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HomeMy WebLinkAbout37774-Z ,�'NO�UF F 4p = Town of Southold 10/9/2015 G �� P.O.Box 1179 y 53095 Main Rd 'j,1j�1 14,4Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37830 Date: 10/9/2015 THIS CERTIFIES that the building DECK Location of Property: 830 Oak Ave, Southold SCTM#: 473889 Sec/Block/Lot: 77.4-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/22/2013 pursuant to which Building Permit No. 37774 dated 1/25/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION#6599 DATED 10-18-2012, AS APPLIED FOR The certificate is issued to Mcgovern,Daniel&Lucarelli,Catherine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Aut re 'f S' att : op 1 N=om" TOWN OF SOUTHOLD ds`r0 Gy BUILDING DEPARTMENT TOWN CLERK'S OFFICE Py SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37774 Date: 1/25/2013 Permission is hereby granted to: Mcgovern, Daniel & Lucarelli, Catherine 138 5th Ave Kings Park, NY 11754 To: construct a deck addition to an existing dwelling per ZBA decision #6599 & Trustee Approval as applied for At premises located at: 830 Oak Ave, Southold SCTM # 473889 Sec/Block/Lot# 77.-1-4 Pursuant to application dated 1/22/2013 and approved by the Building Inspector. To expire on 7/27/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $363.20 CO -ADDITION TO DWELLING $50.00 Total: $413.20 Building Inspector 0 ioHl1IOS JO NMOL 1d30 Salo Form No.6 TOWN OF SOUTHOLD r- £LOZ Z Z BUILDING DEPARTMENT • TOWN HALL ll �( 765-1802 �' AI ha 3 ,1 LJ`., APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50 00, Accessory building$50.00, Additions to accessory building$50.00, Businesses $50 00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00,Commercial $15.00 / Date. New Construction: �// Old or Pre-existing Building: (check one) Location of Property: 630 ©Q.<. ?V fXL)C House No. Street Hamlet Owner or Owners of Property: Qr'l l ei S• ►YlCwve(n CQ-f-(1U nL Likcave( ( Suffolk County Tax Map No 1000, Section 1'1 Block Lot `I Subdivision �1 (,( Filed Map. Lot: Pen-nit I `it No. Date of Permit. Applicant: ban 1C,I j_ yy)Cvve,rn Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ ed LA) tiii° 9 . vylcts..„-- Applicant Signature ho��OF SO(/TOIa\ #' # ��y�DUNi`I,��' TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION- [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE-& CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ) [ ] CODE VIOLATION [ ] CAULKING REMARKS: C9rr ""&jD FeA-e DATE 7"� INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS ro • FOUNDATION(1ST) - • FOUNDATION(2ND) • z • o ® y • ROUGE FRAMING& • L, y PLUMBING• • • INSULATION PER N.Y. • QA H ptSTATE ENERGY CODE • • • •• • t_ cf) , fitrfoc‘1.62.e , FINAL , • ADDITIONAL COMMENTS .3 Com -rb - (�M mut i3a0 6O C Z rn - o © � o �� L 4 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL , Board of Health SOUTHOLD,NY 119714 sets of Building Plans - TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic,Form , ` .t, 5 iE r ' N.Y.S.D.E.C. {! �"'�l i Trustees 7,?i( Flood Permit Examined ,20 1 �' Storm-Water Assessment Form , l \'� JAN 2 2 2013 {r 't Contact: Approved ,20 L____ Mail to: Disapproved a/c -//,//,)41----V--- BLDG DEPT I_- _�---_---i0�t`�N OC SON HOLD Phone: 63// Yi6—3 7P0 Expiration ,20 ° -0:et-Ai d t Vl I c' E '4' E $ __, , Building Inspector : _ -.- , — K1IlCS ito \II:k MAY - 1 z012 CATION FOR BUILDING PERMIT V _-----0- _' •I '1-"S Date ApVlI 12- , 2.017— BLDG DEPT INSTRUCTIONS TOWN OF SOUTHOLD a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas,and waterways. - - c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or Used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. _ f. Every building permit shall expire:if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. "' APPICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing code, and regulations, and to admit • authorized inspectors on premises and in building for necessary inspections. (Sig ure of applicant or name,if a corporation) 138 -F;-c+VnaAvei �lA(g3Park ) r� y 1115`A(Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,,engineer, general contractor, electrician,plumber or builder Name of owner of premises -Dank J J• mc-E'tOVeV v_i (As on the tax roll or latest deed) S S ` If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. , Plumbers License No. ' Electricians License No. - Other Trade'.;License No. , , A OF+3014EW.M ai,wokOt. 1. Location of land on which p:L te tt ' oold will be done: g3o Cj oi,ttir-\old Ki `I House Number Street . Hamlet County Tax Map No. 1000 Section�13 BB 77,1- {Block ` - ° Lot - , ' Subdivision Filed Map No. Lot . \4,� �" 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: - a. Existing use and occupancy _ :.ati ak&z - a A. Q_'l►-men h LQ- b. Intended use and occupancy 6U Y)W12, ' kcxv1,e,/y'&fiv-ery' enf hOYVI-2_. W1+'71 de G_ 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work/ De('_ (Description) 4. Estimated Cost g�' 5OO CCc Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ?g- V&A' Rear 5XVIRX Depth a Veit Height - Number of Stories l Dimensions of same structure with alterations or additions: Front— 3� cAtr Rear 32 Veil- Depth LXDepth Height Number of Stories -I ` - _ 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 10 Rear 10 + Depth 140 10. Date of Purchase MCI I Name of Former Owner 1.105c0 11. Zone or use district in which premises are situated proposed 12. Does ro osed construction violate any zoning law, ordinance or regulation? YES NOS 13. Will lot be re-graded?YES___ Will excess fill be removed from premises? YES NO 4 14.Names of Owner of premisesNO Me,610Vern Address13c, A1 >!h/e,`Ko.50i1U'one No. -S4'L1,- '1(n5 Name of Architect f6A Address Phone No Name of Contractor_ p VA Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V NO * IF YES, SOUTHOLDTOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES / NO _ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO J * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFftUI k) Y c ov,e,( y- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ( lx�'1 K (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this applipation; that all statements contained in this application are true to the best of his knowledgeand VERDE alief; nd that the work will be performed in the manner set forth in the application filed therewith. Notary APP M. of New York No.OIVE0119429 Sworn to before me this Qualified Comatidea in Sulfa&County • es Naventir 29,2012 an 14'day of M.&VC.b 20l Z ti • ,,,,y,t.„_,L,„, Notary Public Signature of Applicant :ZJames= ;I n ,PrEsident i ��/�,®f ®U/ Town Hall Annex ;, �� ��' M �® 54375 Main Road Boli'.,G Vice-President ,� ''` '® • P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 x t JohmEredemeyer _ `• " 1Telephone(631) 765-1892 ;,Michael J.Domino ��Og7COU-�(��'�\`y � �, Fax(631)765-6641 BOARD-OF TOWN TRUSTEES TOWN OF SOUTHOLD `Perrrij 'No . 