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08-8261
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 8261 BUILDING PERMIT Permit Number: , 821 Address: 6512 GALL BLVD Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-001A-00000-0010 Improv. Cost: 71,884.64 _ Date Issued: 10/16/2008 Name: RADIANT GROUP LLC Total Fees: 10,934.83 Address: 6512 GALL BLVD Amount Paid: 10,934.83 ZEPHYRHILLS, FL. 33542 Date Paid: 10/16/2008 Phone: (813)247-4731 Work Desc: ADDITION TO EXISTING BUILDING DUNKIN DONUTS DRIVE THRU Ei S9 ,`i Ea ° ,`n+e e' CAPCO CONSTRUCTION SERVICES INC BUILDING FEE 375.36 ELECTRICAL FEE 82.80 ROWLAND ELECTRIC CO.,INC. PLUMBING FEE 55.20 M HANICAL FEE 38.64 THE FRIENDLY PLUMBER RADON 6.64 A ETER RES HUNTER VENTILATION&A/C INC FIRE PLAN REVIEW FEES 25.38 CE IMPACT FE GUY'S DIVERSIFIED INC FIRE IMPACT FEE 1,162.00 PUBLIC SAFETY 5% 112.22 TRAFFIC IMPACT FEES 99%COM 7,696.53 TRAFFIC IMPACT FEE 1% 77.74 /' b2lcL si � 2 C5 t FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c) when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site f) plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." CONTRACTOR SIGNAT E PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 6512 GALL BLVD-DUNKIN DONUTS DRIVE THRU -prmt#8261 CAPCO CONSTRUCTION SVC SQ. FEET PRICE MAIN OR LIVING: 664 $ 108.26 OTHER AREA UNDER ROOF: - $ 91.00 OTHER: - $ - VALUATION $ 71,884.64 FEE SHEET $ 368.00 ADDRESS DRIVEWAY BUILDING: $ 375.36 ELECTRICAL: $ 82.80 PLUMBING: $ 55.20 MECHANICAL: $ 38.64 SUB-TOTAL $ 552.00 RADON: $ 6.64 TOTAL $ 558.64 SEWER: N/A WATER: N/A IRRIGATION: $ - N/A TOTAL: $ WATER METER: $ M220.001-3/4' �4 YIRRIGATION METER $ FIRE DEPARTMENT FEES PLANS TOTAL: $ 25.38 INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ 25.38 PUBLIC SAFETY IMPACT FEES POLICE $ 1,082.32 FIRE $ 1,162.00 5% $ 112.22 TOTAL: $ 2,356.54 SUB-TOTAL $ 3,160.56 PARK IMPACT FEES $ - N/A SIPS: $ - N/A 100.0% $ - 1.0% $ - TOTAL: $ - T I F'S : $ 7,774.27 99% $ 7,696.53 1% $ 77.74 TOTAL: $ 10,934.83 SQ. FEET PRICE MAIN OR LIVING 664 $108.26 OTHER AREA UNDER ROOF - $94.00 OTHER - $-,)VALUATIO $71,884.64 FEE SHE $368.00 ADDRES DRIVEWA BUILDING $375.3 EL TRICAL $82. PLU ING $520 MECHANI L $18.64 SUB-TOTA 52.00 RADON $6.64 TOTA $558.64 SEWER $- WATER $- IRRIGATION \$- TOTA WATER MET R: $220.00 IRRIGATION MfrERj $- FIRE DEPAR MENT FEES PLAN OTAL INSPECTIOF1TOTAL PERMft TOTA TOTAL: $- PUBLIC FETY IMPACT FEES POLICE $1,082.32 FIRE $1,162.00 5% $112.22 TOTAL: $2,356.54 UB-TOTAL $3,135.18 ARK IMPACT FEES $- SIF'S $- 100.0°/ TOTAL: TI F'S: $10,346.50 SCr T r 99°/ $10,243.04 l� 1°! $103.47 'L\'I "' TOTAL: $13.481.68 r . City of Zephyrhills Water and Sewer Impact Fee Calculation Land Use Type: Retail No. of Square Feet 384 Impact Fees Within City Limits Outside City Limits Water Distribution System $44.31 $55.38 Wastewater Collection System $89.05 $111.32 Wastewater Treatment Plant Capacity $49.88 $62.35 TOTAL $183.24 $229.05 60SZ-ZPSEEY0IHOl Sl1IHHAHd3Z 3dYni rq. tl0l,M.Itl A 31q .Lw wuawe.. 0Al9 TWO ZL99 a+w tl w (I) ww we, '""°°°°'""�"""" ,�, 133HS 2l3nOJ oszs•sossE p!bid'edwel ,,,,,,,, hauls 4161 WON ZOEL OUP `s03!M0S 33V °' 9 ll'dnw 1Uelpe wum.c..o H S Z Q w U W W a f C N a Z $ Q 8 0 Iiia a -O �' O U LULL uQi o1( Q LL Wz Wza x N Z J0 0OU a �; C9 �Y C7 ,t J Z Z W ao 9 �a ?a 5 L 0 UO (bm W tJ wCOJ J N F J I-I- Z ., wC� � � F ___ Z J Z 1 p0 O Q co O Q U- 0� N Z MIlIllIllIllIllIlIHHHkIkL Q N J �fi N z Z Z HI IFfHFI II O w d a = U O LL Z N ° Z Florida Energy Efficiency Code For Building Construction Florida Department of Community Affairs EnergyGauge FLA/COM 2004 v3.00 -- Form 400A-2004 Method A: Whole Building Performance Method for Commercial Buildings Effective December 8,2006 PROJECT SUMMARY Short Desc: 08-542 Description: DUNKIN DONUTS Owner: RADIANT GROUP LLC Addressl: 6512 GALL BOULEVARD City: ZEPHYRHILLS Address2: State: FL Zip: 33542 Type: Dining:Cafeteria/Fast Food Class: Addition to existing Building Jurisdiction: ZEPHYRHILLS,PASCO COUNTY,FL(611600) Cond Area: 656 SF Cond&UnCond Area: 656 SF No of Storeys: 1 Area entered from Plans 0 SF Permit No: 0 Max Tonnage 5.3 If different,write in: 8/1/2008 EnergyGauge FLA/COM 2004 v3.00 Compliance Summary Component Design Criteria Result Gross Energy Use 2,048.5 2,201.6 PASSES LIGHTING CONTROLS PASSES EXTERNAL LIGHTING None Entered HVAC SYSTEM PASSES PLANT None Entered WATER HEATING SYSTEMS None Entered PIPING SYSTEMS None Entered Met all required compliance from Check List? Yes/No/NA IMPORTANT NOTE:An input report of this design building must be submitted along with this Compliance Report. 8/1/2008 EnergyGauge FLA/COM 2004 v3.00 2 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in corn ha a w'h e Florida Energy Code Prepared By: Building Official: Q^ I Date: Date: D'dt t I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify(*)that the system design is in compliance with the FLorida Energy Efficiency Code j /(�\ I� jl�U �� Reg No: l✓tom Electrical Designer: Reg No: Lighting Designer: Reg No: Mechanical Designer: RON FAIR Reg No: Plumbing Designer: Reg No: (") Signature is required where Florida Law requires design to be performed by registered design professionals.Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. 8/1/2008 EnergyGauge FLA/COM 2004 v3.00 3 Project:08-542 Title:DUNKIN DONUTS Type:Dining:Cafeteria/Fast Food (WEA File:Tampa.tmy) Whole Building Compliance Design Reference Total 93.42 100.00 $2,049 $2,202 ELECTRICITY(MBtulk 93.42 100.00 Wh/$) 41978 44931 $2,049 $2,202 AREA LIGHTS 4.63 5.35 2067 2411 $101 $118 MISC EQUIPMT 4.30 4.30 1922 1922 $94 $94 PUMPS&MISC 0.07 0.13 39 52 $2 $3 SPACE COOL 22.03 19.82 9912 8901 $484 $436 SPACE HEAT 0.26 8 111 $0 $5 VENT FANS 62.39 70.14 28030 31534 $1,368 $1,545 Credits & Penalties(if any): Modified Points: =93.42 I PASSES 8/1/2008 EnergyGauge FLA/COM 2004 v3.00 4 External Lighting Compliance Description Category Allowance Area or Length ELPA CLP (W/Unit) or No.of Units (W) (W) (Sqft or ft) None Project:08-542 Title: DUNKIN DONUTS Type: Dining:Cafeteria/Fast Food (WEA File:Tampa.tmy) Lighting Controls Compliance Acronym Ashrae Description Area No.of Design Min Compli- ID (sq.ft) Tasks CP CP ance RTU-1 7 Food Service-Kitchen 324 1 1 1 PASSES Pr0Zo2Sp1 7 Food Service-Kitchen 332 1 1 1 PASSES PASSES 8/1/2008 EnergyGauge FLA/COM 2004 v3.00 5 Project:08-542 Title:DUNKIN DONUTS Type:Dining:Cafeteria/Fast Food (WEA File:Tampa.tmy) System Report Compliance RTU-1 KITCHEN Constant Volume Packaged No.of Units System 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled<65000 Btu/h 13.00 13.00 8.00 PASSES Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler(Supply)- 0.80 0.90 PASSES System-Supply Constant Volume RTU-2 FRONT AREA Constant Volume Packaged No.of Units System 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled<65000 Btu/h 13.00 13.00 8.00 PASSES Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler(Supply)- 0.80 0.90 PASSES System-Supply Constant Volume PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance INone 8/1/2008 EnergyGauge FLA/COM 2004 v3.00 6 Water Heater Compliance DescriptionType Category Design Min Design Max Comp Eff Eff Loss Loss liance None Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu-in/hr Thick[in] Thick[in] [F] .SF.F] None Project:08-542 Title: DUNKIN DONUTS Type:Dining:Cafeteria/Fast Food (WEA File:Tampa.tmy) Other Required Compliance Category Section Requirement(write N/A in box if not applicable) Check Infiltration 406.1 Infiltration Criteria have been met System 407.1 HVAC Load sizing has been performed Ventilation 409.1 Ventilation criteria have been met ADS 410.1 Duct sizing and Design have been performed T&B 410.1 Testing and Balancing will be performed IJ Motors 414.1 Motor efficiency criteria have been met Lighting 415.1 Lighting criteria have been met O&M 102.1 Operation/maintenance manual will be provided to owner Roof/Ceil 404.1 R-19 for Roof Deck with supply plenums beneath it Report 101 Input Report Print-Out from EnergyGauge FlaCom attached? 8/1/2008 EnergyGauge FLA/COM 2004 v3.00 7 EnergyGauge FLA/COM 2004 v3.00 INPUT DATA REPORT Project Information Project Name: 08-542 Orientation: North Project Title: DUNKIN DONUTS Building Type: Dining:Cafeteria/Fast Food Address: 6512 GALL BOULEVARD Building Classification: Addition to existing Building State: FL No.of Storeys: I Zip: 33542 GrossArea: 656 SF Owner: RADIANT GROUP LLC Zones No Acronym Description Type Area Multiplier Total Area [sll [sll I RTU-I KITCHEN CONDITIONED 324.0 1 324.0 ❑ 2 RTU-2 FRONT AREA CONDITIONED 332.0 1 332.0 ❑ 8/1/2008 EnergyGauge FLA/COM 2004 v3.00 1 Spaces No Acronym Description Type Depth Width Height Multi Total Area Total Volume [ftl Ift] Ift] piler IsIl [cl] In Zone: RTU-1 1 RTU-1 KITCHEN Food Service-Kitchen 27.00 12.00 15.00 1 324.0 4860.0 ❑ In Zone: RTU-2 1 PrOZo2Sp1 ZoOSpI Food Service-Kitchen 20.00 16.60 15.00 1 332.0 4980.0 Lighting No Type Category No.of Watts per Power Control Type No.of Luminaires Luminaire [WI Ctrl pts In Zone: RTU-1 In Space: RTU-1 1 Compact Fluorescent General Lighting 4 75 300 Manual On/Off 1 ❑ In Zone: RTU-2 In Space: PrOZo2Sp1 1 Compact Fluorescent General Lighting 5 75 375 Manual On/Off 1 ❑ Walls No Description Type Width H(Effec)Multi Area DirectionConductance Heat Dens. R-Value [ft] Ift] plier [sf] [Btu/hr.sf.F] Capacity [lb/cfl Ih.sf.FBtuI [Btu/sf.F] In Zone: RTU-1 I PrOZo I Wa2 8"CMU/3/4"ISO 12.00 15.00 1 180.0 South 0.2642 9.696 62.72 3.8 ❑ BTWN24"oc/5/8 Gyp 2 PrOZoiWal 8"CMU/3/4"ISO 12.00 15.00 1 180.0 North 0.2642 9.696 62.72 3.8 ❑ BTWN24"oc/5/8 Gyp 8/1/2008 EnergyGauge FLA/COM 2004 v3.00 2 3 PrOZo I Wa3 8"CMU/3/4"ISO 8.00 3.50 1 28.0 West 0.2642 9.696 62.72 3.8 BTWN24"oc/5/8 Gyp In Zone: RTU-2 1 Pr0Zo2Wal 8"CMU/3/4"ISO 11.80 15.00 1 177.0 South 0.2642 9.696 62.72 3.8 O BTWN24"oc/5/8 Gyp 2 Pr0Zo2Wa2 8"CMU/3/4"ISO 11.00 15.00 1 165.0 SouthEast 0.2642 9.696 62.72 3.8 ❑ BTWN24"oc/5/8 Gyp Windows No Description Type Shaded U SHGC Vls.Tra W H(Effec) Multi Total Area [Btu/hr sf Fl [ft] [ft] plier [sf] In Zone: In Wall: Doors No Description Type Shaded?Width H(Effec) Multi Area Cond. Dens. Heat Cap. R-Value [ftl [ftl plier [sf] [Btu/hr.sf.Fl[Ib/cf] [Btu/sf.Fl [h.sf.FBtul In Zone: In Wall: Roofs No Description Type Width H(Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value IN [ft] plier [sf] [deg] [Btu/hr.Sf.Fl [Btu/sf.Fl pb/cfl [h.sf.FBtul In Zone: RTU-1 1 PrOZoIRfl T24W11a 12.00 27.00 1 324.0 0.00 0.0855 0.66 9.37 11.7 ❑ 8/1/2008 EnergyGauge FLA/COM 2004 v3.00 3 Skylights No Description Type U SHGC Vis.Trans W H(Effec)Multiplier Area Total Area [Btu/hr sf F] IN IN ]Sf] [Sf] In Zone: In Roof: Floors No Description Type Width H(Effec) Multi Area Cond. Heat Cap. Dens. R-Value [ft] [ft] piier (sf] [Btu/hr.if.F][Btu/sf.F] (Ib/cf] ]h.sLF/Btu] In Zone: RTU-1 1 Pr0Zo1F11 1 ft.soil,concrete 12.00 27.00 1 324.0 0.1745 54.00 108.00 5.73 ❑ floor,carpet and rubber pad Systems RTU-1 KITCHEN Constant Volume Packaged System No.Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System(Air Cooled<65000 Btu/h Cooling 63800.00 13.00 8.00 O Capacity) 2 Heating System(Electric Furnace) 46700.00 1.00 ❑ 3 Air Handling System-Supply(Air Handler(Supply)- 2000.00 0.80 ❑ Constant Volume) 8/1/2008 EnergyGauge FLA/COM 2004 v3.00 4 RTU-2 FRONT AREA Constant Volume Packaged System No.Of Units 1 Component Category Capacity Efficiency IPLV I Cooling System(Air Cooled<65000 Btu/h Cooling 63800.00 13.00 8.00 ❑ Capacity) 2 Heating System(Electric Furnace) 46700.00 1.00 0 3 Air Handling System-Supply(Air Handler(Supply)- 2000.00 0.80 0 Constant Volume) Plant Equipment Category Size Inst.No Eff. IPLV Water Heaters E::jW-Heate,,Descripdon Capacit3Cap.Unit 1/P Rt. Efficiency Loss Ext-Lighting Description Category No.of Watts per Area/Len/No,of units Control Type Wattage Luminaires Luminaire (sf/ft/No] IWI Piping No Type Operating Insulation Nomonal pipe Insulation Is Runout? Temperature Conductivity Diameter Thickness IFI I Btu-in/h.sfFJ Iln] Iin1 8/1/2008 EnergyGauge FLA/COM 2004 v3.00 5 Fenestration Used Name Glass Type No.of Condlass uctance SHGC VLT Panes [Btu/h.sLF] Materials Used Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHeat Used [h.sf.FBtul [ftl [Btu/h.ft.F] lib/cfl [Btu/Ib.F] 187 Matl187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 ❑ BOARD,1/21N 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 ❑ 265 Mat1265 Soil,1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 ❑ 48 Mat148 6 in.Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 ❑ 105 Mat1105 CONC BLK HW,81N, No 1.1002 0.6667 0.6060 69.00 0.2000 ❑ HOLLOW 269 Mat1269 .75"ISO BTWN24"oc No 2.2321 0.0625 0.0280 4.19 0.3000 ❑ 420 Mat1420 0.875 in.Stucco No 0.1822 0.0729 0.4000 16.00 0.2000 ❑ 91 Mat19l BUILDING PAPER, Yes 0.0600 ❑ PERMEABLE FELT 404 Mat1404 R-11 Generic Insulation No 11.0000 0.2401 0.0218 0.30 0.2000 ❑ Constructs Used No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] ]Btu/sfF] lib/cfl [h.sf.FBtu] 1014 8"CMU/3/4"ISO BTWN24"oc/5/8 Gyp No No 0.26 9.70 62.72 3.8 ❑ 8/1/2008 EnergyGauge FLA/COM 2004 v3.00 6 Layer Material Material Thickness Framing No. [ft] Factor 1 105 CONC BLK HW,SIN,HOLLOW 0.6667 0.000 ❑ 2 269 .75"ISO BTWN24"oc 0.0625 0.000 0 3 187 GYP OR PLAS BOARD,1/2IN 0.0417 0.000 0 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/haLF] [Btu/sfF] [lb/cf] [h.sf.FBtu] 1048 T24Wila No No 0.09 0.66 9.37 11.7 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 420 0.875 in.Stucco 0.0729 0.000 ❑ 2 91 BUILDING PAPER,PERMEABLE FELT 0.000 ❑ 3 404 R-1 I Generic Insulation 0.2401 0.000 ❑ 4 187 GYP OR PLAS BOARD,1/21N 0.0417 0.000 0 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] ]lb/ct] [h.sf.FBtu] 1057 1 ft.soil,concrete floor,carpet and rubber pad No No 0.17 54.00 108.00 5.7 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 265 Soil,1 ft 2.0000 0.000 ❑ 2 48 6 in.Heavyweight concrete 0.5000 0.000 ❑ 3 178 CARPET W/RUBBER PAD 0.000 ❑ 8/1/2008 EnergyGauge FLA/COM 2004 v3.00 7 SIM200702 • Used for Flgrida State Wide Product Approval# FL9601 SIMPSON STRONG-TIE COMPANY, INC Products on this Report which are approved• Product Florida# Product Florida# Product Florida# Product Florida# Product Florida# CMST12 9601.1 LCB44 9601.9 MSTI48 9601.16 S/H2 9601.22 S/LS70 9601.32 CMST14 9601.1 LCB46 9601.9 MSTI60 9601.16 S/H2.5 9601.22 S/LTT20 9601.29 CMSTC16 9601.2 LCB66 9601.9 MSTI72 9601.16 S/H3 9601.22 S/MST27 9601.33 CS14 9601.3 LSTA12 9601.10 MTS12 9601.17 S/HD10B 9601.24 S/MST37 9601.33 CS16 9601.3 LSTA15 9601.10 MTS16 9601.17 S/HD10S 9601.25 S/MST48 9601.33 CS18 9601.3 LSTA18 9601.10 MTS18 9601.17 S/HD15B 9601.24 S/MST60 9601.33 CS20 9601.3 LSTA21 9601.10 MTS20 9601.17 S/HD15S 9601.25 S/MST72 9601.33 CS22 9601.3 LSTA24 9601.10 MTS24C 9601.17 S/HD8B 9601.24 S/PAHD42 9601.34 DSP 9601.36 LSTA30 9601.10 MTS30 9601.17 S/HD8S 9601.25 SP4 9601.35 DTC 9601.28 LSTA36 9601.10 MTS30C 9601.17 S/HDU11 9601.26 SP6 9601.35 FHAl2 9601.4 LSTA9 9601.10 MTSM16 9601.18 S/HDU4 9601.26 SSP 9601.36 FHA18 9601.4 LST149 9601.11 MTSM20 9601.18 S/HDU6 9601.26 ST12 9601.37 FHA24 9601.4 LSTI73 9601.11 PA18 9601.19 S/HDU9 9601.26 ST18 9601.37 FHA30 9601.4 LTP5 9601.12 pA23 9601.19 S/HGAM10KT 9601.27 ST2115 9601.37 FHA6 9601.4 LTS12 9601.13 PA28 9601.19 S/HJCT 9601.30 ST2122 9601.37 FHA9 9601.4 LTS16 9601.13 PA35 9601.19 S/HPAHD22 9601.34 ST22 9601.37 HPA28 9601.5 LTS18 9601.13 S/B1.56 9601.20 S/HTC4 9601.28 ST2215 9601.37 HPA35 9601.5 LTS20 9601.13 S/B1.81 9601.20 S/HTT14 9601.29 ST292 9601.37 HPAHD22-2P 9601.34 MSTA12 9601.14 S/B2.06 9601.20 S/JCT 9601.30 ST6215 9601.37 HRS12 9601.6 MSTA15 9601.14 S/B2.37 9601.20 S/LBV1.56 9601.31 ST6224 9601.37 HRS6 9601.6 MSTA18 9601.14 S/B2.56 9601.20 S/LBV1.81 9601.31 ST9 9601.37 HRS8 9601.6 MSTA21 9601.14 S/B2.68 9601.20 S/LBV2.06 9601.31 STC 9601.28 HTS16 9601.7 MSTA24 9601.14 S/B3.12 9601.20 S/LBV2.37 9601.31 STHD10 9601.38 HTS20 9601.7 MSTA30 9601.14 S/B3.56 9601.20 S/LBV2.56 9601.31 STHD10RJ 9601.38 HTS24 9601.7 MSTA36 9601.14 S/B3.62 9601.20 S/LBV2.68 9601.31 STHD14 9601.38 HTS28 9601.7 MSTA9 9601.14 S/B4.06 9601.20 S/LBV3.12 9601.31 STHD14RJ 9601.38 HTS30 9601.7 MSTC28 9601.15 S/B4.12 9601.20 S/LBV3.56 9601.31 STHD8 9601.38 HTS30C 9601.7 MSTC40 9601.15 S/B4.28 9601.20 S/LBV3.62 9601.31 STHD8RJ 9601.38 HTSM16 9601.18 MSTC52 9601.15 S/B4.75 9601.20 S/LBV4.06 9601.31 TJC37 9601.39 HTSM20 9601.18 MSTC66 9601.15 S/DSC4L 9601.21 S/LBV4.12 9601.31 TSP 9601.36 L30 9601.8 MSTC78 9601.15 S/DSC4R 9601.21 S/LBV4.28 9601.31 L50 9601.8 MSTI26 9601.16 S/H1 9601.22 S/LBV4.75 9601.31 L70 9601.8 MSTI36 9601.16 S/H1A 9601.23 S/LS50 9601.32 HaridiePlank"m Lap Siding JamesHardie North INSTALLATION REQUIREMENTS-'PRIMED&COLORPLUS® PRODUCTS EFFECTIVE AUGUST 2007 SELECT CEDARMILL©-SMOOTH•COLONIAL SMOOTHS-COLONIAL ROUGHSAWN®-BEADED CEDARMILL® BEADED SMOOTH-STRAIGHT-EDGE SHINGLE PLANK IMPORTANT:FAILURE TO INSTALLAND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES,AND VOID THE PRODUCT ONLY WARRANTY. STORAGE&HANDLING: © CUTTING INSTRUCTIONS Store flat and keep dry and OUTDOORS rrloOORs covered prior to installation t.Posiw la kssiafonso*I unitwiti ndustawayramuser iatarusrgsesadsrepashs(na ial electisorpnunatc) Installing siding wet or sattaated 2. awe dgie9 2 Pwfion stefon in weFaarlaMea area may result in shrinkage at butt aees� isco�eanas�wp tints.Carry planks on edge. iSAeas(wumuai.ebcticarp wwalic) -t1EVHtuseapowersawndons Protect edges and comers from aeaeer. i0usttedwaigdlaMwssareq�appedwYla -1 6tuseaacvmrsawi�dewcdeasoaae�rneltadieOWdesaAraederademait break dames Hardie is not ns sb cot Har3eb4de�sawbadeand veo 8adrection -1tEV6tdrysweep-Usevatsupp onorMEPll+acwn responsible . oo p may, N'�°t'°esarrltlede damage , Caused by .; dote Formndmuu�piolecianpuwe�respi+bledustpbdudont leatastta�fewmanwndsalwelrsusiig'8aet=lerBlwtinyateaiodswAereba*e. improper I `'" tNOsflappiaed�spirabrscanieusedooa�nGionrr a0oeeaiggpnx�aesbrarMrer�educedustegiosues.AdabWasposueii____ araiaile storaoe the d*o na ,iobve pray y woaldW always oo a„afied e l or mud ka lt` .ae rand r aewio►. « �9 tom' soauw, GENERAL REQUIREMENTS • Hardieplankl'a lap siding can be installed over braced wood or steel studs spaced a maximtm of 24'o.c.or directly to minimum 7116'thick OSB sheathing*.Irregularity in framing and sheathing can mirror through the finished application. ' Hardieplank lap siding can also be instaled overbam insulationlsheathi ng up to?thick.When using foam iisutatiorshealhing,avoid over-drmng nails(fasteners).which can result in dimpling of the siding due to the oompresslble nature of the foam insulationlsheathag. Extra caution is necessary if power-driven nails(fasteners)are used for attaching siding over foam