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HomeMy WebLinkAboutFront Porch and Deck 2012 TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860) 848-3030 X382 FAX. (860) 848-7231 BUILDING PERMIT Permit Number: B2012-0339 Date: 22-Aug-12 Map/Lot: 096/022-000 Owner ID: 5321000 Project Location: 107 PARK AVENUE EXTENSION Unit: Job Description: Front Porch/Deck Owner Nam Michelle R.Frantz Tenant Name N/A Careof: 2916 Cumberland Road Berkley MI 48072- Telephone: (860)848-8144 Contractor Nam Home Owner Telephone: DBA: Lic/Reg Type Lic/Reg No 0 Exp Date: Construction Value Permit Fees Construction Information Building Value: $4,828.00 Building Fee: $50.00 Use Group: IRC Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 2005 State Building Code Mechanical Valu $0.00 Mechanical Fee $0.00 Electrical Value: $0.00 Electrical Fee: $0.00 Construction Type IRC Total Value: $4,828.00 Penalty Fee: $0.00 Permit Code: R10 C of 0 Fee: $10.00 Comment Plan Review Fe $5.00 State Ed Fee: $1.26 Total Fee Paid: $66.26 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. BUILDING PERMIT INSPECTIONS PLUMBING,MECHANICAL,ELECTRICAL PERMIT INSPECTIONS ❑ Footing-Prior to pouring concrete ❑ R Plumbing and leak test • Deck Piers ❑ R Electrical ❑ Backfill-Footing drains and waterproofing ❑ Elec Trench-with conduit installed ❑ Concrete Slab-Prior to pouring concrete ❑ Pool Bonding ❑ Anchor Bolts-with sill plate and prior to floor framin ❑ Electrical Service CRS No: 0 ❑ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation ❑ Certificate of Approval Certificate of Occupancy Building Official's Approval: p�rzy' / ` / . Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: f- y L7 Type of Work Occupancy Type Permit T e ❑ New Construction "Single Family Building ❑Addition ❑Two-Family Plumbing ❑Alteration ❑Townhouse ['Mechanical ❑lPDc Accessory Structure El Electrical CRS#: Property Address: Di O\i '� c( Q i 11-e_ 1 Cr (Number) \\ (Street) (Unit) Job Description: V f a STC; c)c7 r CA-1 I �� Owner: `�`1Gr1O Ica, ?v z-- Address: O l ` OAV IC (\ t Ec\-- i ¢ '&144 City.Cr1Cs?SV 1\\Q State:C \ Zip Code:O D 3s O a Telephone(u6 �j�O - Applicant: DBA: Address: City: State: Zip Code: Telephone t ) Contractors - Complete the Following: License Type: License No: Expiration Date: I hereby certify that the proposed work will conform to the State Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. By checking this box, I will follow the requirements of the 2005 NEC as the alternative compliance per section E3301.2.1 of the Residential Code, instead of the electrical requirements in chapters 33 through 42 of the Residential Code. Owner/Agent Signature: / i / ' Date: Construction Value Permit Fees Building Value: Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: Electrical Fee: Total Value: Penalty Fee: C of 0 Fee: Plan Review Fee: State Ed Fee: Total Fee: Revise&August 23,2007 Town of Montville Building Department Bank Card File Receipt Date: 21-Aug-12 Receipt No: 5295 Received From: Michelle R. Frantz Job Address: 107 Park Ave. Ext. Fees Collected State Educational Training Fee Bank Card $66.26 Bank Card $1.26 Short/Over: $0.00 Construction Value: $4,828.00 Demolition Value: $0.00 Received By Carmen Kneeland Address: 107 Park Ave. Ext. ITEM QTY $/UNIT TOTAL Building Plumbing Mechanical Electrical BUILDING AREA New Construction SF $ 118.03 $ - $ - Basement, Finished SF $ 25.96 $ - $ - Basement,Unfinished SF $ 12.40 $ - $ - Crawl Sapce SF $ 9.30 $ - Interior Renovations SF $ 36.09 $ - $ - $ - AMENITIES Kitchen EA $ - $ - $ - Full Bathroom EA $ - $ - Half-Bathroom EA $ - $ - GARAGE Attached SF $ 56.35 $ - $ - Detached SF $ 71.53 $ - $ - Under SF $ 11.03 $ - $ - Carport SF $ 19.89 $ - MECHANICAL Warm-Air n Y/N $ - Hot Water n Y/N $ - Electric n Y/N $ - Air Conditioning n