7789A -) s f(tU I, E Date of Receipt of Application: May 1, 2012 Applicant: Daniel McGovern JAN 2 2 2013 SCTM#: Project Location: 830 Oak Ave., SoutholdBLDG DE°T. Date of Resolution/Issuance:May'16, 2012 T�Udn or sOL'TJO D Date of Expiration: May 16,.2014 - •Reviewed by: Board of Trustees Project Description: To construct two (2) ground-level decks (side by side)8'X 12' and 12'X 26'.' Smaller deck at base of steps and larger deck across back of house. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the application received on May 1, 2012 and plans stamped approved on May 16, 2012. Inspections: Final inspection. - If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required.' This is not a determination from any other agency. a Jam:' F. King, Presid t Board of Trustees �Of SUp John M.Bredemeyer III,President i�,,4 Ty0\ Town Hall Annex Michael J.Domino,Vice-President ��I � l0 54375 Main Road P.O.Box 1179 James F.King,Trustee ; Southold,New York 11971-0959 Dave Bergen,Trustee �� G �� Charles J.Sanders,Trustee . Q s\ �I Telephone(631)765-1892 IyC�U �� Fax(631)765-6641 �,r BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1007C Date:July 21,2014 THIS CERTIFIES that the construction of(2) ground-level decks(side by side) 8'x12' and 12'x26'; smaller deck at base of steps and larger deck across back of house At 830 Oak Avenue, Southold,New York Suffolk County Tax Map#77-1-4 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 1,2012 pursuant to which Trustees Administrative Permit#7789A Dated May 16,2012,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of(2) ground-level decks(side by side) 8'xl 2' and 12'x26'; smaller deck at base of steps and larger deck across back of house. The certificate is issued to DANIEL MCGOVERN owner of the aforesaid property. got- 44.4,100,740,.w. Authorized Signature FORM NO. 3 ' TOWN OF SOUTHOLD BUILDING DEPARTMENT NOTICE OF DISAPPROVAL DATE: May 9, 2012 TO: Daniel McGovern 138 Fifth Ave. Kings Park,NY 11754 Please take notice that your application dated May 1, 2012 For a permit for a deck addition to a single family dwelling at Location of property: 830 Oak Ave., Southold, NY County Tax Map No. 1000 - Section 77 Block 1 Lot 4 Is returned herewith and disapproved on the following grounds: Thedeck addition on a non-conforming parcel, is not permitted pursuant to Article XXIII Section 280-124 which states: "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming and have not merged pursuant to 280-10." Lots measuring less than 20,000 shall have a minimum side yard setback of 10' feet. The survey, indicates a side yard setback of 4'. Also,the proposed addition is not permitted pursuant to Article XXII, Section 280-116B, which states: "All building ... on lots upon which a bulkhead exists... shall be set back not less than 75' from the bulkhead." The proposed deck will be approximately 63' from the bulkhead. Aihrx-;_e4,_-_— Authorized Signature FORM.NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT NOTICE OF DISAPPROVAL DATE: May 9, 2012 TO: Daniel McGovern Amended: September 6, 2012 138 Fifth Ave. Kings Park, NY 11754 Please take notice that your application dated May 1, 2012 For a permit for a deck addition to a single family dwelling at Location of property: 830 Oak Ave., Southold,NY County Tax Map No. 1000 - Section 77 Block 1 Lot 4 Is returned herewith and disapproved on the following grounds: The deck addition on a non-conforming parcel, is not permitted pursuant to Article XXIII Section 280-124 which states: "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming and have not merged pursuant to 280-10." Lots measuring less than 20,000 shall have a minimum side yard setback of 10' feet. The survey, indicates a side yard setback of 6.7'. Also, the proposed addition is not permitted pursuant to Article XXII, Section 280-116B, which states: "All building ... on lots upon which,a bulkhead exists... shall be set back not less than 75' from the bulkhead." The proposed deck will be approximately 61.6' from the bulkhead. (jet' - Authorized Signature Amended to reflect new July 10, 2012 survey. r { '4F/ BOARD MEMBERS • olif° 'f S _ Southold Town Hall Leslie Kanes Weisman,Chairperson •i����0 QUTy� - 53095 Main Road•P.O.Box 1179 ' e' • Southold,NY 11971-0959 James Dinizio,Jr. ' Office Location: Gerard P.Goehringer ; sn• • Town Annex/First Floor,Capital One Bank George Horning � A 54375 Main Road(at Youngs Avenue) Ken Schneider ;liyCOUNi � Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS D I' I L TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 OCT 2 3 2012 j DEPT FINDINGS,DELIBERATIONS AND DETERMINATION LDG. TObVNOF SOUTHOLD MEETING OF OCTOBER 18,2012 ZBA FILE: 6599 NAME OF APPLICANT:Daniel McGovern PROPERTY LOCATION: 830 Oak Avenue(adj.to Goose Creek), Southold,NY SCTM: 1000-77-1-4 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated September 17, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated Sept. 24, 2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The Applicant's property is a 9800 sq. ft. parcel in the R-40 Zone. The northerly lot line measures 70 feet to a 4 feet wide bulkhead constructed along an unnamed, and un-improvable, ROW bordering Goose Creek. The easterly lot line measures 140 feet along an adjacent parcel. The southerly lot line measures 70 feet along Oak Ave. The westerly lot line measures 140 feet along another parcel. The property is improved with a single family dwelling, as shown, with the proposed new decking, on the survey drawn by John R. McWilliams Land Surveying,PC, dated July 10,2012. BASIS OF APPLICATION: Request for Variances from Article XXII Code Section 280-116(B) and Article XXIII Section 280-124 based on an application for building permit and the Building Inspector's May 9, 2012, amended September 6, 2012 Notice of Disapproval for deck addition to single family dwelling, at; 1) less than the code required bulkhead setback of 75 feet,2)less than the minimum side yard setback of 10 feet. RELIEF REQUESTED: The Applicant requests a variance to construct a 12ft.x8 ft. deck with a side yard setback of 6.7 feet, where Code requires a 10 feet setback and a bulkhead setback of 61.6.feet , where Code requires a 75 feet setback. ADDITIONAL INFORMATION: The Applicant has obtained an Administrative Permit from the Southold Town Trustees dated May 16,2012,for the deck construction. Research of some other variances within the neighborhood shows#2455 variance granted in 1978 at 440 Oak Ave. for a 2 story addition with a 7"3" side yard Page2 of 3—October 18,2012 ZBA File#6599-McGovern F SCTM 1000-77-1-4 setback: #3962 variance granted in 1990 at 124 Hickory Ave. for a deck with an 8 feet side yard setback; #4045 variance granted in 1991 at 650 Oak Ave. for a deck,with a 60 feet bulkhead setback; and #5097 variance granted 'at 150 Oak Ave. for a second story addition with a 6 feet side yard setback. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 4,2012, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and,surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law$267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The deck will be raised about 6-8 inches above grade, will not require any top railings, and will be screened from the view,of the nearest neighbor by an existing vegetative hedgerow. Decks are customary and incidental additions to residential structures. This proposed low profile deck will have no negative effect upon the any nearby property or the neighborhood. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be'achieved by some method, feasible , for the applicant to pursue, other than an area variance. The benefit sought for variance relief for a deck with a 6.7 feet side yard setback cannot be achieved without a variance since to comply with the 10 feet required setback the deck would have to be reduced by 3.3 feet which would compromise the Applicant's ability to match up an existing concrete walkway with a reasonable method of a level outdoor access to the deck. The benefit sought for variance relief for a 61.6 set back from the bulkhead cannot be achieved without a variance since the Applicant's single family dwelling already exists at a+/-73.6 feet setback, and it is not possible to build any addition to the waterside of the dwelling without a variance. 3. Town Law $267-b(3)(b)(3). The variance granted herein for a 63.1 feet setback from the bulkhead is not mathematically substantial, representing +/-18%relief from the code required 75 feet. The variance granted herein for a'6.7 feet side yard setback is substantial, representing 33% relief from the code required 10 feet. However,the deck will have a low profile, will rise only several inches above the existing grade, will not have any railings, and will be effectively screened from the neighboring property by an established evergreen hedgerow. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community,will have an adverse impact on the physical,or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. As noted in the LWRP recommendation the applicant shall maintain his 20 foot non-turf buffer. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The Applicant could conceivably construct a handicapped accessible patio at grade without the need for any variances. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a deck addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Weisman (Chairperson), and duly carried,to GRANT, the variances as applied for, and shown on the survey drawn by John R. McWilliams Land Surveying,PC, dated July 10;2012. ; Page 3 of 3—October 18,2012 ZBA File#6599-McGovern SCTM• 1000-77-1-4 CONDITIONS: 1. The existing 20 foot wide non-turf buffer shall be continuously maintained. 2. The deck shall remain open to the sky. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minims in nature for an alteration that does not increase the degree of nonconformity Vote of the Board- Ayes Members Weisman(Chairperson),Dinizio,Schneider, Horning Absent was.Member Goehringer This Resolution was duly adopted(4-0) 4 071(-4144(....7 Leslie Kanes Weisman, Chairperson Approved for filing f /j /2012 1 • gyp,,,.,.. '',''er IC, `tRtir _ Town of Southold •: col if (% Z Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM �, PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 'k1 `AD;,�''' STORM WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN Districtefon Block —C�t CERTIFIED BY A DESIGN PROFESSIONAL iN THE STATE OF NEW YORK. _ SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT YesNo a. What is the Total Parcels?Area of the Project Parceels? (Include Total Arearofe all Parcels located n I Will this Project Retain All Storm-Water Run-Off the Scope of Work for Proposed Construction) Generated by a Two(2")Inch Rainfall on Site? (S.F./Acres) (This item will include all run-off created by site ✓ El b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of construction activity? impervious surfaces.) (S F./Acres) PROVIDE BRIEF PROJECT DESCRIPTION (Provlassckttionat pages as Needed) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?ThisV 1.] Item shall include all Proposed Grade Changes and — Slopes Controlling Surface Water Flow. y�,{ i /� 3 Does the Site Plan and/or Survey describe the erosion - ►d d t ij 1/()U(i d I CV .. I � cis and sediment control practices that will be used to ✓ ❑ I /�,/ (. ;, control site erosion and storm water discharges. This 'TO{1,GLC () V-e . t� {()( , item must be maintained throughout the Entire Construction Period. i4 3 bR ' 'f-ee-i-- . 4 Will this Project Require any Land Filling,Grading or f� fr� Z % Excavation where there is a change to the Natural ✓ X and Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities i Encompassing an Area in Excess of Five Thousand ® ✓ (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the ' Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP Is required for all Construction activities involving soft Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes ✓ are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to — including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10.001. Surfaces be Sloped to Dire ❑ / (. Direct Storm-Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the NOI.The NOl shag be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will he used and/or Removal of Vegetation and/or the Construction of any ‘,_ / . constructed to reduce the pollutants in storm water discharges and to assure-: Item Within the Town Right-of-Way or Road Shoulder V compliance with the terms and conditions of this permit.In addition,the SWPPP shall identifypollutionmayreasonably expected to affect the Area?(chis Item will NOT Include the Installation of Driveway Aprons.) potential sources of which be quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post construction storm water management practice In a Box and the construction site disturbance Is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed In New York a StormaAlata,Grading,Drainage Erosion Control Plan is Required by the Town of Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. that is knowledgeable in the principles and practices of Storm Water Management. (NOTE: A Check Mads(4)and/or Answer for each Question is Required for a Complete Appiimtton) STATE OF NEW YORK, 3; COUNTY OF alt SS That I,. !Iii 4--i n>cc2DV Ir \ being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that he/she is the Q]„ ne - (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; 1, 94" day of 14 Ct-VCl ,20 12 Notary Public: 't,ot. ) e 1 Y-(4...0i.o...