insutaIitxsheathing. • A water-resistive barrier is required in accordance with local budding code requremeNs. The water-resistIve brier must be appropriately instaled with penetration and junction flashings in accordance with local building coderequiremer(ts.James Hardie w assume no responslbMy for water infiltration. • Instal James Hardier products with a minimum 6'dearanee to the unshed grade on the exterior of the budding or in W001'dance with local budding codes I greater than 6'is required(fig.3). Doubre Mhr Yuan • Maintain a mrwrmm 2'clearance between James Hardie products and roofs,decks, Flgawe I Coneeereuon , , paths,steps and driveways(fgs.4.5&6). walar+es�ve ivaraer • Maintain a 114'clearance between James Hardie products and horizontal flashing(fig.7). ta�.r aa«e • Ensure gutters have end cis.Maintain a minimum 1 gap between end caps and 24'Mt nu siding&trim(fg.8) o dstweei 9 • Ins lockout flashing at roof-wall oxtions(fig.9). • Adjacent finished grade must slope airway from the budding in accordance with local 6' typlcaly a n imam of in the fist 10'. l • Do not instal James Hardie pro ducts,suds that they may remain i n conned with i standing water. • Do not use Hadlep siding in Fascia or Trim app cations. • Hardieplank lap siding may be installed on vertical wag applications only. • DO NOT use stain on James Hardier products. C INSTALLATION: JONR111EXI1�IT-OPtiON1 'A JOP(TTREATMERR-OP110N2 d u (Preferred iron) (Not appicable to Colorplusw Far`sh) '�Aer�694f ve barrier ,, Ppage ', I - s.,� dlerlirs s»� taSlwwr c irsbl a 1 1i4 starlet saip b IeofveaPPtep4legapbeMreen a • wsraeaarpWcangle Install factory finished edges together at butt joints. plerMo qwn curt•• For dher joinlmg options,mien to llo al bi code airrtF3t X06 tease gapbetrrean ' of ot sh a.plank can beanie must rauanw 9.114"Bide and t be face r at eared trod.wih oA9" r ad rt rw men ca* " x I.5la g corrosion msisiea4 nals. As reqiled by local buitreg code "ca*in aaoadwloe eNi nacre menutia*i seas vraileal siwauaiom WARNRM ,AVON)BREATHUIG SLICK DUST JamestfadOPQ*tsWWAMaspi*kayU&WsftkvhidrstaownbfbeSITYafCaRaniwbaaweowowavdiS sdwadbyW;icSdNOSHbb*ac&wo( noerfwmsaneocaip*=W acs.Braamin9esoasiaen ns#sanwspirabrasiadwstcsnalsoaraseadsabigaedpoeefa�lfataltar9diseaseafedsiooais ardkasowniiedwnaweraaaasaes samesbdmssuajest saobw9 magi raaeasemese. OuiRq instwfonarkwrdwg(1lwadc a atldorwavnswir aeplewalfreiorc f as®ebsawenlskeaasioraig ar.Mraeva*feaable„uma Hardabrede"saw Wade arrddusMaadaaigciaiarsawaatadlwdbanEPAwcreleC(3►wamaurasbmeirverakawe fgvwwraprapwgri9ed,NOSn�apnaoreddustooku *j_W%lbaooadancewim appicabkgawermwenlA9utedasadwww6oiaerinsr swsbiwrwrrwitresirabbsi®erposaas Dangdawr.up„ewHEPRtiaaaw orwed@wa4meMds-wawrdrys•agr.Fafuma rtfallwiwt reAr b aw isfalaiarr iwymr e,e and Maeleal Sa4pr DIY Shed avdebb al wrrw.w de aaa or by c 1-eOD4H M E(1- 92-3C. FALL 70 ADIRE TO OUR WNU*IGS,MOS.AND itGTA JATION OSTRUCT1OIG WY LEAD 10$ r(5 PBt5ONAl.KXJRY OR OEAT1i , r. JMg15135LN-P114 1nna North CLEARANCES Instal siding and trim products in ' Maintain a 2"mimum Maintain a 2"minimum clearance At the juncture of the roof and vertical compliance with'local building code clearance between between James Hardie products surfaces,flashing and dxlunterflashing requirements for clearance between the James Hadiee products and decking material. shall be installed per the roofing bottom edge of the siding and the and paths,steps and Fig s �s irsbudions. adjacent finished grade. Finure.3 driveways. � Provide a 2"minimum clearance between „ , s d water i the roofig and the bottom edge of the Figure 4 s"°'g sidint e r y bonier and trim. Figure 6 oaiaele deck nwteriel foundrAon min. .�T mn. L - •min _— _ ------ FIg"re 9 KICKOUT FLASHING Maintain a 1/4"clearance Maintain a minimum 1"gap '°" ' Be of the volume of water that can pour between the bottom of between end and ��; sloped roof,one of the most critical intersects James Hardie products siding&inn, a sidearal roof must be flashed with Figure 8 step flashing. Where the roof terminates, instal a lockout to deflect water away from Figure 7 gupar r the sd�. It is best to instal a self•-adhering membrane F p ! oboards are nailed in n the wal before the subfascia and trim re back to install the the kudrout place,and then Dome Figure 9,klc kout Flassh ings To prevent water from dumping behind the siding -._-....--.--._-_-_- and the end of the roof intersection,instal a lkidkout"of sufficient length and 1•m"', angle to direct the water running down the roof away from the siding. FASTENER REQUIREMENTS"* FACE NAILING BLIND NAILING Nails-Wood Nails-Wood •6d(0.113'shank x 0267"HD x 2"kxg) •Siding nal(0.09'shank x 0221'HD x 2'long) •Siding nail(0.09'shank x 0.221`HD x 2"long) • 11ga.rooting nail(0.121°shank x 0.371"HD x 125"long) •Siding nail(0.09'shannk x 0221'HD x 1-112'to g)i Screws-Steel Screws-Std • Ribbed Wafer-head or equivalent(No.8 x 11/4'long Ribbed Bugle-head or equivalent(No.8-18 x i-5/8'long x x 0.375"HD)Screws must penetrate 1/4'or 3 0.323'HD)Screws must penetrate 1/4"or 3 threads into threads into metal naming. metal framing. Nails-Steel Nails-Steel •ET&F Panehfaste nails or equivalent • lT&F pin or equivvaleit(0.10'shannk x 025'HD x 1-112"long) (0.10'shank x 0.313'HD x 1-112'long) stud 24- Figure 10 Figure 11 overlap —O.C,meuc. water-resistive �, —`T o�.rlap W blind nail 3(4'_1^ I for Both Face and BMW Hawme y u waFar resistve overlap barrier } t 1!4•mn water-res ebw overlap barrrar laminate sheet to be removed inlrnedlatehr after installation of each course for ColorPtuse products. _The(ft*a3 1 800) ion (g( e 9)aid essoed bit ues�* d w permission atTFE JOURNAL OF LIGHT CONSTRUCTION.For siiisai on i*imanion. see�ie�rai Fa rr'g gren 9 t/t'wide and kstanats msk be 12'o c ar less AlsoAtso s JH91513SLN•?7t4 in North GENERAL FASTENING REQUIREMENTS • Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant galvanized,or stainless steel. placement to achieve specified design wind loads. Eteiized are acceptable but may exhibit prernabire corrosion. • NOTE Published wind loads may not be applicable to all areas where James recommends the use of quality:hot-dipped galvanized Local Building Codes have speaTic jurisdiction.Consult James Hardie nails. James Hardie is not responsible forthe corrosion resistance of Technical Services if you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installrg ' Drive fasteners PPflQAai th siding and harping. James Hardie produds-nesr the ocean,large bodes of water;or in • Fastener heads should fit snug against siding(no air space).(fig.A) very humid dimates. • Do not aver-drive nail heads or drive nails at an angle. • If nail is cou tersun c caulk nail hole and add a nail.(fig.B) PNEUMATIC FASTENING • Far wood framing,under driven nails should be hit flush to the plank with a James Hardie products can be hand nailed or fastened with a pneumatic hammer(For steel framing.remove and replace nail). tool.Pneumatic fastening is t�ghly recommended. Set air pressure so • Do not use aluminum fasteners,staples,or clipped head nails, that the fastener is driven snug with the surface of the siding A f lush Snug Flush mount attachment on the pneumatic tool is recommended. This will Countersunk, help control the depth the nail is driven.If setting the nail depth proves Ceuk& difficult,choose a setting that under drives the nail. (Drive under driven ® add net nails snug with a smooth faced hammer-Does not apply for installation do rot kinder oo Nor to steel framing). Figure A Figure B drive nails sTA CUT EDGE TREATMENT CAULKING PAINTING Caulk:paint or prune all field cut For best results use an Elaslomeric Joint Sealant DO NOT use stair on James Hard products. edges. complying with ASTM C920 Grade NS,Class 25 or James Hardie products must be pained within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for kmprkned. C834.CailldogMealan must be applied in n accordance 100%acrylic topcoats are recornmended. with the caik glsealant manufacturer's ufadpxer's written Do not paint when wet For application rates refer to instructions orASTM C1193. paint manufacturers specifications. Back-rolling is recommended lithe siding is sprayed. COLORPLUS®TECHNOLOGY CAULKING,TOUCH-UP&LAMINATE • Touch up nicks,scrapes and nail heads using the ColorPkuse technology touch-up applicator:Touch-up paint should be used If large areas require touch-up,replace the damaged area with newHardleplanr lap• Laminate sheet must be removed immediately ColorPh>s technology. irrrriedafiely attar installation of each course. • Terminate pion factory cut edges into tram where possible,and caulk.Color matched caulks are available from your ColorPlusg product dealer. • Treat all other Lion-Factory cut edges using the ColorPhus technology edge coaters,avaiilable from your ColprPlus product dealer: PAINTING JAMES HARDIE@ SIDING AND TRIM PRODUCTS WITH COLORPLUS®TECHNOLOGY When repainting ColorPl us products.James Hardie recommends the following regarding surface preparation and topcoat application: • Ensm the surface is dean,dry,and free of any dust,dirt,or mildew • Itepnming is normally not necessary • 100%acrylic topcoats are recommended • Oilalkyd base paints or semi transparent stains are not recommended • Apply i coat in accordance with paint manufacturers written instructions regarding coverage,application methods,and application temperature COVERAGE CHART/ESTIMATING GUIDE Number of 12`pla>ks,does not include waste COVERAGE AREA HARDIEPLANKO1 LAP SIDING WIDTH LESS OPENINGS SQ 51/4 6114 7114 7111 8 8114 9114 91)2 12 (1 SQ=100 sq&) (exposure) 4 5 6 6114 6314 7 8 8114 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 F 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 1 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 a 500 400 333 320 296 286 250 250 186 This h chart ismeant n as a g Actual usage is to as bidding dam.James Hardie does not assume responsibilityfor or u ordering REC0Gt1fK t in aoeoidarr s k itepo,c ilk H�de0 1 hP re 6 ®d as a sulatre alennb b#0 specied a he 60CAwiairr Bung Code.vie 1997 tkdam&fig Code.lie 1996 Ydemain410i!ad Tio-fani�r Deei�B Cade to 20ai Ne�riuYl 9 Cadd1999.�e 1997 Sd Fm*Da k%11NPsit e9is*Gmoogiaedraappi -o in Me &figcode andhffiiYtrn4iaaladeCriarCadetor0neNo Tao- U.S.DepL a(HIA Makeiels Ilea 12l Teens blowg of as dr NeW No.249Q Sk*aide O5 rw o1g Ae9.Dade CoudX,Fhida N0ANo.02-0T19A2 OeparpaiL dkewrane Poo*d Ewieaim EC-a CIO arNewYak IEATZ a4 a mil Carimia OSlkPA t TWw doanen 4n*1*o be aoesdod for addisod a__lie to aFlrs product par apeoic appicalims, .H91513SLN-P3(4 1106 MIIAAM�E<a4DE [ !1 YW MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) www.buldingcodeonline.com Ready Access 115 Arthur Drive West Chicago,IL 60185 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 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:Series Ready Access Aluminum Drive Through Window—L.M.I. APPROVAL DOCUMENT:Drawing No.S-2560,titled"Ready Access Drive Through Window `Impact",Sheets 1 through 9 of 9,dated 06116/05,with revision#5 dated 06/13/07,prepared by RW Building Consultants,Inc.,signed and sealed by Lyndon F.Schmidt,P.E.,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 Resistant 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#05-0719.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.07-0503.09 Expiration Date: February 16,2011 Approval Date: July 12,2007 Page 1 Ready Access NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.S-2560,titled"Ready Access Drive through Window `Impact",dated 06/16/05, with revision#5 dated 06/13 /07,Sheets 1 through 9 of 9,prepared by RW Building Consultants,Inc., signed and sealed by Lyndon F. Schmidt,P.E. B. TESTS 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per ASTMF588-04,TAS 202-94 along with marked-up drawings and installation diagram of a Series 600 Drive- Through Windows—"Impact",prepared by Testing Evaluation Laboratories,Inc., Test Report No. TEL-06-1120.01,dated 11/20/06 revised on 06/14/07,signed and sealed by Wendell W.Haney,P.E. 2. Test reports on 1)Uniform Static Air Pressure Test,Loading per PA 202-94 2)Large Missile Impact Test per SFBC,PA 201-94, 3)Cyclic Wind Pressure Loading per SFBC,PA 203-94 along with marked-up drawings and installation diagram of aluminum pass through window,prepared by American Test Lab,Inc.Test Report No.ATLNC-1109.01-04R, dated 11/09-12/04,and addendum letter dated 08/29/05,both signed and sealed by David Johnson,P.E. (Submitted under previous NOA#05-0719.03) C. CALCULATIONS 1. Anchor calculations and structural analysis,complying with FBC-2004,dated 09/19/05,revised on 01/23/06 and 06/13/07,prepared by RW Building Consultants, Inc.,signed and sealed by Wendell W.Haney,P.E. Complies with ASTM E1300-98/02 (Submitted under previous NOA#05-0719.03) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). Manuel Pe Product Control r NOA No.07-05 .09 Expiration Date: February 16,2011 Approval Date: July 12,2007 E-1 Ready Access NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03-1210.04 issued to General Electric Company for "Polycarbonate Plastic Sheets"dated 12/03/04,expiring on 07/17/08. 2. Notice of Acceptance No. 03-0421.01 issued to Solutia Inc.for their"Saflex HP a polyvinyl butryal interlayer for lamination of glass"dated 05/22/03,expiring on 04/14/08. F. STATEMENTS 1. Statement letter of conformance and no financial interest,dated April 25,2007,signed and sealed by Lyndon F. Schmidt,P.E. 2. Statement letter of conformance and no financial interest,dated April 27,2007,signed and sealed by Paul Bostjancic,Ready Access Engineer. G. OTHER 1. Notice of Acceptance No. 05-0719.03,issued to Ready Access for their Series Ready Access Aluminum Drive Through Window—L.M.I.,approved on 02/16/06 and expiring on 02/16/11. fawA Manuel Iere7, Product Control R me NOA No.07-050 . Expiration Date: February 16,2011 Approval Date: July 12,2007 E-2 1.-.—47.50 MAX. 47.50'MAX. FRAMEDTH1 E 1NDHT 1815 Ai6v Dii .Wd Dkago.BFNi4 56185.800-621-SM5.670-876-7766.im fl10-676-7767 7F�/ ' ' Jj 0 Gf X 0 � READY ACCESS / gW DRIVE THROUGH WINDOW $° 6 "IMPACT" _______ J _______ J .ENERf NOTES 604 SERIES WINDOW 602 SERIES WNOOW JJf 1. THIS PRODUCT HAS BEEN EVALUATED MID IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE(2004 FBC)INCLUDING THE'HIGH VELOCITY HURRICANE'ZONE(HVHZ). 2- PRODUCT ANCHORS SHALL BE AS USTED AND SPACED AS SHOWN ON DETAIS-ANCHOR 47.50"MAX. EMBEDMENTTO BAS MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FRAME WIDTH k 3- WHEN USED M THE'WGH VELOCITY HURRICANE ZONE'(1MHZ)THISi RODUCT µCCA1PLiE5 ____WITH SECTION 1626 OF THE FLORIDA BUILDING CODE AND DOES 47.x_ ___-_- _RESISTANT COVERING- - 7 __------�FFUTAE WIDTH 4- THIS-PRODUCT DOES NOT MEET THE REQUIREMENTS FOR ENHANCED PROTECTION OF - 7� I 8 ESSENTIAL FACILITIES AS DEFINED IN ASIM E1996. 0 FOR 2X STUD FRAMING CONSTRUCTION.THE AN(ONORING OF THESE UNffS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION- �/ �/ 6. µCONS NOT COVERW BY THIS DRAWING ARE SUBJECT TO FURTHER ENGINEERING J7/ X O w 7- WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO I 1 U I L!JJ L J[ STRUC IJRE AND TO BE RENEWED BY BUILDING OFFICIAL 8. FOR DESIGN PRESSURE RATING SEE CF14RT THIS SHEET- 603 SERIES WINDOW BDD SERIES WINDOW 9. THIS PRODUCT MEETS THE WATER Rl"OUIREMENf5 FOR HIGH VELOCITY HURRICANE TONES. 4Q DESIGN PRESSURE RATINGS( TABLE OF CONTENTS OAERAIL OVERALLFRAME DAYliGHT E1 J00—DB 00 SHEETS DESCRIPTION MODEL DIMENSION DIMENSION GLASS TYPE POSRNE NEGATNE T TYRNCAI-ELEVATIONS DESIGN PRESSURE&GENERAL NOTES 600 47.50'X 43.50' 0 19.62 X 33.78 $ 2 600 SERIES WINDOW SECTIONS d:DETAILS X 16.14'X 30.16' +75.0 —75.0 3 602 SERIES WINDOW SECTIONS&DETAILS 602 47,50'X W.W. 0 t9.62 X 3S.78 --N 4 603 SERIES WINDOW SECTIONS&DETAILS X 1&14'X 30.18' SEE GLAZING DETAILS +55.0 -55.0 7N^ 5 804 SERIES WINDOW SECTIONS t DETAILS 603 47.50'X 58.50' (0)41.49'X 37.76' SHEET/9 +50.0 —50.0 aae 06 16 05 6 ANCHORING WITH CONCRETE OR SHEET METAL SCREWS rc�e ANCHORING WITH WOOD SCREWS 604 47.50'X 60.50' (O)41.49'X 37.78' +50.0 —50.0 N.T.S. wn 4x SW B COMPONENTS WWFI 9 BILL OF MATERWS, COMPONENTS&GLAZING DETAILS Nu s-uso 1dg 14 6 16 48 3I 47.50'MAX. 4 48 51 FRAME WIDTh \� 16.14'MAX. 18.62'MAX. sF ��KJEj 5 57 13 S D.LO. (X) D.LO. (0) 48 51 uu 57 48 � �Q�Q� � 9 A IL ,1U� EEFF JS tr. 31 31 4 � X 0 0 2= ►C 2 0HORIZONTAL S5T?OH 2 HEW 600 SERIES WINDOW Q EX)II3tOR VIEW •1 1 2 18 J1 8 22 li 61 Y n 1 J� a 485? 44 60 23 45 Jt 24 I 14 2 2.00 4.50' 2 3 48 51 2 32 1 n IJ �/ ii 2 NEW 10 48 S1 48 51 48 S1 37 72 Iuae 16 3 4aarrrrlr rwc NAD 1p1 _AD R 11N11 S S-2560 51 48 Qa 16 , 47.502 MAX. ° ° `X) � � ® ] | . \ Ir , ||| . | i , ° 3 a _ ~ 0 /\ 2( I jj9 � , OIll 2 . Jj[ a| m 14 17.12 17 $ 2 ,� § $ 1 y 602 m, 485133 i__: :_ 1 c 4445� # � � � , 2 a - 28 9 ° § D 47 z ' © e § | f = -C _ 27 ( 11 32 _ 12 1 �: a: �. L,,. s � � � � _ /05 _ ! 20 -_ 20 3 ®2580 _�,� 14 47.50 MAX. FRAME WIDTH 5 41.49'MAX. 48 51 n SIB INTERED SEPARATE R TO 8 INSTALLED ON MD POWER INTERIOR D.L.O. (0) ' dI ADJOINING WAIL... 13 ALL ALUMINUM EXTRUSION -ANODIZED / Tf 52 DRAWER&FACE PANELS STAINLESS STEEL/4 FINISH 4 20 0 J v6 3 31 n� _ 35 32 3 4 1HORITONTAL 4 VIEW 48 51 41 X41 4857 603 SERIES WIN Ow EXIERIOR VIEW 40 I1r vii, 48 si 72 + 3 26 L ____ a S ❑ g 8 L _ j30 6 I 27 2.00'I L 21.75'----}----21.75'J I--2.00' g fr125 17.00' 20 Ai b�slrlr 06/765 8 a N.T.S. ACM e- H w m WW4 NEW emu 5-2560 9m 4 Of L 14 52 47.50 WIDTh /� � e ' , 33 � 3 / TI I i 51 ° k$5§ 5 3� 2 - � � •2� ® 5 ,�i . - 17' _ ® - 7� s ESN_ r 7 e { y� V � y _ s 3 , _ 51 / & ^ ~ ■ q 30 S, a _m �e VIEW � | . -- _ - � 58, } _ N CRgRg SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE 33 ptt THIS SHEET (OPP. THIS SHEET 3 U HAND) T1AND) f J #E YF{ A A A A A A A A a1a6 GLAZING REMOVED = �i FOR CLARITY w &SASH . _ REMOVED I l1� FOR CLARITY �_47.50'MAX. _� F-----4730'MAX.�� FRAME WIDTH FRAME WIDTH 603 AND 604 SERIES WINDOW 4FRAME WIDTH 602 SEMES WINDOW 50 50 CFIART SEE ANCHOR THIS SHEET SCHEDULE SUBSTRATE SUBSTRATE (3) {12 x 1'M.S.AT EACH STRAP-TD-FRAME COVER ATTACHMENT I SEE ANCHOR GLAZING&SASH SCHEDULE CHART REMOVED ANCHOR AT CENTERLINE 53 THIS SHEET REQUIRED ONLY WHEN SECTION AA _ FOR CLARITY USING G THE MOUNG STRAP FlXED WINDOW PANEL METHOD OF ANCHORING. SEE ANCHOR 8 50 SCHEDULE CHART n r 1 J _ SUBSTRATE THIS SHEET A A ( D)A A U 5 OL ANCHOR SCHEDULE SUBSTRATE I ANCHOR I MWWUI PENETRATpN INTO SUBSTRATE STEEL 1/4'SWEET MIN.PROTRUSION OF 2 THREADS U °•MW META.SCREW BEYOND FULL ENG4GEMENT t!S-725.60 S ACTIVE WINDOW PANEL 600 SERIES600 WIN[ CONCRETE 1CONCRETE SCREW 1.25'INTO CONCRETE SEE ANCHOR YC ; SCHEDULE s!