Y/N $ - ELECTRICAL SERVICE Overhead,new Amps $ - Underground,new Amps $ - Subpanel EA $ 599.50 $ - Gen Set EA $ 3,850.00 $ - SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 6,497.70 $ - Masonry w/lfireplace EA $ 7,096.65 $ - Masonry w/2 fireplaces EA $ 11,095.70 $ - Wood Stove,free standing EA $ 2,692.25 $ - Wood stove insert EA $ 1,859.77 $ - DECKS,PORCHES,SUNROOMS Deck 138 SF $ 34.98 $ 4,827.24 Porch SF $ 149.38 $ - Sunroom SF $ 176.90 $ - $ - TOTALS $ 4,827.24 $ - $ - $ - PERMIT FEE CALCULATIONS Construction Value Fee Building $ 4,828.00 $ 50.00 Plumbing y $ - $ - Mechanical y $ - $ Electrical y $ - $ - Working before Permit Issuance n $ - Certificate of Occupancy Fee $ 10.00 Plan Review Fee $ 5.00 State Education Fee $ 1.26 TOTALS $ 4,828.00 $ 66.26 )` �. State of Connecticut 47A•, Workers' Compensation Commission � rt* -��"� Please TYPE or PRINT IN INK cc Proof of Workers' Compensation Coverage when Applying for a Building Permit for the Sole Proprietor or Property Owner who WILL NOT act as General Contractor or Principal Employer APPLICANT FOR BUILDING PERMIT Name of Applicant for Building Permit Property located at in the City/Town of ATTEST If you are the owner of the above-named property or the sole proprietor of a business doing work on the site of the construction project at the above-named property and you WILL NOT act as the general contractor or principal employer,you are not required to have workers'compensation insurance coverage. CHECK ONE(1) BOX ONLY and complete the following: —NO I am the OWNER of the above-named property.I WILL NOT ad as the general contractor or principal employer. Signature of OWNER Appli. I� ❑ I am the SOLE PROPRIETOR of a business doing work at the above-named property.I WILL NOT act as the general contractor or principal employer. Name of Business Federal Employer IDA(FEIN) Signature of SOLE PROPRIE I OR Applicant Town of Montville Building Department CONSTRUCTION PERMIT APPROVAL Applicant is responsible for obtaining all of the required approvals. No permit will be issued until all the required signatures are obtained. \Dr] k Av Property Address ( @t. Le X aZ) U✓\T Po(de-) / ec. ❑ Building Code Violation Job Description Required Department Permit Issuance Approval Approval Tax Collector rA-- S'Az.//ice Signature/date Comments: /II Planning & Zoning n Signature/date Comments: //4 I I Fire Code Violation Penalty Fee-$ ' I J � J Fir ars al / I Signature/date Comments: f l >—� I Health Department - Required for properties with private septic or well Comments: WPCA, Administrative /' _ ✓�/5 07/ // Required for properties on sewer Sign. re/date Comments: I 1 WPCA, Operations When Required by WPCA Signature/date Comments: n Department of Public Works Required when project includes driveway work or certain drainage requirements Signature/date Comments: I Montville Police Department Required for all permits EXCEPT one and two family residential Signature/date Comments: I I State Dept. of Transportation Required for Structures over 100,000 sq.ft. or with more than 200 parking spaces-Official copy of STC Certificate of Operation required-per CGS 14-311 Signature/date Building Department Review Complete Signature/date 4Zevised Way 23,2011 BIG Pro Dick Design'TM Estimate Prepared for: Store Information: Montville,CT#6234 1932 Norwich-New London Town of MontviU$ ,• s, Plans Approved for Co 't�: 848-9217illCT06353 Approval shall not be Estimate Created: 0 as a permit for,Or ep ro of any violation of the p Days Valid: 14 of theField ConnecticCopy ttft��ut Bu 9 RECEIVED Estimate Prepared by: i Z MICHAEL — --�—�"�1...