— ..D J Ig lure of Applicant) FORM - 06/10 Noisy Pct .epic.of Now Yale NpAtIVE61111429 ,o101f S0045,- 1 e`®., 1,®�® Town Hall Annex ` Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a®,1'�� Southold,NY 11971-0959 C®UNTY,� '� July 17, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Daniel McGovern 138 5th Ave Kings Park, NY 11754 Re: , Bouthold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 37774 - Deck Addition '-..,-.•••§".q.:.1-„f.11.7.•-•7-F.-,•E",'; '.- ' , ' - -.....--... --------- ---1 ••,;,-,-•`'''' . . Ga.)5 E N .....,•-:,--,-, , i N.....1, C,mg..... , i • :',7)I.-4 •-•-' of- • i = _______L:______ . ... HIGH \gvAretE- ,....._._._______________z------, micrate_ .. -..: rm , ._,„_\_____ , 111-nl _-__ _____ &. ---, ---- zzow. , ..i • LO itii . • .1 , . C 1"44 4, i b 4 tt H. , 7!)ifk. • -10 0 •, --7 (I ...,-:.pr•-/z.-.Z:- 11FELEirt -'-\---el '' -14 ----1 , : • 70 -,r3 7-4 ...ti. .- t4- ,Cj .,11,04 _ 1 • , LI CS,- ----s --:: '' ,lb fl. 1._ .. . . - . 1 • f H ' '. ' • . . . f'l !.-:.-' • re) APi :::- ' - ' 1..- 'a _ -.„_4::,;.u.,..--," , • , .J. t -••• t. , .,.1 - . 1 i',:rN;', 1 . .,_ , • . > ' i • _ 4 ,,„.,, , , '-'• l'.4 i '' 0 - - • = i - :. 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I . - - ‘-•-("-. , r- 8 t a w ,-.2 3 I'5L 5. a, , X it - • V-tri . ,. .._ ..... ... „ , ,, %1 4 :4 13 g 9 r.--, g I 3 -•:. 1 . . :.'.. : 2 - , ..... • I GOOSE CREEK � r -E [ WE JAN 2 2 2013 UNNAMED STREET BLDG DEPT BULKHEAD (48' WIDE) TOWN OF SOUTHOLD 15.2' N - PQWPER'1qj RIP RAP I I BULKHEAD SAND AREA CRW 20' WIDE N49'56'40"E 70.00' — __ _ L 7- ——I i___ 3' SRF FLUSHIWOOD CURB I 7.5' N 1.4' W CURB ( (293) I (292) I (297) I (290) 4.7 S 6 a I z = i I I CD m GRASS -I • m m 0 0 • o I- I- p Ci I rit p d I °D m m I • 30.0' ,- -, I- 26. I 1 O. d [ , OVERHANG �� PROPOSED DECK 1 I 0 I w 1 6-8" HIGH �---, li ---'� I . 6 F CELLAR I 14 7 m I¢ w1 l a ENTRANCE-�-I n n l LT o B' j N w 104 70' Y- 0 ' 0 L M I z CHIM G 1 STY. 3 •, Ltt ▪ 100o PTE FRAMEo CD = w3 OF0 D# 0NGN 0 NN 83 p M 0 VP M P O P i32.3' po I 20.1' dp' Z I SLATE 0 Cl) WP'-K CURB I CONC CRW I • fl O ROCK GRASS N •LANTE' Ct I I I WoM I II P.O.B. IQ o i , n` / _L I �PI 41d WALL V CONCRETE SIDEWALK ' S49'56'40"W 70.00' 3' SRF 247.12' 0.4' S 0.8' E OAK AVENUE (20' WIDE) LEGEND: --- GUARANTEES INDICATED HEREON SHALL RUN ONLY TO PROPERTY LINE , THE PERSON FOR WHOM THE SURVEY IS PREPARED, a e FENCE UNE AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY, LENDING INSTITUTION, AND - - PROPOSED FLUSH DECK THE ASSIGNEES OF THE LENDING INSTITUTION. 11, OVERHEAD WIRES SURVEYED ON GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS SRF SPUT RAIL FENCE JULY 10, 2012 UNAUTHORIZED ALTERATION OR ADDITION TO THIS CRW CONCRETE RETAINING WALL SURVEY IS A VIOLATION OF SECTION 7209 OF THE N YS EDUCATION LAW 0 TREE , SURVEY OF PROPERTY NO s'N AS LOTS COPIES OF 1HIS SURVEY MAP NOT BEARING THE LAND WM WATER METER 290-292, AND THE NORTHEASTERLY HALF SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL PT PROPANE TANK OF LOT 293 ON A CERTAIN HAP ENTITLED NOT BE CONSIDERED AS A VALID TRUE COPY "MAP OF LOOSE BAY ESTATES"AND FILED THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM WUP WOOD UTIUTY POLE IN THE OFFICE OF THE CLERK OF THE THE STRUCTURES TO THE PROPERTY LINES ARE FOR A VP VENT PIPE COUNTY OF SUFFOLK ON 11/13/1934 AS SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT MAP NUMBER 1176. INTENDED TO GUIDE THE ERECTION OF FENCES, CC CONCRETE CURB RETAINING WALLS, POOLS AND ANY OTHER ONSTRUCTION. OF OIL FILL (INACTIVE PER HOMEOWNER) 1 SU{IVTECH 1 DISTRICT 1000 SECTION 77 BLOCK 1 LOT 4 JOHN R. Mc1YILLIAMS LAND SURVEYING, PC 14 BARBARA LA PROPERTY SITUATE AT 830 OAK AVENUELANE, FAR MrODALB, N.Y. 11735 TOWN OF SOUTHOLD, PHONE (831) 752-8577 FAX (891) 752-8578 COUNTY OF SUFFOLA STATE OF NEW YORK . ter/ JOB NUMBER SCALE J N R. McWILLIAMS • 212084 1"---30' N.Y. LICENSE NO. 050277 J /1 GOOSE CREEK S UNNAMED STREET BULKHEAD (48' WIDE) 15.2' N 1 NA\G1'. RIP RAP PPWPR�4j 9 BULKHEAD SAND AREA CRW 20' WIDE N49'56'40"E 70.00' -I---- , -r — 3' SRF FLUSH WOOD CURB I •I 7.5' N 1.4' W CURB I (293) I (292) i (291) I (290) • 4.7' S ¢ at a I Y T 2 I D -I GRASS m OCD O F 0 I- I O O I M cc I O I °° ri(13 m 30.0' 26' -, �y , Ib rI �J OVERHANG !I, PROPOSED DECK I 0 I 6-8• HIGH ---i ji 1 '' ---7 16.7' P �� 6 F CELLAR II I m 14 7' o,1¢w aI O' //L,.. W. o ENTRANCE n EE.0 B' 1 Q' W 104' 7 0' `O ZBA FINAL MAP f w - CHIM 1 STY. 0 M w SEE DECISION #19 lo ao PTI FRAME 0 O oFo DWELLING 0, I /1 O N u( N uP€ #830 0 M M O O I 20.1' • 32 3' O * I L Z SLATE 0 . (n WALK0 CURB I I GONG caw 0.1' W I �4/ b ROCK I GRASS c'i •LAN TE• Ct 0 I I CONC 1 of1 1I P.O.B. ILv I / WALL CONC Vn - -- -- • -- 411—..'411—..' WALL CONCRETE SIDEWALK WUP S49'56 40 W 70.00' 3' SRF 247.12' 0.4' S 0.8' E OAK AVENUE (20' WIDE) LEGEND: GUARANTEES INDICATED HEREON SHALL RUN ONLY TO PROPERTY LINE THE PERSON FOR WHOM THE SURVEY IS PREPARED, o o FENCE LINE AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY, LENDING INSTITUTION, AND - - PROPOSED FLUSH DECK THE ASSIGNEES OF THE LENDING INSTITUTION. ,N OVERHEAD WIRES SURVEYED ON GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS SRF SPLIT RAIL FENCE JULY 10, 2012 UNAUTHORIZED ALTERATION OR ADDITION TO THIS CRW CONCRETE RETAINING WALL SURVEY IS A VIOLATION OF SECTION 7209 OF THE N.Y.S. EDUCATION LAW 0 TREE COPIES OF THIS SURVEY MAP NOT BEARING THE LAND WM WATER METER SURVEY OF PROPERTY KNOWN AS LOTS 290-292, AND THE NORTHEASTERLY HALF SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL PT PROPANE TANK OF LOT 293 ON A CERTAIN MAP ENTITLED NOT BE CONSIDERED AS A VALID TRUE COPY, "MAP OF GOOSE BAY ESTATES"AND FILED THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM WUP WOOD UTILITY POLE IN THE OFFICE OF THE CLERK OF THE THE STRUCTURES TO THE PROPERTY LINES ARE FOR A VP VENT PIPE COUNTY OF SUFFOLK ON 11/13/1934 AS SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT MAP NUMBER 1176. INTENDED TO GUIDE THE ERECTION OF FENCES, CC CONCRETE CURB RETAINING WALLS, POOLS AND ANY OTHER CONSTRUCTION OF OIL FILL (INACTIVE PER HOMEOWNER) SUBVTECH 1 DISTRICT 1000 SECTION 77 BLOCK 1 LOT 4 JOHN R. McWILLLSMS'LAND SURVEYING, PC 11735 14 BARBARA L PROPERTY SITUATE AT 830 OAK AVENUE, LANE, FARMINGDAL , N.Y. TOWN OF SOUTHOLD, PHONE (630 752-8579 FAX (631) 752-8578 COUNTY OF SUFFOLK, STATE OF NEW YORE '�i// A JOB NUMBER SCALE JOHN B. McWILLIAMS 212084 1",---30' J ` N.Y. LICENSE NO. 050277 J gls'" '6,q_ 15 li-a- AGI ►�L. -- Ir y( Wood Support Post We recommend using 6x6 pressure treated posts for deck supports. In the past 4x4's were commonly used for support posts but 6x6's are preferable because they are much stronger, more stable and offer a larger surface area for supporting beams and contacting the ground. We have seen a 4x4's bow as much as 6" causing the entire deck to sag 1". Yikes! Many building departments won't allow you to use 4x4's if you are building more than 60" off the ground. 