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HomeMy WebLinkAbout12x16 Deck 2014 J 21 G N p c0 Z! o Z+ N)' O CJ 'a "a 'p1-,..i 2 a J a � a c a, � c _ G p- 0 n to O its4- I Q, cL (-1)( >d a) In L I to N c N a) to I 0 C = c E � c, 1 Q e -c 4_+ cn cn Q D M u U .5- V i • ! c r0 U2 1 o 0 0 L 0 0 H Z a) c � W a < a o "1.'l E 8 ,.§- a g c ›' • cc, Z Q O m au ILLI -f p O M LI. W (1) 0CO 0 Z N Q c a D o L 1"\\ 6 3 O _ -0 o 4 aro J LI. c U 0 lag b in oii � J Z 1 �/ u CO W 01:E3- V 41 0 W c .- d 0 m U U 'U1 Ci ( s -� .U' a! o 1-1 a \ m Y - G d o ra Q) 'C C D Q) C r: d i k 1- CC (6 0 4-, UU 11 i Ce — c ' � 112 i L n O d ;E m (n .0 p Q) +� _1 U 0 Q CI.E Q U = En CD CN W ti U) z O Q) .- CU (1) ;~ L C (a fl. E U aj •0 C C in 0 ) " Q0 a) a - I- UN a 0 (fl 0 Town of Montville Building Department CERTIFICATE OF OCCUPANCY APPROVAL 1 G tof(Cc h ROO C1 Property Address IXILc D - -- Job Description Required Department Permit Issuance Approval Approval ,/ Planning & Zoning ; - _ �� / // `f \ _ Signature/date Comments: Health Department Required for all permits except Plumbing,Electrical,Mechanical,Roofing,Siding,Windows&Doors Signature/date Comments: ❑ WPCA, Administrative Required for properties on sewer Signature/date Comments: ❑ WPCA, Operations When Required by WPCA Signature/date Comments: [� Fire Marshal Required for all properties EXCEPT one and two family Signature/date Comments: ❑ Department of Public Works Required when project includes driveway work or certain drainage requirements Signature/date Comments: ❑ Copy of State Dept. of Transportation Certificate 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 Final Inspection RevisedMarch 19,2010 Field Inspection Notice Town of Montville Building Department 860-848-3030 Ext.382 Address: 19 Porach Road Job Description: 12x16 Deck Permit Number(s) B2014-0311 Permit Date: August 25,2014 Not Approved Approval INSPECTION Date: Comments Special Date Conditions Deck Piers • ' 8/26/14 DJ Final inspection and • • certificate of • 12/12/14 DJ occupancy **NOTE** After one re-inspection additional inspection fees payable prior to re-inspection,are as follows: Residential inspections(except SFR CIO&SFR Additions C/O)-$10.00 SFR and Additions C/O re-inspections -$10.00 Commercial re-inspections(except Certificate of Occupancy- $25.00 Commercial Certificate of Occupancy- $50.00 Rev.Date: 1/18/06 Page 1 of 1 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: 82014-0311 Date: 95 Aua-14-Map/Lot: 103/086-1100 Owner ID: 5664000 Project Location: 19 PORACH ROAD Unit: Job Description: _12xJ6Deck Owner Nam Harry Plo zio III Tenant Name N/A Careof: 28 Grassy Hill Rood ..f_a_st_l vme CT 06333- Telephone: Applicant Name Pronerty Owner Telephone: DBA: Lic/Reg Type Lic/Reg N 0 Exp Date: ronctntfio+�V_o110 Permit Fees Consfntc,ffop Infnrmntinn Building Value: S6.717.00 Building Fee: $84.00 Use Group: IRC Plumbing Value: SQOO Plumbing Fee: $11A1._ Code: 2005 State Building Code Mechanical Valu SO,_ Mechanical Fe sn.00 Electrical Value: $0.00 Electrical Fee: SD.AO Construction Type IRC Total Value: S6,71/,00 00 Penalty Fee: D.00 Permit Code: RIO C of 0 Fee: S5 Comment Plan Review Fe MAO_ State Ed Fee: $1.75 Total Fee Paid: 5104.15 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. BUILDING PERMIT INSPECTIONS PLUMBING,MECHANICAL,ELECTRICAL PERMIT INSPECTIONS ❑ Footing-Prior to pouring concrete ❑ R Plumbing and leak test © Deck Piers ❑ R Electrical ❑ Backfill-Footing drains and waterproofing ❑ Elec Trench-with conduit installed ❑ Concrete Slab-Prior to pouring concrete ❑ Pool Bonding ❑ Anchor Bolts-with sill plate and prior to floor frami ❑ Electrical Service CRS No: _ 0_ © Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation - •4 a z of :•proval e 'is; -of Occupancy Building