•- AUG 21 2012 Decks Total Price (pre-tax): $1,039.81 BUILDING DEPT. "Please take this quote to the Contractor Services or Special Services Desk." "Products and prices shown online may vary from those at The Home Depot store near you. Prices shown on this quote may be different due to changes in product availability and market conditions. Prices for identical items may also vary from store to store." "Los productos y precios demonstrados en linea pueden variar de los en el almacen The Home Depot cerca de usted. Los precios dernonstrados en este cotizacion pueden ser diversos debido a los cambios en condiciones de la disponibilidad y del mercado del producto. Los precios pare los articulos identicos pueden tambien varier de almacen al almacen." "`Special Order Items where price is not included in total-Please take to The Home Depot Special Services Desk for a price quote." "` Los Articulos de la Orden Especial donde el precio no se incluye en total- Favor de llevar a la Mesa de Servicios Especiales del Home Depot para una cotizacion del precio." Warning and Important Instructions: This is not a final design plan or estimate.EDGENET,INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes. Esto no es un plan ni una estimaciOn final del diseno. EDGENET,INC.no asume ninguna responsibilidad del use ode Ia salida correcto de este programa Toda Ia informaciOn contenida en este p9gina este conforme a los terminos en Ia negacion,situada en el extreme de este documento. Copyright®1989-2012 Edgenet, Inc. Page 1 of 16 Doc ID 103510e3-5808-4off-9771-1160o2aa57 BIGz Pro Deck DesignTM - 3 3D View Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimacion final del diseno. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa Toda la informaciOn contenida en esta pagina esta conforme a los terminos en la negaciOn, situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc. Page 2 of 16 Doc ID 1035fd93-56d9-4eff-9771-f1a652aa5766 BIG TtA t - Pro Deck Design X Plan View • • Warning and Important Instructions: This is not a final design plan or estimate.EDGENET,INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrccionss importantes: Esto no es un plan ni una estimacibn final del disefo.EDGENET,INC no asume ninguna responsibilidad del use ode la salida correcto de este programa.Toda la informacibn contenida en esta p9gina esti conforms a los termines en la negaci+Sn,situada en el extreme de este document°. Copyright®1989-2012 Edgenet,Inc. Page 3 of 16 Doc Io 10351d93.5o s-4ert-9771-t1a052sa5700 TM . : Pro Deck Design 11,1X Dimension View 23 ft Aasarttoart 1 ■ 1 P .— aft, ��� .:f T — 1 D tc.t. MN- 23 ft Warning and Important Instructions: This is not a final design plan or estimate.EDGENET,INC.assumes no responsibility for the correct use or output of this program_ All information contained on this page is subject to the terms in the disclaimer located at the end of this document Advertencia a instrcciones importantes: Esto no es un plan ni una estimacion final del diselto.EDGENET, INC.no asume ninguna responsibilidad del use o de la selida correcto de este programa.Toda la informacibn contenida en esta pagina esta conforme a los terminos en la negacibn,situada en el extremo de este documento. Copyright®1989-2012 Edgenet,Inc. Page 4 of 16 Doc ID 1035rd93-56d9-4eff-9771-11a852aa5768 • BI9 Pro Deck Design1M Post View 7 p' it9in ~ 5il9in 3 in • U Base'oint 3 to N v N Y T Warning and Important Instructions: Thls is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the and of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaciOn final del diseto.EDGENET,INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la information contenida en esta pagina esti,conforms a los terminos en la negation,squads en el extremo de este documento. Copyright©1989-2012 Edgenet,Inc. Page 5 of 16 Doc ID i035fd93-58d9-dair_9771•r1p652aa5766 • GIGO •Pry Qck DesignTM :\thuu . Joist Layout View • 23 R lE >•. - •• .. 