6x6's also provide a heavier more massive appearance that visually acknowledges and emphasizes the deck's strength. _` Buriedsu ort osts:orinstallin l ostsanRdir-ect_contactwith=the: round;:re uireusirig ._ 60�-- RET=ground°tontact-ratedpressure-treated woodtto:-prevent_rotandhdecay.Aourwant-to- purchase:supportpost.Tthat=are ras-straightas=possi ble_because_ong_wood-postsihave.a=._ tendency to twist and bow. 6x6 rough sawn cedar posts can also be used for supports but are very expensive and should never be buried in the ground. Wood support posts are prone to checking and cracking because they tend to dry out unevenly because of their thickness. The higher the moisture content the more severely the posts will crack. APPROVED, AS NOTED OCCu 'OCY OR @L PEE..30. ----BY,--- ,÷:------= ,,*:Ty, skinviNG.T0D,4pAilmRTNF,aTmAire_ cm E A P0LM t6 =TWO KQUI! E.0 x V.* KR PORED ONCRETE <>1 4 iL=CO STRAICIM 4 ELECTMCAL O l,L Ilnycic," rtd].7 ' ' MOT K COMPLETE PO',''C 0 .... F1V ALL CONSTRA CION SKIL ft REOVREMEt Or MSE'CO, IS OF, NEW VOW Oli OR�+� C�PESP0w E ''O qa s r f by clic , 10 IAA-1 a t r-\_ ce-e-r . , - 1 (A \c- LUS Tel 631-501-1300 • Fax 631-501-1619 • 33B Dubon Court, Farmingdale, NY 11735 • E-mail: info@sageparts.com • www.sageparts.com Post Base Attachment The footings of your deck are exactly what they sound like - the feet of the deck. They're the concrete foundations that support your deck. In order for posts to properly resist varying degrees of weight, posts must rest on and be anchored to concrete footings. It's important to note that patios and pre-cast concrete piers do not qualify as proper footings for deck construction. To anchor posts to concrete footings, you need to use a post base connector. Whether you're using natural, decay-resistant or preservative-treated wood, it's recommended that . posts be elevated off the concrete by 1 inch to help prevent decay at the end of the post due to moisture. 0" r ® / yam"" ,r g e" ,.{gip ,`, }'►,'''''„_,,,,,x...., ''w'W :. 9,4 .1 °V\ \etc \-..-,:,__Q.,---.. rj' `n1y'�+•`"' -`�.`f 11•,A"'Ry w...�Y�, i`/�'(< ' ,��Iw�„N 0'+> „q ,gF3Il• .l• w•~ [',/ "•��•vi, /'•:II• 5(( "�'��'n„. I•y›fi ..� I✓,mea : I '•"°""� u,,,..„,..-.4:%,..,.. (54:.,. i � ,k�e' ^ r'`lA ABA Adjustable Post Base with Stand fdf Offers f ABU Adjustable Post Base with Standoff: - t% 'I4- adjustability�to account for irnperfe:t bolt pleura Offers adjustabllity,a 1”standoff and PBSZ Post Base with Standoff: O , as well as a-Is startlofl. increased uplift loads. Foatures a 1'standoff. V) There are two types of post bases - post-installed post bases and cast-in-place post bases. ,,r,-1/,,e - Post-installed , a Post-installed post bases use anchor bolts installed during the pour or after the concrete . hardens. They are the most common post base used in new deck construction and are a good option if you want to strengthen an existing deck. •The ABA44Z and ABU44Z by Simpson Strong-Tie are adjustable post-installed post bases for 4x4 posts and feature a 1 inch standoff height to lift the post off the concrete and reduce the potential for decay from moisture. They're adjustable to account for imperfect bolt placement and offer a finished hardware appearance. ABU post bases have higher uplift loads for wind and earthquake-prone areas. The ABA and ABU are offered in 4x4, 4x6 and 6x6 post sizes and come with a ZMAX®coating for corrosion resistance. ABU post bases also are available in stainless steel for a higher level of corrosion protection. Cast-in-place post bases are designed for new decks and are installed into the concrete footing at the time of the pour. •The PBS44AZ cast-in-place post base by Simpson Strong-Tie features a 1 inch standoff height to lift the post off the concrete and reduce the potential for decay from moisture. It embeds into wet concrete up to the bottom of the 1 inch standoff base plate and has holes in the bottom of the strap to allow concrete to flow freely. (Note'A 2 inch minimum side cover is required to obtain the full load.)The PBS is offered in 4x4, 4x6 and 6x6 post sizes and depending on the size, is available in either a ZMAX®or Hot-Dip Galvanized (HDG)coating for additional corrosion resistance. LUS Tel 631-501-1300 • Fax 631-501-1619 • 33B Dubon Court, Farmingdale, NY 11735 • E-mail: info@sageparts.com • www.sageparts.com , Reinforcing Deck Rim or Band Joists ."*"' "P"- It is advisable to increase the rigidity and ,t, ,g'�!'i�" strength of your deck's rim or perimeter in r-_ Adyorder to reduce bounce and provide a solid ' "' foundation for your rail system. This can be .r + -` I accomplished in a couple of ways. You may (. want to install double rim joists across long , "' sections to respond to the flexibility of the �- / r material. Also take advantage of your extra materials by installing blocking around the j .' 1 ,.- I perimeter. The edges of decks are more susceptible to bounce because there is an :" 1 a� r increased likelihood that people will , /' gravitate to the edges of decks and the weight is less evenly distributed across the frame. The perimeter is also where rails are attached to the deck frame. Using 12"on center joist spacing will strengthen the frame throughout the deck. ' i Lus Tel 631-501-1300 • Fax 631-501-1619 • 33B Dubon Court, Farmingdale, NY 11735 • E-mail: info@sageparts.com • www.sageparts.com Derek-Cantilever Rules and Limits-How far can it span? ��� ,,r The distance your joists can safely,,cantilever or overhang a drop beam is determined by 3 factors. 1) The size of the joists 2) The type of material the joists are made from. 3) The spacing between joists. Many building departments ;,.;,_ limit joist cantilevers to 2' f.r' M` T,'-,,,,,.z or 3' maximums. You may be able to span further with .,,/ J&st''Spacing larger joists or by reducing 0 -- ''-5<„„ the joist'spacing but be tel`/4. - s`" � prepared to prove your -- ;+ - "'A. 41 position. °� Jastslze • � a -_ - Cantilever Dl.tance ti r; ,:.; , ' r • 4i; •, 1# ,p� x - 511 .„^ k`< Pevlous Article ka Ar'''L 1. / // jaff /1"---... 0A.".