_ 1145 SHEET n(DPP. HAND) ( � x<y' MAND) N� NV 36flA A A A A 'O A A A u GLAZING REMOVED x n p u f FOR CLARffY �w O GLAZING&SASH = m REMOVED w FOR CLARITY $ • V' SEE ANCHOR SCHEDULE C THIS SHEET $,pi ______ 4 4 FRAME WIDTH ---�_47.50 MAX. 47.50 MAX. FRAME WOT11 103 AND 604 eFRIE5 WINOHMV 502 SERIES WRIIYIW FRAME WIDTH SEE ANCHOR $$$ SCHEDULE CHART' SUBSTRATE TH5 SHELL T 150 SUBSTRATE (3) /12 x 1'M.S.AT EACH STRAP-TO-FRAME COVER ATTACHMENT GLAZING&SASH REMOVED SEE ANCHOR y3 FOR CLARITY SCHEDULE CHART $ AXED WINDOWPANEL • = (OPP. SEE ANCHOR 53 THIS SHEET SEE ANCHOR �i h1 AC)W� HAND) - THIS SHEET 50 SCHEDULE CHART n SUBSTRATE TH5 SHEEP of F5 A A A A USING MDUNThLL: __ ____ _ STRAP —OB 1605 $ ANCHOR SCHEDULE N.7S. SUBSTRAE c�a AEM ANCIHOR MIMMIM PENEIRUION RHID SUBSTRATE a_.Iw WWH ACTNE WINDOW PANEL 500 SERIES WINOOw BUCK /14 WOOD SCREW 1.50'RHTO WVOD(REOIHRE5 DOUTiE 21L woo IW 5-2580 � oar 4.500-0.625 f�-�4.375' 1.031' r 0.096" I ��.---}- -�{ 0.804.0 - 0.266',{` 0.437' �1 �I O.e S 1 I 1 10.193•/ I V 0.063-1 1fij 7— /fJ 1250•r 'E �• —� -I 0.808• I --ih—0.09r-°375' - - 1 ~ c J SILL /v-WETN NER 4• 73 E/64259024 CO�DRWN.Slif030 QQ f t PART 64259027 AL tJ 6063—T6 ALUt( 6063—T6 Z1HC.O1CFpRIMTE 0.189.. L 6063-76 DS j MOUNT TO POSE WITH 0.063• �—'�F 1.000' THRU II (3)is r I•M.S.EACH END 7` - -0.342 1/4-20 THREADED 0 I -'i F—0.661" L!-4.500• 0.063• P�2,Wo ILlI (BOTH iSIDES)K C}HR t� 2�9 $ 0.096' 1.86$' L q �LROLLER MOUMMM BLOCK ALL)MOUNT TO POST IR1N O°j p PARTS / (4)/9 x 1•U.S. EACH ENO r2 BGiTOM GLASS (}GLASS 18 Rg1ER ALUA(2024-7751 0.500" v�#642 45/ �CHMNEL J`4' BFARIHO PART 642 9023 PARE 64 PART)20010030 2.837" AL 6067-TS 6063-T6 ry �,�i rats 64259019 _ B063-T6 0.750" 7.000 1.000" 0.096• 0.063'® s. 2.000' iif7- 7--�-IF--0.096' I 0.063"$ T I o 3.892' 15 TIDP WEATHER 0UM0 /Z HEADER TRACK (\POST COVER PART 6441-TB T } O �` PU J 64259028 PART(64259018-ALUM. 6063-T6 6063-T6 1 1 �QQ ri ALL) 6TO, ATTACH 171 HEADER WRH((4)#8 r 1'U.S.EACH SIDE ATTACH TD POSTS EAC ATTACHED TO SILL MTH(6)�8 x 1'U.S.EACH SIDE 1 t $ (4)/8 x 1"U.S.EACH END J_ 0.125' .250'x 1.750• .250-►THRU 0.938• OBR. SLOT (3 PLACES) �" 2.000• 0 n .750"2.033' 2000' 2.000' '- MOUMINO STRAP PART/66127500 14 G12 STEEL g Q $ gT-' H ATTACH TO POST CDAER 0.063" r? 0.096' 9S 0.086' �S 0.096• r? 0.086- m II WBH I''SELF 00' T- 0.oo- sae os 16 2.000' " �.I. p �1 CENTER POST ^ DOOR BOTTOM DOOR CEMER �\DOOR LOCK 1O DOOR TW 18 WEATHER CLWtD sWdssGM M.iS S$ 91174 PARTS 64259021 PMT 6/ 4259032 �PARfJ 64258031 PART PMT PA �+•J+�e J/ m AEM 606E—TB AL 6063—TB ALU.6063—T6 N.0 6063—T6 Al 6063—T6 6063—T6 S ATTACH TO HEAD& ATTACH TO DOOR LOCK ATTACH TO DOOR LOCK 4 SILL WITH(4) �8 x 1' &DOOR CENTER WITH rs. PFN TH EACH END &8 x 1.U.S.EACH E D) tk DOOR CENTER MTN(2) S-2560 /8 x 1 M.S.EACH END ses.s,n,.t • DESCF-/lON M,IERML 1 PART 64257/0 ALUM 0093-n ALUAL ^- 1.907' 2 >RA«PARE AWE.9093-T5 A M '{ 1.710• �^ 0.925' 587.P8R1#94027 ALUM 6063-16 ALUM 4 POST PARTIO 94259019 ALL I.6062-T/ ALUM 0.096' 6 POST 100011 PART 942559019 AWL 6093-T/ ALUM o�p, p 6 00006 POST PART 64259021 AU.Y.9063-T9 ALUM 7 DOOR 9017018 FAInt 64259032 10.08.e04T-TO ALUAL 4 Y= i DOOR 004706 FPRI#94258031 n ALUM 0.063'- -9 DOOR LOCK PART 84259020 ALLK 11063-T6 ALUM f0 TOP PMT#64259653 AU61.8062-TI KUM �LUM9 TURN 11 01155 RETA9ER 4 PART 94259026 ALUM.0063-78 ALLIL ��FA060LT ��TT�TRACK67TH 61 HEADER TRACK F f S £ 12 801701181170 OWI 4 PMT 94759093 AL19L 1106.3-76 AU M PART►20090066 (4)f8 f x MS.EACH END p i!p 6 iJ O A55 NEW (J/4 PART 4 ALUM 6093-79 N.2M �R ►JC { 14 01ASS 049006 4 PART 75 N.UIL I d{j IS 70P 811411406 p11RD 9441600.1 AUAL 76 ALUM *.LA11 11/16'OVERNl le PART ALUM 6093-T6 ALLy, GLASS INK. 1 GW DOOR ADAbTMENT PART 0065/433 STEEL 2610. -STEEL Ie ROULTT 1RACK efARINO PART 20010030 52fOD ,nm .107'CHEN-TEN 2.000' I9 6066011 MD190T9FD 9EDcx PART 1 ALOIL 2024-7351 TPS .090•PVB BY SOLUTIA iw9 CR095 FRA1E PART a269L125 ALu1.6067-T6 AL M .107'CHEM-TEN - a S9MNE MADC SEALANT Dow 999-A PAR1 90050020 SILCORE .090•PVB BY SOLUM g 0111 716799 P lU1W MT i STEEL PAIR 691 Srm .107'CHE)A-TEL 0.096' R 1r- 24 TIMN T PAM 20090066 STEEL .090'P25 178BY SOLUTIA 015980 0008 TAPE PMT 20200/69 9LRriIi .107'CHDA-TEL ftOMR SEALPAEb'SHAPED PART 40040004 EPOM 9/2 10510E FACE NL PMT 6/121200 16 304 Sf.STEEL BITE oU19DE FRONT FACE PANE 757700(II 304 Sir Sr.STEEL GLAZING DETAIL CROSS FRAME 29 OURIOE SIDE F PART 1 16 ST.STEEL PART�64299026 I �AL 7/K A0.7Q0 Cp PGSFTE 31 0.420'7FK AW00 COMPOSRE 25 21 11/16.OVERALL ATTACH TO POSTS 174 . N9M9 { ,T K THE 1/2'X 5193'PMT 2 /1156 61/111. 14 GLASS THK. WITH(4)►6 Y 1'07.5. TOP 090 PART 9127500(II .]04 SldnMw •ST.STEEL .107'CHEM—TEN EACH END 9m9ATK11F PRNEE. COLHO 7191 0LuaL .090•PVB BY SDUTTIA 25 00190106 PART 96120.500 n stEa KOT USED _ .107'CHEM—TEN 429 9wD _ 26 .090'RIB BT SOLUM SIFPPLY - .107'CHEM-1524 I 1.684' r-- 6sDE1uPER s ?A .090'PUB BY SOLUTO 01"5100 w wAE PRE 90707.001)MRT 20/10021 13 for CNDA—TEN O 41 PA55—7/96/DRAWER 11 PART 06130000 —.{f 44 Nor 1FSED 562' iS eRAE1RT 16 sr 51007. GI 171 DETAIL i0 M ROLLER YRi. 1 I/4'-20 K 3/4' 16 SLUM I/4'-59 Nri1N 60010100 NUT N71d/ o 46 F PANEL PART 65122WO f9 SI.YY.e ST.STEEL 11/16'OVERALL a 4 160690 PANEL f11M 66125/0D 4420'1181 10300 0016066E 21 GLASS THK. R - 11/16'SECUR- 4 UREREA)ER BY SpUM 48 .107'CI -1131 7't of B 4e .:Or C191F-TEN/.090'PY6/.107•CHEL//-TEL/.090'F'YD/ OIASS .090'PVB BY SpWT1A (2)5100 CINL-TEv .090"F+s .107' r .296'0 6MENOR 980E FACE P 1 T Jot sr.stEa. .tor CHEN-TEN [i THRU tl+ 960 7/4' MUL 62 1-1 EE .090'PVB BY SOLUTIA OB 16 $6NP 14 GAL_ STm 31 .107•CHEN-1071 22 SF1F-111000_ .o.c N.LS CLA21RF REANER ALUyM1ry .090'PVB BY SOLUEtA e a 1m AQ/ TAPE 25 .107'CHEM-TEN PART/2009008, DIc In 14160 __ ST.STEM PULL FNNOLE FFADER moot BASE ALUM.6063-16 ALUS GLALNG DETAIL PART/65103300 S-2560 S 61 v N Decking-Corrugated Stainless Steel roof, floor panels, decking, flooring, siding - James... Page 1 of 2 Home Company Profile Links of interest RFQ Site Map Contact Products N Deck The 3"depth allows for longer spans not possible with lesser depth profiles.The increased span capability Roof Decks allows the use of a lighter gauge,which can prove to be cost effective.Also, because of its long span capability, Floor Decks the use of the N Decking will minimize support requirements.The narrow spacing between the ribs of the N Deck allows for rigid insulation or pouring concrete.The load carrying capabilities of the N Deck generally Composite surpass that of other long span metal decks. N Deck is available in corrugated stainless steel, both T304 and Floor Decks T316, and is suited for caustic environments. It is also available in galvanized,galvalume and painted steel. Siding Accessories 24" Cover --- Finishing- Materials 2 518"-'l F"- ,- 8" 1 3" Previous Page Acoustical type also available t SECTION PROPERTIES(Fy=33 ksi) Gage Design Weight (Psf) Ip In Sp Sn Download Thickness Ptd Galy (In4) (in4) (In3) (In3) 22 0.0295 2.01 2.05 0.616 0.829 0.355 0.430 20 0.0358 2.58 2.65 0.795 1.026 0.468 0.543 18 0.0474 3.20 3.40 1.158 1.369 0.685 0.749 16 0.0598 4.10 4.25 1.586 1.736 0.894 0.953 14 0.0747 5.12 5.35 2.119 2.273 1.149 1.196 12 0.1046 7.17 7.40 3.056 3.055 1.664 1.669 Section Properties calculated in accordance with AISI specifications. Max SDI Uniform Total Load in Pounds Per Square Foot(Dead and Live) Gage SpanCond Const 9.- 9'- 10'- 10'- 11'- 11- 12'- 12'- 13'- 13'- 14'- Sp0.1 6" 0" 6„ 0„ 6” 0.. 6" 0.. 6" 0" 22 11'-3" 57 51 46 42 38 35 32 - - - - 20 12'-9" 76 68 61 55 49 44 40 36 33 31 - 18 15'-5" 111 98 85 75 67 59 53 48 44 40 37 One 18'-0" 145 130 113- - -- 16 14 20-10" 187 168 148 12 250" - http://www.jamesriversteel.com/deckl.htm 3/28/2008 N Decking-Corrugated Stainless Steel roof, floor panels, decking, flooring, siding - James... Page 2 of 2 22 ?3'-3" '70 62 56 51 46 42 39 36 33 31 - 20 15'-0" 88 79 71 64 59 54 49 45 42 39 36 18 18'-2" 122 109 98 89 81 74 68 63 58 54 50 Two 16 22'-0" 155 139 125 114 103 95 87 80 74 68 64 14 24'-7" 194 174 157 143 130 119 109 101 93 86 80 12 29'-6" - - - 199 182 166 153 141 130 120 112 22 13'-3" 87 78 70 64 58 53 49 45 42 38 36 20 150" 110 99 89 81 73 67 62 57 52 49 45 18 Three 18'-2" 152 136 123 112 102 93 85 79 73 67 62 or More 22'-0" 194 174 157 142- - - -- 16 80 14 - - - 197 178 100 12 - - - - - 140 James River Steel,Inc. 1-800-825-0717 Toll Free E-mail:info P.O.Box 11498 Contact o throughameariversteel.com 1-804-285-0717 in Virginia Richmond,VA 23230 � 1-804-285-0780 Fax HOME::COMPANY PROF LE::LINKS OF INTERESTS::ROOF DECKS::FLOOR DECKS::COMPOSITE FLOOR DECKS::SIDING ACCESSORIES::FINISHING/MATERIALS::RFQ::SITE MAP::CONTACT ®2007 James River Steel http://www.jamesriversteel.com/deckl.htm 3/28/2008 Corrugated Stainless Steel roof, floor panels, decking, flooring, siding - James River Steel Page 1 of 2 ik its Home Company Profile Links of Interest RFQ Site Map Contact Products Type"A"Deck Roof Decks 30" Cover Floor Decks Composite 1." -'] h h S.+ 1112" Floor Decks Siding Accessories 36"Cover also available Finishing- Materials Section Properties(Fy=33 ksi) Previous Design Weight(psf) In In Sp sn Page Gage Thickness Ptd Galy (In4) (!n4) (1n3) (1n3) Download 22 0.0295 1.65 1.70 0.144 0.143 0.132 0.131 20 2.09 2.15 0.1- 0.0358 0.175 0.175 0.160 59 18 0.0474 2.71 2.80 0.232 0.232 0.211 0.211 16 0.0598 3.30 3.40 0.294 0.294 0.266 0.266 -Section properties calculated in accordance with AISI specifications Uniform Total Load in Pounds Per Square_Foot(Dead and Live) Gage Span Cond Max SDI Const Sp 4'-0" 4'-6" 5'-0" 6" 6'-0"6'-0" 6'-6" 7'-O" 7'-6" 8,-0" 8'-6„ 9'-0" 22 5'-5" 108 85 69 57 48 41 35 30 20 6'-0" 131 104 84 69 58 49 43 37 32 18 One 6'-11" 174 137 111 92 77 65 54 46 39 34 30 16 7'-9" 173 140 116 97 0 - 55 47 41 - 22 6'-4" 108 85 69 -57 48 40 35 30 20 7'-0" 131 103 84 69 58 49 42 37 32 Two 18 8'-1" 174 137 111 92 77 66 56 49 43 38 34 16 9'-1" 173 140 116 97 83 71 62 54 48 43 22 6'-4" 135 106 86 71 60 51 44 38 33 20 Three or 7'-0" 164 129 105 86 73 62 53 46 41 36 32 18 More 8--1 " 172 139 115 96 82 71 62 54, 48 43 16 9'-1" 175 145 122 104 89 78 68 60 54 Notes: 1.Load tables are calculated using section properties based on the steel design thickness shown in the Steel Deck Institute(SDI)design manual. 2.Loads shown in the shaded areas are governed by the live load deflection not in excess of 1/240 of the span.A dead load of 10 psf has been http://www.jamesriversteel.com/deek3.htm 3/28/2008 Corrugated Stainless Steel roof, floor panels, decking, flooring, siding - James River Steel Page 2 of 2 Included. James River Steel,Inc. 1-800-825-0717 Toll Free P.O.Box 11498 Contact us through 1-804-285-0717 in Virginia Richmond,VA 23230 E-mail:into�j NOME::COMPANY PROF ILE::LINKS OF INTERESTS::ROOF DECKS::FLOOR DECKS::COMPOSITE FLOOR DECKS::SIDING ACCESSORIES::FINISHING.'MATERIALS::RFQ::SITE MAP::CONTACT ®2007 James River Steel http://www.jamesriversteel.com/deck3.htm 3/28/2008 Corrugated Stainless Steel roof, floor panels, decking, flooring, siding -James River Steel Page 1 of 2 Home Company Profile Links of Interest RFQ Site Map Contact Products 1-1/2"Composite Roof Decks 36" Cover .-------- Floor Decks 2 1/2 Total Slab Thickness Composite - - 11/2" Floor Decks V V a V V v v V V Siding Li LI LJ Li1 LJ L Accessories "` T- Finishing- Materials Section Properties(Fy=40 ksi) Previous Page Gage Design Weight(psi) ip(in ) Sp Sn Download Thickness Giv a (In ) (In0 22 0.0295 1.61 0.154 0.180 0.187 20 0.0358 2.04 0.200 229 0.240 18 0.0474 2.70 0.290r' '0.312 0.324 16 0.0598 3.20 0.387 0.402 0.409 qo Section properties calculated in accordance with AISI specifications Slab Max Unshored Clear Superimposed Live Load in Pounds Per Square Foot Depth Gage Span &'- 6'- 8'- 9'- 10'- rOnTeTwo Three 0., 5'-6" 6'-0" 6„ 0„7'- 7'-6” 0,. 8'-6" 0„ 6„ 0" 22 5-4 7-1 7-2 400 400 400 350 300 260 226 199 176 156 140 20 6-4 8-5 8-6 400 400 392 319 273 236 205 180 159 141 126 4.0" 18 7-9 10-2 10-6 400 400 400 349 301. 262 216 189 167 149 133 16 9-0 11-5 11-9 400 400 400 362 312 272 239 212 189 154 138 22 5-1 6-10 6-11 400 400 400 400 365 315 275 242 214 190 170 20 6-0 8-0 8-2 400 400 400 387 332 287 250 219 194 172 154 4.5" 18 7-4 9-9 10-0 400 400 400 400 366 301 2$2 230 204 181 162 16 8-7 10-11 11-3 400 400 400 400 379 330 290 257 211 188 168 22 5-0 6-8 6-9 400 400 400 400 398 344 300 264 233 208 185 4.75" 20 5:10 7-10 7-11 400 400 400 400 362 313 273 239 212 188 168 18 7.1 9-6 9-9 400 400 400 400 398 328 28 252"- 222 198 177 16 8-4 '10-8 11-0 400 400 400 400 400 360 316 261 231 205 183 22 11 6-7 6-7 400 400 400 400 400 373 325 286 253 225 201 5.0" 20 5-9 7-8 7-9 400 400 400 400 392 339 296 260 230 204 182 18 7-0 9-4 9-6 400 400 400 400 400 356 311 273 241 215 192 http://www.jamesriversteel.com/compl.htm 3/28/2008 Corrugated Stainless Steel roof, floor panels, decking, flooring, siding - James River Steel Page 2 of 2 16 8-2 10-5 ' 10-10 400 400 400 400 400 390 342 283 251 223 199 22 4-8 6-3 6-3 400 400 400 400 400 400 400 354 313 279 249 5.75" 20 5-5 7-3 7-4 400 400 400 400 400 400 366 322 285 253 226 18 6-7 8-10 9-0 400 400 400 400 400 400 385 339 299 266 238 16 7-8 9-10 10-3 400 400 400 400 400 400 400 352 311 277 247 Notes: 1.Load tables are calculated using section properties based on the steel design thickness shown in the Steel Deck Institute(SDI)design manual. 2.Minimum exterior bearing length required is 1.5 inches.Minimum interior bearing length is 3 inches.If these minimum lengths are not provided,web crippling must be checked. James River Steel,Inc. 1-800-825-0717 Toll Free P.O.Box 11488 Contact us through 1804-285-0717 in Virpinla Richmond,VA 23230 E-mail:info�Jamesriversteei.com 1-804-285-0780 Fax HOME::COMPANY PROFILE::LINKS OF INTERESTS::ROOF DECKS::FLOOR DECKS::COMPOSITE FLOOR DECKS::SIDING ACCESSORIES::FINISHING/MATERIALS::RFQ::SITE MAP::CONTACT ®2007 James River Steel http://www.j amesriversteel.comlcomp 1.htm 3/28/2008 Corrugated Stainless Steel roof, floor panels, decking, flooring, siding - James River Steel Page 1 of 2 Home Company Profile Links of Interest RFQ Site Map Contact Products Type"B"Cellular Deck Helpful Hint: Type"B"cellular deck is mainly utilized in exposed ceiling areas where a flat bottom deck is Roof Decks desired for aesthetic purposes. Floor Decks Composite 36" Cover Floor Decks Siding 2 1/2"-►f i-"- h61'I 1112" Accessories Finishing- Acoustical type also available Materials Previous Page Gage Top/Bot Weight(psf) 1p(in4) ln(ln4) Sp(1n3) Sn(ln3) Download Galy 20/20 3.53 0.383 0.301 0.301 0.311 20/18 4.02 0.408 0.378 0.308 0.392 18/20 4.48 0.518 0.378 0.451 0.401 18/18 5.11 0.554 0.451 0.458 0.471 18/16 5.58 0.602 0.645 0.471 0.548 16/18 5.58 0.708 0.538 0.642 0.561 Uniform Total Load in Pounds Per Square Foot(Dead and Live) Gage SpanCond 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 20/20 108 93 80 66 57 48 41 37 32 29 20/18 113 96 81 71 60 51 44 38 34 31 18/20 165 131 108 89 74 63 54 48 41 36 One 18/18 168 141 115 94 80 68 59 50 45 40 18/16 170 146 122 101 85 71 61 54 46 41 16/18 224 177 143 118 99 82 71 60 54 47 20/20 111 95 80 70 61 55 49 42 38 34 20/18 138 118 101 89 77 68 60 55 48 44 18/20 144 121 104 90 80 70 62 56 50 45 18/18 Two 167 141 122 107 94 83 74 67 60 54 18/16 195 168 141 125 111 98 86 77 69 66 16/18 200 170 148 128 112 101 89 79 70 67 20/20 138 117 101 87 77 69 60 55 48 45 20/18 171 147 126 110 96 85 79 69 60 51 http://www.jamesriversteel.com/deck5.htm 3/28/2008 Corrugated Stainless Steel roof, floor panels, decking, flooring, siding - James River Steel Page 2 of 2 18/20 178 151 131 114 100 89 78 71 64 58 18/18 Three 208 177 152 133 117 104 93 84 74 67 or 18/16 More 240 205 178 152 137 119 110 94 82 71 16/18 250 213 182 161 140 125 111 110 90 83 1.Load tAbles are calculated using section properties based on the steel design thichness shown in the Steel Deck Institute(SDI)design manual. 2.Loads shown in the shaded areas are governed by the live load deflection not in excess of 1/240 of the span.A dead load of 10 psf had been included. James River Steel,Inc. Contact us through 1-800-825-0717 Toll Free P.O.Box 11498 E-mail:into amesriverateel.com 1-804-285-0717 In Virginia Richmond,VA 23230 1.604-285-0780 Fax HOME::COMPANY PROFILE::LINKS OF INTERESTS::ROOF DECKS::FLOOR DECKS::COMPOSITE FLOOR DECKS::SIDING ACCESSORIES::FINISHING/MATERIALS::RFQ::SITE MAP::CONTACT ©2007 James River Steel http://www.j amesriversteel.comldeck5.htm 3/28/2008 Corrugated Stainless Steel roof, floor panels, decking, flooring, siding - James River Steel Page 1 of 2 tt Horne Company Profile Links of Interest RFQ Site Map Contact Products Type"F"(intermediate Rib) Type F Intermediate Rib is an older deck profile still widely used, particularly where roofs must nest with an Roof Decks existing Type F roof. All attributes that apply to B deck also apply to Type F. Load carrying capabilities for Type Floor Decks F Intermediate Rib, is not as great as Type B Wide Rib. Composite 36" Cover Floor Decks � Siding 6'--'i 1I2'r Accessories Finishing- 30" Cover also available T Materials Previous Page SECTION PROPERTIES(Fy=33 ksi) Gage Design Weight (psf) Ip In Sp Sn Download Thickness Ptd Galy (In4) (In4) (In3) (In3) 22 0.0295 1.58 1.61 0.134 0.154 0.134 0.145 20 0.0358 1.98 2.04 0.172 0.187 0.165 0.176 18 0.0474 2.60 2.70 0.245 0.248 0.226 0.232 16 0.0598 3.10 3.20 0.314 0.314 0.290 0.292 Section Properties calculated in accordance with AISI specifications. Uniform Total Load in Pounds Per Square Foot(Dead and Live) Gage Span Cond Max SDI 5'- 5'- 6'- 6._6„ 7„ 7'- 8'- 8'- 9'- 9'_6" 10'-0" Coast Sp 0., 6" 0" 0 6" 0" 6" 0" 22 5'-2" 70 58 49 41 35 30 - - - - - 20 6'-0" 87 72 60 50 42 36 3 - - - - 18 One 7'-I" 119 98 82 68 56 48 41 36 32 - - 16 8'-1" 153 126 105 85 70 58 50 43 38 34 30 22 6'-2" 76 63 53 45 39 34 - - - - - 20 7'-1" 92 76 64 54 47 41 36 32 - - - 18 Two 8'-4" 122 101 85--- 72 62 54 47 42 37 33 30 16 9'-5" 154 127 107 91 78 68 60 53 47 42 38 22 6'-2" 95 79 66 56 48 42 37 33 - - - 20 7'-1" 115 95 80 68 59 51 45 40 35 32 - Three or More 18 8'-4" 153 126 106 90 78 68 59 53 47 42 38 16 9'-5" 192 159 134 114 98 85 75 66 59 53 48 shown in the Steel Deck Institute(SDI)design manual.Loads shown in the shaded areas are governed by the live load deflection not in excess of 1/240 of the span.A dead load of 10 psf has been included. http://www.jamesriversteel.com/deck7.htm 3/28/2008 Corrugated Stainless Steel roof, floor panels, decking, flooring, siding - James River Steel Page 2 of 2 James River Steel,Inc. 1.800-825-0717 Toll Free P.O.Box 11498 Contact us through 1-804-285-0717 in Virginia Richmond,VA 23230 E-mail:into≥�Jamesriversteef.com 1-804-285-0780 Fax HOME::COMPANY PROFILE::LINKS OF INTERESTS::ROOF DECKS::FLOOR DECKS::COMPOSITE FLOOR DECKS::SIDING ACCESSORIES::FINISHING/MATERIALS::RFQ::SITE MAP::CONTACT ®2007 James