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64-66 LINDEN ST - BUILDING INSPECTION
� II 'I (v jCo� The Commonwealth of Massachusetts Board of Building Regulations and Standards RECEIVED CITSAL Y OEM SALEM Massachusetts State Building Code, 78Q CTIONAL SER ICE dMar erased Mar 2011 Building Permit Application To Construct, Repair,Renovate Or Demolish a One-or Two-Family Dwelling 1015 JUN -3 P 14 9 This Section For Official Use Only Building Permit Number: Date plied: Building Official(Print Name) Signature D e y SECTION 1:SITE INFORMATION 1.1pp perty Address: 1.2 Assessors Map&Parcel Numbers Co �6 Li/VOEry sT• L 1 a Is this an accepted street?yes_X_ no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: J y /\ Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) f Front Yard Side Yards Rear Yard 1` Required Provided Required Provided Required Provided l n 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: HE/Y AV /C A fNTo R a S t ry I k-I, ,$ 4 /e r1►i d kw f O/ C/_�,d' Name(Print) City,State,ZIP 611 G6 L-In(1916N sY 9)8' %k- 8r9a No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORIV(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) .lam I Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg.❑ Number of Units_ Other ❑ Specify: Brief Description of Proposed Work': - _ u ti d 'A 6-' -Pre,- -JV Y 066< 64 CAC' Act'deMT in S,Aw,P craTRrvc+t SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials 1.Building $ 7 260 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $ ❑Standard City/Town Application Fee ❑Total Project Cost'(item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ _ Su ression Total All Fees:$ O0 Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ O 01 ❑Paid in Full ❑Outstanding Balance Due: (V> l�t L 1:0 �p L SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) oA7 oQ3 -aflN PAnT6 M I License Number Expiration Dat e Name of CSL Holder List CSL Type(see below) RO, fSd� .� ydG� 'r Description No.and Street �E B GQy �/ �4/ U Unrestricted(Buildings up to 35,000 cu.ft. ✓1r) City/I'own,State,ZIP Restricted 1&2 Family Dwelling M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 9�8-y�/7�0� ✓O N AN ADAJ r Me{e I Insulation Telephone Email addr ss .en D Demolition 5.2 Registered Home Improvement Contractor(HIC) 6 q< 7 9 Z 7Z G /6 pHN PA N+ 4P4f HIC Registration Number Expiration Date F C Company Name or HIC Registrant Name - y No.and Street Email aMtss Ci /Town,State,ZIP Telephone SECTION 6:WORI{ERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.e.152.§ 25CO 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 .......... No...........❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize J k/Y hpry— a 1,3/ to act n my behalf,i all atters relative to work authorized by this building pe it application. S-- FBy nt Owner's a(Elec nic gnature) Date SECTION 7b:OWNER`OR AUTHORIZED AGENT DECLARATION entering my name below,I hereby attest under the pains and penalties of perjury that all of the information tai n s app atio is true and accurate to the best of my knowledge and understanding. Psn�il a 1 z I Owner's or Authorized A ent's Name(Electronic Signature) ate 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 www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass. og v/dns 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" The Commonwealth of Massachusetts Department oflndustrfalAceidents 1 Congress Street, Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. ` TO BE FILED WITH THE PER UTTBNG AUTHORITY. Applicant Information Please Print Legibly Name (Businee AN e9 I$ ss/Organization/Individual): (&^1e (� -00Aj Address: P u. 43 aY °jtJ& r— G City/State/Zip: 06 /Sc0 t'4 v/ 9LOPh0ne#: j— 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. ❑New construction 2�am a sole proprietor or partnership and have no employees working for me in S. GkRemodeling any capacity.[No workers'comp.insurance required] t1�- 3.