-,Lic,,,,, e- LitiLicic 4/\ x ci, ,,,,,11. G c,,, LUS Tel 631-501-1300 • Fax 631-501-1619 • 33B Dubon Court, Farmingdale, NY 11735 • E-mail: info@sageparts.com • www.sageparts.com Post Beam Connections Maximize the surface area of the beam resting on top of the post to take advantage of the compression strength supplied by the perpendicular grain of the support post. IRC Code requires a minimum of 1-1/2" direct i ��J ._ bearing for beams over support posts. If you need to expand the bearing pomp.i.;woqi for a beam, especially in situations where you have two or more beams intersecting above one post you may want to install a cleat down the side 111. of the post. To install a cleat you will lay a short section of 2x6 flat against one side of the 6x6 support post flush with the top of the post and even with the bottom of the beam. Use a series of lag bolts to secure the cleat down the side of the post. This technique is used to expand the contact bearing at the top of the post. Make sure the cleat is long enough and has enough bolts to pick up its share of the load, 3 feet is usuallyV "'` `':a;�u long enough. The best post beam connection involves notching a cavity into the tops of support posts to set the beams using carriage bolt fasteners (see below). Post beam connector hardware are especially useful in situations where notching a post is not practical such as at the intersection of an angled corner of the deck. To optimize performance always use the correct type and quantity of fasteners per the installation instructions. A Beam is allowed to continue over the top of a post by a maximum of one foot at the ends of a deck frame. Setting a post in from the corners of a deck can provide a nice visual balance to the frame. It can also slightly reduce the distance in between interior posts. Never apply two boards on either side of a post as a beam. The strength of a multiply beam is created by its rigid connection to one another. If you intend on installing your guard rail posts to the interior of the deck frame you may need to use a post beam connector. AWN: 4 Tel 631-501-1300 • Fax 631-501-1619 • 33B Dubon Court, Farmingdale, NY 11735 • E-mail: mfo@sageparts.com • www.sageparts.com REGO = DesignTM. IIS 4 Estimate Prepared for: Store Information: APPROVED AS NOTED CATHERINE LUCARELLI 6167-65-CROO HILL ROAD#6167 138 5TH AVE DATE( f9 B.P. # -5772 g KINGS PARK, NY 11754-4317 COMMACFK NY)175-at 8 ��J1 6315440765 (631)499-11 • 7N*FY BUILDING DEPARTMENT AT Estimate Created: 04/27/2012CUPAY OR 765-1802 ,8 AM TO 4 PM FOLLOWING INSPECTIONS: FOR THE Days Valid: 14 USE Iq Nt F1 U 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE Estimate Prepared by: ‘AIITuOUT CERTIFICATE 2. STRELECTRICALI RAPPING, NG, I f &CAULKING TIA OF OCCUPANCY 3. INSULATION 4. FINAL-CONSTRUCTION &ELECTRICAL Decks Total Price (pre-tax): $2,168.74 MUST BE COMPLETE OR C.O. ALL CONSTRUl;TION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEIN YORK STATF. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. "Please take this quote to the Contractor Services or Special Services Desk." • "Products and prices shown online may vary from those at The Home Depot store near you. Prices shown on this quote may be different due to changes in product availability and market conditions. Prices for identical items may also vary from store to store." "Los productos y precios demonstrados en linea pueden variar de los en el almacen The Home Depot cerca de usted. Los precios 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." • C, 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 terminos en la negation,situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc. Page 1 of 17 Doc ID c86ffcb4-8998-4a47-8c92-74bcb81913e7 ,ts•,r.k�x...N:.4 .•S'm`(ef�y�e,',,.'e.•za;e',..;a,s': . a.•yr,�w'°}:#..m....yez•+s"�m a..p��',.a,�...t r`,t,`g�°'".xr.s.g g...t'k,'""r";!""•'"r.4 y.:«M�.,,n,,„.r°r,'•,.t'i°.r•,3X;,'+z il!,'r+t�y`x4s amffy,.hi, y r,s,,�h�z*'s,�6.1 kz:,.rten 4,xT,;.:...+vy,t*��-^s��''.°f,r°:*4-a•,i�,s� .•dt.,,r';.;,'_N;.r:a�.''y.< .:Vv•fa;'.';ro�a�.Kr:�;,,rv•.rAs,@s•..s'^'4.sc:.tt..a.m",�:A '':e°•?e` �'. +. 44 16. B101 ` Pro Deck DesignTM • Visualizat.... ,. Home Fs•K^^^'w« I' :5.10.'z r,----L-% " '� " ';a .� .,s^° t. ".•,,',',,,,-.'"4. ; s i ' _' .,;<yi1Y",,};,4';a�_:i-o= n " , ' ' xS-*f`—>'- •..., \5 `-.�...;x QS�C"am �:?<;'":...�Py. - '-:4l�' dttrc..c'1!,iS. ;xz; " '' � �.rf'e� ;w '"z' ':4: ... i ,. ", � ^y-ax�[vzsv "'C'a'h,-)".0:2 , - z ,/ .t; p �1.,- +•Kt ^ z"fw5 ;t s ,wryL -a: .., *s . '"-,r,. b' � M t.-, ry�:..',4,,.: «'t •w .;:•'� •, e Si '� ti'";.`^, , j9ray g:<%b^wISs`.- . a'a�- •'„ •, +_x,„1,,a Y ."'. ' :r -L;mss^r „,,,, ::,.,,4[14.:, ,, " �;e"`� a 'M , ; r .s. : �<i;5f ... „ d°' # :. ,w'�aa < c :"x , ;31a ^dam _ �'''';',C. r' M ? \;.,^ ° , '..-44,i'' `gy, , > ' �� r' ,;z;; s,, Y~ ` irr7 , �`.. „ s''' » ,,• • e { t 'tT , ,• • L' .�k x e rwrx1,i 5 ;a.'i n s"�*„ ' ^ :,• ',".:'S'` ' —.A,.)' 4744 si*• • • • a• s , , sd, '. x d aa,' `'."'''''''''.1,4' r 's ::::'...1;* i wi •' s`_:Er8s w.' rya n r N r s ras �: 1 ,r,10.;-'L';':..„...-4:4:„:74.&"''''..";.; ,e + , a� �sf • •• vi ; s + � .';',",•-,„-, .” • ry x„c.;'< ,, ,,, ' irz� • �'j • t - t - , �� � d. s. � `lv � � � ,y• r ` es te* "E3' F < v �te , w � � 7. , �c� E16 a€ NPt ?� s `.F�'l ''',•,:z,,,,- ,'.-� � ` y„� a '£*.{ nY+'i '' {; � ?r� «: Y L;)I' = 'ti4..$�"4v " M Cg�' - '::• zt ”'1� .a� � •.'- ± ; � ._� -4Y vy,� t. � ' h e.'''.0 �F a , � °(° .4�, 3,., i ,. 'hr- 4,• � r . 4 " ,� ♦ %8 „v- 4 a is., s psi", 'a.• s { .',' '' ky1,w. « # d..V �" `1 r ,.,'`,,—,f.**'' ' x s .+H :.; 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, una estimaciOn final del diserio.EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p�gina es conforrne a los t8rminos en la negacion,situada en el ext de este documento. Copyright©1989-2012 Edgenet, Inc. Page 2 of 17 Doc ID c86ffcb4-8998 4a47-8c92-74bcb81913e7 BIOM 4 { -Pro Deck DesgnTM t, . Plan View • "k{n xt.3 t ,""r 'Jj4 s.9 Ott t;4, Jk' .-t €4k -�m,*n-vm>.-'— •a.>�'1"" .. ''«7sx,-+cam:-;^_ s� '". ;,�'-;x,.:-_" _ "". s,st°b'kb.-."• -.°"+.•x;-fi='.-.. -1; ., ;s o • �,£_..i.Y` _ x:S-j -.- . ;,5e..t. �..4 _ v�3s: _*•L"', n{, `:;-t. " ..y,;:,. 'r,:t"�[" . �r ^F:" _ 4£.`iJ ,�•{; ` ' ' e „ ' ... 1 .F: 1'x.. -.e'wzp'S°:�'E:a)�E ., µ+z:z7'": .«€p.y.«i!E;'<•.,'`'E {F,iS•i;%::Y 7.,:§-' ... �tx, ' , r, � zfx£. \ • n _1.;SV' ' `.. S 4pV lJ . .d..._.._�'{ ..., „+,=ct`'.:::•A'_ _. _ ,ti'Sli+r•• :"�off:S•e.t ifis. "s{,s. : 'Lw' u ' 'zk ✓f x4 •. ✓ . • :.k• ` ` u .' S > G. a4Tz z"` �Ry 'Ti;. •''.x r•-1.0zuc,.i' r1 .. h`u'J.t_ 't, - .:' y ` -i'. . •yli, ",..s. .<:.Ntr0:.te�.".5! :;-a. ��A�kF . .;r.,n•.~4n a:;{d;.",-.ii';£.-f`.;_{:�i".5ir.,�,>'•�"R'In',•:z~":-; t. . � C • C- 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 terminos en la negaci6n,situada en el extrema de este documento. Copyright©1989-2012 Edgenet, Inc. Page 3 of 17 Doc ID c86ffcb4-8998-4a47-8c92-74bcb81913e7 B101 �' TM Prop , 41 ..,..,..,..,.1-Lif III Dimension View - Deck 1 26 ft I 0 • N 1 ,. IXIIITIIXX+IITXIiIIX ±IIIIIIIIr1 moo,.<..,..�..�. ,�.. ....� ava...o�.e. .. ..Hr..,.a. .«. urz..aw, ,irez,... ,.,sR.�,..m,..�r.... '�+...,..n.rn...�,wur . .aey..wwk-..�.. �.,..,., .,,�.,�,aYr.9, :w.w«»w...w.-,w..Rw..:. v..:« >«w.,.w,. �,«r..�.y..w,- ,,.,�.+�....�..,�.....�.R.«o�+v.�....<..,�w,..u..,,-..-.....F...�:a,rvn..�. .,._.,..;...uv.yrk�.,.m�..,.....,,.«.,ro,.,..j`� �k 1 :.,.. .,. ....+..vm...a.,...rrr,,»....:,w..r..�w,w.n..a:..,..z.v - ,.�.0-w.r.v.v�...a..h: .w.n, .w.+»«wwow, a.....,.. , .. .m .,ss�.��. .,w� .w ...tea ...f'• >..,�-.u..,�...,......-moi - ..,,......-...,. �' y_...,.,a........,�..