River Steel http://www.jamesriversteel.com/deck7.htm 3/28/2008 Corrugated Stainless Steel roof, floor panels, decking, flooring, siding - James River Steel Page 1 of 2 Home Company Profile Links of Interest RFQ Site Map Contact Products Type BI Inverted Form Deck Helpful Hint: Type"B"inverted form deck is used when the spans and loads exceed the capability of standard Roof Decks and heavy duty form decks. Floor Decks Composite 36"Cover Floor Decks Siding I -6 -'-( 1112• Accessories Finishing- 2112" *- Materials Previous Also available in 30"coverage Page Section Properties(Fy=33 ksi) Gage Design Weight Ip Sp Sri Download Thickness (psf)Glv (In4) (in ) (In3) 22 0.0295 1.61 0.188 0.192 0.187 20 0.0358 2.04 0.230 0.243 0.232 cg i 18 0.0474 2.70 0.305 6i6 0.315 Section properties calculated in accordance with AISI specifications Uniform Total Load in Pounds Per Square Foot(Dead and Live) Span Design Condition Gage Criteria 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'- 8'- 8'- 9'-0" 6" 0" 6" 36000 101 83 70 60 51 45 39 35 - 22 U240 98 74 57 44 36 29 24 20 - U180 - - - 59 48 39 32 26 - 36000 128 105 89 75 65 57 50 44 39 One 20 O240 120 90 69 54 43 35 29 24 20 O180 - - 93 73 '58- 47 39 32 27 36000 171 142 119 101 87 76 67 59 53 18 U240 160 120 92 72 58 47 39 32 27 U180 - - 123 97 77 63 52 43 36 36000 98 81 68 58 50 43 38 34 30 22 U240 - - - - 86 70 58 48 40 O180 - - - - - - 7764 54 Two 36000 122 101 84 72 62 54 47 42 37 20 U240 - - - - - - 70 59 49 U180 - - - - - - - - - http://www.jamesriversteel.com/deck6.htm 3/28/2008 Corrugated Stainless Steel roof, floor panels, decking, flooring, siding - James River Steel Page 2 of 2 36000 166 137 115 98 84 74 65 57 51 18 O240 - - - - - - - - - U180 - - - - - - - - - 36000 123 101 85 72 62 54 48 42 38 22 U240 - - - 85 68 55 45 38 32 U180 - - - - - 73 60 50 42 36000 152 126 106 90 78 67 59 52 47 Three or More 20 U240 - - - 103 83 67 55 46 39 U180 - - - - - 90 74 61 52 36000 208 172 144 12 106 92 81 72 64 18 U240 - - - - 110 89 74 61 51 U180 - - - - - - - 69 James RlverSteel,Inc. 1-800-825-0717 Toll Free P.O.Box 11498 Contact us through 1-804-285-0717 In Virginia Richmond,VA 23230 E-mail:Info@Jamesriversteei.com 1-804-285-0780 Fax HOME::COMPANY PROFILE::LINKS OF INTERESTS::ROOF DECKS::FLOOR DECKS::COMPOSITE FLOOR DECKS::SIDING ACCESSORIES::FINISHINGMATERIALS::RFQ::SITE MAP::CONTACT ®2007 James River Steel http://www.jamesriversteel.com/deck6.htm 3/28/2008 HD Panel Corrugated Stainless Steel roof, floor panels, decking, flooring, siding - James ... Page 1 of 3 z F Home Company Profile Links of Interest RFQ Site Map Contact Products HD Panel The HD Panel Decking presents a unique opportunity to provide a product in a rib profile similar to the 2.67 x Roof Decks 7/8"corrugated sign wave shape.The HD Panel offers greater load carrying capability as well as a bolder Floor Decks appearance due to its increased pitch. The HD Panel(heavy duty)as its name implies is especially useful when increased load carrying capability is required on siding applications. It is uniquely suited for both roofing and Composite siding applications. HD Panel is available in corrugated galvanized steel, painted steel,aluminum, bare and Floor Decks painted, and, of course, stainless steel. Siding Accessories 28" Cover • Finishing- Materials Previous I " 3112" j— 7/8„ Page Type Design Lbs./Ft.2 Lbs./Ft.2 I In.4 S In. 3 No. Thickness CLD-RLD Galy. Ft. Ft. Download HD 26 0.0179 0.96 1.06 0.037 0.073 qo HD 24 0.0239 1.28 1.38 0.050 0.097 HD 22 0.0295 1.57 1.67 0.061 0.119 HD 20 0.0368 1.91 2.01 0.074 0.144 Type No.of De gn 30 36 40 4'6" 5'0 5'8" 6'0" 6'6 TO 7'6" 8'0" 86 9'Q" 9'6" 100" No. Spans si Stress 195 143 110 87 70 58 49 41 36 31 27 24 22 19 18 36,000 U240 90 57 38 27 19 15 11 9 7 6 5 4 3 3 2 1 Span U180 120 78 51 38 26 19 15 12 9 8 6 5 4 4 3 SDI 95 57 34 20 10 3 Criteria Stress 195 143 110 87 70 58 49 41 38 31 27 24 22 19 18 36,000 HD26 U240 195 136 91 64 47 35 27 21 17 14 11 10 8 7 6 O180 195 143 110 88 62 47 36 28 23 18 15 13 11 9 8 2 Span SDI 148 96 63 42 28 18 11 5 1 Criteria Stress 243 179 137 108 88 72 61 52 45 39 34 30 27 24 22 36,000 U240 170 107 72 50 37 28 21 17 13 11 9 7 6 5 5 U180 226 142 95 67 49 37 28 22 18 14 12 10 8 7 6 http://www.jamesriverstee1.com/deck2.htm 3/28/2008 HD Panel Corrugated Stainless Steel roof, floor panels, decking, flooring, siding - James ... Page 2 of 3 SDI 152 99 66 44 29 19 12 6 2 3 Span Criteria Stress 259 190 145 115 93 77 65 55 48 41 36 32 29 26 23 36,000 U240 122 77 51 36 26 0.20 15 12 10 8 6 5 5 4 3 U180 162 102 68 48 35 26 20 18 13 10 9 7 6 5 4 1 Span SDI 159 102 68 48 35 22 15 9 5 1 Criteria Stress 259 190 145 115 93 77 65 55 48 41 36 32 29 26 23 36,000 U240 259 184 123 87 63 48 37 29 23 19 15 13 11 9 8 U180 259 190 145 115 84 63 49 38 31 25 21 17 14 12 11 HD24 2 Span SDI 231 157 110 79 58 43 31 23 17 12 8 5 2 Criteria Stress 323 238 182 144 116 96 81 69 59 52 45 40 36 32 29 36,000 U240 229 144 97 68 49 37 29 23 18 15 12 10 8 7 6 U180 305 192 129 91 66 50 38 30 24 20 16 13 11 10 8 3 Span SDI 238 162 114 82 60 44 33 24 18 12 8 5 3 1 Criteria Stress 317 233 178 141 114 94 79 68 58 51 45 40 35 32 29 36,000 U240 148 93 63 44 32 24 19 15 12 9 8 7 5 5 4 U180 198 125 83 59 43 32 25 19 16 13 10 9 7 8 5 1 Span SDI 198 125 83 59 43 32 25 19 15 11 7 4 2 Criteria Stress 317 233 178 141 114 94 79 98 58 51 45 40 35 32 29 36,000 U240 317 225 151 106 77 58 45 35 28 23 19 16 13 11 10 U180 317 233 178 141 103 77 60 47 37 30 25 21 18 15 13 HD22 2 Span SDI 297 213 153 113 85 65 50 39 31 24 18 14 11 8 5 Criteria Stress 397 291 223 176 143 118 99 84 73 63 56 49 44 40 36 36,000 U240 279 176 118 83 60 45 35 27 22 18 15 12 10 9 8 U180 373 235 157 110 80 60 47 37 29 24 20 16 14 12 10 3 Span SDI 316 219 157 110 80 60 47 37 29 24 19 15 11 8 6 Criteria Stress 384 282 216 171 138 114 96 82 71 61 54 48 43 38 35 36,000 U240 180 113 76 53 39 29 22 18 14 12 9 8 7 6 5 U180 240 151 101 71 52 39 30 24 19 15 13 11 9 8 6 1 Span SDI 240 151 101 71 52 39 30 24 19 15 13 11 9 7 5 Criteria Stress 384 282 216 171 138 114 96 82 71 61 54 48 43 38 25 HD20 36,000 U240 384 273 183 128 94 70 54 43 34 28 19 16 16 14 12 U180 384 282 218 171 125 94 72 57 45 37 25 21 21 18 16 2 Span SDI 384 262 196 151 117 91 72 57 45 37 25 20 20 16 13 Criteria Stress 480 353 270 213 173 143 120 102 88 77 68 60 53 48 43 http://www.jamesriversteel.com/deck2.htm 3/28/2008 HD Panel Corrugated Stainless Steel roof, floor panels, decking, flooring, siding - James ... Page 3 of 3 36,000 U240 339 214 143 100 73 55 42 33 27 22 18 15 13 11 9 3 Span U180 452 285 191 134 98 73 57 44 36 29 24 20 17 14 12 SDI 390 281 191 134 98 73 57 44 36 29 24 20 17 14 12 Criteria James River Steel,Inc. Contact us through 1.800-826-0717 Toll Free P.O B 11498 1-804-285-0717 In Vi . ox rginia Richmond,VA 23230 E-mail:infio�jamesriversteel.com 1-804-285-0780 Fax HOME::COMPANY PROFILE::LINKS CF INTERESTS::ROOF DECKS::FLOOR DECKS::COMPOSITE FLOOR DECKS::SIDING ACCESSORIES::FINISHING/MATERIALS::REQ::SITE MAP::CONTACT '22007 James River Steel http://www.jamesriversteel.com/deck2.htm 3/28/2008 Corrugated Stainless Steel roof, floor panels, decking, flooring, siding - James River Steel Page 1 of 2 Home Company Profile Links of Interest RFQ Site Map Contact Products Type"S"Form Deck Helpful Hint: Form deck is used when a noncomposite slab is required and the clear span is short. Roof Decks Floor Decks 30 Cover- Corn pos ito Floor Decks Siding -.-.I I- 2112" - 9/16" Accessories Finishing- i Materials Previous Section Properties(Fy=80 ksi) Page Gage Design Weight Ip Sp Sn Download Thickness (psf)GIV (1n4) (In3) (In3) 28 0.0149 0.85 0.012 0.035 0.035 26 0.0179 1.02 0.014 0.045 0.045 C I 24 0.0238 1.30 0.019 0.060 0.060 22 0.0295 1.55 0.023 0.074 0.074 Section properties calculated in accordance with AISI specifications Uniform Total Load n Pounds Per Sauare Foot(Dead and Live) Span Design Condition Gage Criteria 2'-0" 2'-6" 3'-0" 3'-6" 4'-0" 4- '-5'- 5 6'-0" 6 0" 6" 36000 211 135 94 69 52 41 33 28 L240 94 48 28 L180 126 64 37 23 36000 267 171 118 87 66 52 42 26 L240 114 58 33 21 One L180 152 77 45 28 36000 231 160 118 90 71 57 47 40 24 L240 151 77 45 28 L180 202 103 60 37 25 36000 284 197 -145.. 111' 87 71 58 49 22 L240 188 96 55 35 23 L180 251 128 74 46 31 1' 36000 221 98 72 55 43 35 28 L240 228 117 67 42 28 20 -\ L180 156 90 56 38 26 http://www.jamesriversteel.com/deek8.htm 3/28/2008 Corrugated Stainless Steel roof, floor panels, decking, flooring, siding - James River Steel Page 2 of 2 36000 270 173 120 88 67 53 26 L240 275 140 81 51 34 24 L0180 187 108 68 45 32 36000 231 160 118 90 71 57 47 40 Two 24 L240 187 108 68 45 32 23 L180 249 144 91 61 42 31 36000 284 197 145 111 87 71 58 49 22 L240 232 134 84 56 39 29 21 L180 179 113 75 53 38 29 36000 273 177 123 90 69 54 44 28 L240 179 92 53 33 22 L180 239 122 71 44 29 36000 * 216 150 110 84 66 54 26 L240 216 110 64 40 27 Three or L180 288 147 85 53 36 More 36000 * 289 200 147 112 89 72 59 50 24 L240 287 147 85 53 35 25 L180 * 196 113 71 47 33 36000 247 181 139 109 89 73 61 22 L240 182 105 66 44 31 22 L180 243 141 88 59 41 30 James River Steel,Inc. 1-800-825-0717 Toll Free P.O.Box 11498 Contact us through 1-804-285-0717 in Virginia Richmond,VA 23230 E-mail:info�jamesriversteel.com 1-804-285-0780 Fax CONX'ArNY PROFILE::LINKS OF INTERESTS::ROOF PECKS::FLOOR DECKS:;COMPOSITE FLOOR DECKS::SIDING ACCESSORIES::FIN'iSHINGIMATER?ALS::RFQ::SITE MAP::CONTACT ®2007 James River Steel http://www.jamesriversteel.com/deck8.htm 3/28/2008 r c Th 1NG � Y ?Cl1' FOAM Vent-Toll 1 ₹eLil_kc � A TAO APPROX.OVERALL WEIGHT LTTR Vent-Top THICKNESS P.S.F. R-VALUE* 3" 75 mm 1.9 11 3112" 89 mm 2.0 14 F ` For Shingles And 4 102 mm 2.1 17 .e Metal Roofing f 4112" 114 mm 2.2 20 '� •Single layer of sheathing 5 127 mm 2.3 24 vEccus>inrtarTui� • Nominal 4'x 8'panel 1 P 5 12 140 mm 2.4 27 6" 152 mm 2.5 30 61/2" 165 mm 2.6 33 7" 178 mm 2.7 36 tt� 71/2" 190 mm 2.8 39 Vent-Top d " •� ( 8" 203 mm 2.9 42 Long Term Thermal Resistance(LTTR)R values are determined in accordance with TNrJ For Slate, Tile and CAN/ULC-S770.This is a 15 year time-weighted average value and was adopted by U.S.polyisocyanurate manufacturers on January 1,2003.The nominal foam thickness Maximum Loading is 1-1/2 less than the overall panel thickness. ,;; •Two layers of sheathing rem-Top • Nominal 4'x 8'panel flierill l�.li DATA TAIL APPROX.OVERALL WEIGHT LTTR CODEACCEPT CERTIFICATION THICKNESS P.S.F. R VALUE* CODES -O.S.B. is approved by CABO, ICBO, BOCA, SBC, 3112" 89 mm 3.3 12 ARMA and the APA as roof sheathing. The foam used in j 4" 102 mm 3.4 15 Vent-Top ThermaCal5 1 and 2 has a Flame Spread Rating of 4112' 114 mm 3.5 18 25**or less. Foam with Factory Mutual Class 1 approval per 5" 127 mm 3.6 21 FMRC Standard 4450/4470 is used. Generally the three major building codes require F.S. =75 or less for any plastic 51/2 140 mm 3.7 25 insulation. Over steel deck F.S. = 25 or less is usually 6" 152 mm 3.8 28 required. CHECK LOCAL CODES**This numeric Flame Spread Rating is 1 61/2" 165 mm 3.9 31 not intended to reflect hazards presented by this or any other material under actual fire conditions. 7" 178 mm 4.0 34 UND RWRIT■R! LABORATORIES 7112" 190 mm 4.1 37 Vent-Top ThermaCala is classified under UL Standard 790 8" 203 mm 4.2 40 (ASTM El 08) as a Shingle Decking Accessory for use with Long Term Thermal Resistance(LTTR)R values are determined in accordance with Class A, B or C shingles. It is also fire classified under UL CAN/ULC-5770.This is a 15 year time-weighted average value and was adopted by Standard 1256 for Insulated Metal Deck Assemblies, U.S.polyisocyanurate manufacturers on January 1,2003. The nominal foam thickness is 2'less than the overall panel thickness. Constructions No. 120 and No. 123. Note:The designer should determine if a vapor barrier is required between the deck ANo COMPLIANCE! and the insulation. A vapor retarder should always be specified in buildings with high humidity. FEDERAL SPECIFICATION-meets the physical property requirements of HH-1-1972/GEN. The foam meets ASTM OR " '>li� R M C 1289-95. Note to Specification Writer:This draft spec can be used for Vent- MODEL CODES-foam insulation is in compliance with: Top ThermaCal5 and Vent-Top ThermaCal�X Performance Roof BOCA-Section 2603.0 Panels.This spec is usually placed in Section 07 22 00. It can be downloaded from our website:www.comellcorporation.com. ICBO- Section 2602 1.VENTILATED ROOF INSULATION SBCCI-Section 2603.2 A. Description of system: VENT SPACE PROPERTIES 1.The ventilated roof insulation shall be a factory assem- Depth 1"(25 mm) bled panel consisting of one or two layers (Spec writer to Cross Section 10 Sq. In.of Net Free Area/Lin.Ft. choose) of 7/16"oriented strand board top surface, a built-in (212 Sq.Cm./meter). j ventilation space maintained by 1"wood spacer blocks, and Open Area Not less than 92%of plan area polyisocyanurate or extruded polystyrene insulation on the bot- tom. Max.Spacer Separation Less than 12"(300 mm) 2.The Long Term Thermal Resistance(LTTR)R-Value of PHYSICAL PROPERTIES the ventilated roof insulation shall be no less than O.S.B.Sheathing Conforms to APA rated sheathing Stan 3.Wood panel edges shall be rabbetted to allow the foam Bard PRP 108, Exposure 1 and HUD/FHA-918. edges to fit together while providing clearance between the wood sheathing on adjoining panels. Foam Flame Spread 4.Foam sides and ends shall have a tongue and groove (polyisocyanurate) E84 25 or less profile to reduce heat loss at the joints. k Factor(aged) C177 0.16 5.The wood spacer blocks shall not exceed 8%of the panel Vapor Permeance E96 approx. 1.25perm area and shall have 50%open for lateral(across the slope)ven- 4 p pp tilation.Spacer blocks shall not be over 12"apart in either direc- 7 CORMELV@MP@1U1T0@M T:888-439-6411 F:800-267-8368 Vent-Top ThermaCal 2 and X2 - Installation Instructions 1. PRODUCT Vent-Top ThermaCcIl 2and X(2 are nailable roof insulation panels with a built-in space for ventilation. They have one layer of sheathing and panels are a nominal 4' x 8' (actual coverage 47-1/4"x 95-1/2"). Edges of wood sheathing are rabbetted or cut back to allow for expansion. Foam edges may be tongue and groove if specified. For more information on the product and its uses and limitations please see company literature or our web site: www.cornellcorporation.com. CHECK LOCAL BUILDING CODES for any applicable requirements. 2. STORAGE Vent-Top ThermaCal 2 and X2 are shipped covered with a plastic bag which is intended to temporarily protect the material while in transit only. On the jobsite the piles should be covered with a breathable waterproof tarpaulin. The plastic bag should be removed if moisture accumulates inside it. 3. PRODUCT APPLICATION Vent-Top ThermaCal 2 and X2 are designed to allow air flow through the air space below the top sheathing. To do this it must have the following: a. Adequate air entry flow at the eave. Use eave edge vents or eave soffit vents which allow approximately 9 square inches of air entry per foot run of eave. Where edge blocking is used at the eave, do not cover the entrance to the air space. b. The Vent-Top air spaces must not be closed off. If you need a smaller panel it is usually best to cut off the side or end with the tongue on it. Support the cut edge with spacer blocks running up the slope. Extra spacers are supplied with every shipment.THE TOP BOARD IN EVERY PILE HAS EXTRA SPACERS SO THAT IT CAN BE CUT IN HALF FOR THE STARTER PIECES IN ALTERNATE ROWS. c. A ridge vent with approximately 18 square inches of open area per foot run of ridge should be used. Warm moist air leaking from the inside of the building can cause condensation at the ridge, at the end walls or at any other opening. Seal off these openings by cutting the foam insulation at a suitable angle and filling any gaps with spray foam or caulking. Do not use combustible spray foam around chimneys. 4. INSTALLATION a. If specified, install a vapor retarder on the supporting roof deck. We recommend one over high humidity areas such as swimming pools. In this case particular care should be taken to seal all openings in the deck around light fixtures, skylights, end walls and at the ridge, etc. On any building where conduit is installed above the structural deck, a separate layer of 1-1/2"thick foam insulation is recommended. b. Fire safety precautions should be observed when Vent-Top ThermaCal is installed. Protect foam from flame cutting and welding operations, etc. Around chimneys provide suitable fire protection. c. Install wood nailers at the eave and rake edge of the roof. Before installing the first row of insulation at the eave check how the eave vent or the sheathing over the roof overhang will be supported. Check the supporting roof deck is smooth and even without bumps or depressions. d. Lay panels with the wood side up and the long side parallel to the ridge. If foam edges are tongue and grooved, then the tongue should face up the slope. Sheathing has rabbetted edges to maintain the proper expansion clearance between adjacent panels. Field cut panels should be kerf cut to maintain a 1/8" minimum gap between the sheathing on adjacent panels. Stagger end joints in succeeding panel rows. e. Place screws directly through the panel into the structural deck, use insulation fasteners as shown on the next page. Do not over-torque the screws and compress the insulation too much. f. Check the insulation top surface for uneven edges BEFORE covering. Grind off any uneven edges with an electric sander or grinder. Pages 1 of 4 C0MELV@DP@MUU@H F 800 267-8368 Vent-Top ThermaCal 2 & X2 - Installation Instructions (Continued) g. Roofing should be applied over dry insulation as soon as possible. Apply roofing felt and shingles to the Vent-Top ThermaCal using shingle nails placed according to shingle manufacturer's recom- mendations. For best results use barbed or ring shank shingle nails and premium or laminated shingles. h. Install eave and ridge vents as described under Product Application. Check architect's specifications 5. INSULATION FASTENERS a. Number- use a minimum of 15 screws per 4' x 8' panel. Apply fasteners at the approximate position of the internal spacers as shown in drawing below. There are lines on the sheathing (OSB only) at 24" and 48"from the panel ends which will assist in locating the fasteners. Ignore the lines at 16" and 32". Use additional screws at the rakes, eaves and ridge as shown. b. Wood Deck- use self-drilling self-tapping oval head roof insulation screws without plates. They should be 1-1/4"to 1-1/2" longer than the overall depth of the vented roof insulation. If the wood deck is less than 2" actual thickness, use fasteners with a minimum of 1" penetration and install 4 extra fasteners on the horizontal center line of the panel. On plywood use fasteners that protrude through the deck by at least 1/4". If exposed fastener tips are not acceptable, contact Cornell Corporation for suggestions. c. Steel Deck- use self-drilling self-tapping oval head roof insulation screws without plates. d. Concrete Deck- use Tapcon screws or equal. Advance testing is recommended. e. Special Applications- Contact Cornell Corporation for special applications not shown here. 6. FASTENER PATTERN: a. Use 15 screws per panel (5 across- parallel to the ridge & 3 up the slope) as the standard fastening pattern. Add additional fasteners as shown below. 