❑I am a homeowner doing all work myself[No workers'comp.insurance required.]t 9. El Demolition 4.❑lam a homeowner and will be hiring contractors to conduct all work on my property. I will 10❑Building addition. ensure that all contractors either have workers'compensation insurance or are sole 11.❑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 c. 14.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must 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 must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name 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. lam 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 ce u er the pa' and ena • of perjury that the information provided above is true and correct. Signalure: Date: L Z Phone#:4 91286— a — 7.2 0 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# 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#: l 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 certificates)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 line. 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 permit/license 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 permits 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 burn 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-MASSAFE Fax#617-727-7749 Revised 02-23-15 www.mass.gov/dia '� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYVYY) 0 6101 12 01 5 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ON_Y AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDE-R. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)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 =Tacr Brenda Cozzolino I EAKelley Arc No, (g01)431-9E83 FAx i401)431-9889 I 450 Veterans Memorial Parkway ADDRESS brendac eakeiley.com Building 5 PRooucER 216303 East Providence RI 02914 Ns ER oRD COVERAGE INSURED John Pantapas INSURERA: Atlantic Casualty Ins Cc 42846 INSURER a' 407 Lowell Street INSURER C: INSURER 0 Peabody MA 01960 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: NUMBER: THIS IS TO CERTIFY THATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTAN DING ANY REOUIREMENT,TERM OR CONDITION CF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TOALL THE TERMS, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUSR POLICY NUMBEfi POLICY EFF POLICY EXP LIMITS GENERAL LIABILITY F-"H�_; PENCE 1 1000,000 X COMMER<:ALGENERALLIAEIIJTY H:. —• =��ti lot==do%iaaec=el $ 50,000 ❑CLAIM&MfCnE 1000'UR %IE.E.-:.:r,.on3 p=rson; 8 5,000 A L118001204-1 03262015 03/2,52016 al3>•,Crt,III)lny $ 1.000,000 h�FN v=rlEP L A,SPE, .AT= 2.00Q000'L�4GGREGATE LIMITAPFLIESPER rPOCUC">-:OM14Fv4a AGG $ 1,000,000 X POLICY ERGJ- LOT AUTOMOBILE LIABILITY GMEINED SITGLE LIMIT ANY AUTO 2a aara�r;, g ALL ONAEDAUTOS E5C-.'Ifd_::?YIF>rn,aq SCHEDULEDAUTUS ip?-accda;tl S GPI:,=tF^>n=hIASE HIRED A:JT Ia - NON-OWNEDA iTOS T UMBRELLA LIAB C= uR =-CF B J iF PE':CE $ EXCESS LAB CLIPA&MACE DEDUCTIELE RETENTION WORI(ERS COMPENSATION AND EMPLOYERS LIABILITY Y/N _ „�T�TQ_, OiH_ POpIFIFPERERA EMTCR,EYCVIE/hECUTR'E N N/A EL Eti:HA-r.^IDENT i {man�dalory In�h� If E G6EA4E-E>EkPLO'i EE $ DM5descneaunder CkIFTION OF �P PATInNn gcl^N = DI$ep=E-.r-6LIC'e!;IAIT ¢ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ARaGh ACORD 101.Additional Ron arxs Schedule.it more space is regcired) Carpentry Contractor, CERTIFICATE HOLDER CANCELLATION Henry Kantorosinski SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 64-66 Linden Street ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED ftEPRESENTATI'✓E Salem MA 01970 DaVC&A. ThcmaY ' ACORD 25(2009fO9) The ACORD name and logo are registered mark©f ACORD9 ACORD CORPORATION.Au rights.reserved. CITY OF SALEM, MASSAmUSE nN a BUILDING DEPARTMENT 120 WASHINGTONSTREET,3' FLooR 7nL(978)745-9595 KBEERLEYDRISCOLL FAX(978)740-9846 MAYOR TrIoMAs ST.PIERRE DIRECTOR OF PUBLIC PROFERTY/BUIIAING OCASUSSIONER 