�� e:..-..-.<.. ..,........._,�.N-,.- .«....,...«,. ': Deck 1 26 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 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 conforrne a los t8rminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc. Page 4 of 17 Doc ID c86ffcb4-8998-4a47-8c92-74bcb81913e7 „:;:erv, a' TM r .s,,;.' '*;”41° Pro Deck a esign , • ,.. ..„...„, s• , , „. •,,.,,,,.,,g 11, i* Os'p _> . .. Dimension View - Deck 2 8ft i 1:1: :,...4:'; fil T i 4 n 41 , # x c. 1.1 O' El 4tN �', N^ r q la l{'*moi. $ � .+:_...'''>.5,fiiG Z a''', 6'r4'8.. ~A. ! .. Y/' +A V025,`,,,,.,,,,AS4 AtiM.ProWX:.. 3.��'`." t,`Y +..'v+:.`,3v'7 1041444.1.,•47 .Y.a.i%rw":...., rfIA or N .n. ..# ,:+ :k.'��?N�h�;k'. �:k�i�Z`i�44.t�sY55�X ki4:lFiid:: :X LKS�e4':^.E�.navMGz� ?Yi+�x`"..5.51�.v�;.� a . IP ".x�f aMK4JS.:.....AYa v.xk..^.+;.Fa?/.M"��":•:-rL'�=`%�'...w,x:iA+S.s„..,:'".fY`e." x'r R?e,+.�r9'xF��,"�$"."0.'m4..x<;;n N/ ;. Deck 2 8 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 estimacibn final del diserio. EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacion contenida en esta pdgina esta conforme a los terminos en la negacibn,situada en el extremo de este documento. . Copyright©1989-2012 Edgenet, Inc. Page 5 of 17 Doc ID c86ffcb4-8998-4a47-8c92-74bcb81913e7 TM Pro dec k Design ;y I Post View- Deck 1 6 0 1111911. 1111911 11119,n 1111911. el 611 611 fiB 611 3 In 311. S xt 3 m 3 In Bn,.Polnl ' ° 6 n 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 disefio. EDGENET,INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda Ia informacion contenida en esta pagina esta conforme a los terminos en Ia negacibn,situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc. Page 6 of 17 Doc ID c86ffcb4-8998-4a47-8c92-74bcb81913e7 SEGO Pro Deck pt,s:= Post View- Deck 2 D\ 5 OT 5 ri 19ft9in 19ft9in EZ 14 ft 14 ft El 8ft3in 8rt3in BasePoint rn v 5' 0 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 disefio. 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 tarminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2012 Edgenet,Inc. Page 7 of 17 Doc ID c86ffcb4-8998-4a47-8c92-74bcb81913e7 EGm pra DeckpesignTMG Joist Layout View ...,__ „__.............,.,.., Bft ..,..._....,_.a.. 4 ]ft3 to OC 7 ft9m ,..,r,.... ,.�...,.,...... ..,..,,.,.._�..,,� b 1 ft 4 m OC 7ft9m 1ft4mOC • 7ft9m� K �., .., 1ft4mOC f 7 Y,.:..,.....,.,....,..:..»................. t.....,.M.,,«........»..«k..a. t9m 1 ft 4 III OC 1. 7 ft 9 m . 1 ft in OC I ft......,,..,. ,... ,.. ..r,..,..,,..»..,.,... �.. m ..:., 7ft9 4 in OC �, ..�............ J 1 ft 3 m OC ��. . •,. 7ft9m 8ft4m .,� �. ��. �-8ft3i¢ �. � ���� •� 8ft8rn , 4 r, 1ft4,nOC 1ft4mOC 7 ft9m II. 8ft4t¢ `' s - 'x 1 ft 3 m OC ` l ft 4 m OC 8 f .4:4IE �� 1 1ft4mOC 8 ft 4 m ,.,.. ,,,...., 8 ft 3 m � . 8 ft 8 m , r -... .,,..�....,.:., .....:_.......,,..., <...._....:.,:. ..:. .. .....:.....,.». .u:>....... v, 1 ft 4 m OC 8ft4in 8ft3m 8ft8m _.. 1ft4mOC 8ft4m ' 8ft3m 8ft8m i. 1 ft in OC 8 ft to 8ft3m 8 ft8m 1 ft 4 m OC 8ft4 in 4 8 ft3m 8ft8mf. r ' 1ft3 to OC 26 ft Notes , All Joist and stringer spacing dimensions are measured m 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 e instrcciones importantes: Esto no es un plan ni una estimation final del diseno. EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la information contenida en esta pegina este conforme a los terminos en la negation,situada en el extremo de este documento. Copyright©1989-2012 Edgenet,Inc. Page 8 of 17 Doc ID c86ffcb4-8998-4a47-8c92-74bcb81913e7 Pro Deck Design TM Deck Information Deck 1 Construction Method - Beam Flush With Joist Footing Type - In-Ground Live Load - 60 Dead Load - 10 Decking Spacing - 1/8 in Joist Spacing - 16 in Beam Spacing - 104 in Post Spacing - 69 1/4 in Decking - L5/4x6 Treated Southern Pine No. 2 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 • Deck 2 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 - 96 in Post Spacing - 69 1/4 in Decking - L5/4x6 Treated Southern Pine No. 2 Beams - L2x6 Treated Southern Pine No. 1 Joists - L2x6 Treated Southern Pine No. 1 Posts - L4x4 Treated Southern Pine No. 2 Deck Height - 6 in Diagonal Bracing - Yes Joist Overhang - 0 in Beam Overhang - 0 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 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 pdgina este conforme a los terminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2012 Edgenet,Inc. Page 9 of 17 Doc ID c86ffcb4-8998-4a47-8c92-74bcb81913e7 7BIGProDeck Decking Deflection Factor - 360 Joist Deflection Factor - 360 Beam Deflection Factor - 360 Pref Decking Size - 514x6 Pref Joist Size - NONE Pref Beam Size - NONE Pref Post Size - NONE Diag Brace Height 1 - 24 in Diag Brace Height 2 - 24 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 estimacibn final del disefio. 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 negacibn,situada en el extremo de este documento. Copyright©1989-2012 Edgenet,Inc. Page 10 of 17 Doc ID c86ffcb4-8998-4a47-8c92-74bcb81913e7 �, ham. Pro Deck-,,:i,,r ' � �'i 415.. Ai L Sku Usage List Usage Sku Description Qty Beam 255411 2X6-12 PT#1 WEATHERSHIELD 2 Beam 255676 2X8-12 PT#1 WEATHERSHIELD 6 Decking 168793 5/4X6-12 PT PREM-WEATHERSHIELD 74 Joist 255376 2X6-10 PT#1 WEATHERSHIELD 24 Joist 255457 2X6-16 PT#1 WEATHERSHIELD 4 Post 257974 4X4-10#2 PT 3 Post 258132 4X4-12#2 PT 6 Rim Joist 255376 2X6-10 PT#1 WEATHERSHIELD 6 Rim Joist 255411 2X6-12 PT#1 WEATHERSHIELD 4 Rim Joist 255457 2X6-16 PT#1 WEATHERSHIELD 1 Decking Treated Southern Pine No. 2 DeckScrew Green 735003 DECKMATE SCREW, GREEN, 3 IN, 5LB 4 Standard Materials Standard Deck Materials Beam Bolt 4x4 544208 CARRIAGE BOLT-GALV. 1/2 X 8 36 Beam Nut 538892 HEX NUT GALV 1/2 36 Beam Washer 538981 FLAT CUT WASHER GALV 1/2 36 Blocking Nails 192708 16D 3-1/2" HOT GALV COMMON 5 LB 2 Conc IG Ftng 666249 60LB. SAKRETE CONCRETE MIX 36 DiagBraceBeam 258132 4X4-12#2 PT 5 DiagBraceBeamB 544208 CARRIAGE BOLT-GALV. 1/2 X 8 36 DiagBraceBeamN 538892 HEX NUT GALV 1/2 36 DiagBraceBeamW 538981 FLAT CUT WASHER GALV 1/2 36 DiagBraceJoist 258132 4X4-12#2 PT 5 DiagBraceJoistBol 544208 CARRIAGE BOLT-GALV. 1/2 X 8 36 DiagBraceJoistNut 538892 HEX NUT GALV 1/2 • 36 DiagBraceJoistWa 538981 FLAT CUT WASHER GALV 1/2 36 Rim Joist Nail 446408 16D 3-1/2" HOT GALV BOX 1 LB 4 Simpson 2x6JH 865827 LUS26Z DOUBLE SHEAR HANGER Z-MAX 64 Simpson 2x6JHS 479710 SIMPSON#10 X 1.5"CONNECTOR SCREW 6 ' Warning and Important Instructions: This is not a final design plan or estimate. EDGENET,INC.assumes no responsibility for the correct use or -output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del disefio.EDGENET, INC.no asume ninguna responsibilidad del use o de Ia salida correcto de este programa.Toda Ia informaciOn contenida en esta pfigina esta conforme a los t6rminos en la negacion,situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc. Page 