2" 21-3/4" 24" 24" 21-3/4" 2" H • ♦ • ♦ • ♦ • ♦ • � 2n ♦ ♦ 21-5/8° 47-1/4" • • • • • A Indicates additional fasteners required ♦ at the perimeter of the roof along the eave, ♦ 21-5/8" rake&ridge lines(Typical) • ♦ • ♦ • ♦ • ♦ •fi L 95-1/2" b. When installing heavy material such as natural slate or tile on a pitch greater than 4/12, install 4 additional fasteners on each panel along the center of the panel (aligned along the 8' length) parallel with the ridge line. DETAIL DRAWINGS: Check architect's plans for Eave and Ridge Details. See page 3 and 4 attached for our suggestions. If they conflict, contact the architect. Pages 2 of 4 - Do _ - ci.. x- rin oa a LlIIJIIIIIIIIII! 1 Kr / I 0, Ti.., < <.- 0 O rs' 11 it ti s zrn -s qwn O O a -U 0 - t�t t3 "C7 z- C j Gee max, L - / mC W IJ c. a m II _LN`12 r tea• � _ CO ��� d 0 U www.cornelicorporoeion.com TRANSIT, STORAGE AND HANDLING GUIDELINES FOR NAIL BASE ROOF INSULATION Note: The following information is based upon PIMA Technical Bulletin #109 and the guidelines set forth In the Cornell Corporation "Terms and Conditions" document. TRANSIT: Factory packaging is not intended for use as the sole method of protection during transit. During transit the product must be fully tarped with a waterproof tarpaulin or damage will result. Neither Cornell Corporation or its representatives are responsible for material damaged during transit. STORAGE: Factory packaging is a temporary covering and is not intended for long-term jobsite storage. If jobsite storage is necessary observe the following precautions: a. Place the package of material well above the ground level. (Minimum of 4"). b. Storage area should be a finished area, not dirt or grass and should be flat, dry and solid, having adequate drainage to keep product free from moisture. c. Cover the material with a breathable waterproof tarpaulin. The plastic cover bag from the factory should not be relied upon for job site protection and should be removed or cut open if moisture accumulates inside of it. d. Adequate precautions should be taken against insect, rodent and other animal damage. e. Long-term job site storage is not recommended. If the product is going to be stored for more than 2 weeks prior to installation, it is recommended that it be stored indoors inside of a dry, temperature-controlled warehouse. f. Neither Cornell Corporation or its representatives are responsible for product dimensional changes or damage issues related to storage. HANDLING: Use care when handling nail board products to prevent breaking or crushing of the corners. Remove the product from the truck using proper equipment. PRODUCT APPLICATION: Nail board should always be installed on dry, clean roof decks in dry conditions. Follow our installation directions regarding product application. Apply only as much product to the roof as can be covered in one day. Any roof insulation that becomes wet must be replaced with solid, dry insulation. SAFETY: Foam insulation board like other building materials is combustible so it must not be exposed to any ignition sources (flames, fire, sparks, light bulbs, etc.), during transit, storage or product application. Follow all regulations from OSHA, NFPA and local fire authorities. CORMELV@1O@MA\U0@M T:888-439.6411 F:800-267-8368 Vent-Top ThermaCal 2 and X2 - Installation Instructions 1. PRODUCT Vent-Top ThermaCal 2and X2 are nailable roof insulation panels with a built-in space for ventilation. They have one layer of sheathing and panels are a nominal 4' x 8' (actual coverage 47-1/4" x 95-1/2"). Edges of wood sheathing are rabbetted or cut back to allow for expansion. Foam edges may be tongue and groove if specified. For more information on the product and its uses and limitations please see company literature or our web site: www.cornellcorporation.com. CHECK LOCAL BUILDING CODES for any applicable requirements. 2. STORAGE Vent-Top ThermaCal 2 and X2 are shipped covered with a plastic bag which is intended to temporarily protect the material while in transit only. On the jobsite the piles should be covered with a breathable waterproof tarpaulin. The plastic bag should be removed if moisture accumulates inside it. 3. PRODUCT APPLICATION Vent-Top ThermaCal 2 and X2 are designed to allow air flow through the air space below the top sheathing. To do this it must have the following: a. Adequate air entry flow at the eave. Use eave edge vents or eave soffit vents which allow approximately 9 square inches of air entry per foot run of eave. Where edge blocking is used at the eave, do not cover the entrance to the air space. b. The Vent-Top air spaces must not be closed off. If you need a smaller panel it is usually best to cut off the side or end with the tongue on it. Support the cut edge with spacer blocks running up the slope. Extra spacers are supplied with every shipment. THE TOP BOARD IN EVERY PILE HAS EXTRA SPACERS SO THAT IT CAN BE CUT IN HALF FOR THE STARTER PIECES IN ALTERNATE ROWS. c. A ridge vent with approximately 18 square inches of open area per foot run of ridge should be used. Warm moist air leaking from the inside of the building can cause condensation at the ridge, at the end walls or at any other opening. Seal off these openings by cutting the foam insulation at a suitable angle and filling any gaps with spray foam or caulking. Do not use combustible spray foam around chimneys. 4. INSTALLATION a. If specified, install a vapor retarder on the supporting roof deck. We recommend one over high humidity areas such as swimming pools. In this case particular care should be taken to seal all openings in the deck around light fixtures, skylights, end walls and at the ridge, etc. On any building where conduit is installed above the structural deck, a separate layer of 1-1/2" thick foam insulation is recommended. b. Fire safety precautions should be observed when Vent-Top ThermaCal is installed. Protect foam from flame cutting and welding operations, etc. Around chimneys provide suitable fire protection. c. Install wood nailers at the eave and rake edge of the roof. Before installing the first row of insulation at the eave check how the eave vent or the sheathing over the roof overhang will be supported. Check the supporting roof deck is smooth and even without bumps or depressions. d. Lay panels with the wood side up and the long side parallel to the ridge. If foam edges are tongue and grooved, then the tongue should face up the slope. Sheathing has rabbetted edges to maintain the proper expansion clearance between adjacent panels. Field cut panels should be kerf cut to maintain a 1/8" minimum gap between the sheathing on adjacent panels. Stagger end joints in succeeding panel rows. e. Place screws directly through the panel into the structural deck, use insulation fasteners as shown on the next page. Do not over-torque the screws and compress the insulation too much. f. Check the insulation top surface for uneven edges BEFORE covering. Grind off any uneven edges with an electric sander or grinder. Pages 1 of 4 CORHELV@ ° O0 ° ° 1TUOH F so si sass Vent-Top ThermaCal 2 & X2 - Installation Instructions (Continued) g. Roofing should be applied over dry insulation as soon as possible. Apply roofing felt and shingles to the Vent-Top ThermaCal using shingle nails placed according to shingle manufacturer's recom- mendations. For best results use barbed or ring shank shingle nails and premium or laminated shingles. h. Install eave and ridge vents as described under Product Application. Check architect's specifications 5. INSULATION FASTENERS a. Number- use a minimum of 15 screws per 4' x 8' panel. Apply fasteners at the approximate position of the internal spacers as shown in drawing below. There are lines on the sheathing (OSB only) at 24" and 48"from the panel ends which will assist in locating the fasteners. Ignore the lines at 16" and 32". Use additional screws at the rakes, eaves and ridge as shown. b. Wood Deck- use self-drilling self-tapping oval head roof insulation screws without plates. They should be 1-1/4"to 1-1/2" longer than the overall depth of the vented roof insulation. If the wood deck is less than 2" actual thickness, use fasteners with a minimum of 1" penetration and install 4 extra fasteners on the horizontal center line of the panel. On plywood use fasteners that protrude through the deck by at least 1/4". If exposed fastener tips are not acceptable, contact Cornell Corporation for suggestions. c. Steel Deck - use self-drilling self-tapping oval head roof insulation screws without plates. d. Concrete Deck- use Tapcon screws or equal. Advance testing is recommended. e. Special Applications- Contact Cornell Corporation for special applications not shown here. 6. FASTENER PATTERN: a. Use 15 screws per panel (5 across- parallel to the ridge & 3 up the slope) as the standard fastening pattern. Add additional fasteners as shown below. 2" 21-3/4" 24" 24" 21-3/4" 2" • ♦ • A • A • A • � 2r A ♦ 21-5/8" 47-1/4" • • • • • — A Indicates additional fasteners required A at the perimeter of the roof along the eave, A 21-5/8" rake& ridge lines(Typical) • A • A • A • A • V 2° L I- 95-1/2" b. When installing heavy material such as natural slate or tile on a pitch greater than 4/12, install 4 additional fasteners on each panel along the center of the panel (aligned along the 8' length) parallel with the ridge line. DETAIL DRAWINGS: Check architect's plans for Eave and Ridge Details. See page 3 and 4 attached for our suggestions. If they conflict, contact the architect. Pages 2 of 4 tL �,- U Cr dd C ''"` tl O v tt3 00) L1 LS O. 0 is t`d 0 oCQ. I O 0 C U r} Ro o t3 M.C t_3_i O sw +�,� >Q c" C v ' i - " S1 C �_ _ C � > - C C) c�a t t3 sy L d O 0 _ o 1 \ - \ I1IItIitiiihT � 0 tD \\ \ ' r "\ j -r� > O F- _ c } U cs 0 u h- -O 3 4r' COL 8 Sent 03/03/2009 at 12 :03 : 13 - from - to 813 780 0021 p1/2 From:Megan Manning At:Lykes Insurance FaxiD.813-249-8637 To:Renee Oate:3/32009 11:39 AM Page.1 of 2 O M4 DATE(MMIDDIYYVY) ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID ID ID 2 03/03/09 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Lykes Insurance, Inc HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 400 N. Tampa St. , Suite 2200 ALTER THE COVERAGEAFFORDED BY THE POLICIES BELOW. Tampa FL 33602 Phone: 813-223-3911 Fax:813-221-1857 INSURERS AFFORDING COVERAGE NAIC A INSURED INSJRERA Iridgdlrrld Itploy.xa Irre ce• 10701 INSJRER E Capco Construction Services, NGJR[Rc. Inc. & Ca co Real Estate, inc P.O. Box 5238 INR.IRFRrr Tampa FL 33675 R.SJRER E COVERAGES THE'OLICIES OF INSURANCE LISTED BELOW HAVE BEEN IC.3UED TO HE NEURED NAMED.ABOVE FOP THE POL CV('ERNDD INDICATED.NOTWITHSTANDINC PRY PEOIJIREMEV TEPM OP COND T ON Cl ANY CONTRACT OR OTHER DOCUMENT WITH?ESFEC--O WHICH THIS CERT FICATE MAY BE ISSIJED f-1R MAY PERTAJN,THE INSLRANCE AF=OP.CED BY THE POLICIES DESCRIBED HERE N IS SUBJECT TO ALL THE TERMS.E{C-USIONS ANC COND T ONS OF SUCI- FOLIC ES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE(MY1!DDIYY;• DATE(FMrDDIW;• LMTS GENERAL LIABILITY EACH OCCURRENCE $ CDMMERCIAL GENERA__IABILITY PREMISES(Eo occlrence) $ CLAIMS MADE ❑OCCUR MED EXF(.Wry aie per evn) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGRE ATE LIMIT AFP-LS PER: PPOCI_ITTS-CCA,PiCP AGE $ POLICY PHL JECT LO AUTOMOBILE UABILIT( -OMBINtU SINIGLI LIMI I AN"AUTO Ea eccadent) ALL OWNED AUTOS BODILY INJURY $ ECHEDU_ED ALTOS -Per person) H RED AUTOS BODILY INJURY $ NON-J'A NED AUTOS ,Per ece,dent) PROPERTY DAMAGE -Per Eccidenq GARAGE LIABILITY AUTO CN_Y EA ACCIDENT $ AN"AUIU 01 CR TI IAN bAACC $ AUTO CN_Y: 1GG $ EXCESSIUMBRELLALIABLTY EACH OCCURRENCE $ OCCUP ❑CLAMS MADE ,AGGREGATE $ RDEDUCT BLE $ HH IENI ION $ WC ETA L- pfl- $ WORKERS COMPENSATION AND TOP"LIMITS X EP, EMPLOYERS LIABILITY A 083025879 01/01/09 01/01/10 E.L.EACH.ACCIDENT $500000 ANY PROPP.IETOR/PARTNER/EXEC.TIYE OFF CERMI9MBER EXCLUDED? E.L.DISEASE-EA EMrLO"EE $5500000 IF ye;,describe under SFECIA_ POVISIONS Hebw E.L.DISEASE-POLICY LIMIT $500000 OTHER DESCRIFTION OF CPERA71ONS/LOCATIONS/VEHICLES/EXCLU31ONS ADDED BY ENDORSEMENT 13FECIAL PROVISIONS Rick McGimsey CGC1506522 CERTIFICATE HOLDER CANCELLATION ZEPH53 3 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF.TIE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN City of Zephyrhi lls- NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FALURE TO DO 30 SHALL Building Department IMPOSE NO OBLIGATION OR LIABILITY OF ANY KND UPON THE INSURER.ITS AGENTS OR 5335 8th Street Zephryhills FL 33542 REPRESENTATIVES. A IZ OR E ACORD 25(2001108) ©ACORD CORPORATION 1988 Sent 03/03/2009 at 12 : 03: 26 - from - to 813 780 0021 p2/2 AUG-22-2008 FRI 09:4 AM FEDERATED CPU FAX NO, 15074558806 P. 02/08 i., Y;;, I OATEIMMIDDIYTI 4:` y` 0gf2?J0B { !q «,: .''ri. y . .Sr . :•g:. 0F INFORMATION tn:r>YN}Y.a;H:%;x NnPye»nr:>iY,r.�$.�•i 7.'I:,. iRid...,,.I s ,. THIS CERTIFICATE I5 ISSUED AS A MATTER •RODUCJ1A ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATEOR HOLDER. THIS CERTIFICATE DOES NOT AM@ND, EXTEND OR FEDERATED NUTuAI.INSURANCE COOIPANY AI,TEq THE COVERAGE AFFORDED BY THE POLICIES BELOW. Home Office:P.O.BOX 328 COMP ES AFFORDING COVERAGE Owatonna,MN 55060 __PANY FEDERATED MUTUAL INSURANCE COMPANY OR Phone: 1-888-333-4949 COMA FEDERATED SERVICE INSURANCE COMPANY Home Office:Owatonna, MN 55050 og25ta•s INiURIfP COMPANY CAPCO CONSTRUCTION SERVICES INC B — — P O BOX 5238 COMPANY TAMPA FL 33675 c COMPANY OVE FOR THE POLICY THIS IS TO CERTIFY THAANOING POLICIES OF INSURANCE TERM R CONDITION OF ANY CONTRACT OR OTHER DOCUMENT HAVE REEN ISSUED TO THE INSURED NAMED BIMTH RESPECT TO WHICPERIOD TH S CERTIFICAINDICATED MAY BE iSSUED OR T EXCLUSIONS AND CONDITIONS Op SUCH PO ICIESTUMTS SHOWN MAY HAVE BEEN REDUCED IS COAIMS.OIEIN 1S SUBJ[sCT TO ALL THE TERMS, POLICY RIFFFECTIVE POLICY EXPIRATION LMIG DO TYPE 0P INSURANCE POLICY NUMBER DATkiMMIDPNYYI DATE OAMIDDrYYI GE AL AGGREGATE It 2 000 0.00 GENERAL UASILTTY PRODUCTS•COMPIOP AGG 0 20001000 X COMMERCIAL GENERAL UAWLITY pnR60NAL d ADV INJURY 0 1 000 0 A JcIi,M9MADE rX OccuR 065974 06121/08 06/21/09 e 1 00000 0 ICI EAC"OCCURRENCE �_ 0WNI d CONTRACTOR'S F90Y FIRE DAMAG2 All m s 111 0 00 r1 Y 100 MED EXP NAM n.lrnlrofl I COMBINED SINGLE LIMIT E 1,000,000 AUTGMOMLE LIABILITY _ ANY AUTO BODILY INJURY 0 ALL OWNED AUTOS 06/21/08 06/21/09 (Perpr,Lon1 A sCI1EoULED AUTOS 065974 BODILY INJURY MIRED AUTOS Ira rocltlonll - X NON-OWNED ALTOS 0 pl ort.R'ry DAMAGE AUTO ONLY-kA ACCIDENT E _ _, GARA09 LIABILITY OTHER TNAH AUTO ONLY . ANY AUTO EACH ACCIDENT L_- - AGGIIEGArE I EACH OCCURRENCE_ 610,�yyOO�-(�D WICESS UABMTY 0659/m 5 AGGRFOATF. 110 vvv,00O 06/21/08 06121/09 A X UMaRGLLA VORIA OTHER TITAN UMBREU.A FORM `.': WORBlHS COMMENSAT10N AND EL EACH ACCIDENT I EMPL0YERT LIABILITY -'- EL DISEASE•POLICY UAIET 1 THE PIIOPRIATOW INCL EL DISEASE-EA EMPLOYEE 0 PARTNERSIEXECUTIVI1 GKCL OPFICERB ARC: OTHER DESCRIPTION OF OPE RATIONS ILOCATIONSNEHHO SPECIAL(ERNS RICK MCGIMSEY COO IEOBWS .6 6 I CITY OF ZEPHYRHILLS 111 6HOYLU ANY OF THE ABOVE DNCRIPkO POLICIES 0E CANORLL® BEFORE THE EXPIRATION DATE THEREOF.THE IUL$N0 COMPANY WILL EPIDEAV0R TO MAIL ST NGI DEPT _ DAYS WM1'Tth NOTICE TO THE CEATIRCATE HOLDER NAMOO TO THE IEPY, 5335 8TH OUT FAILURE TO MAIL SUCH NOYICE WALL IMPOSE$0 OBLIGATION OR LIABLITY ZBPHYRHILLS FL 33542 CE ANY KIND uroN Till Cl IT6 OR RET+RPSENTATNV�. AYYFIORRIIO RE,RESISNTATTV t: EaN'f'RAL.. F'l:jci i i.. i - f rh . 813-780-0020 I ' ldq.qty of Zephyrhills Permit Applicationf24/ Fax-813-780-0021 Building Department Date Received jp Phone Contact for Permitting 8 �J 2 -- 3co l y' c ttil"m"•."•E'.EEEEEEE€t€EEE EIEEEEEIE -7 II Owner's Name The Rad i ln+ G r o u , L Owner Phone Number -24 !3 I Owner's Address (3 Zb I ' 1 kite• Ta m1 , FL- 3'Own Phone Number Fee Simple Titleholder Name Q m e S Vv Y t'C-' Owner Phone Number rl Fee Simple Titleholder Address (� JOB ADDRESS l� 12 G c N d . Ze h r hi U S ) FL 33 5 LOT# I SUBDIVISION PARCEL ID#_02-- 2_(0 -2-t- OO 1 A - 00000 OO I 0 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR ADD/ALT Q SIGN MOVE DEMOLISH INSTALL REPAIR PROPOSED USE Lii SFR COMM 0 OTHER TYPE OF CONSTRUCTION BLOCK 1n r�h FRAME STEEL OTHER r' DESCRIPTION OF WORK '`� 1 tA 1 O T kJ t.Lf V- n a u-- d BUILDING SIZE (2 X2`f• SQ FOOTAGE 22 S•f. rrer5 HEIGHT EE�€€EEEEEEEttEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEttNSFfEE ##EEEEEEEEEEEEEHEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEkFEEEEEEEEEEEEEEEEE[EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEkEEEEEEEEEEEEEEEtEEEEEEEEE[tEEEEtEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEtEHEEEHEEEEEEEEEEEEEEEEEEEEEEEEEfEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEHEEEEEFEEEEE BUILDING Is �-j , OQQ VALUATION OF TOTAL CONSTRUCTION EzELECTRICAL $ 33 I D bO AMP SERVICE 0 PROGRESS ENERGY W.R.E.C. PLUMBING $ 9 , o� MECHANICAL $ 3S' OO a VALUATION OF MECHANICAL INSTALLATION r3 `_ /tzr✓ ,/ GAS d ROOFING SPECIALTY ��ef FINISHED FLOOR ELEVATIONS OTHER FLOOD ZONE AREA =YES EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEkEE�HEEEEEEEE�tEEEEEEHE)EEEEffEFEEEEffEEEEEEEEEEEIEEEE�EEEEEEEEFEEEEEEEEEkEEEEEEEEEEffEEEtEEE�EE�EEEfEEEEEEEEEEEEEtEEEEEEEECEEEbEEEEEEEEEEEEEEEEEEEEEEEEfEEEEEEEEEEEEEEEEEfEEEEEUt4HEEtEEEEEEEEEEE�E � IVVV"` EEEEtEEiE BUILDER C COMPANY Ca co conslruc%ion Serv'ceS, In SIGNATURE ; REGISTERED / N I FEE CURRENT Y/N Address I 120E. 1tf�1l C.r Q Mri a� L 3 3 SOS License# C G C ( O(,S7_.7-. ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT IY/N Address I License# PLUMBER o COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT Y/N Address License# MECHANICAL $JL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT Y/N Address I License# OTHER l" n„ COMPANY SIGNATURE �X- REGISTERED I Y/ N I FEE CURRENT IY/N Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$5000) ** Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable,deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03 OWNER OR AGENT CONTRALTO ubscribed and orn to(or affirmed)before rn is ' Subscribed an rn Llegir a Irm d)b f e me this I i AnMu�t-24 tL o t I t c C F . C m Who is areiLersonall�v known to or as/have produced Who is/ e personally known to me or a have produced a dentification. as identification. Notary Public Notary Public Comntsio7lo. C mis ion No. Name of Notary typed,printed o Name of Notary typed,printed or stamped .