OfficiafAooroval: _ — - �� �� Town of Montville Building Department Residential Accessory Structure Plan Review Form Date: c9/2...2//S/ Job Address: 1 % r c t L Job Description: /2 X I d ec/C Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review(two sets are required) (C.G.S.29-252a.) This list is offered as a guideline only. It is not meant to be all-inclusive for every permit application,nor is it meant to take the place of the State Building Code. SUPPORTING DOCUMENTATION SITE PLAN Permit application not completed Site Plan required Permit fee due$ Site Plan does not match the building plans Permit fee to be calculated Finish floor elevation not indicated Worker's comp.affidavit or worker's comp.certificate to be submitted Distance from the property line(s)to the structure not identified Copy of contractor's registration or license required Structure dimensions not provided Construction permit sign-off sheet required with appropriate approvals,it shall Existing and proposed contours are not provided or insufficient be the applicant's responsibility to obtain the required signatures Footing drain discharge not identified Affidavit required from the holder of the registration or license authorizing you Utilities not provided(electrical,phone,cable,sewer,water,gas) to apply for a permit with their information Delineation of flood hazard areas and design flood elevation is required per • Provide supporting documentation to show compliance with the 2009 IECC section R106.1.3 (ivww.encr&'rcnde em)OR s/m!l meet the requirements of Table Ni 102.1 Private sewage disposal system to be identified along with all technical and soil based on climate tate Sin Table N1102.1 data as per section RI06.2.1 Two sets of construction documents required, this includes all engineering Grading is to slope away from the building,provide more detailed information data,calculations and all other documentation(8106.1) Plan submitted is not the same plan that has been approved by the Zoning Documents are copyright protected,provide original plans or a letter from the Department and/or Health Department designer authorizing the duplication of the plans Retaining wall—construction documents required Field set of the approved construction documents are required to be picked up Retaining wall documents required to be stamped and signed by a Connecticut from our office and must be available on site during all inspections Registered Professional Engineer Construction documents shall be of sufficient clarity to indicate the location, nature and extent of the work proposed as per section R106.1.1 FOUNDATION Construction documents do not match the orientation of the structure on the No plans submitted or insufficient information site plan Dimensions required Wall thickness not identified WIND LIMITATIONS Footing size not identified Submit supporting data to show conformance with the wind limitations in table // Frost protection not identified or is insufficient 1301.2(1)as determined fromAppendix 1?of the 2013 CT supplements. Column type,size,spacing not identified or insufficient Documents required to be stamped and signed by a CT registered Professional Waterproofing details not provided or insufficient Engineer ✓ Pier type,size and anchor details not provided or insufficient Braced walls not identified on the construction documents or are insufficient Formulation reinforcement bars required,size and location are not shown or Braced wall calculations required specified Documents required to be stamped and signed by a CT registered Professional Engineered foundation plan required Engineer if based on ASCE 7-02 or WFCM chapter 2 Crawl space ventilation,location,type and size not provided or insufficient Ridge connection not