11 of 17 Doc ID c86ffcb4-8998-4a47-8c92-74bcb81913e7 vo,„ Pro Deck DesignTM + Warning and Important Instructions: This is not a final design plan or estimate.EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaciOn final del diseno.EDGENET,INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaciOn contenida en esta pagina esta conforme a los terminos en la negacion,situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc Page 12 of 17 Doc ID c86ffcb4-8998-4a47-8c92-74bcb81913e7 BEde ow. gi •W:r• ro Deck Si • n .44,4 lrgoaN Material Usage List IMPORTANT DO NOT PRE CUT LUMBER AND/OR MATERIALS. While this Materials Usage List shows the proper length for all of the lumber, you should not precut any lumber and/or materials. You should only cut the lumber and/or materials after your posts are in and you have re-measured the distances. Precutting of lumber and/or materials prior to actual need can result in significant wastage in lumber and/or materials A slight variation from the plans in the placement of posts can cause lumber and/or materials properly sized according to the plans not to fit for the intended use. IMPORTANTE:NO CORTE LA MADERA DE CONSTRUCCION POR ADELANTADO. Mientras que esta lista del uso de materiales demuestra la longitud apropiada para toda la madera de construction,usted no debe cortar por adentado ninguna madera de construcci6n. Usted debe cortar la madera de construction solamente despues de que sus postes estén adentro y usted ha remedido las distancias. Cortar por adelentado de la madera de construction antes de la necesidad real puede dar resultar en despilfarro significativo en la madera de construcciOn Una variation leve de los planes en la colocaciOn de postes puede causar la madera de construction clasificada correctamente segiun los planes para no caber para el uso previsto. Decking. 168793 74 514X6-12 PT PREM-WEATHERSHIELD There will be 1 piece A- Length 12' Joist 255376 8 2X6-10 PT#1 WEATHERSHIELD There will be 1 piece A- Length 8' 9" Joist 255376 8 2X6-10 PT#1 WEATHERSHIELD WDMlrntrr- There will be 1 piece A- Length 8'5" Joist 255376 8 2X6-10 PT#1 WEATHERSHIELD There will be 1 piece A-Length 8'3" Joist 255457 4 2X6-16 PT#1 WEATHERSHIELD There will be 2 pieces A-Length 7' 9" B- Length 7' 9" • Warning and Important Instructions: This is not a final design plan or estimate.EDGENET,INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimation 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 paging este conforme a los terminos en la negation,situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc. Page 13 of 17 Doc ID cB6ffcb4-8998-4a47-8c92-74bcb81913e7 r ec esi • n # • Beam 255411 4 2X6-12 PT#1 WEATHERSHIELD There will be 1 piece A- Length 12' Beam 255676 2 2X8-12 PT#1 WEATHERSHIELD There will be 1 piece A- Length 11' 9" Beam 255676 2 2X8-12 PT#1 WEATHERSHIELD 41,41There will be 2 pieces A-Length 5' 11" B-Length 5' 11" Post - 257974 3 4X4-10#2 PT There will be 2 pieces A-Length 4' 5" B-Length 4'5" Post 258132 3 4X4-12#2 PT There will be 2 pieces A-Length 5' 11" B-Length 5' 11" Post 258132 3 4X4-12#2 PT There will be 2 pieces A- Length 5'4" B-Length 5'4" 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. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaciOn final del disefio 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 terminos en la negaciOn,situada en el extrema de este documento. Copyright©1989-2012 Edgenet,Inc. Page 14 of 17 Doc ID c86ffcb4-8998-4a47-8c92-74bcb81913e7 3E itv TM oft Pro ec taiP e ign 1/484 Rim Joist 255376 6 2X6-10 PT#1 WEATHERSHIELD There will be 1 piece A- Length 8' 8" Rim Joist 255411 4 2X6-12 PT#1 WEATHERSHIELD . ...,.u...._......_.,. ........,mow n,,,. ..._,...>_� There will be 1 piece A- Length 12' Rim Joist 255457 1 2X6-16 PT#1 WEATHERSHIELD There will be 2 pieces A-Length 8' B-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 e instrcciones importantes: Esto no es un plan ni una estimacion final del disetio.EDGENET,INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la information contenida en esta paging esta conforme a los torminos en la negation,situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc. Page 15 of 17 Doc ID c86ffcb4-8998-4a47-8c92-74bcb81913e7 x * Pro Deck Design TM 174 Material List Qty UOM SKU Description Stock Items 74 EA 168793 5/4X6-12 PT PREM-WEATHERSHIELD III 1111111111111 2 BX 192708 16D 3-1/2" HOT GALV COMMON 5 LB III 1111111111111 30 EA 255376 2X6-10 PT#1 WEATHERSHIELD 1 11111111111111 6 EA 255411 2X6-12 PT#1 WEATHERSHIELD 1 I 1111111111111 5 EA 255457 2X6-16 PT#1 WEATHERSHIELD 1 1 1111111111111 6 EA 255676 2X8-12 PT#1 WEATHERSHIELD 1 1 1111111111 III 3 EA 257974 '4X4-10#2 PT 1 11111111111111 16 EA 258132 4X4-12#2 PT 1 11111111111111 4 BX 446408 16D 3-1/2" HOT GALV BOX 1 LB 1 1111111 11111111 6 EA 479710 SIMPSON#10 X 1.5" CONNECTOR SCREW 1111111111111111 108 EA 538892 HEX NUT GALV 1/2 11111111111111111 108 EA 538981 FLAT CUT WASHER GALV 1/2 11111111111111111 108 EA 544208 CARRIAGE BOLT-GALV. 1/2 X 8 111111111111.11111 36 EA 666249 60LB. SAKRETE CONCRETE MIX 11111111111111111 4 BX 735003 DECKMATE SCREW, GREEN, 3 IN, 5LB 11111111111111111 64 EA 865827 LUS26Z DOUBLE SHEAR HANGER Z-MAX 11111111111111111 Total Price $2,168.74 • Estimate Created: 04/27/2012 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. Parameters used for Deck 2: 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 estimation final del diseno.EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la information contenida en esta pdgina esta conforme a los terminos en la negaciOn,situada en el extremo de este documento. Copyright©1989-2012 Edgenet,Inc, • Page 16 of 17 Doc ID c86ffcb4-8998-4a47-8c92-74bcb81913e7 SIGN ign TM Deck Des Pro 4,0 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 disefio 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 Ia estimaciOn. Usted es responsable de que Ia estructura final cumpla con los codigos de construccion locales y con Ia seguridad estructural y de los materiales del disefio final. EDGENET, INC. no participa en Ia ingenieria, la arquitectura ni en Ia contrataciOn general. EDGENET, INC. no asume responsabilidad alguna por el disefio, la ingenieria, o Ia construccion; por Ia seleccibn o Ia eleccion de los materiales usados; por el cumplimiento de los cOdigos, las leyes, o los estandares de mano de obra. Todos los disefios, 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 Ia madera o los materiales se cortan con antelacion, pueden ser demasiado largos o cortos para Ia estructura. EDGENET, INC. no asume responsabilidad alguna si Ia 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 estimacibn 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 t6rminos en Ia negaciOn,situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc Page 17 of 17 Doc ID c86ffcb4-8998-4a47-8c92-74bcb81913e7