�Y°°�, JOHNA M.PEREZ o4Y"�� JOHNAM.PEREZ ^ Y COMMISSION is DD440861 � uaa EXPIRES:September 03,2009 / Ml'COMMISSIO »DD440861 �`OF RAP Ft.Notary Discount Assoc.CO. aj.�Y�7,o` EXPIRES:September 03,2009 1-8110-3-NOTARY '°��F,oQ' 1-8110-7-NOTARY Ft.Notary Discount Aas0C. o. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: C4/)C© (f)'zSIc "23 Date Received: /2- 9-v 8 Site: 6 5(Z c '/? f/ & V ) Permit Type: QYl /%*cS Approved w/no comments' Approved w/the below comments: ❑ Denied w/the below comments: ❑ 7ep2�. This comment sheet shall be kept with the permit and/or plans. / %21 ____________ BilYBurgessuilding Official Date Contractor and/or Homeowner (Required when comments are present) CITY OF / / / / BUILDING ZEPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTION LADDRESS DATE PERMIT�, �� ( ���� C Zu THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. S`1 cr YL �- -- r bvIt J- �tL t I� '— çyui erg Ala- T )3�t SSG It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30 AM-4:30 PM MON.-FRI. INSPECTOR________________________________ CITY OF / / / / BUILDING ZEPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTION ADDRESS ;�� ATE PERMIT# FZ � 1J . / �2 1 THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be mode before the job will be accepted.La3-r [- 44 [) 5r24i Jc*L L ,,,, II ! U . It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. r� OFFICE HOURS 7:30 AM-4:30 PM MON INSPECTOR.-FRI. TRANSACTION REPORT P . 01/01 FEB/ 12/2008/TUE 11 : 14 AM FAX ( TX) # DATE START T. RECEIVER COM.TIME PAGE TYPE/NOTE FILE 01 FEB/12 11 : 14AM 817275324,848 00015 1 OK SG3 8239 CITY OF / / / / BUILDING ZEPHYRHILLSN OT I C E DEPARTMENT OF ADDITION OR CORRECTION • - ADDRISS DATE PERIWT f L ($12 & L If2 THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. of 1 )CT S & — IW /e Ui'n1 F)LM' boIt Jr -' 1) i -gyp-- T t It ie unlawful for any Carpenter,Contractor,euuder,or other persons,t0 AFTER CORRECTIONS ARE MADE CALL cover or cauea'to be aovarod,any part of the vrork vAth hoorin0,lath,earth 780-0020 FOR RE-INSPECTION or other material,until the proper Inspector has had ample*m to approve the Inelelletlon- OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR P . 01 /01 TRANSACTION REPORT AUG/28/2007/TUE 11 : 19 AM FAX (TX) # DATE START T. RECEIVER COM.TIME PAGE TYPE/NOTE FILE 01 AUG/28 11: 18AM 92429014 0:00: 45 3 OK SG3 7379 1 hi11s: ``"""```` City'of Zephyr' : , :.:: .�..•�;".:I ''�""✓'i�Ji57is:''o">�,G:...,1�;r�; iii``:...............::•�ti;:: ::�.•::::::......... ..,,. ............ Phone: (813)=780-0020 Fax: (813)-780-0021 •'i'ia ' y�. TO: - Renee- -- FROM: Jackie FAX#:813-242-9014 FAX#: #OF PAGES including cover sheet:3 DATE:8-27-08 MESSAGE: For your viewing I have attached the fee sheet showing fees due for permitting and the permit application that need subs signatures. Thanks Jackie(813-780-0020 ext#3513) , , , i I f , ,, 'i ', , , 1 .1 ___ -------------------------------- - ----- -------------- P . 01/01 TRANSACTION REPORT AUG/28/2007/TUE 11 : 47 AM FAX( TX) # DATE START 1 . RECEIVER COM.TIME PAGE TYPE/NOTE FILE 01 AUG/28 11:46AM 92429014 0:00:34 2 OK SG3 7380 .......... City of Zephyrlls: Building Department y+:aY�^i4as�.. ;`a. ....................�:u ans r..:....,,..,........... !uIIF14/4\I\ Phone:-(813)=780-0020 Fax: (813)-780-0021 : . >HI. FROM: Jackie TO: Renee • FAX#:813-242-9014 FAX#: DATE:8-27-08 #OF PAGES including cover sheet: 3 MESSAGE: I For your viewing I have attached the fee sheet showing fees due for permitting and the permit application that need subs signatures. Thanks Jackie(813780-0020 ext#3513) do �-r f -----------_----------------------._------------------------------ City of Zephyrhills: Building Department Phone: (813)-780-0020 Fax: (813)-780-0021 ------------------------------------------------------------------, TO: Renee FROM: Jackie E E = FAX#:813-242-9014 FAX#: 1 I DATE-&-27-Q8 &2 -c #OF PAGES including cover sheet: 3 t I I r MESSAGE: For your viewing I have attached the fee sheet showing fees due for permitting and the permit application that need subs signatures. Thanks Jackie (813-780-0020 ext#3513) r I r I r I P . 01 /01 TRANSACTION REPORT OCT/03/2007/WED 11 : 46 AM FAX (TX) # DATE START T. RECEIVER COM.TIME PAGE TYPE/NOTE FILE 01 .OCT/03. 11: 45AN! 92429014 0:00: 41 3 I OK SG,3I7614I City of.Zephyrbills: _:: ' .Building Department ��� ::: Phone: (813)-780-0020 Fax: (813)-780-0021 `+`' T S`tr TO: Renee^^_________________________________FROM: Jackie -r � FAX#:813-242-9014 FAX#: i DATE:10-2-08 #OF.PAGES including cover sheet: 3 MESSAGE: Attached for your viewing the results from the traffic study review . I did email you the amount of the cost for this study this cost will be input into your permit cost which is not showing on the fee sheet but it go up under our fee for administration cost.Also a new copy of the fee sheet showing change in the cost of Transportation Impact Fee. Thank you for faxing over the subs. The mechanical contractor is not registered with us we need for him to register his company and Guy's diversified need to fax over their Business Tax Receipt which use to be called Occupational license.Finally we are on our way. Thanks Jackie • r � � s t � -------------------------------•-------- �-----------_------' P . 01/01 TRANSACTION REPORT AUG/ 30/2007/THU 03 : 22 PM FAX ( TX) # DATE 'START 2: RECEIVER C0M.TIME PAGE TYPE/NOTE FILE 01 AUG/30 03:21PM 96201542 0:01:26 6 OK SG3 7404 nom. �CCi =of:Zephyr ;:_ :Phone: (81.3)780-0020 Pax:. (813)-780-0021• i 'I'O:-- David----1 ---------- _-__.._____- FROM:Bill Burgess FAX#:813-620-t54 FAX#: i DATE'a=2EU 2. (� #OF PACES including cover sheet:6 = $ 43l �.. MESSAGE: Please review attachment for study of traffic. Thank you Bill Burgess • i . I ' i-------- -- --. -------- - ---�---- --------------� P . 01 /01 TRANSACTION REPORT AUG/29/2007/WED 03 : 51 PM FAX (TX) # DATE START T. RECEIVER COM.TIME PAGE TYPE/NOTE FILE 01 AUG/29 03:49PM 96201545 0:02:23 6 OK ECM 7390 (Cit- :of,Zep y'hills• {= is � ;. ie+"41 ................ f .', ?yi ............... , Building Departmentr; � Phone: (813)-780-0020 Fax: (813)-780-0021 yaw. y[YFF t .� w -.-.-----------.-w.-. -���r.-ww-•-•-.-.7-• - .----w---.--�--- ..www, TO: r David Trofuel • •FROM: Bill Burgess t ' FAX#:813-620_1545 FAX#: DATE:8-28-08 ' #OF PAGES including cover sheet:6 1 ' 1 1 MESSAGE: 1 1 Please review attachment for study of traffic. 1 , Thank.you Bill Burgess 1 1 1 1 1 1 1 1 1 i , 1 i ( 1 1 . 1 i ( 1 1 1 1 t 1 1 . • I 1 6512 GALL BLVD-DUNKIN DONUTS DRIVE THRU CAPCO CONSTRUCTION SVC SQ. FEET PRICE MAIN OR LIVING: 664 $ 108.26 OTHER AREA UNDER ROOF: - $ 91.00 OTHER: - $ - VALUATION $ 71,884.64 FEE SHEET $ 368.00 ADDRESS DRIVEWAY BUILDING: $ 375.36 ELECTRICAL: $ 82.80 PLUMBING: $ 55.20 MECHANICAL: $ 38.64 SUB-TOTAL $ 552.00 RADON: $ 6.64 TOTAL $ 558.64 SEWER: N/A WATER: N/A IRRIGATION: $ - N/A TOTAL: $ - WATER METER:I$ 220.00 1-3/4' IRRIGATION METERI$ - FIRE DEPARTMENT FEES PLANS TOTAL: $ 25.38 INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ 25.38 PUBLIC SAFETY IMPACT FEES POLICE $ 1,082.32 FIRE $ 1,162.00 5% $ 112.22 TOTAL: S 2,356.54 SUB-TOTAL $ 3,160.56 PARK IMPACT FEES $ - N/A SIPS: $ - N/A 100.0% $ - 1.0% $ - TOTAL: $ - T I F S: $ 10,346.50 99% $ 10,243.04 1% $ 103.47 TOTAL: $ 13,507.06 ATE(MMIDDIYY) ;. ACORDMTIF1" F L > R> E D08/22/08 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION • ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE FEDERATED MUTUAL INSURANCE COMPANY HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Home Office: P.O. Box 328 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Owatonna, MN 55060 COMPANIES AFFORDING COVERAGE Phone: 1-888-333-4949 • COMPANY FEDERATED MUTUAL INSURANCE COMPANY OR Home Office: Owatonna, MN 55060 A FEDERATED SERVICE INSURANCE COMPANY INSURED 042-511-6 COMPANY CAPCO CONSTRUCTION SERVICES INC B PO BOX 5238 TAMPA FL 33675 COMPANY C COMPANY D CQVERA S THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE(MM/DD/YY) DATE(MMIDD/YY) GENERAL LIABILITY GENERAL AGGREGATE $ 2,000,000 X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGO $ 2,000,000 A CLAIMS MADE X❑ OCCUR 065974 06/21/08 06/21/09 PERSONAL&ADV INJURY $ 1,000,000 OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $ 1,000,000 FIRE DAMAGE(Any one fire) S 100,000 MED EXP(Any one person) S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 ANY AUTO ALL OWNED AUTOS BODILY INJURY A SCHEDULED AUTOS 065974 06/21/08 06/21/09 (Per person) $ X HIRED AUTOS BODILY INJURY (Per accident) $ X NON-OWNED AUTOS PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT S AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $10,000,000 A X UMBRELLA FORM 065975 06/21/08 06/21/09 AGGREGATE $10,000 000 OTHER THAN UMBRELLA FORM $ WORKERS COMPENSATION AND ORV LIMITS I OER EMPLOYERS'LIABILITY EL EACH ACCIDENT $ THE PROPRIETOR/ ri INCL EL DISEASE-POLICY LIMIT $ PARTNERS/EXECUTIVE OFFICERS ARE: EXCL EL DISEASE-EA EMPLOYEE $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS RICK MCGIMSEY CGC 1506522 GERT1FIG1ATE UOLDEF# CANCELLATION ...... 0425116 CITY OF ZEPHYRHILLS 111 SHOULD ANY OF THE ABOVE DESCRIBED POIJCIES BE CANCELLED BEFORE THE BUILDING DEPT EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 5335 8TH ST DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, ZEPHYRHILLS FL 33542 BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMP,A '. ITS AG TS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIV .........................................................................................................................................................:....:....:.:.:::::::.::...�:::::::::.�:::.:�:::::::::PRSI .::::::::::::::::::::::::::.::::::::::::::::::.�::::::.::..�:::::::::: 4ltr#?IC ?Ii!Q IATtlf::::E988 Cert Acct: 042-511-6 111 CITY OF ZEPHYRHILLS BUILDING DEPT 5335 8TH ST ZEPHYRHILLS FL 33542 ,/08/2008 at 10:31 : 34 - from - to 813 780 0021 p1/1 AUG-22-2008 FRI 09:46 AM FEDERATED CPU FAX NO, 15074658806 P. 02/08 DATE IMMIDO?YYI •��;3 :�z' 3s '� 08/22/08 RD h. �. '' ` '" THIS CERTIFICATE is ISSUED AS A MATTER OF INFORMATION sl,•14r:"AiCOR to J /:D�s�. ':. .J•�' r .RDDucat ONLY AND CDNPERB NO RIGHTS UPON THE CERTIFICATE FEDERATED MUTUAL.INSURANCE COMPANY HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Home Office.P.O.Box 328 Phone: 1-888-333.494 COMP I MLFL R,Dlnl co RF1GE Pnna,MN 55060 COMPANY FEDERATED MUTUAL INSURANCE COMPANY OR 9 A FEDERATED SERVICE INSURANCE COMPANY Home Office:Owatonna,MN 55080 �z 5116 COMPANY CAPCO CONSTRUCTION SERVICES ING a ^_ P O BOX 5238 COMPANY TAMPA FL 33675 C COMPANY �3 "'` 'J f, POLICY PERIOD THIS 1S TO CERTIFY THAT THE POLICIES OF INSURANCE LSTE,BELOW HAVE 6EGN I55UEO TO THE INSURED NAMED pBOV� INDICATED,NOTWtThSTANDING ANY OMAYEPERTAMMI,11.16 INSURANCENAFFQRD6O B THE PfLIICIES DESCRIBED HEREIN S SU6JCCTACT OR OThER DOCUMENT WITh PTO ALL WHICH TERMS. CERTIFICATE MAY EXCLUSIONS AND CONDITIONS OP SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN RL'puCEO 6Y PAID CLAIM i UMITRi II IDY eIII IVE POLICY PORATION CO TYPE OF INSURANCE PONCY NUMBER DATEINIeIODm) DAT60aIN1007Yr1 LTR GENERAL AOOREGAYk / 2 0 On./0�0 GENERAL LIABILITY pRODucTS___•COMNor AGG 1 2 Q00 X COMMERCIALOENERALL•IIABILITY O6I21/08 08/21/O9 PERDONATADVINJURY 4 r A J CLAIMS MADE 1 J OCCUR 085974 EACH OCCURRENCE 1 1 �0 0 0 — pWNFA S.d CONTRACTOR1 PROP PIKE DAMAGE IARY unoik+) 4 100.000 MCDEXPIA!Y0MP1t I I COMIIIIED GNGU1 UM17 1 1,000,000 AUTDMOIIU LIABILITY ._ ANY AUTO BODILY INJURY ALL OWNED AUTOS 015/21/08 06/21/09 IPa w.ron) A ~_ SCHEDULED AUTOS 065974 '- BODILY INJURY X HIRED AUTOS IPa rroteonH _�— X NON-OWNED AUTOS PROPERTY OAMAG*_ AUTO ONLY_ EAR ACCIDENT 1 GARA0E LIABILITY OTH°R THAN AUTO ONLY;^'.''.:; ANY AUTO EACH ACCIDENT a AGGREGATF 4 EACH DCCU T,.9= 410 0,_00.000 EXCESS us LMO LITY 08121/08 06/21/09 AOORkO�rE 11000.000 A X UMHRBLLA FORM 0f55�J7b �— OTHER TI-IAN UMDREU.A FORM C AYU• 0 H•";;:{<':C: .'':.;::a^'•i:f j WORKWS COMPENSATION AND EL EACH ACCIDENT 1 — BMPIAYFRS•LIAOIUTY EL AI •PDuc__ TTIE PROPRIETOR! INCL FI DISEASE•OA kM60YEE PARTNERa1KxECUYNE EXCL OFFICERS ARE: OTHiI DESCRIPTION OP OPERATION5A OCATIONSNEHICLESISPRCUU.IYEMS PICKMCGIMOEY COOISI ... '!o; M�G�M'3:L.'' nw ... t .i1oy.� :,' <!.r• :j�!a: ...S. •.'vl.'YAw•:w .•b:I"�i'!. Fw{Y+�' W25115 CITY OF ZEPHYRHILLS 111 SHDVW ANY OF THE ABOVE DKECRRiD PCUCIEO RE CANOEUEc BEFORE THE EXPHIAIION DATE T11�IEDF. THE ISSNNG COMPANY WILL ENDEAVOR TO NAIL BUILDING DEPT 1.O-DAYS WRITTBd NOTICE TO THE CERTNCATE HOLDER NAMID TO THE DEFY. 5335 8TH ST BUT FAIU III TO MARL BUCII NOTICE SNAIL IMPOSE NO OBLIGATION OR LIABLLITY ZEPHYRHILLS FL 33542 OF ANY KIND LIDO$ Till COMP . ITS AO T5 OR RRPRE5I ITA W . AUTIIORgSD REPRIS ENTATIV ;:h(J 2'��,^ 'Y! ^y:'J.{vipl•' 'X?r:' '` :..« .•:x'�'•'`iAii'n� City of Zephyrhills: Building Department Y Phone: (813)-780-0020 Fax: (813)-780-0021 ------------------------------------------------------------------t TO: David Trofuel FROM: Bill Burgess FAX#:813-620-'r5545- FAX#: DATE: =28:TJ ç 1 ZQ j 0' #OF PAGES including cover sheet:6 ! t i t MESSAGE: t i Please review attachment for study of traffic. t E t t 61O i t I t t f ! t i t t r t E t ! t ! t [ i ! 1 ! 3 t i ! E ! i AUG/20/2007/MON 01 :09 PM ZEPIIYRHILLS BUILDING FAX N , 313-780-0021 P. 001/001 rraz�lcaE-ocan�nv�N E WNT es S ed ` =d-i o r O2, S P S b u j llilli VIII 11111 11111�liii VIII 11111 VIII 11111111111111 liii 21° Pe itNo. _— 2008121519 2\ '- S } QQ QS co CCU n}`y i Property Idennfl ation).To.,02--2D— 21 "C)(D �F=C&CC —C C) O_ L> G( PG [th THE I3N•DERSIGNED hereby give informs you that the improvement will he made to certain real property,and in accordance with : ,r\ q r Section 713.13 of thr Florida Statutes,`the following information isprovided in this NOTICE OF COT . 1 DeSGription of property(legal descriptiarr:) CO rJ(2c2t 'E 'i d• Z C �'1V psi F1 3 3� a)•Street Address:. -- 2 General description of inmprovcments: •222 s F• cxc( Ltti DYE _ o�oN CO . -. - . . - gym.. 3.Owner Motmatsori $3 2.f • E th +4-V2.• ,-► a)Name'and'address: i TYie Roc1iarrtGrup r Lt-C: Ta m p a L 3 3°(PO a 19 m o b)Name and address of fee simple titleholder(if other than owner) N IA' c).Triterest iriproperty iYl ey 4 Contractor Information L 1 2O E /4 Qre ri a)Name and address: eXV I KLC•' Fri '?S �,OS .yt� doh ce5 t '�"?- b)Telephone No.: ; 3. 32•3 cQ l't Fax No:(Opt) 91 2.42 9b19 5,Surety lnforc�natinn _ • . . a)Name and address: JQ(P 0 m� b)Amount of Bond: _ `c m c)Telephone No.: Fax No.(Opt.)' 6.Leuder : . a)Name and address:. N I.A' Phone No. _ . 7.Identity of person within the State of Plorida.desiguated by owner upon whom notices or other•documents may served: a)Name and addressJp 20 E A T1p 1- L3(a05 b}Telephone No.t Ql 3: a 41.1413 1 _ Fax No.(Opt)_ •' .. . in addition to himself owner designates the following person to receive a copy of the laienar'S Nbtlee as provided us Section • 713.13(i)(b);Florida Stafrtas: lam E.• kchnedy Blvd a)gameandaddress:;loh J.enn 'eti 3100 Bonaof/uteriea #Irxzp, Tampa, FL 33(02.. -b)Telephone No. $L 3. 2-21.31D0 •Fax•No.,(Opt.) • 9.Expiration data ofNgrice of Commencement the expiratio date is one year from the date or'recarding.unless a different datc.as specified): f•1F.IA USt' 2.O 2OO`1 WARNING TO OWNER: ANY'PAYMENTS-MADE BY TEE-OWNERAFI'ER THE EXPIRATXON.OF THE NOTICE OF COMMENCEMENT.ARE CONSIDERED IMPROPER PAYMENTS UNDER'CHAPTER 713,TART X,SECTION 713.13,.. • LOW DA STATUTES,AND CAN RESULT IN YOUR PAYfl tO TWICE•FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE O3?'COMMENCEMENT MUST BE RECORDED'AND-POSY'ED ON THR JOB SITE BEFORE T lE FIRST• • • 'INSPECTION.rF YOU-INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDDING.YO17 NOTICE OF COTANIENCEMENT. _ • . STATE OR FLORIDA �•: ' COt1N V OF PASGO Signature of Q wrr or Owner's O cci/PircatadPa 1=A4megar t-rank' .D• "P►�tzino PrintName;, "The foregoing instrument was acknowledged before me this' 1 dry of Pc.A 11.1 st 2S? 1rCGt I -D• CAL 1' Ir1Q as a -t Q e r be.r (type of autlaurity, .g. cer;tt'ustee,attorie3' • in.fact)for . e: f'iai+ Group F -. (name of party on behalpla ,t canted). Personally Known ✓. ORProduced Ident cation Notary Signature ype of Identifieanon Produced_ Name(print) P r C' 2-- • Verification ptusuaut to Section'92.525,'Florida Statutes.Under penalties of perjury,I docla're,that I bava read the foregoing and that the facts stated it:is are true o and befief. JQHrTA M.PEi2Ez • MY C0`4MFSSI0N i)D44086,1 O EXPIRES:September 03.2009 Signau,re ofNauunl Fersou Slii.n AEbovo Forunsmoc,va oo7 ' OF P F:n.,r y o;sca n Aso .co. -3-NOT.4iCY 08/ • AS C0UoNT�f CLERK 1-S1q OR BK 4168CO1PG 89 STATE OF FLORIDA COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE;WITNESS MY HAND AND QFFICIAL SEAL THIS, DAY OF a2 JED PI AN,CI.ERK OF CIRCUIT COURT BY DEPUTY CLERK P . 01 /01 TRANSACTION REPORT AUG/29/2007/WED 11 : 03 AM FAX( TX) # DATE START T. RECEIVER COM.TIME PAGE TYPE/NOTE FILE 01 AUG/29 11 :03AM 92429014 0:00: 35 2 OK SG3 7386 -City ofZephyrhi1ls: "" Building Department Phone: (813)-780-0020 Fax: (813)-780=0021 ` Tilt. TO:' Renee FROM:Jackie FAX#:813-242-9014 FAX#: DATE827O8 5Z 8-09 . #OF PAGES including cover sheet: 3 MESSAGE: For your viewing I have attached the fee sheet showing fees due for permitting and the permit application that need subs signatures. Thanks Jackie(813-780-0020 ext#3513) , r ' d ,.. ,Y.olew do 36�J !I- b. ------------------------------- -- --------------------- ------ Sent 02/10/2008 at 11 : 18 : 07 — from — to 813 780 0021 p3/4 09/05/2008 10:08 FAX 1002/002 09/84/2808 11:6 7275354905 NCA CCINSLLTANTS PAGE 02/02 Sent 28/08/2008 at 0835;07 -- from -- to 7275354800 p212 AUG/28M007/T1 i r:18 A pri aia il1LDU ?Ax Nt 613-780-002! P.003 e+aaaoso� �ip�tiAph,Yr'AM� Jlppllolflop� '��1�'>�/ ria;ats.�o42�. . m €r- to $ _ .tea awn. MrndTh qanF ou2. t-LC, 1o.m«r alroy►Nu�ab r g1�s_ *WONAaaw I{ 2o kvPL "`�wiro wuan4. 1 har.ye.YMww�dwrM _. - eaow;se$ 1asr2. Cali C3%q : 2pwflR.. 33Z I LOT LI ivaarm.w.► 1_. .w wuwow.w� 0 'Z Is-• f- 001 A- 0�Qt3L3` 001 rr MNrra.up++n•wooYlr�.enq rM01wK111G MW DG1a11S A00AY.T well wile 4 QIatM(Sil rRDPOSlIb u6E .PR o Q p1$K TYMM Or 0PN (� IgACK J P'A4 W .