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 00, 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: LIC (name of hauler) The debris will be disposed of in: (name of facility) Ly n n u,w�7n,�1 T/k I� (address of facility) Ign/ature f applica G/?f�r� Date Gm $ Pro Deck DesignTM Estimate Prepared for: Store Information: PATRICIO BERRIDOGARCIA 2686- 50 TRADERS WAY#2686 6 ROSLYN ST SALEM, MA 01970 SALEM, MA 01970 9783050562 (978) 741-9299 Estimate Created: 05/29/2015 140—� I Cork, Days Valid: 14 4 I — C� L--cA� S Estimate Prepared by: S 0 oplyu JOSHUA QitX w Design Systems 8 Decks Total Price (pre-tax): $1,047.39 "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 en 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 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 an esta p6gina est6 conforme a los t6rminos en la negaci6n,situada an el extremo de este documents Copyright©1989-2015 Edgenet, Inc. Page 1 of 19 Doc ID 2a66c8cd-c80a-4c54-bf62-7e3b31184955 BIc Pro Deck DesignTM \ 3D View h Ei 3 a E 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 Is salida correcto de este programa.Toda la informaci6n contenida an esta p5gina est6 conforme a los terminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2015 Edgenet, Inc. Page 2 of 19 Doc ID 2a66c8cd-c80a-4c54-bf92-7e3b31184955 Pro Deck DesignTM ' 4 Plan View i 1 t - v r b 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 Is informaci6n contenida an esta p6gina est9 conforme a los t6rminos an Is negac16n, situada an el extremo de esle documento. Copyright 01111-1115 Edgenet, Inc. Page 3 of 19 Doc ID 2a66c8cd-c80a-4c54-bf02-7e3b3ll84955 Gm B[ Pro Deck DesignTM Dimension View 12 ft niTTTITTI 1 ' 4; 0 0 Deck 1 12 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 Is salida correcto de este programa.Toda Is informaci6n contenida an esta p6gina est6 conforme a los t6rminos en Is negaci6n,situada en el extremo de este documento. Copyright©1989-2015 Edgenet, Inc. Page 4 of 19 Doc ID 2a66c8cd-c8Oa-4c54-bfO2-7e3b31184955 r Pro Deck Design M MIMI, Post View 6 in 6 in j 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 disefio. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida an esta pSgina est8 conforme a los t6rminos an la negaci6n, situada en el extremo de esle documento. Copyright©1989-2015 Edgenet, Inc. Page 5 of 19 Doc ID 2a66c8cd-c80a-4c54-bfO2-7e3b31184955 Pro Deck DesignTM R,111 Joist Layout View 4 4 T w A A A A A A w 17 7 O O O IO O O O O _ n i C) C) n O n O O n n 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. Advertence 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 en esta p6gina este conforme a los t6rminos an la negaci6n, situada en el extremo de este documento. Copyright 01989-2015 Edgenet, Inc. Page 6 of 19 Doc 10 2a66c8cd-c88a-4c54-bfO2-7e3b31184955 BI1Gm Pro Deck DesignTM Railing Details View a• tr 3 0' 225" 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 diseho. EDGENET, INC. no asume ninguna responsibilidad del use o de Is salida correcto de este programa.Toda la informaci6n contenida en esta pagina est6 conforme a los terminos en Is negaci6n,situada en el extremo de este documento. Copyright 01989-2015 Edgenet, Inc. Page 7 of 19 Doc ID 2a66c8cd-c80a-4c54-bf02-7e3b31184955 Pro Check DwesignTM 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 - 120 in Post Spacing - 69 1/4 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 - 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 - 5/46 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 4 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 2 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 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 disefio. EDGENET, INC. no asume ninguna responsibilidad del use o de la salide correcto de este programa.Toda la informaci6n contenida an esta p6gina esh§conforme a los t6rminos an la negaci6n, situada en el extremo de este documento. Copyright©1989-2015 