identified or insufficient Crawl space access,location and size not provided or insufficient Roof-to-wall connection not identified or insufficient Wall-to-wall connection not identified or insufficient WINDOWS&DOORS Wall-to-sill connection not identified or insufficient Door sizes not identified Provide engineering data for the piers to resist gravity,lateral,shear and uplift Window size&type not identified loads,stamped and signed by a CT licensed design professional Window header size not identified or insufficient Hold-down devices,location and type not identified or insufficient Door header size not identified or insufficient Foundation anchor spacing not identified or insufficient Construction documents do not match the engineering data submitted GARAGE and CARPORTS Cold-formed steel framing shall comply with the requirements of one of the No plan submitted or insufficient information provided following standards:.I STII A 653:Grade 33,and 50(Class I and 3),ASTI! :1 792:Grade 33,and 504 or AST411 A 1003:Structural Grade 33 Type 11, Building section required mal.0 Typell Opening protection between the garage and residence is not identified or insufficient per section R309.1 Separation between the garage and the residence is not identified or insufficient per section R309.2 Detached garages shall be separated from dwellings on the same lot as required by section R309.2 with opening protection as required by section 309.1 when spaced 10 feet or less from the dwelling. ELEVATIONS No plans submitted or insufficient information Plans do not match the floor plans Finish grade not identified or does not match the site plan Building height(s)not identified Dimension height of chimney Roof pitches not identified 9riserlMarcfr 18,2014 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.: Yc QI4—0.31 Type of Work Occupancy Type Permit Type ❑New Construction 0 Single Family 0 Building ❑Addition 0 Two-Family 0 Plumbing ❑Alteration 0 Townhouse 0 Mechanical 0 Accessory Structure 0 Electrical CRS#: Property Address: /7 /26.'LgcJ., t24 (Number) (Street) (Unit) Job Description: /o11 ic rG 1 Owner: 4e) v.Address: al 8 ifie//20/ City: I itron.e State: CY Zip Code:0633 Telephone( ) - Applicant: 71-6144% G-00-14.M.- DBA: Address: City: State: Zip Code: Telephone( ) - 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 th gh 42 of the Residential Code. Owner/Agent Signature: i ( Date: g/f7 / Y 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: Revised:August 23,2W7 Town of Montville Building Department File Receipt Date: 18-Aug-14 ReceiptNo: 9640 Received From: Harry Picazio Job Address: 19 Porach Road Town Fees Collected State of Connecticut Fees Collected Bldg Cash: $0.00 State Cash: $0.00 Bldg Check: $104.15 State Check: $1.75 Bldg Credit: $0.00 State Credit: $0.00 Fire Cash: $0.00 Fire Check: $0.00 Fire Credit: $0.00 Construction Value: $6,717.00 Demolition Value: $0.00 CheckNo: 122 Received By: Carmen Kneeland „/1 C% C' Address: 19 Porach Road ITEM QTY $/UNIT TOTAL Building Plumbing Mechanical Electrical BUILDING AREA Basement,Finished SF $ 41.96 $ - $ - Interior Renovations SF $ 36.09 $ - $ - $ - AMENITIES Kitchen BA $ - $ - $ - Full Bathroom EA $ - $ - Half-Bathroom EA $ - $ - GARAGE Detached SF $ 71.53 $ - $ - MECHANICAL Warm-Air n WN $ - Hot Water n Y/N $ - Electric n- Y/N $ - Air Conditioning n Y/N $ - ELECTRICAL SERVICE Upgrade Amps $ - Subpanel EA $ 699.00 $ - Gen Set EA $ 3,850.00 $ - SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 6,497.70 $ - Masonry w/tfireplace EA $ 7,096.65 $ - Masonry w/2 fireplaces - EA $ 11,095.70 $ - Wood Stove,free standing EA $ 2,692.25 $ Wood stove insert - FA $ 1,859.77 $ - DECKS,PORCHES,SUNROOMS Deck 192 SF $ 34.98 $ 6,716.16 Porch SF $ 149.38 $ - Sunroom SF $ 