`Q •oitl�il anu •+'arwauc �dd1"k'10 C MU LUM ' 60/a01•Ao1E NOME MI _ �'1°m'° $� abOp vuwir;owapraw.mu;ruot>ra� e�ec�acM, I. Lco AP 'A°& CI ►+8oaRas8 v EJ wasc Ftwaar+c °t.o J fib, .ij j t MRrx ��-- .--ys. Q �* C1 B urr D ett . S� 1 . otw+ 61N+�t@DPlooRatvMIcpJFAia �, i fKA00ZaNEAtiE11 j Ygs s r fra co gt7YuCtton Sexrt1wi 'A i1NiAWM eas W~w r N Andrea. lb2e . . wl _ _ t:wr.r CCwG o(s aarMkv __ R�wlarld �f cc#-ri . ,., wsa. eH AMI11U Janos a etolgMwY [ swexsed `� �lNAtifKR aaanuws A+«� ua.e..----. —I - J-' -. - Rai tw. aw.ai Fr tswr w (1}Vtdr,%W a.O.WParwWMW )+ awe8.rwwneawft RswWOWMhoonmuoda� aaeewwrMa�rsraaRc e.u�.awwe. I{ �...JM )1 i�.wMr.■MtNI..�M+.IIMr�=�.:.;.ti:G:..a MiAMb Sent 02/10/2008 at 11 : 18: 27 - from - to 813 780 0021 p4/4 09/04/2008 14:40 FAX, 8639667628 euy's_Diversified_Inc. I001/00i ent 27/0©/2008 at j,337 .36 - from - to 88396576281p2/2 AUG/2H/2UU' ZUs I :I AM i„EPHIRHILLS BUILDINC PNe No, 63-78 -U)2 I P. QD; R13.78G•0U2 GUY of Zephyrhills PermitAppllcaElonH- ' 4'/ Fax-Rts 7no-ooze Eutldiley Oeparlmenl _ I Date Racaltred r o Phone Co unt fill Pon"fl, �� `J Ll tltltcalVil ►9ai a $ owner's N$aia d' b+ G r o L&PI 'LC Phone Number {.5 .2J+ 1.41LJ Owner'a Addfsor I Zd 11 f 1 Y c• r ml +ner f'llnne Number , twa9lrnpls Tidewholdnr Nt me G iYl C Q �?W 11�,1r' 4nvr Pl onv Numbs i _ J Fus Simple 1-Glelruldor Addras; __ JOd4DD1 SS la�Ji (?Giti {y( riith?I1 3��� 4 4.OTf EJ SUBDIVISION PARCL'L IDA 0 Z 249- 1- QQ�/, - �' IcT QQ I U IUaraNeo Pnuu nnoFERTIF TAx a�ncy WORKPROFQSED NEWCONSTR g AODIALT I $;ON [J MOVE 1.,._I DEMOLISH INST/LLL ��+ RGPAIR PROPO$61]U5E L._.J $FR L J COMM Q Om; . •--__ TYPE OF CONSTRUCTION Qp BLOCK I�}••� t±'YEBI. p • J7'Hta ��M"__� QG60RIPTION OF WDf1IC '` �i - o Yl o$ V uriy 1 Ii to iu' d►"iVjtYU ro9ZriiS rk U1401NG sloe 2.iC J SU rODTAGIe , o ¢ HEIGHT ��� GNI' Ilawm�sannv I I Y+6IWAAYYIIw fNM;aY�u,u.-�uuu,i: ' 9UILGINi! s VALUATION l7f T.oTi.L CmM8TRUO7WN 6LL'C.TRICA1. O D O AMP SRRVICE Q i pROGRE$>;i:NNltti'i , PLUMBING S r MECHANICAL is (a Q VALUATION OF MECHANICAL PI51'ALLAT 0l G.A8 ROOFING [_J SPECIALTY OTHER 6 FIVISMED FLOOR BL2VATIONI: Pt,QQD ZONE AREA IYrIkIpINIIIHIWANgY1110WAllllrgl�RllyldMNmlMft�'149AilIN9i61NIttR1(i1Wt+R9tl11gLM1IIXlle9p p1MUdIAlYI1PNlllrot Itp1AN19r�YNuIMIIA+IIMR NUU.DER +C COMPANY C Co C4D`CI to t'(ot1 Serlrt�ce�, In . SIONATURi; A R&Q979AED PEti CURRcNT Y' N Auureec.l t32� •� t. Q1Y1p�ti `L :(ctneon Gr G I�ARo_22� . SLGCTRIOIAN COMPANY R.bwland E{i'C,'r r L SIONATUAC � _ o 1 FEGCURMKT 'iii Atldfsa e -___, ._1— ,-_ I Lioenee M f PLUMBER [_ COMbAN\' Tte.F -t rend lum{ Pber LLC 6lO UATUitli (il6ltsYt,lPp J_YIN SE CuFR6Rr I N Addfea6 N1ChL COMPANY N t14 Cor15 u{'�Q,r r r O Y O11 �� SIAMATURF —�._—..�.��. V�w.r.. MOHA R6dISTCRCD TI/_N rtc aNrtil'NT Y/N Addncs _j LicenWk f..w OTl1ER COMPANY 5 111GYS�1 t e� 8 t r� SIGN.TURe C I -Jr cyst J 1 REGISTERED LXN I �j •'�"'' kddraLv Cry h1+sli. Fdl Imo,�� iQ�! ; ci ! NCWB M C _4 O l I SJ kI+SIUN'ffAL Atlesh(a)p►et f'IRns;(2).■le w 6uildtnp Plea.:(I)cel er tinerpy Ierrn: D rmII ftxncw condtrudon, MinWuu:n Ion t1Q)yforJCnp asye ater w MTdtt*I u Ie. 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[�ryBg Aar • 4 2O B,9 '"1►t.Y r4 by^f L 3 �ib�� Uk rtr.r rC TJ �Ct�MPA6Y ,....- 31ttIVA�Wt __ � ,— ! 1:aL7Mr0 ftl(!cUV.Ml � aadmu u�op„A $IWJ tr a�wtgv i r'i 4ndjS P l um LL C QMq'ne�Gl L Y.LN.J rCGOWl�6 Yi 1 M!'tlH0410A1t — ry� Ct MiX/MfiT !IC,rrr3Yt�iu .—_ !i! p--_....;�� BMfjAY(/f t__� er.,= '-- �. . l ••••r OIIAT'J7@' -- _ C+a11PMrY s.......,yL ��^ -....�.r...... � r �..-� -....._.._........�.-..� >c„2��Yii7 tii>5 lL7111F.Irr �...�-. ,�, llvwtw� r ^' 9 iet80WIAL AI-Ai1i)11101 l0.t�Iw000f ri alwt t a i r,i1.rotd„ac+¢yFmtw;".W Ptt' !fernswt0:nW4Tw1, MWMW,,1en j01 worlmm ears miler eUDn'I dt.R.au arwl.t tlonaa rtn pram mettn�eter plr.,�r✓sH FM htv Inuruca, *__t__ , __.l:*_ ,t. ..*. :.W U uY e.v a 4..w.w.q,•.s•r ua n• r - City of Zephyrhills: Building Department Phone: (813)-780-0020 , Fax: (813)-780-0021 FAX#:813-242-9014 FAX#: DATE:10-2-08 #OF PAGES including cover sheet: 3 3 € 9 € % 1 MESSAGE: Attached for your viewing the results from the traffic study review . I did email you the amount of the cost for this study this cost will be input into your permit cost which is not showing on the fee sheet but it go up under our fee for administration cost. Also a new copy of the fee sheet showing change in the cost of Transportation Impact Fee. Thank you for faxing over the subs. The mechanical contractor is not registered with us we need for him to register his company and Guy's diversified need to fax over their Business Tax Receipt which use to be called Occupational license . Finally we are on our way. % E S E E % Thanks Jackie % € E % E % % € E ' % € 4 % r € % € E € C € % € E € 10/03/2008 14:44 FAX Z 002/002 RECEIVED AUG 2.2 2008 CITY OF LARGO,FL BOOZ 9 Z 9flb 03 A 13338 2008-2009 APPLICATION FOR RENEWAL Local Business Tax Receipt PREVIOUS YEAR FILE# 2008005150 Business Name and Mailing Address: DBA,Physical Address,Owner,Phone: HUNTER VENTILATION AND AIR CONDITIONING,INC. HUNTER VENTILATION AND AIR CONDITIONING,INC. B V HUNTER 6291 147TH AVE N 6295 147TH AVE N CLEARWATER,FL 33760- CLEARWATER,FL 33760-2305 BRADFORD V.HUNTER 727-532-4822 Classi5cation: SIC No. Sq.Ft. Qty. NC CONTRACTOR CLASS B 1711 PAY THIS AMOUNT CQNTRACTORS PLEASE SEND PROPER DOCUMENTATION AYE Ott 10%Ptanttlty Nov.15%Penakv fl .20%Pennlev. Jan.25%Pewakv+525O* 100.00 110.00 115.00 120.00 125.00+250-375.00 then $ jfo; INSTRUCTIONS We ere presently renewing for the time period from October I dreugl< Scptmbir.30th, for the yew indiatned .bove, Please return ENTIR SIGNED RENEWAL Application with remittance be if applicable or Processing will be delayed. Peual6ea apply If payment received after October 1.•• Make any other necessary changes or mrraaaiwyy e.g.name,addreee,on the face of the renewal notice.If no fee shown,pay amount under"other", All itdepeudent oontraetora will be leaned their own receipt. If your bnsinen or profession requires the inamce of a license or registration by any State Agency, that Beaune must be presented prior to the lenience of a badness tax or togisaatim. C(I MACTOR.S ANDOTRIR APCSArRATIONS If your office address le not in our city llmlts, than we no penalties for not renewing by October let the fee ehowo under'other is applicable throughout the you. However if you tee preeehdy working in the city liana said your wpnwadt bra not been updaird it may result in a amp wink order. C ntractote please inclose a copy of both your RENEWED competency end/or registration from the STATE and the PCCLB as It applies to your occupdm for the time period and year described above. Also a copy of your RENEWED local ju iedietion business tax, if applicable. No fee registr lions m.y be fated to the number shown below. OIITOFBTISINLS.S.MOVING.. f.TNC If your bueioaa is so longer in operation,you have moved your bualaas out of Large, sold your business or rental property, it is very:impostaut that you return the ten.rwter+io.witlh rAi infperthanina so that we cpa.afivatuw re000daeaeo►dinly .Tfyrfueold.yolrrbo ft cal,g•a;• j55 5$5 In order to expedttc the peoecmlig of your paperwork plena okay by total.Make cluck payable to the City of Largo.Banners Hours:B;00 am to 400 pm,M-P. g00.,,,to 3:00pm Wednesday. PHYSICAL ADDRESS MATLTNG ADDRESS SAny bopnew that doer not pry the mquitedkasums to covered by F.S.205 within 150 201 HIGHLAND AVE PO BOX 2% days after initial notice of ax due is=%M to civil settee,and peealtiva,indediag cent COMMUNITY DEVELOPMENT LARGO,FL 33779.02% costs,mama fees and administrative cope and a penehy ofap to$250. (727)926.7499 X7206 FAX:727.587.6765 I AFFIRM 77TAT TIRS APPLICATION IS MADE FOR THIS BUSINESS OR PROFt,SSION Plewe indicam number of o nployeas,full or P.T. INDICATED HEREON AND IS TRUE AND CORRECT. (employment amnher used solely for marnuie develop moot mmitating and not used to determine fee.) Emtrgmoy Contact Pbme 0 .._ DATE STGNATURP.OF APPLICANT El IF NO IiGHR IK BM33111SS SEE IN8TRl=IORIS ABOVE. CHECK BOX AT LEFT AND ASTt1BN. RENEW2009004771 CDPR3026R.RPT 10/03/2008 14:56 FAX Ij001/001 VW.V",, w ,. r.a: SANK CAS 'HUNTER VENTILATION PD AIR COWITIONI1NC 22op:BELLEAIR ROAD 629514TTH AVENUE NORTH CL15,A WATERY FL 3378'4 10111 Q� CLF.ARWATER FL 33760 63 27�63t PHONE:(727)532-HVAC FAX:(727).532'4846 y �1:•y , •:"'°`.... .M,. A 1 Yr.., Lr �°+ •"1'10 Q1,1 'A ozw City of Largo One Hundred Ten and 00/100 , DO1S City ots Largo Occupational Licenses P.O. Box 296 4/ .AIS Largo.FL 33779-0296 ' '.�' NtEsao occupational Licensa eEcuR n•002880" 1:06 3 LOO 2 7 71: 00 36 7O 7 3 3 5 2611' 2880 HUNTER�( NI�A►7oON AND AIR CONDITIONIN ,:11!1C- 1011/2008 110.00 ..�1.5. - t •r R ' • o F' •4 x- i1E:B ..r. . ,. Bank oY 2880 HUNTER gNoTJj-ATIO N AND AIR CONDITIONING,INC. 10/1/2008 110.00 110.00 Bank of America-Op Occupational License 10/03/2008 14:44 FAX 2001/002 Hunter Ventilation and Air Conditioning. Inc. 6295 147th Avenue North.Clearwater, Florida 33760 Phone: 727-532-HVAC(4822) Fax: 727-532-4848 � WAC _; E-MAIL:hvacinc@verizon.net �9 �[C Faesimile Transmittal Date: /D-1 -0 From To: Company: c . F Number: 3 r 7d 3�OtW Phone Number: 9I3 -tM— Re: Pages including this sheet: URGENT FOR REVIEW PLEASE COMMENT REPLY Notes/Comments: Zephyrhills Fire Rescue 6907 Dairy Road,Zephyrhills,FL 33542 Fire Marshal Bus(813)780-0041 Kerry Barnett Fax(813)780-0044 Plan Review#: 08-100 Project: Dunkin Donuts Addition to Radiant Store No. of pages with Plan: 18 August 26,2008 I have reviewed and approved the new addition located at 6512 Gall Blvd provided the following comments are met. A letter,stating these items will be met, can be sent back to the Fire Marshal's office to complete the approval process. Without this letter no final inspection will be given. Please contact me if you have any additional questions with regards to my comments. 1. There shall be no storage within 36"of the electric panels. 2. A separate plan and permit is required for the installation of the heat removal hoods by the installing contractor. Sheet M-1 can be submitted for this permitting process. 3. The exhaust fan shall be hinged when those plans are submitted for the heat removal hoods. 4. Install a certified fire extinguisher within the newly constructed area. 5. Ensure walk-in cooler and freezer have escape handles on them so occupant can not be locked inside. 6. No food can be cooked that produces a grease laden vapor without having a hood suppression system. No suppression system is required at this time,however, should food be found that produces a grease laden vapor,hoods will be changed out to a grease hood with suppression. 7. Provide duct detectors with test switches as stated on sheet M-1. 8. Install an emergency light in the newly constructed area. Preferably in the room where the drive through window is located. 9. Seating area requires 15 sq ft per person of useable space. Be sure the seating shown meets that requirement. 10. Copy of test and balance report required by Fire Marshal at time of building final. 2 Inspections Rcquired 1. Building Final. 2. Hood Inspections will be required and provided on the hood comment sheet when those plans are submitted. KERRY ARNETT,FIRE MARSHAL ZEPHYRHILLS FIRE DEPARTMENT • 6907 Dairy Road, Zephyrhills, FL 33542 Fire Chief Keith Williams Bus (813)780-0041 Fax (813)780-0044 FIRE SERVICE USER FEES OccPlan No.: No.: /► P Plan No.: off' Contractor: l�R erg Business Name: rt '(t.- Billing Address: l3zy 'rg Business Address: &St 6%1,1 'rte FL,, Business Phone No.: Billing Phone No.: $t3 - "t2- 4 Business Fax No.: Billing.Fax No.: Contact: Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE Site Plan N/C Annual N/C Sprinkler $50 1st Alarm N/C uni-Family/Commercial 06 s 1st Re-inspection N/C Standpipes $50 2nd Alarm N/C (Minimum Charge$25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C fl Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alarm $200 8 0-25 Heads $50 violations corrected) Natural Gas $50 NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- per tank $50 STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 Per Riser $50 Hydrostatic Test $65 per system Fire Works $500 FIRE PUMP Acceptance Test $45 per system Camp Fire $25 ❑ Per Pump $100 Hydrant Flow $75 Controlled Bum $100 FIRE ALARM SYSTEM Hood/Duct $50 80-25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Annual 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance $50 Flammable Application $50 Annual Wet $50 OTHER Waste Tire Storage $50 Annual Dry $50 Fire Wall/Smoke Wall $15 perwrall Generator<KW $100 CO2 $50 LP Gas $25 pertank Generator>30 KW 150 Other $50 Natural Gas $25 per system Bio-Hazard Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $50 Hood/Ducts $50 Tent 10x10 or greater $15 per tent Torch Pot/Applied $50 OTHER Fire Pump $45 Haz.Materials $100 Annual 8 LP Installation per tank $50 Fire Suppression $30 Fuel Tank Installation $50 System Acceptance (Per Tank) $50 Exhaust Hood/Duct $30 [}Natural Gas Installation $50 Re-inspection DBL (Per System) (other than annual) Spray Booth $50 Inspection scheduled DBL and cancelled less than - 24 hours 8 Construction Insp. N/C Emergency Vehicle Act $50 - FALSE ALARM PLANS TOTALtO -INSPECTION TOTAL= PERMITTOTAL� L TOTA d GRAND TOTAL 3 Comments: Date: ado lnsR�ctor: ) Y &WrW-- F1 Dunkin Donuts Plan Review Comments : 1. F.F.E. shall be a minimum 8" above road elevation or to the engineered site plan. 2. Tie-in survey required before pre-slab inspection to show elevation. 3. All setbacks shall be met. 4. All property markers to be exposed before first inspection. 5. Lot shall be graded as to comply with 401.3 of the F.B.C. 6. Drainage Plan Requirements must be made before pre-slab inspection.: Ordinance #974-07 Section 6. 7. Air gaps required at all dish washing sinks and ice machines. 8. All glazing requirements to be met per code 308.4 of the F.B.C. 9. All means of egress are to be per code 311 of the F.B.C. 10. Conduit fill calculations may be required at time of inspection. 11. All handicap and A.D.A. codes and requirement shall be met. 12. All welds, if any, shall be inspected by an independent engineering company, and a copy of their report shall be given to the building department. 13. All Architectural plans must be approved by the Planning Department. F.F.E. — Finished Floor Elevation F.B.C. — Florida Building Code A.D.A. - Americans With Disabilities Act Kimley-Horn and Associates, Inc. October 1,2008 ■ Suite 300 10117 Princess Palm Avenue M Bill Burgess Tampa,Florida r. 33610-8300 City of Zephyrhills Building Department Development Services 5335 8`h Street Zephyrhills,Florida 33542 Re: Dunkin Donuts Traffic Analysis Review and Transportation Impact Fee Assessment Review Dear Mr.Burgess: Pursuant to your request,Kimley-Horn and Associates,Inc.has reviewed the August 2,2008 traffic analysis letter provided by Lincks and Associates,Inc. regarding the proposed addition of the Dunkin Donuts with drive-through window into an existing convenience store located in the northeast quadrant of U.S. 301 &C.R. 54(Eiland Boulevard)within the City of Zephyrhills. Our review.of the traffic analysis confirm that the project can be defined as De Minimus in accordance with the City traffic study guidelines and no concurrency study would be required. As shown in the August 5,2008 Lincks and Associates,Inc. study,the 288 square foot store expansion is anticipated to generate 143 daily trips,and will serve as a drive-through Dunkin Donuts. In addition,the Lincks and Associates, Inc. study shows anticipated traffic impacts for the expansion is consistent with a fast-food restaurant drive-through window, and therefore transportation impact fees will be assessed consistent with this land use code. Using the City of Zephyrhills current transportation impact fee rate for 2008,($26,994 per 1,000 square feet),transportation impact fees for the proposed expansion should be $7,774.27. It should be noted that the City of Zephyrhills has development regulations allowing the City to review access locations to the site as part of the development review process. Existing access provided to C.R. 54 appears to be substandard and not in compliance with Pasco County access management regulations. The City of Zephyrhills is currently working with Pasco County in determining appropriate roadway improvements along C.R. 54,which may modify this access in the future. ■ TEL 813 620 1460 FAX 813 620 1542 Mr.Bill Burgess,October 1,2008,Page 2 J Kimley-Horn and Associates, Inc. If you have any additional questions,please feel free to call. Very Truly Yours, KIMLEY-HORN AND ASSOCIATES,INC. e David E.Troemel,P.E. Transportation Engineer H:\048797-Zephyrhills\027-Dunkin Donuts\Burgess 100108.doc Copies to: Mr.Christopher Hatton,P.E.,Kimley-Hom and Associates,Inc. Sent 28/08/2008 at 11 :08:22 - from - to 813 780 0021 p3/6 1 Sent 28/08/2008 at 11 :08 : 05 - from - to 813 780 0021 p1/6 Jadkie, We had a traffic study done and I thought it was included with the building plans so I apologize for the oversight. Please see the attached study. Thank you, Renee Watley Capco Construction 813.342.3614 Office 813.242.9014 Fax 813.841.8110 Cell Sent 28/08/2008 at 11 : 08: 09 - from - to 813 780 0021 p2/6 AUG 07 2008 LINCKS & ASSOCIATES, INC. Engineers Planners August 5, 2008 Mr. John T. Nertney Capco Real Estate, Inc. PO Box 5238 Tampa, FL 33675 Re: Radiant Oil Expansion Lincks Project No. L08079-T Dear Mr. Nertney, It is proposed to expand the convenience store at US 301 and SR 54 from 4,053 square feet to 4,341 square feet. The additional 288 square feet will be used for a donut shop with a drive through window. (Site plan is attached.) Based on limited ITE data (see attached), it is estimated the expansion could attract less than 143 daily trip ends. Based on the FDOT funded study(see attached),the expansion could attract the following traffic: Existing=(0.0382 x 4,053 square feet+ 16 x 6 pumps)/0.067=3,744 "After= (0.0382 x 4,341 square feet+ 16 x 6 pumps)/0.067=3,908 Change= 164 daily trip ends These estimates indicate the expansion could attract between 143 and 164 daily trip ends. Therefore, the traffic from the proposed expansion is less than the de minimus threshold of 1,200 daily trip ends and no additional traffic analysis would be required. Please call if you have any questions. Very truly yours, LINCKS S CIATES, INC. d F. Lincks, P.E. President TFUcvc Enclosures 5023 West Laurel Street Tampa,Florida 33607 813 289 0039 Telephone 813 287 0674 Telefax www.lincks.com Website Sent 28/08/2008 at 11 : 11 : 14 - from - to 813 780 0021 p4/6 Multiple Regression Analvsis several multiple regression analyses were run on the Florida data in