Edgenet, Inc. Page 8 of 19 Doc ID 2a66c8cd-c80a4c54-bf02-7e3b31184955 x Pro Check DesignTMMIA Railing 8 Railing Height - 36 in Baluster Spacing - 3 3/4 in -Railing 7 Railing Height - 36 in Baluster Spacing - 3 3/4 in Stair 1 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 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 Is information contenida an esta pagina est6 conforme a los t6rminos an la negaci6n,situada an el extremo de este documento. Copyright 01989-2015 Edgenet, Inc. Page 9 of 19 Doc ID 2a66c8cd-c80a-4c54-bf02-7e3b3l l84955 Pro Deck DesignTM h Sku Usage List Usage Sku Description Qty Baluster 430400 2X2-42" PT BEVEL 1 END BALUSTER 68 Beam 255676 2X8-12FT#1 PT 1 Decking 168793 5/4X6-12FT PREM PT WEATHERSHIELD 22 H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 7 Joist 255618 2X8-10FT#1 PT 8 Ledger 255676 2X8-12FT#1 PT 1 Post 256276 4X4-8FT#2 PT 1 Post 258132 4X4-12FT#2 PT 1 Railing Post 256276 4X4-8FT#2 PT 6 Rim Joist 255618 2X8-10FT#1 PT 2 Rim Joist 255676 2X8-12FT#1 PT 1 Riser 254907 2X4-10FT#1 PT WEATHERSHIELD 2 Stair Stringer 155959 2X12-12FT#2 PT 1 Stair Stringer 255974 2X12-8FT#2 PT 1 Step Tread 167894 5/4X6-10FT PREM PT WEATHERSHIELD 2 Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 7 Decking Treated Southern Pine No. 2 DeckScrew Green 735002 DECKMATE SCREW, GREEN, 2-1/21N, 5LB 1 Baluster Fasteners 1_DeckMate Baluster Screw 734605 DECKMATE SCREW, GREEN, 2-1/21N, 1 LB 2 Beam to Post Connection 1 Generic Beam Bolt 4x4 544208 CARRIAGE BOLT-GALV. 1/2 X 8 6 Beam Nut 538892 HEX NUT GALV 1/2 6 Beam Washer 538981 FLAT CUT WASHER GALV 112 6 Blocking Fasteners 1_DeckMate Blocking Screws 734605 DECKMATE SCREW, GREEN, 2-1/21N, 1LB 1 Concrete 1 Quikrete 12" Conc IG Ftng 169765 80LB QUIKRETE CONCRETE MIX 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 a instrcciones importantes: Esto no as un plan ni una estimaci6n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del use o de Is salida correcto de sate programa.Toda Is informaci6n contenida an esta p6gina estA conforme a los t6rminos an la negaci6n,situada en el extremo de este documento. Copyright@ 1989-2015 Edgenet, Inc. Page 10 of 19 Doc ID 2a66c8cd-c80a-4c54-bf02-7e3b31184955 SIGN Pro Deck DesignTM 0. ` Diagonal Bracing Connection 2—Generic DiagBraceBeamB 544208 CARRIAGE BOLT-GALV. 1/2 X 8 6 Olt DiagBraceBeamN 538892 HEX NUT GALV 112 6 ut DiagBraceBeamW 538981 FLAT CUT WASHER GALV 1/2 6 ash DiagBraceJoistBol 544208 CARRIAGE BOLT-GALV. 1/2 X 8 6 t DiagBraceJoistNut 538892 HEX NUT GALV 1/2 6 DiagBraceJoistWa 538981 FLAT CUT WASHER GALV 1/2 6 sh Diagonal Bracing 1—Generic Post To Beam 257974 4X4-1 OFT#2 PT 1 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 Simpson Strong Tie 2x8 Hanger 479881 SIMPSON #10 X 2.5 CONNECTOR SCREW 2 Screws 2x8 Joist Hanger 865858 LUS28Z 2"X8" 18GA DBL SHEAR HANGER 16 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 112 X 5 10 Lag Bolt Washer 538981 FLAT CUT WASHER GALV 1/2 10 Rail Post Connection 1 Generic Rail Post-Bolt 927708 CARRIAGE BOLT GALV 1/2 X 6 24 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 p6gina est6 conforme a los t6rminos an la negaci6n,situada en at extremo de este documento. Copyright 01989-2015 Edgenet, Inc. Page 11 of 19 Doc ID 2a66c8cd-c80a-4c54-bf02-7e3b31184955 BIGm TM Pro Deck Design x Usage Sku Description Qty 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, 1 LB 2 Rim Joist Fasteners 1 Generic Rim Joist Nail 446408 16D 3-112" HOT GALV BOX 1 LB 2 Stringer Connection 2 FastenMaster Stringer TmbrLok 141502 TIMBERLOK 4" SCREW-12PK 1 Tread Connection 1_DeckMate Tread Screw 734605 DECKMATE SCREW, GREEN, 2-1I21N, 1 LB 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. Advertencia a instrcciones importantes: Esto no es un plan ni una estin i6n final del diseho. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda Is inforn i6n 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 12 of 19 Doc ID 2a66c8cd-c8Oa-4c54-bfe2-7e3b31184955 BIGM 4 TM Pro Deck Design Material Usage List IMPORTANT DO NOT PRECUT 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 lists del use de materiales demuestra Is longitud apropiada para Coda Is madera de construcci6n, usted no debe cortar por adentado ninguna madera de construcci6n. Usted debe cortar Is madera de construcci6n solamente despu6s de que sus postes est8n adentro y usted ha remedido las distancias. Cortar por adelentado de la madera de construcci6n antes de la necesidad real puede dar resultar en despilfarro significativo en Is madera de construcci6n. Una vanaci6n Ieve de los planes an Is colocaci6n de postes puede causar la madera de construcci6n clasificada correctamente segun los planes pars no caber pars el use previsto. Decking 168793 5/4X6-12FT PREM PT WEATHERSHIELD 22 There will be 1 piece A- Length 12' Joist 255618 2X8-1 OFT#1 PT 8 There will be 1 piece A- Length 9' 9" Beam 255676 2X8-12FT#1 PT 1 There will be 1 piece A- Length 12' Post 256276 4X4-8FT#2 PT 1 z n. There will be 1 piece A- Length 5' 11" Post 258132 4X4-12FT#2 PT 1 There will be 2 pieces A- Length 5' 11" B - Length 5' 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 as 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 Is informaci6n contends en esta p6gina est6 conforme a los t6rminos an Is negaci6n,situada an el exlremo de este documento. Copyright©1989-2015 Edgenet, Inc. Page 13 of 19 Doc 102a66c8cd-c80a-4c54-bf02-7e3b31184955 BIts; Pro Deck DesignTM tz.' 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 68 C ""•ib �4��R.. There will be 1 piece A- Length 3' 3" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 There will be 1 piece A- Length 4'6" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 2 There will be 1 piece A- Length 5' 2" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 2 There will be 1 piece A- Length 4' 11" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 There will be 2 pieces A- Length 4' 6" B - Length 3' 4" H Top Rail 254258 2X4-8FT#1 PT WEATHERSHIELD 1 There will be 1 piece A- Length 3' 4" 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 es un plan ni una estimaci6n final del disel'o. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informati6n contenida en esta pagina esta conforme a los tf§rminos an la negaci6n, situada en el extremo de este documento. Copyright©1989-2015 Edgenet, Inc. Page 14 of 19 Doc ID 2a66c8cd-ceoa-4c54-bfo2-7e3b3N84955 x Pro Deck DesignTM , MR 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 a 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 There will be 3 pieces A- Length 3' B - Length 3' C - Length 3' Riser 254907 2X4-10FT#1 PT WEATHERSHIELD 2 There will be 3 pieces A- Length 3' B - Length 3' C - Length 3' Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 n There will be 1 piece A- Length 4' 6" Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 2 There will be 1 piece A- Length 5' 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. Advertence a instrcciones importantes: Esto no as 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 informacion contenida an esta p9gina est8 conforme a los t6rminos en Is negaci6n, situada en el extremo de este documento. Copyright©1989-2015 Edgenet, Inc. Page 15 of 19 Doc ID 2a66c8cd-c80a-4c54-bf02-7e3b31184955 M Pro Deck Design T r Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 2 There will be 1 piece A- Length 4' 11" Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 There will be 2 pieces A- Length 4' 6" B - Length 3' 4" Vert Top Rail 168768 5/4X6-8FT PREM PT WEATHERSHIELD 1 There will be 1 piece A- Length 3' 4" Ledger 255676 2X8-12FT#1 PT 1 There will be 1 piece A- Length 12' Rim Joist 255618 2X8-1 OFT#1 PT 2 There will be 1 piece A- Length 10' Rim Joist 255676 2X8-12FT#1 PT 1 There will be 1 piece A- Length 12' 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 