176.90 $ - $ - f( 1 POOLS&HOT TUBS Hot Tub FA $ 8,016.25 $ - $ - Inground Pool FA $ 31,550.00 $ - $ - Above Ground Round FA $ 6,299.46 $ - $ - Above Ground Oval FA $ 7,019.75 $ - $ - Pool Heater EA $ 8,984.25 $ - $ - Inflatable Type Pool FA $ 1,200.00 $ - $ - a` SHEDS w/o electrical SF $ 25.55 $ - w/electrical SF $ 26.85 $ - $ - RENOVATIONS Roofing,Overlay SF $ 3.50 $ - Roofing,Strip&reroof SF $ 4.50 $ - Roof Sheathing SF $ 1.51 $ - Siding SF $ 6.75 $ - _ Windows FA $ 550.00 $ - Skylights FA $ 1,051.10 $ - Doors,Exterior FA $ 601.50 $Oil Tank,275 Gallon - FA $ - Oil Tank,550 Gallon EA $ - MISCELLANEOUS CALCULATIONS TOTALS $ 6,716.16 $ - $ $ - 4 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 6,717.00 $ 84.00 i' Plumbing y $ - $ - Mechanical y $ - $ - Electrical y $ - $ - Working before Permit Issuance n $ - Certificate of Occupancy Fee $ 10.00 Plan Review Fee $ 8.40 State Education Fee $ 1.75 TOTALS $ 6,717.00 $ 104.15 Figures are based on the 2006 RS Means Residential Cost Data k t State of Connecticut CWorkers' Compensation Commission 7A : %+ � �� Please TYPE or PRINT IN INK 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 / it'—el in the City I Town of .L ; LS— 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: lfd I am the OWNER of the above-named property.I WILL NOT act as the general contractor or principal employer. Signature of OWNER Applicant- - ❑ 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 IDS(FEIN) Signature of SOLE PROPRIETOR 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. • PO Roc-A_ci Property Address . l x 1(4, 0-e<_ )C, Job Description Required Department Approval Permit Issuance Approval /MI Tax Collector X11--,� fa�- _ h'//41 i y- Signature/date Comments: Planning &Zoning � 2 ,21 c .7-- 664'3Signature/date C t Comments: J Fire Marshal � 9)�ii /1(/ Signature/date/ Comments: ❑ Health Department Required for properties with private septic or well Comments: /al WPCA, Administrative ( (c �I Required for properties on sewer Signal e/da Comments: ❑ WPCA, Operations When Required by WPCA Signature/date Comments: ❑ Department of Public Works Required when project includes driveway work or certain drainage requirements Signature/date Comments: ❑ Montville Police Department • Required for all permits EXCEPT one and two family residential Signature/date Comments: • ❑ State Dept. of Transportation Re•uired for Structures over 100 000 s..ft or with more than 200 •arkin. s.aces-Official co. of STC Certificate of 0•eration re.uired—.er CGS 14-311 Signature/date Building Department Review Complete Signature/date 7ZevisedMay 23,201 , ..,,, , a Pro Deck DesignTM ,., ,, 3D View RECEIVED AUG 18 2014 BUILDING DEPT. i� ,,,v,,;',:::::::1141:1.!'11;:;:f•;-:%:::,°2i,e,, -,-f;i'.':-!;:›•.7 :: .„i , :' . :-, :1 ' ' c, :,--,:,:,;:.; ,,.,..,,:;;;,:, I Li CJ $' -' F 'iDd X ppi .c� e✓ ' »& ar � 4$%�4 . 3.. . wi • $ .' .. '- &,'', �' �, i 11 ,F, -11:k...1.,!?..i4ft! ril,:f:';°4''' 0 , ;j 4,. Iiiil 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 estimaci0n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la in contenida en esta p�gina esta conforme a los t�rminos en la negaciOn, situada en el extremo de este documento. Copyright©1989 2014 Edgenet, Inc. Page 2 of 20 Doc ID 5de7f974-6c71-4464-8b31-2a2d5e31f520 BIG • DesignTM d d 3 Pro Deck D 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 instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseiio. 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 negaci6n,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 3 of 20 Doc ID 5de7f974-6c71-4464-8b31-2a2d5e31f520 BIG X . Pro Deck DesignTM rsc, I .., ,P.0 Dimension View 16 ft ' ., —..,.. cs x»PryyP sp"n'4- i. ,,v w;:m.� Y+ .._ -..Eas"", rl „moi' I ! IP.