o' 3 5 LOT 2 6 1 9.5' �► o N ml 8.0' 3"), O V... (6,.) 1(3' LOT 25 \ J q C o EN RRyD u �► STEps O L 21.g• DRIVE (4) 20' BRL 2,,g 40, J ( (5•,) PC (5') (3..) (6 )(5”) (7,. 2 3" 2 8••) (3,.) (3„) (4„ °� 130.00” 3 09. „ PI 9.36,5 PT 40.30 [VARAIABLE WIDTH RIGHT OF WAY] C�LAHSUN & ASSUUiA I t5 rraut 07/11/2006 14:02 9043962633 MAP SHOWING PLOT PLAN OF LOT 26 AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: BEARING SHOWN C)N RIGHT--OF—WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. NOTE: THE PROPERTY SURVEYED HEREON APPEARS TO UE WITHIN FLOOD ZONE'X' AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075-0001 D, DATED 4-17-89. ELEVATIONS SHOWN THUS; ( ) REFER TO THE NATIONAL GEODE71C VERTICAL DATUM LEGEND: LEGEND: Pc JPCWT OF CLARVATURE PT POINT OF TANGENCY OAK HArXRERRY FR ELEV. FMSIt31 FLOOR CATION 2' TM9N OAK rASUL BRL BUM.DWNC WSTRIC TION LINE SWE4T GUM LIVE OAK vw PINE UNPLA TTED PART OF- MAGNOLIA TOWNSHIP 2 SOU-rH, GCTION 1g TALLOW PALM RANGE 29 EAST MYRTLE •CAMPHOR S`� TWIN MYRTLE / b CHERRY LAU ov,�� 12 1� j� M�O�C TRIPLE MYRTLE .27. A N8 9�36 G � SHAPED �5 S$ 28.46 INTERCEPTOR SWALE LOT 26 LQT AREA (14^) 6,278 SQUARE FEET S,%°s IMEF.E VIOUS AREA (6') 2.911 SQUARE FEET If 4') • ro EROSION/SEDIMENT O PAAo 6'J CONTROL SILT FENCE [TYPICAL] O _ 4 vft� h cq ¢ O LOT 27 e•�s FF �CEv�EFr I IV X10.2) GI s 0, sLOT 26 • h• • rn (6') �(3 LOT 25 z � 9. DRI'VWAY 8"J� (4.) (4') a fs (5') (?' 3- 2 (67 f3') a °0 130.00' jo3.09' , Pi Sg9'36'SCrL"-l�lL. ------- -- PT t 40.30, FIM F� ROTO NXI -- � \4 K 4 W=NNT [VARAIABLE WIDTH RIGHT OF WAY] x°016 �w3'Nf I WIQE 07/11/2006 14:02 9043962633 C;LAkSUN & A55U(.;1 A I t5 MAP SHOWNG PLOT PLAN OF LOT 26 AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE. GEARING SHOWN ON RIGmr--OF—WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. NOTE. THE PROPERTY SURVEYED HEREON APPEARS TO UE WITHIN FLOOD ZONE'X' AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075-0001 D. DATED 4-17-89. ELEVATIONS SHOWN THUS; ( ) REFER TO THE NAT10NaL GEODETIC VERTICAL DATUM LEGEND: LEGEND: Pc POWT OF oeRVATURE PT POWT OF TANGENCY OAK HACXRORRY F-F, ELEV. FMUS CO FLOOR Q"ATION 2° 'rnW OAK ORL f&ADWG RE MJC TION L NE SHEET GUM °L UVE OAK PINE UNPLATTEp PART MAGNOLIA TO WNSI QIP 2 SOUTH, OF SECTION g, TALLOW PALM RANGE 29 EAST MYRTLE •CAMPHOR TW►N MYRTLE 1 " TRIPLE MYRTLE CHERRY LAU� -21.��, N89"36"50*E .� SHAPED S$ 28.46! INTERCEPTOR SWALE LOT 26 _ _ LQT AREA (74) 6,278 SQUARE FEET Somas IMPERVIOUS AREA (6) 2,911 SQUARE FEET 1 .0 • �° � Eb EROSION/SEDIMENT O PAnO G. CONTROL SILT FENCE O 5p" fa_) '� I'' [TYPICAL,] VZZ O se g' _ LOT 27 cs FFA Ev �/EFr IV .z`1pZl LOT 26 9i5' w o LOT 25 NFN7R O IF � OR/SWAY — ^—ZO;BRI '%0 o 278.40- 2s') `1�; (6.) f3') a. 130.00' Oe 17� , �4 PI g-36 95C�L"IAL. .----- - - PT 40.30� — -.... == MIM F,W STAPLO TO \4 x I Moon POT ax— [VARAIABLE WIDTH RIGHT OF WAY] 7L_' ow,oE �1 MAP SHOWING PLOT PLAN OF LOT 26 AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. NOTE: THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD ZONE"X" AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO, 120075-0001 D, DATED 4-17-89. ELEVATIONS SHOWN THUS: ( ) REFER TO THE NATIONAL GEODETIC VERTICAL DATUM LEGEND: LEGEND: PC POINT OF CURVATURE A� PT POINT OF TANGENCY OAK HACKBERRY F.F. ELEV. FINISHED FLOOR ELEVATION 1 L, TWIN OAK ��•�•3f BRL BUILDING RESTRICTION LINE r.rSWEET GUM LIVE OAK or Ah PINE UNPLATTED PART OF SECTION 18, MAGNOLIA PALM TOWNSHIP 2 SOUTH, RANGE 29 EAST TALLOW sed MYRTLE CAMPHOR s77SO8,# jl TWIN MYRTLE CHERRY LAUR N89'36 50 E V" SHAPED TRIPLE MYRTLE 6$ 21.2S' 28.46' INTERCEPTOR SWALE C � LOT 26 — LOT AREA (14) 6,278 SQUARE FEET s7tps IMPERVIOUS AREA (6 ) 2,911 SQUARE FEET 3" 16 BRL I 4") —°, 15_ COVER (a" EROSION/SEDIMENT PATO° B CONTROL SILT FENCE O $01 15.7' [TYPICAL] (a..) i 0 9.g p Ia O 6" a CA R4 LEFT o N LOT 27 EV.(= 2) N GI Ws.°' 35 LOT 26 ' sls' I o 3"), O Oj a.0• nl c� ml I^� 9.8' (6") I(3' LOT 25 A C o "/vr NR n im o it N N steps I O L O 21.91 °RiuSWAY gyp.— _ J 0 (4 ) —„ 20' BRL 8„,b (4,.) (5. (5") (7,. 3 ( ) 2 2 (6,.) (3„) 9� 130.00' i PI 9'36'5 ” PT .090 40.30 [VARAIABLE WIDTH RIGHT OF WAY]