7 in DC II Ru n H1115in 1 fl4inDC Iini in ll ft5in 1h4iiOC It ft1 m 11 ftSin I f14inOC Ilfllin llft5in IN Ifl3inOC . • Notes All joist and stringer spacing dimensions are measured in OC Warning and Important Instructions: This is not a final design plan or estimate. EDGENET,INC.assumes no responsibility for the correct use or output of this program All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a Instrcciones importances: Este no es un plan ni una estimaciOn final del disefto.EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa Toda la information contenida en este pegina este conforme a los terminos en la nagaciOn,situada en el extreme de este documento. Copyright 01889-2012 Edgenet, Inc. Page 6 of 16 Doc ID 10351d93-56d9-4e0?-9771-11a652aa5766 BIG P Pro Deck Design" Railing Details View .ti tI .J u u u u u u U u U Lr u u U U U L � 3 0' !Railing Style 3 Warning and important Instructions. This is not a final design plan or estimate. EDGENET,INC. assumes no responsibility for the correct use or output of this program. All information contained on this page Ia subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes. Esto no es un plan ni una estimation final del dise&o.EDGENET,INC. no asume ninguna responsibilidad del use ode Ia salida correcto de este programa.Toda la information contenida en este paging este conforme a los terminos en la negation,situada en el extreme de este documento. Copyright®1969-2012 Edgenet, Inc. Page 7 of 16 Doc ID 1035fd93-56d9-4off-9771-fsa652aa5766 BIGS F 1 Pro Deck Design'TM Deck Information Deck 1 Construction Method - Beam Flush With Joist Footing Type - In-Ground Live Load - 60 Dead Load - 10 Decking Spacing - 1/8 in Joist Spacing - 16 in Beam Spacing - 138 in Post Spacing - 72 in Decking - L5/4x6 Treated Southern Pine No. 2 Beams - L2x8 Treated Southern Pine No. 1 Joists - L2x8 Treated Southern Pine No. 1 Posts - L4x4 Treated Southern Pine No. 2 Deck Height - 36 in Diagonal Bracing - Yes Joist Overhang - 0 in Beam Overhang - 0 in Decking Deflection Factor - 360 Joist Deflection Factor - 360 Beam Deflection Factor - 360 Pref Decking Size - 5/4x6 Pref Joist Size - NONE Pref Beam Size - NONE Pref Post Size - NONE Diag Brace Height 1 - 24 in Diag Brace Height 2 - 24 in Railing 2 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 1 Railing Height - 36 in Baluster Spacing - 3 3/4 in Warning and Important Instructions. This is not a final design plan or estimate. EDGENET,INC.assumes no responsibility for the correct use or output of this program. All information contained on this page Is subject to the terms In the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaciOn final del disefto.EDGENET.INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la information contenide en este pagina este conforms a los terminus en la negation,sftuada en el extrema de este documento- Copyright 0 1989-2012 Edgenet,Inc. Page 8 of 16 Doc ID 1035fd93-56d9-4ell-8771-f1a652285766 • BIG o _' Pro Deck Designtm 4 X Sku Usage List Usage Sku Description Oty Baluster 302477 2X2-8FT#1 PT WEATHERSHIELD 30 Beam 255523 2X8-8FT#1 PT WEATHERSHIELD 1 Beam 255676 2X8-12FT#1 PT WEATHERSHEILD 1 Decking 168793 514"X6"X12'PREM PT WEATHERSHIELD 25 H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 4 Joist 255676 2X8-12FT#1 PT WEATHERSHEILD 8 Ledger 255523 2X8-8FT#1 PT WEATHERSHIELD 1 Post 256276 4X4-8FT#2 PT 4 Railing Post 256276 4X4-8FT#2 PT 3 Rim Joist 255523 2X8-8FT#1 PT WEATHERSHIELD 1 Rim Joist 255676 2X8-12FT#1 PT WEATHERSHEILD 4 Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 4 Decking Treated Southern Pine No. 2 DeckScrew Green 735003 DECKMATE SCREW, GREEN, 3 IN, 5LB 2 Baluster Fastener 1_Generic Baluster Screw 735068 DECKMATE SCREW, TAN, 2-1/21N, 5LB 1 Beam to Poet Connection 1_Generic Beam Bolt 4x4 544208 CARRIAGE BOLT-GALV 1/2 X 8 8 Beam Nut 538892 HEX NUT GALV 