- 3 ,f { • F I : ..:i.) f I ics,r,:ir . ',',J . ,, ,I 1 I I I k 1 �e Elf --v r- m A., 4a ,�.iri.,,.� �a- ,I, as .-4- �€s. , .a' ?..z`- ,3 - 1%,4 Deck I -.141 11110- 16 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 e instrcciones importantes: Esto no es un plan ni una estimaciOn final del diseho. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaciOn contenida en esta p8gina esta conforme a los terminos en la negacidn,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 4 of 20 Doc ID 5de7f974-6c71-4464-8b31-2a2d5e31f520 BIr 3 Pro Deck DesicjnTMIN X Post View 6 in 6 in bin bin BasePoint W U 5' 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 informaciOn contenida en esta pagina esta conforme a los tarminos en la negaciOn,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 5 of 20 Doc ID 5de7f974-6c71-4464-8b31-2a2d.5e31f520 BIGZ TM F . 3 Pro Deck Design Stair 1 Step Width - 36 in Step Height - 60 1/4 in Step Rise - 7 17/32 in Step Run - 11 in Stringers - L2x12 Treated Southern Pine No. 2 Risers - L2x4 Treated Southern Pine No. 1 Treads - L5/4x6 Treated Southern Pine No. 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 estimaciOn final del diselio. 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 t8rminos en la negaci6n, situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 9 of 20 Doc ID 5de7f974-6c71-4464-8b31-2a2d5e31f520 Pro DecDesiçjnTM Deck Information Deck 1 Construction Method - Beam Flush With Joist Footing Type - Pier In-Ground Live Load - 60 Dead Load - 10 Decking Spacing - 1/8 in Joist Spacing - 16 in Beam Spacing - 144 in Post Spacing - 62 5/32 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 - 68 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 7 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 5 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 3 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 2 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 disel o. 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 tarminos en la negaciOn, situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 8 of 20 Doc ID 5de7f974-6c71-4464-8b31-2a2d5e31f520 • BIG TM Pro Deck Design sms Railing Details View U J U U U U U U U U U U U U U U U 8' O 3' o- l 27.5' !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 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 tarminos en la negaciOn,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 7 of 20 Doc ID 5de7f974-6c71-4464-8b31-2a2d5e31f520 OZ941.fagpleZ-lEg8-4944-1.L09-4L6)L9p9 01 300 0Z 10 9 86ed oui ';aua6P3 41.OZ-6861.00 1g6uido0 o;uawnoop a;sa ap owaJ;Xa la ua span;is'uope6au el ua souiwial so!a aWJo;uoo else eui6pd else ua epivaluoo ugioewJo;ui el epol eweAcud a;sa ap o;oanoo epiies eI ap o osn lap pepiligisuodsai eun6uiu awnse ou ONI `13N3Oa3 'oVesip lap pull uo1oewi;sa 8un iu ueid un sa ou°;s3 :saluepodwi sauoioo.1;sw a epuepanpy ;uawnoop siy;;o pue ayl;e paleool Jawiepsip ay;ui swia;ay;o;pefgns si a6ed sly;uo pauieluoo uoi;ewJo;ui iiv wei6oid siy;;o lndlno JO asn 13911oo ay;Jo;Apligisuodsal ou sawnsse ONI '13N]O43 'a;ewilsa Jo ueid u6isep Iew;a lou si situ :suogonJ;sul luepodwl pue 6wwem 0O in paniseaw aje suoisuawip duiaeds ia8uuls pue 1siof Illi sajoN U U U U U U U U U U U U 0 0 0 0 0 0 0 0 0 0 0 0 C C C 0 C 0 C M V 7 V V 7 - - d' VV cn EC w w w w w w w w w w w ,iv aw r r,;,,,o 41. ,_ ,,,,,,I„z0.4,,,,,,,v, .z5,,4,,,,,e3 t,11.4,,..