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HomeMy WebLinkAbout37997-Z 4�Offat/r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Irv. • SOUTHOLD, NY y�0� �a0- 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#: 37997 Date: 5/3/2013 Permission is hereby granted to: Schultz, David PO BOX 624 Mattituck, NY 11952 To: Additions and alterations to an existing single family dwelling as applied for, per DEC, Trustee and ZBA approvals, with flood permit. nl � ,N �LA_ At premises located at: 2745 Wickham Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 139.-2-3 Pursuant to application dated 4/24/2013 and approved by the Building Inspector. To expire on 11/2/2014. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $965.60 Flood Permit $100.00 CO -ADD TO LING $50.00 Total: $1,115.60 Build i gector ' Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: Ar For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or i topographic features. 2: Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). I' 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swom statement from plumber certifying that the solder used in system contains less than 2110 of I% 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. Fites 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: t House No. Street Hamlet Owner or Owners of Property: ®A L)10 i— RA-rx f C I& ,S1�QL Suffolk County Tax Map No 1000, Section_ �3 Block O Z Lot Subdivision Filed Map. Lot: Permit No. Date of Permit: Applicant: Health Dept.Approval: ° Underwriters Approval: Planning Board Approval: Request for Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applica t Signature FIELD ITTSPRCTZON REPORT DATE COMMENTS FOU MATION(IST) C� FOUNDATION(2ND) V 90 O ROUGH FRAbMIQ& y PLUMBING • � W INuUL•ATION PER N.Y. H STATE ENERGY CODE . 1 n FINAL V ADDITIONAL COMMENTS O l N z e �,m r L i SOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST I M NG DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ,���III � Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 20� Single& Separate Storm-Water Assessment Form -�- Contact: n Approved ,20_1,0 Mail to: A4gl( C �� Disapproved a/c ' •Phone: • ' Expiration 20 E C E W wilding In U l� U APPLICATION FOR BUILDING PERMIT APR 2 4 203 Date O ?� , 20 BLDG DEPT INSTRUCTIONS y TOWN OF SOUTHOLD .*TlTt'a e 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 wort: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_amehdments 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. APPLICATION 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. (Signature of applicant or narne, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, a nt, architec)igineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) 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's License No. 1. Location Qf tand on whio ose work will bedone: A House Num er `� ,Street `., ,d 'vC Hamlet County Tax Map No. 1000{`Section `J Block 0 Z Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor 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 Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories i 8. Dimensions of entire new construction: Front Rear DepthA Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated (� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES &--'NO 13. Will lot be re-graded? YES v1NO Will excess fill be removed from premises? YES ✓NO 14. Names of Owner of pre ises 5 C G Address Phone No. .3 Name of Architect C ( IZ— Address Phone No ¢� Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS NAY 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 1/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF YCfit/ being dulysworn deposes and says that she is theapplicant PV4 (Name of individual signing contract) above named, C®NNIE D. BUNCH Notary Public, state of New York (S)He is the No.01BU6185050 (Contractor, Aget , Corpate Officer, et o ^ • `"hea ! - °GIR `� 'y ) ommossion Expires A�a�il .,4,2�_b of said 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 therewith. Swo to efore me thi day of l 20 c) Notary Public Signature ofplicant BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson O��QF S�UTyOI 53095 Main Road•P.O.Box 1179 h O Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning • �� 54375 Main Road(at Youngs Avenue) Ken SchneiderCOU Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 20,2012 ZBA FILE: 6588 NAME OF APPLICANT:David P. Schultz SCTM# 1000-139-02-03 PROPERTY LOCATION: 2745 Wickham Ave. (corner of Grand Ave.)(adj.to Long Creek);Mattituck,NY SEORA 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 August 14, 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 August 16, 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: Subject property is improved with a one story dwelling and an accessory one story garage in the R-40 zone district. It has 47.22 feet on a 20 foot right of way, 155.78 feet along the northern property line, 45.92 feet on Long Creek and 163.00 feet on the southern property line as shown on the survey dated May 16, 2007 last revised May 10,2012 prepared by Nathan Taft Corwin,III LS. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124, and the Building Inspector's May 30,2012 Notice of Disapproval based on an application for building permit to construct additions and alterations to existing single family dwelling at 1) less than the minimum side yard setback of 10 feet, 2) less than the combined side yard setbacks of 25 feet,3)lot coverage of more than the code permitted 20%. RELIEF REQUESTED: The applicant requests variances for 1) a side yard setback of 2.5 feet where the Code requires 10 feet, 2)a combined side yard setback of 16.7 feet where the Code requires 25 feet and 3) a lot coverage of 23.8% where the Code allows up to 20%, all as shown on the survey/site plan prepared by Nathan Taft Corwin III, L.S. dated May 16,2007 and last revised dated May 10, 2012. Page 2 of 3—September 20,2012 ZBA File#6588-Schultz CTM: 1000-139-2-3 ADDITIONAL INFORMATION: The applicant had testified at the public hearing that the neighbor to the south was in favor of the proposed construction and has given him permission to access their property during the proposed construction activities. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 6,2012, 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)M. Grant of the requested variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Two story dwellings are characteristic of this neighborhood and the proposed second story addition to this preexisting dwelling would be in keeping with this characteristic. There was no evidence presented to indicate that the granting of the variances would cause a detriment to nearby properties. 