Loading...
69 HATHORNE ST - BUILDING INSPECTION (2) The Commonwealth of Massachusetts Board of Building Regulations and Standards CITY OF f Massachusetts State Building Code, 780 CMR SALEM Revised Mar 2011 Building Permit Application To Construct,Repair,Renovate Or Demolish a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: Date App ed: Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 1��t/r47`�/o 1.1 a Is this an accepted street?yes . no Map Number Parcel Number �(l 1.3 Zoning Information: 1.4 Property Dimensions: IY 1 Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yazd Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? Check if yes❑ Municipal❑ On site disposal system ❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Name(Print) City,State,ZIP vd Street HVo2ive 57 999,-979 -silts No.an Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORW(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ 1 Repairs(s), I Alteration(s) ❑ 1 Addition ❑ Demolition ❑ Accessory Bldg.❑ Number of Units_ I Other ❑ Specify: Brief Description of Proposed WorkZ: 8 o EX i-'m DEGk- I 'Y Y neck cent SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Labor and Materials Official Use Only 1.Building $ ' Soo 0.!L 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $ ❑Standard City/Town Application Fee Total Project Costa(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Su ression Total All Fees:$ u o Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ 13 Soo ` ❑Paid in Full ❑Outstanding Balance Due: Cx (0 30 SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) Q T cs F�a3 /o 7O -e 9 e V 4 roJ/1 f License Number Expiration Date Name of CSL Holder 2-0 • a d',I— L/0-&f List CSL Type(see below) y No.and Street TYPI Description PEggoQ 4 0/ °lGQ U estricted(Buildings u to 35,000 w.ft.) Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding ,� WVOyu 4 / SF Solid Fuel Burning Appliances 7AOf �f , T [/67OM44� I I Insulation Telephone Email address - Cc,✓h I D I Demolition 5.2 Registered Home Improvement Contractor(HIC) ^ Y'AN�AIIHl /Y/y°f � y ZZ HIC Registration Number Expiration Date C Company Name or 1-11t Registrant Name _ I - Wan Street o� p A �aorl9 , vvt A Email-address dress Ci /Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ..........Y— No...........❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT � T n I,as Owner of the subject property,hereby authorize JQ�r^/ �ArI V f1 Y A J to act on my behalf,in all matters relative to work authorized by this building permit application. X, A 6G A C', 6 (,n7^r L 6 a 1 r- Print Owner's Name(Electronic Signature) ate SECTION 7b:OWNEW OR AUTHORIZED AGENT DECLARATION By entering my ame bel ereb attest under the pains and penalties of perjury that all of the information con in appli do s tru nd accura E.Ialhefiest ofmy knowledge and understanding. Zo / is or A rize Agent's N e(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at vnvw.ntass.aov/oca Information on the Construction Supervisor License can be found at www.mass.eov/d,ps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" { Q Y OF SALEM, MASSACHUSEM BUILDING DEPARTMENT 120 WASHNGTON STREET,3AD FLOOR TEL(978)745-9595 KIMBERLEYDRISOOLL FAX(978)740-9846 MAYOR DiOMM ST.PMM DIRECTOR OF PUBLIC PROPERTY/BUILDING COINMSSIONER Construction Debris Disposal Affidavit (required for all demolition and renovation work) In accordance with the sixth edition of the State Building Code, 780 CMR, Section 111.5 Debris, and the provisions of MGL c40, S 54; Building Permit# is issued with the condition that the debris resulting from this work shall be disposed of in a properly licensed waste deposit facility as defined by MGL c 111, S 150A. The debris will be transported by: (name of hauler) The debris will be disposed of in: (name of facility) rR1961� 6 / . b`1 (address of facility) ignature of applicant f za �i� Date �--� 4CC7RIJ DATE(MM D0 YVW) CERTIFICATE OF LIABILITY INSURANCE 1 