correclo de este programa.Toda la informaci6n contenida an esta p6gina est6 conforme a los t8rminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2015 Edgenet, Inc. Page 16 of 19 Doc ID 2a66c8cd-c8Oa-4c54-bfO2-7e3b31184955 Pro Deck D+esignTM Material List Qty UOM SKU Description Stock Items 1 BX 141502 TIMBERLOK 4" SCREW-12 PK IIIIIIIIIIIIII IIIII 1 EA 155959 2X12-12FT#2 PT III II IIII II III II III 2 EA 167894 5/4X6-1OFT PREM PT WEATHERSHIELD IIIIIIII III IIIIIIII 7 EA 168768 5/4X6-8FT PREM PT WEATHERSHIELD IIII I IIIIII I I IIIIII 22 EA 168793 5/4X6-12FT PREM PT WEATHERSHIELD IIII I IIIIII IIIIIIII 5 EA 169765 80LB QUIKRETE CONCRETE MIX IIII I IIIIII I I II IIII 1 BX 192708 16D 3-1/2" HOT GALV COMMON 5 LB IIII II IIIII I I III III 1 BX 193631 3D 1-1/4" ELECTRO GALV. ROOFING 1 LB IIII IIIIII III IIIIII 7 EA 254258 2X4-8FT#1 PT WEATHERSHIELD III II IIIIIIIIIIIIII 2 EA 254907 2X4-1OFT#1PTWEATHERSHIELD III II IIII II IIIIIIII 10 EA 255618 2X8-1 OFT#1 PT III II IIII I III III III 3 EA 255676 2X8-12FT#1 PT III II IIII I IIII I IIII 1 EA 255974 2X12-8FT#2 PT III II IIII II IIII II II 9 EA 256276 4X4-8FT#2 PT III II IIII III II I IIII 1 EA 257974 4X4-10FT#2 PT III II IIII II IIII II II 1 EA 258132 4X4-12FT#2 PT IIIIIIII IIII II III II 68 EA 430400 2X2-42" PT BEVEL 1 END BALUSTER III I IIIIII II III I III 2 EA 439398 WHITE GALVANIZED DECK LEDGER III I IIII I IIIIIIIIII 2 BX 446408 16D 3-1/2" HOT GALV BOX 1 LB IIIII II III II I III III 2 EA 479881 SIMPSON #10 X 2.5" CONNECTOR SCREW IIIIII I I III II IIII II 42 EA 538892 HEX NUT GALV 1/2 III I IIII IIIIIIIIIII 52 EA 538981 FLAT CUT WASHER GALV 1/2 III I IIIII II II IIII II 18 EA 544208 CARRIAGE BOLT-GALV. 1/2 X 8 4 BX 734605 DECKMATE SCREW, GREEN, 2-1/21N, 1L6 IIIII II IIIIIIIIIIII III(IIIII I III II IIII 2 BX 734854 DECKMATE SCREW, TAN, 3 IN, 1L6 IIIIIIII III IIII II II 1 BX 735002 DECKMATE SCREW, GREEN, 2-1/21N, 5LB IIIIIIIIIIIIII IIIII 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 diseRo. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correclo de este programa.Toda la informacion contenida en esta p6gina est6 conforme a los t6rminos an la negaci6n,situada en el extremo de este documento. Copyright©1989-2015 Edgenet, Inc. Page 17 of 19 Doc 102a66c8cd-c80a-4c54-bfO2-7e3b31184955 BIGm Pro Deck Design TM Oty UOM SKU Description 16 EA 865858 LUS28Z 2"X8" 18GA DBL SHEAR HANGER IIII I III III II III III 24 EA 927708 CARRIAGE BOLT GALV 1/2 X 6 IIII III IIII I I III III 10 EA 928585 LAG SCREW GALV 1/2 X 5 IIII III I II III II IIII Total Price $1,047.39 Estimate Created: 05/29/2015 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 diseho. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida an esta pagina est5 conforme a los l6rminos en la negac16n, situada an el exlremo de este documenlo. Copyright©1989-2015 Edgenet Inc. Page 18 of 19 Doc ID 2a66c8cd-c80a-4c54-bf02-7e3b3l l84955 BIGm Pro Deck Design TM19 *. 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 construcci6n, las consideraciones arquitect6nicas especificas y las condiciones del sitio pueden requerir cambios en el diseMo y la estimaci6n. Listed 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 ingenieria, la arquitectura ni en la contrataci6n general. EDGENET LLC. no asume responsabilidad alguna por el diseno, la ingenieria, o la construcci6n; por la selecci6n o la e1ecci6n de los materiales usados; por el cumplimiento de los c6digos, las leyes, o los est6ndares de mano de obra. Todos los diserlos, las estimaciones y las estructuras finales deben ser examinados por un profesional calificado para determinar que sean razonables y exactas. 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 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 est6 conforms a los t6rminos en la negaci6n, situada an el extremo de este documento. Copyright©1989-2015 Edgenet, Inc. Page 19 of 19 Doc ID 2a66c8cd-c80a-4c54-bf02-7e3b3l l84955 � " U