„,4,00 ;lot ,, f a gg I as i /qa 4 C C C - C C C C C C C ' C «'..:; 1.., 0, 0, 0 0. a, a, 0� 0 0, 0, D, Si 1 t i 7 1 -''' .. I. x 11 ! i i rt y€ 1, 001J 1 1 00 11 1 mem inoAei lsior Z IN, k fr11 1 1 a 'e °Ad 1018 BIGm piPro Deck DesignTM .: . ; Sku Usage List Usage Sku Description Qty Baluster 430400 2X2-42" PT BEVEL 1 END BALUSTER 91 Beam 255677 2X8-16FT#1 PT WEATHERSHEILD 1 Decking 159091 5/4X6-16FT PREM PT WEATHERSHIELD 26 H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 5 H Top Rail 254907 2X4-10FT#1 PT WEATHERSHIELD 2 Joist 255676 2X8-12FT#1 PT WEATHERSHEILD 11 Ledger 255677 2X8-16FT#1 PT WEATHERSHEILD 1 Post 258132 4X4-12FT#2 PT 2 Railing Post 256276 4X4-8FT#2 PT 5 Rim Joist 255676 2X8-12FT#1 PT WEATHERSHEILD 2 Rim Joist 255677 2X8-16FT#1 PT WEATHERSHEILD 1 Riser 254258 2X4-8FT#1 PT WEATHERSHIELD 1 Riser 254907 2X4-10FT#1 PT WEATHERSHIELD 5 Stair Stringer 255988 2X12-10FT#2 PT WEATHERSHIELD 4 Step Tread 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 Step Tread 168793 5/4X6-12FT PREM PT WEATHERSHIELD 5 Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 5 Vert Top Rail 168793 5/4X6-12FT PREM PT WEATHERSHIELD 2 Decking Treated Southern Pine No. 2 DeckScrew Green 735002 DECKMATE SCREW, GREEN, 2-1/21N, 5LB 2 Baluster Fasteners 1 Generic Baluster Screw 734605 DECKMATE SCREW, GREEN, 2-1/21N, .1LB 2 Beam to Post 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 '/2 8 Blocking Fasteners 1 Generic Blocking Nails 446408 16D 3-1/2" 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 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©1989-2014 Edgenet, Inc. Page 10 of 20 Doc ID 5de7f974-6c71-4464-8b31-2a2d5e31f520 TM 3 Pro Deck Desuqn Usage Sku Description Qty Builders Tube 1_Generic 10" BuildersTube 336963 10"X48"TUBE FOR CONCRETE 4 4x4 Concrete 1_Generic 10" Pier for 4x4 169765 80LB QUIKRETE CONCRETE MIX 15 Diagonal Bracing Connection 2_Generic DiagBraceBeamB 544208 CARRIAGE BOLT-GALV. 1/2 X 8 8 olt DiagBraceBeamN 538892 HEX NUT GALV 1/2 8 ut DiagBraceBeamW 538981 FLAT CUT WASHER GALV 1/2 8 ash 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 sh Diagonal Bracing 1_Generic Post To Beam 257974 4X4-10FT#2 PT 2 Post To Joist 256276 4X4-8FT#2 PT 2 Flashing Fasteners 1_Generic LedgerFlashing 193631 3D 1-1/4" ELECTRO GALV. ROOFING 1 LB 1 Nail Flashing 1_Generic LedgerFlashing 439398 WHITE GALVANIZED DECK LEDGER 2 Wh Joist Hangers/Fasteners 1 Generic 2x8 Hanger 479881 SIMPSON #10 X 2.5" CONNECTOR SCREW 3 Screws 2x8 Joist Hanger 865858 LUS28Z 2"X8" 18GA DBL SHEAR HANGER 22 Ledger Fasteners 1_Generic 5" Lag 928585 LAG SCREW GALV 1/2 X 5 13 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 informaci6n contenida en esta pagina esta conforme a los t6rminos en la negacion,situada en el extreme de este documento. Copyright©1989-2014 Edgenet, Inc. Page 11 of 20 Doc ID 5de7f974-6c71-4464-8b31-2a2d5e31f520 Pro Deck DesiDesignTM x Usage Sku Description Qty Lag Bolt Washer 538981 FLAT CUT WASHER GALV 1/2 13 Post Base Connection 2_Generic Simpson 4x4PB 669421 ABA44Z 4"X4" 16GA ZMAX ADJ POST BASE 4 Simpson 4x4PBN 462810 N1ODHDG 10DX1-1/2" HDG NAILS-1LB BOX 1 Rail Post Connection 1_Generic Rail Post-Bolt 927708 CARRIAGE BOLT GALV 1/2 X 6 20 Rail Post-Nut 538892 HEX NUT GALV 1/2 20 Rail Post-Washer 538981 FLAT CUT WASHER GALV 1/2 20 Rail to Rail Post Connection 1_Generic Railing Screws 734854 DECKMATE SCREW, TAN, 3 IN, 1LB 1 Rim Joist Fasteners 1_Generic Rim Joist Nail 446408 16D 3-1/2" HOT GALV BOX 1 LB 2 Stringer Connection 1 Generic Simpson 593250 LSCZ 18GA ZMAX ADJ STAIR-STRINGER 4 StrngrHngr Simpson 479710 SIMPSON#10 X 1.5" CONNECTOR SCREW 1 StrngrHngrS Tread Connection 1_Generic Tread Screw 734605 DECKMATE SCREW, GREEN, 2-1/2IN, 1LB 2 Green 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. it Advertencia e instrcciones importantes: Esto no es un plan ni una estimacibn final del disero. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacibn contenida en esta pagirla esta conforme a los tarminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. { Page 12 of 20 Doc ID 5de7f974-6c71-4464-8b31-2a2d5e31f52o r 03 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 int 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 construcci6n, usted no debe cortar por adentado ninguna madera de construcciOn. 