an attempt to determine a model which could predict the average number of daily trips generated by convenience stores with gas pumps. The. first model used gross floor area and number of pumps as the independent variables and average daily site trips as the dependent variable. This model, which: had an adjusted R squared value of 0.10 , proved to be very poor. The reason for this stems from the fact that :the .data sample was very small and there was little variation within the independent variables. In an attempt to find a better model to predict trip generations of , convenience stores with gas pumps, a different approach to the analysis was taken. Since more data were available for the number of site trips during....the P.M. peak hour of the adjacent street than for average daily site trips, it was decided to use this characteristic as the dependent variable. Thus, if a suitable model. was found for the prediction of .site trips during the adjacent street peak hour, then an average P.M. peak hour/daily ratio could 'be applied to predict average daily trips. The independent 'variables for this analysis were the same as for the first analysis. The resulting model had an adjusted R-squared value of 0.371, which resulted because of almost twice as many samples with some of the new ones having more variation within the independent variables. Although this model was better than the first, it was still statistically unappealing for the prediction -of site trips during the adjacent street peak hour. The third multiple regression analysis was the same as the second except that the constant term was removed from; the model. An adjusted R-squared value of 0.904 resulted. In.analyzing. the P values, both independent variables proved to be significant beyond the 99% level of confidence. The model obtained from this multiple regression analysis is. as follows.: Site trips. during P.M. peak hour of adjacent street =: 0.0382323 * GFA + 15.9398 * Pumps Units for gross floor area are in square feet and the standard ITE definition of gas pumps was used. Since ,the resulting trips and the values,'for both .number of :pumps and, gross floor , area are integers, the: coefficients- were rounded off to give the final model: Site trips during P.M. peak hour of adjacent street = 0.0382 * GFA + 16 * Pumps To use the model above in the prediction of average daily site trips., the average P.M. peak hour/daily ratio is needed. It was decided that the average P.M. peak hour/daily ratio of just the Florida data would be best for this task. This average percentage of daily traffic occurring during the P.M. peak hour of adjacent street traffic was found to be 6.7%. Thus, a prediction of site trips occurring during the P.M. peak hour of adjacent street 1 _ 20 Sent 28/08/2008 at 11 : 11 : 42 - from - to 813 780 0021 p5/6 Summary of Multi-Use Trip Generation Average Weekday Driveway Volumes July 31, 2008 24 Hour AM Pk Hour PM Pk Hour Two-Way Land Use Size Volume Enter Exit Enter Exit Fast-Food Restaurant with Drive-Thru .288 Th.Gr.Sq.Ft. 143 8 7 5 5 Donut and Sandwich Shop .288 Th.Gr.Sq.Ft. 0 8 9 2 2 Note: A zero indicates no data available. TRIP GENERATION BY MICROTRANS Sent 28/08/2008 at 11 : 11 :48 - from - to 813 780 0021 p6/6 {{SZ�bS££VOIIlOIj'SIIIMAHd3Z �•^�f v M weu Fy_— . F atArn3lnO8 i-wo z►S9 ,,n�,e Ml3 A.r % w"O 3UO1S2NMOV?!a-waa.us :«nm,tiv�mnn ►,,._ ----- - NV9d MIS y Zoge:i6£f.VardO-W'VdVIV-1 ..d v �a rq Im m 3nrMV 416ISV'4az£� Sul' INaS�3b+ �7idnoa�tlumrnro .>� .« �e tl � _ al U (�/L�J� � � •Y n Ygp Q f ; Is s 3 P "�' � ���4 a �" J §� N -------._..---- 3ARIa pp I Y%+} ..« / t 3. � —... K 71 ,� 4 — �. / (O11YA3 loos-11v`J) i 48 LOS AtlMH�H'�� —. _.. --------------------- ...---------- Z I 4 4 a in Y _ 5 ,• � t S � IT" - fl..:7j .1E11 . fl Ii _ _d � _ �a d} rT. ____ . v�- 11 ! N • ,. ` .�:tip, : .. r � �! L 2E CITY OF / / r,.1O1'icE " BUILDING ZEPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTION ADDRESS DATE PERMIT THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. pytvr7-4) 17L4N1'1 - _15- )) L fb'i { 11 I v 12 C)r" Rc It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30 AM-5 PM MON.-FRI. INSPECTOR �§%� City of Zephyrhills li-►9 eee, of e 2 'ate 5335 Eighth Street • Zephyrhills, Florida 33542-4312 C81 3) 780-0000 • FAX (81 3) 780-0005 W.CLIFF McDUFFIE INVOICE Mayor October 24, 2008 CITY COUNCIL AEC Services, Inc. DANIEL W.BURGESS,JR. 1616 Allison Woods Lane Council President Tampa,FL 33619 LUIS M. LOPEZ SUBJECT: Expenses for Dunkin Donuts Drive-Thru/Radiant Gas Station Vice President The following expense has been incurred by the City.of Zephyrhills in processing this CLYDE C.BRACKNELL project. The costs were for the traffic review analysis prepared by Lincks &Assoc. We have enclosed a copy of the invoice from the Kimley-Horn and Associates who KENNETH V. COMPTON conducted the traffic analysis for the City. If you have questions,please do not hesitate to contact me at 813-780-0006. The remittance check should be addressed to the City of Zephyrhills referencing Radiant Gas Station and should be submitted no later than JODI WILKESON December 12, 2008. Date of Invoice Purpose Cost STEVEN F.SPINA 9/30/08 Traffic Review Analysis $1,225.00 City Manager TOTAL $1,225.00 LINDA D. BOAN City Clerk JOSEPH A. POBUCK Sincerely. City Attorney a Todd H. Vande Berg Director of Development'Services Enclosure (1) cc: Radiant Gas Station IS ❑�� and DUE 25 DAYS FROM THE DATEOOFERECEIPT. Associates, Inc. CITY OF ZEPHYRHILLS Invoice No: 3628366 ATTN: MR. STEVE SPINA Invoice Date: Sep 30, 2008 5335 EIGHTH STREET Invoice Amount: $1,225.00 ZEPHYRHILLS, FL 33540 Project No: 048797027.1 Project Name: DUNKIN DONUTS Project Manager: TROEMEL, DAVID Please send payments to: KIMLEY-HORN AND ASSOCIATES, INC. Client Reference: P.O. BOX 932520 ATLANTA,GA 31193-2520 For Services Rendered through Sep 30, 2008 Federal Tax Id: 56-0885615 LUMP SUM % Amount Earned Previous Amount Current Amount Description Contract Value Complete to Date Billed Due TRAFFIC ANALYSIS REVIEW 1,225.00 100.00% 1,225.00 0.00 1,225.00 Subtotal 1,225.00 100.00% 1,225.00 0.00 1,225.00 Total Invoice: $1,225.00 If you have questions or concerns,please call Christi Johnson at 561-840-0293. ?Ira 7 7 i .......... City.of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: , 512 1t, $/1V� Site: . Permit Type: roved w/the below comments: Denied w/the below comments: ❑ Approved w/no comments:❑ App This comment sheet shall be kept with the permit and/or plans. 4s4witzilans Examiner Date Contractor and/or Homeo WI (Required when comments are present) 10/16/2008 13:59 FAX a 001/001 tit o Largo 2008 - 2009 EILE ^ :;2009004771. . = ;: HUNTER .VENTILATION AND AIR CONDITIONIN(' 'Business Name & Mailing Address yaiaa1''Address; Owner, Phone HUNTER VENTILATION .AND AIR COI4'DITIONI:j�G;. INC. 62-91.. 147TH AVE. N B V HUNTER CLEARWATER,.. FL' 33760- 6295 147TH AVE N CLEARWATER, FL 33760-2305 BRADFORD. .V HUNTER 727.-532-4822 r • A/C CONTRACTOR CLASS B Classification NAICS No. Qty. Amount Plumbing, Heating, Air-conditioning oI j11• 1 w � ...,a 100 $100.00 4Y Y..>,...>.., -- - - - - - --- - - --- -- - 4, N( PCCLB: REG 9/30/2008 STATE: CAC1814723 8/3%/2008 . Certificate Num eer: 38592 CERTIFICATE HAS NOT BEEN:-;UPD ,ED DUE. TO 14TSSCNC D0C[ NTS. ;gLEASE FAX'^`STATE CERTIFICATE AND PCCLB TO 727-567-6765. ANY TRIMMING, PRUNING, RM40VING OR OTHERWISE ALTERING TREES, SHRUBS; &- PLANTINGS ON THIS PROPERTY MUST BE APPROVED-BY THE CITY OF LARCO,PRIOR TO SUCH ACTIVITY. PLEASE COR"PTACT THE PLANNING DEPARTMENT AT 727-587-6749. Engaging in any business occupation is subject to zoning restrictions. The collection of this Business Tax/Administrative Service Charge does not authorize the holder to operate in violation of any City ordinance, law or regulation. Each holder is solely responsible for notifying the Community Development Department, in writing, of any change in status, location or ownership. Renewal notices will be sent to the last known address and owner of record. Issuance is in no way intended as an approval or disapproval of the holders competence or skill. This Business Tax Receipt expires 30 September 2009. Penalties are provided by F.S. 205 if not renewed before 1 October 2009. Additional penalites of up to $250 may apply if not renewed by 31 December 2OO9. THIS IS NOT A SILL NO REFUNDS POST IN A CONSPICUOUS PLACE .&i: 6a,t& f CDPR3026.RPT o n N O _ Z 0 A I' n m < a � N w Z W • n N s N� • • O CD Renee here is the cost of the review for your traffic study report see below. I will fax the report pa [ over to the 242-9014#since the report is not attached in this email sorry about that . I also have pct attached the fee sheet showing new cost for the job. (1 From: Bill Burgess Sent:Thursday, October 02, 2008 11:02 AM To: Jacqueline Boges Subject: FW: Dunkin Donuts Review Jackie, Here is the review amount we were waiting for. From: David.Troemel@kimley-horn.com.[mailto:David.Troemel@kimley-horn.com] Sent: Wednesday, October 01, 2008 3:47 PM To: Bill Burgess Cc: Christopher.Hatton@kimley-horn.com Subject: RE: Dunkin Donuts Review $1,225 (W.O.#02-08) p0. 0j Q49 2kj 15 Thanks, David From: Bill Burgess [mailto:bburgess@ci.zephyrhills.fl.us] Sent: Wednesday, October 01, 2008 3:46 PM Kimley-Horn and Associates, Inc. 10117 Princess Palm Avenue, Suite 300 Tampa, Florida 33610 Phone: (813)620-1460 Fax: (813)620-1542 Email: david.troemel@kimley-horn.com KimleyHom and Associates,Inc. October 1,2008 ■ sate 300 10117 Piaicess Pain Avenue Mr.Bill Burgess Tam x1 City of Zephyrhills Building Department Development Services 5335 8`h Street Zephyrhills,Florida 33542 Re: Dunkin Donuts Traffic Analysis Review and Transportation Impact Fee Assessment Review Dear Mr.Burgess: Pursuant to your request,Kimley-Hom and Associates,Inc.has reviewed the August 2,2008 traffic analysis letter provided by Lincks and Associates,Inc. regarding the proposed addition of the Dunkin Donuts with drive-through window into an existing convenience store located in the northeast quadrant of U.S.301 &C.R.54(Eiland Boulevard)within the City of Zephyrhills. Our review of the traffic analysis confirm that the project can be defined as De Minimus in accordance with the City traffic study guidelines and no concurrency study would be required As shown in the August 5,2008 Lincks and Associates,Inc.study,the 288 square foot store expansion is anticipated to generate 143 daily trips,and will serve as a drive-through Dunkin Donuts. In addition,the Lincks and Associates, Inc.study shows anticipated traffic impacts for the expansion is consistent with a fast-food restaurant drive-through window,and therefore transportation impact fees will be assessed consistent with this land use code. Using the City of Zephyrhills current transportation impact fee rate for 2008,($26,994 per 1,000 square feet),transportation impact fees for the proposed expansion should be $7,774.27. It should be noted that the City of Zephyrhills has development regulations allowing the City to review access locations to the site as part of the development review process. Existing access provided to C.R.54 appears to be substandard and not in compliance with Pasco County access management regulations. The City of Zephyrhills is currently working with Pasco County in determining appropriate roadway improvements along C.R.54,which may modify this access in the future. ■ TEL 813 620 1460 FAX 813 620 1542 Mr.Bill Burgess,October 1,2008,Page 2 Kimley-Hom and Associates,Inc. If you have any additional questions,please feel free to call. Very Truly Yours, KIMLEY-HORN AND ASSOCIATES,INC. ,Ytt David E.Troemel,P.E. Transportation Engineer H:\048797-Zcphyrhills\027 Dunkin Donuts\Burgess 100108.doc Copies to: Mr.Christopher Hatton,P.E.,Kimley-Horn and Associates,Inc. C' ►��h /�' '`` Page 1 of 2 Bill'Burgess From: David.Troemel@kimley-horn.com Sent: Monday, October 13, 2008 5:28 PM To: Bill Burgess Cc: Christopher.Hatton@kimley-horn.com Subject: RE: Dunkin Donuts Review ���Pa5e. B�IIaC1 Reviewing the traffic study provided by the Applicant to the City, transportation impacts for the proposed development were considered in two different ways: (1)expansion to the gas station, and (2) as fast-food with drive-thru window. Reviewing both uses, we assessed the expected transportation impact fee based upon the lesser trip generation impacts for this expansion (as defined by the applicant's study), thus providing the applicant the benefit of the doubt that their impacts will be the lesser of the two options. The City impact fee ordinance provides for opportunities to challenge the transportation impact fees. If the applicant desires, daily trip generation for similar facilities can be studied consistent with the ordinance requirements, and provided to the City in an independent study for review. If you have further questions, please feel free to call and I will see what I can do to address. Sincerely, David E. Troemel, P.E. Kimley-Horn and Associates, Inc. 10117 Princess Palm Avenue, Suite 300 Tampa, Florida 33610 Phone: (813)620-1460 Fax: (813) 620-1542 Email: david.troemel©kimley-horn.com From: Bill Burgess [mailto:bburgess@ci.zephyrhills.fl.us] Sent: Monday, October 13, 2008 1:19 PM To: Troemel, David Cc: Hatton, Christopher Subject: RE: Dunkin Donuts Review Good afternoon David, We originally placed Dunkin Doughnuts under the fast food category.The developer is questioning if that is correct or might there be a better choice. I'm ok with whatever you all think is fair. Let me know your thoughts. Thanks...... From: David.Troemel@kimley-horn.com [mailto:David.Troemel@kimley-horn.com] Sent: Wednesday, October 01, 2008 3:47 PM To: Bill Burgess Cc: Christopher.Hatton@kimley-horn.com Subject: RE: Dunkin Donuts Review 10/14/2008 P . 01/01 TRANSACTION REPORT OCT/ 15/2007/MON 08 : 02 AM FAX (TX) # DATE STA 'T T. RECEIVER COM.TIME PAGE TYPE/NOTE FILE 01 OCT/15 08:01AM 92870674 0:00:47 1 OK G3 7676 rti`°'' /01- 10019 A Page 1 of2 r l aeeo( i' Page 'Bill 1Burgess From: David.Troemel@kimley-hom.com. .Sent: Monday,October 13,2008 5;28 PM To: :Bill. Burgess Cc: Christopher.Hatton@kimley-hom.com Subject: RE:l.Dunkin Donuts Review Bill, - -7 Reviewing the traffic study provided by the Applicant to the City, transportation impacts for the proposed development were considered in two different ways: (1)expansion to,the gas station, and (2)as fast-food with drive-thru window. Reviewing both uses, we assessed the expected transportation impact fee based upon the lesser trip generation impacts for this expansion(as defined by the applicant's study),thus providing the applicant the benefit of the doubt that their impacts will be the lesser of the two options. The City impact fee ordinance provides for opportunities to challenge the transportation impact fees. If the applicant desires, daily trip generation for similar facilities can be studied consistent with the ordinance requirements, and provided to the City in an Independent study for review. If you have further questions, please feel free to call and I will see what I can do to address. Sincerely, David E. Troemel, P.E. Kimley-Hom and Associates, Inc. 10117 Princess Palm Avenue, Suite 300 Tampa, Florida 33610 Phone: (813)620-1460 Fax: (813)620-1542 Email: avid.troemel@kl m From: Bill Burgess[maiito:bburgess@d.zephyrhills.fl.us] Sent: Monday, October'13,2008:1:19 PM To:Troemel, David Cc: Hatton,Christopher Subject:.RE! Dunkin Donuts Review Good afternoon David, We originally placed Dunkin Doughnuts under the fast food category.The developer is questioning if that Is correct or might there be a better choice. I'm ok with whatever you all think Is fair.Let me know your thoughts. Thanks...... From% Davld.Troemel@kimley-horn.com [malito:Davld.Troemel@kimley-hom.com] Sent: Wednesday, October 01, 2008 3:47 PM To: Bill Burgess Page 2 of 2 $1,225 (W.O. #02-08) Thanks, David From: Bill Burgess [mailto:bburgess@ci.zephyrhills.fl.us] Sent: Wednesday, October 01, 2008 3:46 PM To:Troemel, David Cc: Hatton, Christopher Subject: RE: Dunkin Donuts Review Thanks David, Can you please let me know the cost of your review so I can forward that amount as well to the developer? From: David.Troemel@kimley-horn.com [mailto:David.Troemel@kimley-horn.com] Sent: Wednesday, October 01, 2008 3:14 PM To: Bill Burgess Cc: Christopher.Hatton@kimley-horn.com Subject: Dunkin Donuts Review Bill, Attached, please find our completed review of the Dunkin Donuts Traffic study. You should receive the originals in the mail. If you have any further questions, please feel free to call. David E. Troemel, P.E. Kimley-Horn and Associates, Inc. 10117 Princess Palm Avenue, Suite 300 Tampa, Florida 33610 Phone: (813)620-1460 Fax: (813)620-1542 Email: david.troemel@kimley-horn.com 10/14/2008 __ PERFORMANCE BUSINESS PRODUCTS,INC.813-719-8008 FAX 813.719-7919 CITY OF ZEPHYRHILLS ZEPHYRHILLS, FLORIDA WATER ACCT. NO. DATE OWNER/ ,D RENTER ` /� MAILING /32..ô E qv L 33o5 SERVICE ADDRESS ' Z ( ( E 1 V 2-TER SHUT OFF SERVICE ❑ / ❑ SEWER TURN ON SERVICE uudd'' q / L / ❑ GARBAGE ' A INSTALL METER �/ READ METER ❑ U. 4N CITY ❑ OUT CITY CHECK METER ❑ V 1r No.OF UNITS OTHER ❑ SDEPOSIT AMOUNT/ J ( 2uAMOUNT LAST BILL UV'�^�. - "" - �' DATE MISC.CHARGE METER: full / irrigation WORK COMPLETED BY ORDER TAKEN BY &DATE COMPLETED O ER GIVEN BY Retain white form in office at all times. Send pink&yellow forms to Water Service Dept. ) Water Service Dept.to sign yellow form&return to office. V iT V 3 Ci of Zephyrhills: Building Department Phone: (813)-780-0020 Fax: (813)-780-0021 TO: Chris Witts FROM: Jackie 1 S FAX#:727-535-4900 FAX#: I S DATE: #OF PAGES including cover sheet: 2 I I I I I I MESSAGE: Chris attached are results of an inspection done by the building department on January 26th k I telling why this inspection was rejected. I I I i F ! Jackie P f Support Code Specialist I I I S I I I ; P S I I i ! ! I 9 I 1 { ! I k i 1 q ! t k k k I P ; [ I k ! I i 9 k 9 € ! I ! I k I 1 i 1 k P . 01/01 TRANSACTION REPORT JAN/28/2008/MON 10 : 24 AM FAX( TX) # DATE START T. RECEIVER COM.TIME PAGE TYPE/NOTE FILE 01 JAN/28 10:23AM 817275354900 0:00:46 2 OK SG3 8163 City-of Zep yrhillS: . 'r•' ' au�:r�, ............... .........ham,,,,. :,-F�::::� `'is�` Building Department '. Phone: (813)-780-002U Fax: '(813)=780-002.1' TO Chris'Witts FROM: Jackie FAX#727-535-4900 FAX#: 727-535-4900 , DATE: #OF PAGES including cover sheet: 2 S . 1 .. MESSAGE: Chris attached are results of an inspection done by the building department on January 26 ` telling why this inspection was rejected.• ; .Jackie ' . . Support Code Specialist 1 1 t 1 .. i I. . . i 1. -- ---^ - -- ----