0 5/1 912 01 5 THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AM ENE,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT.If the certificate holder Is an ADDITIONAL INSURED,the policy(ios)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an indorsement.A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements . PRODUCER CONTACT Brenda Cezzolino EA Kelley Arc.Nq, (401)431-9883 FA (401)431-9889 450 Veterans Memorial Parkway ADOREss brendac@eakeiley.com Building 5 PRODUCER 216303 East Providence RI 02914 F INSURED INSURERA Atlantic Casualty Ins CO 42846 John Pentapas INSURER e: 407 Lowell Street INSURER C: INSURER D. Peabody MA 01960 INSURER'e: INSURER F: COVERAGES CERTIFICATE NUMBER: NUMBER: 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 JFANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INEU RANCE AFFORDE J BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HPJE BEEN REDUCED By PAID CLAIMS.P INSR TYPE OF INSURANCE ADDLSUBR POLICYNU0.18ER LIMITS GENERAL LIABILITY EACH CICU-IRENCE $ 1,000,000 x COMMEPCIPL GcNEP.AL'_IARI'JT1' F "t•>>;E 'oo�,uRanc=.1 4 50,000 1,,11n -MADE "OCCUR bAED EduiAnY one,,,") $ 5,000 A L118001204-1 03R62015 0326/2016 1,000,000 een:=z;�.cG;;.�GATE $ 2.000,000 i EN'LAGCPEGATELIM:TAPPJESRER -m,"D1JFT- :CNIP,0FACG $ 1,000,000 - POLICY R_� LOC -C-Me!NED SINGLE_dwin AUTOMOBILE LIABILITY -'Ea 2rn,d5v!i $ ANYA'JTO �LV tt.J_'F'i;Per perm; E ALL C\%NEDALITOb FGD'L-'II:JSRY;Per acaJenll SCHEDULEDA,U-OS PFGPER'Y DAMAGE m,dar HIREU FJJ-C'S NON-G ANED ALTOS $ UMBRELLA LIAR OCCUR =<CH CCC'J=FENCE tEILTEITON CE 59 LIAB 'AIM113'dADE AGGR-i-ATEUCTIELE S WORKERS COMPENSATION ANDN� TATU- OTH- EMPLOYERS'LIABILIIY YIN 11 EL EAC-ACC DENT $ �A�NFFYPRCRPREIET��RIPARTNERIE),ECUThE N NIA (menae my In )�F EXCLUDED? Et UIS_ASE- A-WL'ItEE I II a,de,criba under EL D!SEP.''_-FOLIC'LI'aIT $ RIPTIrN rlF OPFPATC vnr DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional lemaras Schedule,it more apace is required) Carpentry Contractor. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Altagracia Gomez THE EXPIRATION DATE THEREOF NOTICE WILL BE DELIVERED IN 69 Hathorne Street ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Salem MA 01970 ^aA/� ^ �V � V ©11 t988-2009 ACORD CORPORATION.All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents 11 !rkers' I Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERNDTTING AUTHORITY. Applicant Information T Please Print Le 'bl Name (Business/Organization/Individual): L Address: PO - AQl I.-CG r City/State/Zip: Qd-D O/X/ Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑I am a employer with employees(full and/or part-time).• 7. 7NIew construction 2.�-am a sole proprietor or partnership and have no employees working for me in 8. El Remodeling h`-'any capacity.[No workers'comp.insurance required.] - 3.❑I am a homeowner doing all work myself[No workers'comp.insurance required.]t 9. Demolition 4.❑1 am a homeowner and will be hiring contractors to conduct all work on my property. I will ]0❑Building addition ensure that all contractors either have workers'compensation insurance or are sole I LE]Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑ROOF repairs These sub-contractors have employees and have workers'comp.insurance.= 6.❑We are a corporation and its officers have exercised their right of exemption per MGL a 14.❑Other y✓ Ci 152,§1(4),and we have no employees.[No workers'comp.insurance required.] 'Any applicant that checks box#I most also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors most submit a new affidavit indicating such. =Contractors that check this box must attached an additional sheet showing the more of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cc and the pains a enaltf o 0 g g, 'formation provided above is true and correct. Si ature: Date: Phone#: O 2'1 Official use only. Do not write in this area,to be completed by city or town ofciaC City or Town: PermitfLicense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152;§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate he. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple perm Oicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in_(city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future pennits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. #617-727-4900 ext. 7406 or 1-877-NMSSAFE Fax#617-727-7749 Revised 02-23-15 www.mass.gov/dia BlGom TIA Pro Deck Design Estimate Prepared for: Store Information: ALTAGRACIA GOMEZ 2686 -50 TRADERS WAY#2686 69 HATHORNE ST SALEM, MA 01970 a SALEM, MA 01970 9789795185 (978) 741-9299 Estimate Created: 05/15/2015 / Days Valid: 14 Estimate Prepared by: J J 0 ✓ ti JOHN Design Systems 8 Decks Total Price (pre-tax): 588.33 "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 Iinea pueden variar de los en el almacen The Home Depot cerca de usted. Los precios demonstrados en esta cotizacion pueden ser diversos debido a los cambios an condiciones de la disponibilidad y del mercado del producto. Los precios para los articulos identicos pueden tambien variar 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 Ilevar 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 as un plan ni una estimaci6n final del disefio. EDGENET, INC. no asume ninguna responsibilidad del use o de Is salida correcto de este programa.Toda la informaci6n contenida en esta p6gina est6 conforme a los t6rminos en Is negaci6n,situada an el extremo de este documento. Copyright©1989-2015 Edgenet, Inc. Page 1 of 20 Doc 10 fblb77c3-cc69-4be9-b3c7-667be4dbc94b BEGN Pro Deck DesignTM z 3D View t, for 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 insircciones 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 an esta p6gina est6 conforme a los tarminos en Is negaci6n,situada an el extremo de este documento. Copyright©1989-2015 Edgenet, Inc. Page 2 of 20 Doc ID fbib77c3-cc69-4be9-b3c7-667be4dbc94b BlGxp Pro Deck Design TM Plan View r � L f Warning and Important Instructions: This is not a final design plan or estimate. EDGE NET, 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 as un plan ni una estimaci6n final del diseAo. EDGENET, INC. no asume ninguna responsibilidad del use o de Is salida correcto de este programa.Toda la informaci6n contenida an esta pSgina est9 conforme a los terminos an la negaci6n, situada an el extremo de este documento. Copyright©1989-2015 Edgenet, Inc. Page 3 of 20 Doc ID fblb77c3-cc69-4be9-b3c7-667be4dbc94b BIGm Pro Deck DesignTM Dimension View 24 fit i� P i S 1. 1 Deck 1 i 24 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 as un plan ni una estimaci6n final del diseho. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida an sate p8gina est6 conforme a los terminos en la negaci6n, situada en el extremo de este documento. Copyright©1989-2015 Edgenet, Inc. Page 4 of 20 Doc ID fbib77c3-oc69-4be9-b3c7-667be4dbc94b L Pro Deck DesignTM Post View 6in 6in - ---------- -- —i6in ,6 in BasePoint 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 estimaci6n final del diserlo. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p6gina est6 conforme a los tErminos en la negaci6n,situada an el extremo de este documento. Copyright O 1989-2015 Edgenet, Inc. Page 5 of 20 Doc lDfblb77c3-m69-4be9-b3c7-667be4dbc94b BIGm Pro Deck DesignTM RAI Joist Layout View r� I� IfroC I floc P P U U U U U U U U U U U U U u U u U b b b b b b b b b b b b b b b b b 10 in OC MO- "a" MEW A A A A A A A A A A A A A G A 0 0 0 0 0 o e v o 0 O O O O O O O O O O O O O O O O O O Notes: A 11 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 importantes: Esto no as un plan ni una estimaci6n final del diseflo. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida an esta pegina este conforme a Ids terminos an la negaci6n, situada an el extremo de este documento. Copyright 01989-2015 Edgenet, Inc. Page 6 of 20 Doc 10 fblb77c3-cc69-4be9-b3c7-667be4dbc94b SIM Pro Check DesignTM Railing Details View 8' p 3' 0' 22Y F 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 a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseMo. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta pbgina est6 conforme a los t6rminos an la negaci6n,situada an el extremo de sate documento. Copyright©1989-2015 Edgenet, Inc. Page 7 of 20 Doc lDfblb77c3-cc69-4be9-b3c7-667be4dbc94b BIG% Pro Deck DesignTM 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 - 72 in Post Spacing - 94 5/32 in Decking - L5/4x6 Brown Veranda - Decking Beams - L2x8 Treated Southern Pine No. 1 Joists - L2x6 Treated Southern Pine No. 1 Posts - L4x4 Treated Southern Pine No. 2 Deck Height - 24 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 5 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 3 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 1 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 4 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 a instrcciones importantes: Esto no as 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 informati6n contenida en esta pagina est6 conforme a los t6rminos an la negaci6n,situada an el extremo de este documento. Copyright©1989-2015 Edgenet, Inc. Page 8 of 20 Doc lDfbib77c3-m69-4be9-b3c7-667be4dbc94b c Pro Deck DesignTM Railing 9 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 10 Railing Height - 36 in Baluster Spacing - 3 3/4 in Stair 2 Step Width - 36 in Step Height - 18 in Step Rise - 6 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 a instrcciones importantes: Esto no as un plan ni una eslimaci6n final del diseflo. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda Is informaci6n contends en esta p9gina est6 conforme a los l6rminos en Is negaci6n,situada en el extremo de este documento. - Copyright O 1989-2015 Edgenet, Inc. Page 9 of 20 Doc 10 fblb77c3-cc69-4be9-b3c7-667be4dbc94b BIGm Pro Deck DesignTM Sku Usage List Usage Sku Description Qty Baluster 430400 2X2-42" PT BEVEL 1 END BALUSTER 77 Beam 255523 2X8-8FT#1 PT 1 Beam 255677 2X8-16FT#1 PT 1 Decking 1000043840 VERANDA 12' BROWN SE DECKING 13 Decking 1000043842 VERANDA 16 BROWN SE DECKING 13 H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 4 H Top Rail 254907 2X4-10FT#1 PT WEATHERSHIELD 1 Joist 255278 2X6-8FT#1PT WEATHERSHIELD 1 Joist 255411 2X6-12FT#1 PT WEATHERSHIELD 8 Ledger 255278 2X6-8FT#1 PT WEATHERSHIELD 1 Ledger 255457 2X6-16FT#1 PT WEATHERSHIELD 1 Post 258132 4X4-12FT#2 PT 2 Railing Post 256276 4X4-8FT#2 PT 6 Rim Joist 255278 2X6-8FT#1 PT WEATHERSHIELD 1 Rim Joist 255411 2X6-12FT#1 PT WEATHERSHIELD 1 Rim Joist 255457 2X6-16FT#1 PT WEATHERSHIELD 1 Riser 254907 2X4-1 OFT#1PTWEATHERSHIELD 2 Stair Stringer 155959 2X12-12FT#2 PT 1 Stair Stringer 255974 2X12-8FT#2 PT 1 Step Tread 167894 5/4X6-1OFT PREM PT WEATHERSHIELD 2 Vert Top Rail 167894 5/4X6-1OFT PREM PT WEATHERSHIELD 1 Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 4 Decking Brown Veranda -Decking DeckScrew Brown 271579 2-1/2"COMP.DECKSCREW-BRWN-5 LB. 2 Fascia Board 1 SO$BRDVCFASCBR8 Veranda TD .75" x 11.25" x 8' Brown Fascia 5 FasciaScrew Br 269977 3"COMP.DECK SCREW-BRWN-1 LB. 1 11b Baluster Fasteners 1_DeckMate Baluster Screw 734605 DECKMATE SCREW, GREEN, 2-1/21N, 1LB 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 a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseho. EDGENET, INC. no asume ninguna responsibilidad del use o de Is salida correcto de este programa.Toda la informaci6n contenida en esta p8gina esl6 conforme a los t6rminos an la negaci6n,situada en el extremo de este documento. Copyright 01989-2015 Edgenet, Inc. Page 10 of 20 Doc ID fbib77c3-cc69-4be9-b3c7-667be4dbc94b DIM Pro Deck Desi nTM Usage Sku Description Qty 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 1/2 8 Blocking Fasteners 1_DeckMate Blocking Screws 734605 DECKMATE SCREW, GREEN, 2-1/21N, 1LB 2 Concrete 1 Quikrete 12" Conc IG Ftng 169765 80LB QUIKRETE CONCRETE MIX 6 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 t 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 4X4-1 OFT#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 3 Wh Joist Hangers/Fasteners Simpson Strong Tie 2x6 Hanger 479881 SIMPSON#10 X 2.5" CONNECTOR SCREW 3 Screws 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. P P 9 P 9 1 Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del disefio. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida an esta pagina est9 conforme a los t&rminos en la negaci6n,situada an el extremo de este documento. Copyright©1989-2015 Edgenet, Inc. Page 11 of 20 Doc ID fbib77c3-cc69-4be9-b3c7-667be4dbc94b HIGm Pro Deck DesignTM 1 2:11 Usage Sku Description Qty 2x6 Joist Hanger 865827 LUS26Z 2"X6" 18GA DBL SHEAR HANGER 34 Joist to Beam Connection 2 Generic Joist Framing 192708 16D 3-1/2" HOT GALV COMMON 5 LB 1 Nails Ledger Fasteners 1—Generic 5" Lag 928585 LAG SCREW GALV 1/2 X 5 19 Lag Bolt Washer 538981 FLAT CUT WASHER GALV 112 19 Rail Post Connection 1-Generic Rail Post-Bolt 927708 CARRIAGE BOLT GALV 1/2 X 6 24 Rail Post-Nut 538892 HEX NUT GALV 1/2 24 Rail Post-Washer 538981 FLAT CUT WASHER GALV 1/2 24 Rail to Rail Post Connection DeckMate Railing Screws 734854 DECKMATE SCREW, TAN, 3 IN, 1LB 2 Rim Joist Fasteners 1 Generic Rim Joist Nail 446408 16D 3-1/2" HOT GALV BOX 1 LB 2 Stringer Connection 2_FastenMaster Stringer TmbrLok 141502 TIMBERLOK 4" SCREW-12 PK 1 Tread Connection 1 DeckMate Tread Screw 734605 DECKMATE SCREW, GREEN, 2-1/21N, 1LB 1 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. Advertence a instrcciones importantes: Esto no as 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 an esta p6gina estS conforme a los tErminos an la negaci6n,situada an el extremo de este documento. Copyright©1989-2015 Edgenet, Inc. Page 12 of 20 Doc ID fblb77c3-cc69-4be9-b3c7-667be4dbc94b BIGm 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 qua esta lista del use de materiales demuestra Is longitud apropiada pars loda Is madera de construcci6n, usted no debe cortar por adentado ninguna madera de construcci6n. Usted debe cortar la madera de construcci6n solamente despues de que sus postes eaten adentro y usted he remedido Ias distancias. Cortar por adelentado de Is madera de construcci6n antes de la necesidad real puede dar resultar en despilfarro significativo an la madera de construcci6n. Una variaci6n leve de los planes an la colocaci6n de postes puede causer la madera de construcci6n clasificada correctamente segun los planes para no caber pare el use previsto. Decking 1000043840 VERANDA 12' BROWN SE DECKING 13 There will be 1 piece A- Length 10' 8" Decking 1000043842 VERANDA 16' BROWN SE DECKING 13 There will be 1 piece A- Length 13'4" Joist 255278 2X6-8FT#1 PTWEATHERSHIELD 1 M There will be 1 piece A- Length 5' 9" Joist 255411 2X6-12FT#1 PTWEATHERSHIELD 8 .. There will be 2 pieces A- Length 5' 9" B - Length 5' 9" Beam 255523 2X8-8FT#1 PT 1 There will be 1 piece A- Length 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. Advertencia a instrcciones importantes: Esto no es un plan ni una eslimaci6n final del diser5o. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida an esta pegina este conforme a los terminos an la negaci6n,situada an el exlremo de este documento. Copyright©1989-2015 Edgenet, Inc. Page 13 of 20 Doc 10 fblb77c3-cc69-4be9-b3c7-667be4dbc94b Pro Deck DesignTM Beam 255677 2X8-16FT#1 PT 1 There will be 1 piece A- Length 16' Post 258132 4X4-12FT#2 PT 2 There will be 2 pieces A- Length 5' 11" B- Length 5' 11" Railing Post 256276 4X4-8FT#2 PT 6 There will be 2 pieces A- Length 3'6" B - Length 3'6" Baluster 430400 2X2-42" PT BEVEL 1 END BALUSTER 77 There will be 1 piece A- Length 3' 3" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 There will be 3 pieces A- Length 1' 5" B - Length 3'4" C - Length 3' 4" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 2 s There will be 1 piece A- Length 7' 11" 