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 signific;ativo 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 previstto. Decking 159091 5/4X6-16FT PREM PT WEATHERSHIELD 26 There will be 1 piece A- Length 16' Joist 255676 2X8-12FT#1 PT WEATHERSHEILD 11 There will be 1 piece A- Length 11' 9" Beam 255677 2X8-16FT#1 PT WEATHERSHEILD 1 There will be 1 piece A- Length 16' Post 258132 4X4-12FT#2 PT 2 There will be 2 pieces A- Length 5' 7" B - Length 5' 7" Railing Post 256276 4X4 8FT#2 PT 5 x4 There will be 2 pieces A- Length 3'6" B - Length 3' 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 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©1989-2014 Edgenet, Inc. Page 13 of 20 Doc ID 5de7f974-6c71-4464-8b31-2a2d5e31f520 BIGx Pro Deck Design TM ., , ,,, IN; Baluster 430400 2X2-42" PT BEVEL 1 END BALUSTER 91 4 There will be 1 piece A- Length 3' 3" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 '''''.:4::.--",:';'-#';',-,:'..;-„Tr t..,;.-:-.1';4:tiffrarerartalMI There will be 1 piece A- Length 5' 11" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 --'.';ft',-,t':.;1---.m-t-'''::; .r--,rt4tTtriti:lf;'-T:a17z*,T ffi : 4s There will be 1 piece A- Length 7' 11" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 t 9 tee" There will be 2 pieces A- Length 5' 11" B- Length 4" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 � kf ,:t There will be 1 piece A- Length 4' 8" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 A a - There will be 1 piece A- Length 4' 5" H Top Rail 254907 2X4-10FT#1 PT WEATHERSHIELD 1 A There will be 1 piece A- Length 9' 1" 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 informaci6n contenida en esta pagina esta conforme a los t6rminos en la negaciOn,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 14 of 20 Doc ID 5de7f974-6c71-4464-8b31-2a2d5e31f520 BIGX Pro Deck DesignTM �v H Top Rail 254907 2X4-10FT#1 PT WEATHERSHIELD 1 ;03a. There will be 1 piece A- Length 8' 2" Stair Stringer 255988 2X12-10FT#2 PT WEATHERSHIELD 4 There will be 1 piece A- Length 8' 11" Step Tread 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 There will be 1 piece A- Length 3' Step Tread 168793 5/4X6-12FT PREM PT WEATHERSHIELD 5 9 -. There will be 3 pieces A- Length 3' B - Length 3' C - Length 3' Riser 254258 2X4-8FT#1 PT WEATHERSHIELD 1 There will be 1 piece A- Length 3' Riser 254907 2X4-10FT#1 PT WEATHERSHIELD 5 • There will be 3 pieces A- Length 3' B - Length 3' C - Length 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 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 disel o. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaciOn contenida en esta pegina este conforme a los terminos en la negaciOn,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 15 of 20 Doc ID 5de7f974-6c71-4464-8b31-2a2d5e31f520 t>; 3 Pro Deck DesicjnTM Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 7;7= 77:4441 -7014 There will be 1 piece A- Length 4' 5" Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 There will be 1 piece A- Length 7' 11" Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 Wi There will be 1 piece A- Length 4' 8" Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 There will be 2 pieces A- Length 5' 11" B - Length 4" Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 There will be 1 piece A- Length 5' 11" Vert Top Rail 168793 5/4X6-12FT PREM PT WEATHERSHIELD 1 There will be 1 piece A- Length 8' 2" Vert Top Rail 168793 5/4X6-12FT PREM PT WEATHERSHIELD 1 There will be 1 piece A- Length 9' 1" 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 estimaci0n final del diserlo. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacibn contenida en esta pagina esta conforme a los t8rminos en la negacibn,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 16 of 20 Doc ID 5de7f974-6c71-4464-8b31-2a2d5e31f520 oppr7 Pro Deck DesignTM <, Ledger 255677 2X8-16FT#1 PT WEATHERSHEILD 1 There will be 1 piece A- Length 16' Rim Joist 255676 2X8-12FT#1 PT WEATHERSHEILD 2 There will be 1 piece A- Length 12' Rim Joist 255677 2X8-16FT#1 PT WEATHERSHEILD 1 A E ar r There will be 1 piece A- Length 16' 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 torminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 17 of 20 Doc ID 5de7f974-6c71-4464-8b31-2a2d5e31f520 3£ Litr TMe ,V77 i•• Pro Deck DesicpnTM . , . ., ? „ Litiii. ,,,,, 41 Material List Qty UOM SKU Description Stock Items 26 EA 159091 5/4X6-16FT PREM PT WEATHERSHIELD III 1111111111111 6 EA 168768 5/4X6-8FT PREM PT WEATHERSHIELD III 1111111111111 7 EA 168793 5/4X6-12FT PREM PT WEATHERSHIELD III 1111111111111 15 EA 169765 80LB QUIKRETE CONCRETE MIX III 1111111111111 1 BX 193631 3D 1-1/4" ELECTRO GALV. ROOFING 1 LB III 1111111111111 6 EA 254258 2X4-8FT#1 PT WEATHERSHIELD 1 1 1111 111 1 111 II 7 EA 254907 2X4-10FT#1 PT WEATHERSHIELD I I IIII II IIIII I 1 13 EA 255676 2X8-12FT#1 PT WEATHERSHEILD I I IIII I IIII I III 3 EA 255677 2X8-16FT#1 PT WEATHERSHEILD I I IIII I IIIIII I1 4 EA 255988 2X12-10FT#2 PT WEATHERSHIELD 1 1 1111 11 11 11111 7 EA 256276 4X4-8FT#2 PT 1 1 1111 111 11 1 111 2 EA 257974 4X4-10FT#2 PT 1 1 1E111 IIIIII 1 2 EA 258132 4X4-12FT#2 PT I I III IIII II III 1 4 EA 336963 10"X48" TUBE FOR CONCRETE 111 11111 11 11 1 1111 91 EA 430400 2X2-42" PT BEVEL 1 END BALUSTER III 111111 11 111 1 11 2 EA 439398 WHITE GALVANIZED DECK LEDGER III IIIII IIII IIIII 4 BX 446408 16D 3-1/2" HOT GALV BOX 1 LB IIIIII III 11 1 111 II 1 BX 462810 N1ODHDG 10DX1-1/2" HDG NAILS-1LB BOX IIII III III IIII I II 1 EA 479710 SIMPSON #10 X 1.5" CONNECTOR SCREW IIIII I IIII I III I II 3 EA 479881 SIMPSON #10 X 2.5" CONNECTOR SCREW IIIII I I III II11111 44 EA 538892 HEX NUT GALV 1/2 II I IIII III III IIII 57 EA 538981 FLAT CUT WASHER GALV 1/2 III 11111 11 11 11111 24 EA 544208 CARRIAGE BOLT-GALV. 1/2 X 8 IIII II II 111 1 111 II 4 EA 593250 LSCZ 18GA ZMAX AD,1 STAIR-STRINGER IIIII III III IIIIII 4 EA 669421 ABA44Z 4"X4" 16GA ZMAX ADJ POST BASE 111111111 II 111111 4 BX 734605 DECKMATE SCREW, GREEN, 2-1/21N, 1LB 11111111111111111 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 terminus en la negacion, situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 18 of 20 Doc ID 5de7f974-6c71-4464-8b31-2a2d5e31f520 BIG 3 Pro Deck Design' TM Qty UOM SKU Description 1 BX 734854 DECKMATE SCREW, TAN, 3 IN, 1 LB III I IIII I1I IIII II 1I 2 BX 735002 DECKMATE SCREW, GREEN, 2-1/21N, 5LB III 1111111 I III 111 1I 22 EA 865858 LUS28Z 2"X8" 18GA DBL SHEAR HANGER IIsi 1111 I1I 11 I1I I1I 20 EA 927708 CARRIAGE BOLT GALV 1/2 X 6 III'I1I IIIi 1 1111 I1I 13 EA 928585 LAG SCREW GALV 1/2 X 5 IIII I1I 1 II 111 II IIII Total Price $1,608.52 Estimate Created: 08/15/2014 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 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 negacidn, situada en el extremo de este documento. Copyright©1989-2014 Edgenet, Inc. Page 19 of 20 Doc ID 5de7f974-6c71-4464-8b31-2a2d5e31f520 s Ir Tho Pro Deck Dem. 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 diseno 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 curnpla 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 selection o la election 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 information contenida en esta pagiria esta conforme a los terminos en la negation, situada en el extrema de este documento. Copyright©1989-2014 Edgenet, Inc. Page 20 of 20 Doc ID 5de7f974-6c71-4464-8b31-2a2d5e31f520