1/2 8 Beam Washer 538981 FLAT CUT WASHER GALV 1/2 8 Blocking Fasteners 1_Generic Blocking Nails 192708 16D 3-1/2"HOT GALV COMMON 5 LB 1 Concrete 1_Generic Conc IG Ftng 169765 8018 QUIKRETE CONCRETE MIX 6 Diagonal Bracing Connection 2_Generic DiagBraceBeamB 544208 CARRIAGE BOLT-GALV. 1/2 X 8 B DiagBraceBeamN 538892 HEX NUT GALV 1/2 8 Warning and Important Instructions. This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertence e instrcciones importantes. Esto no es un plan ni una estimacibn final del disel o.EDGENET,INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci&n contenida en eats pegina este conforms a los terminos en la negacien,situada en el extremo de este documento. Copyright©1989-2012 Edgenet,Inc. Page 9 of 16 Ool 1a 1035fd93-5639-4off-9771-f1e652ae5766 BIG ham= Pro Deck DesignTm • • Usage Sku Description Qty DiagBraceBeamW 538981 FLAT CUT WASHER GALV 1/2 8 DiagBraceJoistBol 544208 CARRIAGE BOLT-GALV. 1/2 X 8 8 DiagBraceJoistNut 538892 HEX NUT GALV 1/2 8 DiagBraceJoistWa 538981 FLAT CUT WASHER GALV 1/2 8 Diagonal Bracing 1_Generic DiagBraceBeam 256276 4X4-8FT#2 PT 2 DiagBraceJoist 256276 4X4-8FT#2 PT 2 Flashing Fasteners 1 Generic LedgerFlashing 193631 3D 1-114"ELECTRO GALV. ROOFING 1 LB 1 Flashing 1_Generic LedgerFlashing 439398 WHITE GALVANIZED DECK LEDGER 4 Joist Hangers/Fasteners 1 Generic 2x8 Hanger Nail 461046 1005HOG 10DX3"HDG NAILS-5LB BOX 1 2x8 Joist Hanger 865858 LUS28Z 2"X8" 18GA DBL SHEAR HANGER 16 Ledger Fasteners 1_Generic 5"Lag 928585 LAG SCREW GALV 1/2 X 5 22 Lag Bolt Washer 538981 FLAT CUT WASHER GALV 1/2 22 Rail Post Connection 1_Generic Rail Post-Bolt 927708 CARRIAGE BOLT GALV 112 X 6 12 Rail Post-Nut 538892 HEX NUT GALV 1/2 12 Rail Post-Washer 538981 FLAT CUT WASHER GALV 1/2 12 Rail to Rail Post Connection 1_Generic Railing Screws 177313 DECKMATE SCREW, TAN, 3-1/2IN, 5LB 1 Rim Joist Fasteners 1_Generic Rim Joist Nail 446408 16D 3-112" HOT GALV BOX 1 LB 2 Warning and Important Instructions: This is not a final design plan or estimate.EDGENET,INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document Advertencia e instrcciones importantes. Esto no es un plan ni una estimation final del diseflo.EDGENET.INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacibn contenida en este p>3gina este conforms a los*minas en la negacibn,situada en el extrema de este documento. Copyright m 1989-2012 Edgenet, Inc. Page 10 of 16 Doc ID 10351d93-$6d9 4eff-977141e652ee5766 BIG 3• Pro Deck DesignTm ��. Material Usage List IMPORTANT DO NOT PRE CUT LUMBER AND/OR MATERIALS. While this Materials Usage List shows the proper length for all of the lumber, you should not precut any lumber and/or materials You should only cut the lumber and/or materials after your posts are in and you have re-measured the distances. Precutting of lumber and/or materials prior to actual need can result in significant wastage in lumber and/or materials. A slight variation from the plans in the placement of posts can cause lumber and/or materials properly sized according to the plans not to fit for the intended use. IMPORTANTE NO CORTE LA MADERA DE CONSTRUCCION POR ADELANTADO. Mientras que esta lista del uso de materiales demuestra la longitud apropiada para toda la madera de construccion, usted no debe cortar por adentado ninguna madera de construcci6n. Usted debe cortar la madera de construcciOn solamente despues de que sus postes estén adentro y usted ha remedido las distancias. Cortar por adelentado de la madera de construccion antes de la necesidad real puede dar resultar en despilfarro significativo en la madera de construccion. Una variaciOn leve de los planes en la colocaciOn de postes puede causar la madera de construcciOn clasificada correctamente segun los planes para no caber para el use previsto. Decking 168793 25 5/4"X6"X12' PREM PT WEATHERSHIELD There will be 2 pieces A- Length 6' B - Length 6' Joist 255676 4 2X8-12FT#1 PT WEATHERSHEILD There will be 1 piece A- Length 11' 5" Joist 255676 4 2X8-12FT#1 PT WEATHERSHEILD , .