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 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 p6gina est9 conforme a los t6rminos an Is negaci6n, situada en el extremo de este documento. Copyright©1989-2015 Edgenel, Inc. Page 14 of 20 Doc ID fblb77c3-cc69-4be9-b3c7-667be4dbc94b BIGN Pro Deck DesignTM .. H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 There will be 2 pieces A- Length 1' 8" B - Length 6' H Top Rail 254907 2X4-10FT#1 PT WEATHERSHIELD 1 There will be 1 piece A- Length 8' 3" Stair Stringer 255974 2X12-8FT#2 PT 1 There will be 1 piece A- Length 3' 2" Stair Stringer 155959 2X12-12FT#2 PT 1 There will be 3 pieces A- Length 3' 2" B - Length 3' 2" C - Length 3' 2" Step Tread 167894 5/4X6-1OFT PREM PT WEATHERSHIELD 2 a There will be 3 pieces A- Length 3' B - Length 3' C - Length 3' Riser 254907 2X4-10FT#1PTWEATHERSHIELD 2 There will be 3 pieces A- Length 3' B - Length 3' C - Length 3' Warningand Important Instructions: This is not a final design Ian or estimate. EDGENET, INC. assumes no responsibility for the correct use or P 9 P P ty 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 as un plan ni una estimaci6n final del diselio. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacion contenida an sate p6gina estS conforme a los t6nninos an la negaci6n, situada an el extremo de este documento. Copyright©1989-2015 Edgenet, Inc. Page 15 of 20 Doc ID fbib77c3-cc69-4be9-b3c7-667be4dbc94b I� BIGm Pro Deck DesignTMM- Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 There will be 3 pieces A- Length V Y B - Length 3'4" C - Length 3'4" Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 2 �rt- There will be 1 piece A- Length 7' 11" Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 There will be 2 pieces A- Length 1' 8" B - Length 6' Vert Top Rail 167894 5/4X6-1OFT PREM PT WEATHERSHIELD 1 There will be 1 piece A- Length 8' 3" Ledger 255278 2X6-8FT#1 PT WEATHERSHIELD 1 tl : There will be 1 piece A- Length 8' Ledger 255457 2X6-16FT#1 PT WEATHERSHIELD 1 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 a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseho. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este.programa.Toda la informaci6n contenida an esta p6gina est6 conforme a los tbrminos en la negaci6n, situada an el extremo de este documento. Copyright©1989-2015 Edgenet, Inc. Page 16 of 20 Doc ID fbib77c3-x69-4be9-b3c7-667be4dbc94b it Pro Deck DesignTM � Rim Joist 255278 2X6-8FT#1 PT WEATHERSHIELD 1 There will be 1 piece A- Length 8' Rim Joist 255411 2X6-12FT#1 PT WEATHERSHIELD 1 There will be 2 pieces A- Length 6' B - Length 6' Rim Joist 255457 2X6-16FT#1 PT WEATHERSHIELD 1 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 a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseho. EDGENET, INC. no asume ninguna responsibilidad del use o de Is salida correcto de este programa.Toda la informaci6n contenida an esta p6gina est6 conforme a los t6rminos en la negaci6n,situada en el extremo de este documento. Copyright 01989-2015 Edgenet, Inc. Page 17 of 20 Doc IDfbib77c3-cc69-4be9-b3c7-667be4dbc94b $I3 Pro Deck DesignTM R*'` Material List Qty UOM SKU Description Stock Items 13 EA 1000043840 VERANDA 12' BROWN SE DECKING IIIIIIIIIIIIIIIIIIIIIIIIIIIII 13 EA 1000043842 VERANDA 16' BROWN SE DECKING IIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 BX 141502 TIMBERLOK 4" SCREW-12 PK II�III��III�II��I�I 1 EA 155959 2X12-12FT#2 PT 3 EA 167894 5/4X6-1 OFT PREM PT WEATHERSHIELD II�III�III��I�I�I�I 4 EA 168768 5/4X6-8FT PREM PT WEATHERSHIELD II�III��II�II��II�I 6 EA 169765 80LB QUIKRETE CONCRETE MIX II�III�I�I�II��II�I 1 BX 192708 16D 3-1/2" HOT GALV COMMON 5 LB III II�I�II I I��I�I 1 BX 193631 3D 1-1/4" ELECTRO GALV. ROOFING 1 LB II�III���III��III�I 4 EA 254258 2X4-8FT#1 PTWEATHERSHIELD III III�II�I��I�II�I 3 EA 254907 2X4-1 OFT#1 PTWEATHERSHIELD III�II�II�I�II��I�I 3 EA 255278 2X6-8FT#1 PTWEATHERSHIELD 9 EA 255411 2X6-12FT#1 PT WEATHERSHIELD III�IIIIIIII�III��I 2 EA 255457 2X6-16FT#1 PTWEATHERSHIELD III�II��I�II�I�II�I 1 EA 255523 2X8-8FT#1 PT 1 EA 255677 2X8-16FT#1 PT III II III I IIIII� �I 1 EA 255974 2X12-81FT#2 PT 8 EA 256276 . 