« There will be 1 piece A- Length 11' Beam 255523 1 2X8-8FT#1 PT WEATHERSHIELD wifak There will be 1 piece A- Length 6' Beam 255676 1 2X8-12FT#1 PT WEATHERSHEILD There will be 2 pieces A- Length 5' 9" B - Length 5' 9" Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informacion contenida en esta pagina esta conforme a los terminos en la negacion,situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc. Page 11 of 16 Doc ID 1035fd93-56d9-4eff-9771-f1a652aa5766 7,43 -s Pro Deck D Post 256276 2 4X4-8FT#2 PT A There will be 1 piece A- Length 6' 4" Post 256276 2 4X4-8FT#2 PT There will be 1 piece A- Length 6' 10" Railing Post 256276 3 4X4-8FT#2 PT There will be 2 pieces A- Length 3' 6" B - Length 3' 6" Baluster 302477 30 2X2-8FT#1 PT WEATHERSHIELD There will be 2 pieces A- Length 3' 3" B - Length 3' 3" H Top Rail 254258 1 2X4-8FT#1 PT WEATHERSHIELD A There will be 1 piece A- Length 7' 10" H Top Rail 254258 2 2X4-8FT#1 PT WEATHERSHIELD There will be 1 piece A- Length 7' 7" H Top Rail 254258 1 2X4-8FT#1 PT WEATHERSHIELD V � 744" There will be 1 piece A- Length 6' Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta pagina esta conforme a los terminos en la negaciOn, situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc. Page 12 of 16 Doc ID 1035fd93-56d9-4eff-9771-f1a652aa5766 BI s e, Pro Deck D z Vert Top Rail 168768 1 5/4X6-8FT PREM PT WEATHERSHIELD There will be 1 piece A- Length 7' 10" Vert Top Rail 168768 2 5/4X6-8FT PREM PT WEATHERSHIELD There will be 1,:,,_ piece A- Length 7' 7" Vert Top Rail 168768 1 514X6-8FT PREM PT WEATHERSHIELD �— There will be 1 piece A- Length 6' Ledger 255523 1 2X8-8FT#1 PT WEATHERSHIELD There will be 1 piece A- Length 6' Rim Joist 255523 1 2X8-8FT#1 PT WEATHERSHIELD There will be 1 piece A- Length 6' Rim Joist 255676 4 2X8-12FT#1 PT WEATHERSHEILD A-;-" • There will be 1 piece A- Length 11' 6" Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaciOn final del diser o. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacidn contenida en esta pagina esta conforme a los terminos en la negacion,situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc. Page 13 of 16 Doc ID 1035fd93-56d9-4eff-9771-f1a652aa5766 • BIG: , . Pro Deck DesignTMPrrl Material List Qty UOM SKU Description Stock Items 4 EA 168768 5/4X6-8FT PREM PT WEATHERSHIELD III 1111111111111 25 EA 168793 5/4"X6"X12' PREM PT WEATHERSHIELD III 11111111 I IIII 6 EA 169765 80LB QUIKRETE CONCRETE MIX III 1111111111111 1 BX 177313 DECKMATE SCREW, TAN, 3-1/2IN, 5LB 11111111111111111 1 BX 192708 16D 3-1/2" HOT GALV COMMON 5 LB 111 1111111111111 1 BX 193631 3D 1-1/4" ELECTRO GALV. ROOFING 1 LB III 1111111111111 4 EA 254258 2X4-8FT#1 PT WEATHERSHIELD III IIII 1111111 II 3 EA 255523 2X8-8FT#1 PT WEATHERSHIELD 111 1111111111111 13 EA 255676 2X8-12FT#1 PT WEATHERSHEILD 111 11111 IIII 1111 11 EA 256276 4X4-8FT#2 PT 111 1111111111111 30 EA 302477 2X2-8FT#1 PT WEATHERSHIELD III 1111111111111 4 EA 439398 WHITE GALVANIZED DECK LEDGER 11111111111111111 2 BX 446408 16D 3-1/2" HOT GALV BOX 1 LB 11111111111111111 1 BX 461046 10D5HDG 10DX3" HDG NAILS-5LB BOX IIII VIII I IIII 111 36 EA 538892 HEX NUT GALV 1/2 11111111111111111 58 EA 538981 FLAT CUT WASHER GALV 1/2 III VIII 111111111 24 EA 544208 CARRIAGE BOLT-GALV. 1/2 X 8 11111111111111111 2 BX 735003 DECKMATE SCREW; GREEN, 3 IN, 5LB 11111111111111111 1 BX 735068 DECKMATE SCREW, TAN, 2-1/21N, 5LB III(11111 I II III 11 16 EA 865858 LUS28Z 2"X8" 18GA DBL SHEAR HANGER 111 I III III 11 III 11 12 EA 927708 CARRIAGE BOLT GALV 1/2 X 6 11111111111111111 22 EA 928585 LAG SCREW GALV 1/2 X 5 III111111III II III Total Price $1,039.81 Estimate Created: 08/16/2012 Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaciOn final del diseno. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacidn contenida en esta pagina esta conforme a los terminos en la negaci0n, situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc. Page 14 of 16 Doc ID 1035fd93-56d9-4eff-9771-f1a652aa5766 Pro Deck D Days Valid 14 This price does not include any Special Order items. Please see Store Associate to adjust the design or to price and order items. Parameters used for Deck 1: 60 psf live load, 48 inch footing depth. Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaciOn final del diser o. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacibn contenida en esta pegina este conforme a los terminos en la negaciOn, situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc. Page 15 of 16 Doc ID 1035fd93-56d9-4eff-9771-f1a652aa5766 BIG g Pro Deck 3 g Pro • Disclaimer Warning and Important Instructions: EDGENET, INC. assumes no responsibility for the correct use or output of this program. This is not a final design plan or estimate. Variations in building codes, specific architectural considerations, and site conditions may require changes to the design and estimate. You are responsible for the final structure, conforming to local building codes, materials and structural safety of the final design. EDGENET, INC. does not engage in the practice of engineering, architecture, or general contracting. EDGENET, INC. does not assume any responsibility for design, engineering, or construction; for selection or choice of materials used; for compliance with any codes, laws, or standards of workmanship. All designs, estimates and final structures should be examined by a qualified professional to determine they are reasonable and accurate. DO NOT CUT LUMBER AND/OR MATERIALS IN ADVANCE. Advance cutting may lead to lumber and/or materials that are too long or too short for the structure. EDGENET, INC. does not assume any responsibility for lumber and/or materials cut that do not fit the structure. Advertencia e Instrucciones Importantes: EDGENET, INC. no asume ninguna responsabilidad por el uso correcto ni por los productos de este programa. Esto no constituye un plan de diserio o estimaciOn final. Las variaciones en los codigos de construccion, las consideraciones arquitectOnicas especificas y las condiciones del sitio pueden requerir cambios en el diseno y la estimaciOn. Usted es responsable de que la estructura final cumpla con los codigos de construcciOn locales y con la seguridad estructural y de los materiales del diseno final. EDGENET, INC. no participa en la ingenieria, la arquitectura ni en la contrataciOn general. EDGENET, INC. no asume responsabilidad alguna por el diseno, la ingenieria, o la construccion; por la selecciOn o la eleccion de los materiales usados; por el cumplimiento de los codigos, las Jeyes, o los estandares de mano de obra. Todos los disenos, las estimaciones y las estructuras finales deben ser examinados por un profesional calificado para determinar que sean razonables y exactos. NO CORTE LA MADERA NI LOS MATERIALES CON ANTELACION. Si la madera o los materiales se cortan con antelacion, pueden ser demasiado largos o cortos para la estructura. EDGENET, INC. no asume responsabilidad alguna si la madera o los materiales que se cortaron no encajan en la estructura. Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaciOn final del diseno. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informacion contenida en esta pagina esta conforme a los terminos en la negacion,situada en el extrema de este documento. Copyright©1989-2012 Edgenet, Inc. Page 16 of 16 Doc ID 1035fd93-56d9-4eff-9771-f1a652aa5766 I 4.°Sc ,6" *4 .. 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