4X4-8FT#2 PT III�II�I��IIIII���I 2 EA 257974 4X4-1 OFT#2 PT 2 EA 258132 4X4-12FT#2 PT 1 BX 269977 3"COMP.DECKSCREW-BRWN-1 LB. IIIIII�I�I�IIII���I 2 BX 271579 2-1/2"COMP.DECKSCREW-BRWN-5 LB. III�II��III�III���I 77 EA 430400 2X2-42" PT BEVEL 1 END BALUSTER III I IIIII��I II� I�I 3 EA 439398 WHITE GALVANIZED DECK LEDGER IIII�I�I�I�II�I�I�I 2 BX 446408 16D 3-1/2" HOT GALV BOX 1 LB 3 EA 479881 SIMPSON#10 X 2.5" CONNECTOR SCREW IIII�I I�I�I�III�I 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 estimaci6n final del diseho. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida an esta pagina est6 conforme a los t6rminos en la negaci6n,situada an el extremo de este documento. Copyright 01989-2015 Edgenet, Inc. Page 18 of 20 Doc IDfbib77c3-cc69-4be9-b3c7-667be4dbc94b x Pro Deck Design ThA Qty UOM SKU Description 48 EA 538892 HEX NUT GALV 1/2 IIIIIIIIIIIIIIIIIII 67 EA 538981 FLAT CUT WASHER GALV 1/2 III I IIIII II II IIII II 24 EA 544208 CARRIAGE BOLT-GALV. 112 X 8 IIIII II II III I III III 5 BX 734605 DECKMATE SCREW, GREEN, 2-1/21N, 1LB IIIIIIIII I III II IIII 2 BX 734854 DECKMATE SCREW, TAN, 3 IN, 1LB III I IIII III IIII II II 34 EA 865827 LUS26Z 2"X6" 18GA DBL SHEAR HANGER IIII I III III IIIII I II 24 EA 927708 CARRIAGE BOLT GALV 1/2 X 6 IIII III IIIIIIIII III 19 EA 928585 LAG SCREW GALV 1/2 X 5 IIII III I II III II IIII Special Order Items (Price Not Included In Total)* 5 EA SO$BRDVCFASC Veranda TD .75"x 11.25" x 8' Brown Fascia BR8 Total Price $1,588.33 Estimate Created: 05/15/2015 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 a instrcciones importantes: Esto no as un plan ni una estimaci6n final del disefio. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida an esta p6gina est6 conforme a los t6rminos an la negaci6n, situada an el extremo de este documento. Copyright©1989-2015 Edgenel, Inc. Page 19 of 20 Doc lD fb1 b77c3-cc69-4be9-b3c7-667be4dbcg4b l x Pro Deck DesignTIA Disclaimer Warning and Important Instructions: EDGENET LLC. 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 LLC. does not engage in the practice of engineering, architecture, or general contracting. EDGENET LLC. 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 LLC. does not assume any responsibility for lumber and/or materials cut that do not fit the structure. Advertencia a Instrucciones Importantes: EDGENET LLC. no asume ninguna responsabilidad por el use correcto ni por los productos de este programa. Esto no constituye un plan de diseno o estimaci6n final. Las variaciones en los c6digos de construccidin, las consideraciones arquitect6nicas especlfcas y las condiciones del sitio pueden requerir cambios en el diseno y la estimaci6n. Usted es responsable de que la estructura final cumpla con los c6digos de construcci6n locales y con la seguridad estructural y de los materiales del diseno final. EDGENET LLC. no participa en la ingenierla, la arquitectura ni en la contratacidin general. EDGENET LLC. no asume responsabilidad alguna por el diseno, la ingenierla, o la construcci6n; por la seleccidin o la elecci6n de los materiales usados; por el cumplimiento de los c6digos, las leyes, o los est6ndares de mano de obra. Todos los diseAos, 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 antelaci6n, pueden ser demasiado largos o cortos para la estructura. EDGENET LLC. 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 a instrcciones importantes: Esto no as un plan ni una estimaci6n final del diseho. EDGENET, INC. no asume ninguna responsibilidad del use o de la Salida correcto de este programa.Toda la informaci6n contenida an esta pagina est6 conforme a los t6rminos an la negaci6n,siluada an el extremo de este documento. Copyright 01989-2015 Edgenet, Inc. Page 20 of 20 Doc ID fbib77c3-cc69-4be9-b3c7-667be4dbc94b