2. Town Law 4267-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 dwelling exists in its preexisting nonconforming location and any proposed additions will require variances. 3. Town Law 4267-b(3)(b)(3). The variance granted herein to maintain a 2.5 foot side yard setback is mathematically substantial, representing a 75% relief from the Code required 10 foot minimum. However this setback has been established by the preexisting location of the one story dwelling and there is no evidence presented that maintaining this setback would cause a detriment to nearby properties. Furthermore, this side yard setback is to a R.O.W. which is heavily treed and having thick brush, with no evidence of pedestrian or vehicular use. The variance granted herein for a combined side yard setback of 16.7 feet is mathematically substantial, representing a 33%relief from the Code required 25 feet. However,the proposed side yard setback to the adjoining property, with a dwelling, will have a conforming side yard setback of 14.2 feet. The variance granted herein for a 23.8% Lot Coverage is mathematically substantial, representing a 19% relief from the Code required maximum of 20%. However,the preexisting lot coverage is 23.5% and the request for an additional 0.3% or 20 square feet is not substantial when compared to the preexisting Lot Coverage. 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 and the applicant proposes to upgrade the sanitary system in a location outside the wetlands boundaries. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. 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 variance reliefs is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing additions and alterations to this preexisting dwelling and parcel 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 Dinizio, seconded by Member Goehringer Acting Chairperson, and duly carried, to Page 3 of 3—September 20;2012 ZBA File#6588-Schultz CTM 1000-139-2-3 GRANT, the variances as applied for, and shown on the survey prepared by Nathan Taft Corwin III, L.S. dated May 16, 2007 and last revised dated May 10, 2012 and the architectural drawings prepared by Mark Schwartz, R.A.,entitled Schulz House,Additions and Alterations, sheets A-1 thru A-5 inclusive,all dated July 13, 2012. 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 minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes. Members Acting Chairperson Goehringer, Dinizio, Horning Absent was Chairperson Weisman and Member Schneider This Resolution was duly ado ted(3-0). erarP. Goehringer,Acting Chairp rson Approved for filing 9I /201 James F.King,President QF S0 Town Hall Annex Bob Ghosio,Jr.,Vice-President h�� Ol0 54375 Main Road P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer G Q • �O Telephone(631)765-1892 cou Michael J.Domino O Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 22, 2012 Mr. Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: DAVID SCHULTZ 2745 WICKHAM AVE., MATTITUCK SCTM# 139-2-3 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 22, 2012: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#7616 to raise the existing dwelling 16" to comply with FEMA required base flood elevation; and as depicted on the revised survey prepared by Nathan Taft Corwin III, Land Surveyor, last dated May 10, 2012 and stamped approved on August 22, 2012. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, Jam s F.Zng President, Board of Trustees JFK:amn r, Jill M.Doherty,President O�\QF SOUTyOI Town Hall Annex Bob Ghosio,Jr.,Vice-President 54375 Main Road P.O.Box 1179 James F.King Southold,New York 11971-0959 Dave Bergen G Q John Bredemeyer O Telephone(631) 765-1892 '.COMM Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 24, 2011 En-Consultants 1319 North Sea Rd. Southampton, NY 11968 RE: DAVID SCHULTZ 2745 WICKHAM AVE., MATTITUCK SCTM#139-2-3 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wed., August 24, 2011 regarding the above matter: WHEREAS, En-Consultants on behalf of DAVID SCHULTZ applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance, application dated August 2, 2011, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards,, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on August 24, 2011, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, and, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, and, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees has found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVES the application of DAVID SCHULTZ to construct a second-story addition onto an existing one-story, one-family dwelling; construct a two-story addition in place of existing attached deck and remove remainder of existing deck; construct a 6'X 10' attached porch in place of existing landing/steps to be removed; remove existing nonconforming sanitary system located less than 100' from wetlands; install drainage system of leaders, gutters and drywells; relocate existing public water service; and establish 10' wide approx. 450 sf. non-turf buffer to be planted with native vegetation in place of existing lawn adjacent to tidal wetlands boundary, and to remove the tree located along the northwest comer of the dwelling, and as depicted on the survey prepared by Nathan Taft Corwin III last dated April 12, 2011 and stamped approved on August 24, 2011. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Jill . Doherty, Preside Boa of Trustees JMD/Ims r.,b•, ,e�'a, I't.. akyly i __ �K'AL r _ �,l._ irr. n./ pti�/I ✓y'.. ,! x\,��yA�.flr� 1- '�l'�'.'1 '1y�1 A��/✓✓.�.-r£ �' } /I 1 ✓Y '.3y"'4A.n7,;'!f�'�+,. %I I�I.F�r'�i,T�'! .��I1�>� rt i rll`J, r �'...,!•y - it I -52"'N' r7^;r' I I, t` .. � .r`"..2: '�. � ,� r y I I �-i'✓ 1�\ /� �� �r a r _ � '�\ /..�r / r !a ✓it �� i { r r 2�x, a 3 3- �_4 r If;•L\§ ?r 1J ' •I 1 •• ..1 1 • • • ,1• 1 • i •. 1 • • 1 1� 1 ��6 a : V` "' 11 1 1 1 1.Y 1 I 1 1 l 1 Y I 1 I 1 1 _ �� �,• s��C�� I I I 1 f ' • J: I 1 I 11 61 l l 1 I . 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New York State Department of Environmental Conservation _ Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 v Phone: (631)444-0365 Fax: (631)444-0360 NNW www.dec.nV.QOy Joe Martens Commissioner TIDAL WETLANDS PERMIT MODIFICATION October 9,2012 Mr.David Schultz Re: NYSDEC# 1-4738-03288/00002 P.O.Box 624 Schultz Property Mattituck NY 11952 2745 Wickham Avenue Mattituck SCTM# 1000-139-2-3 Permit Expiration: 10/6/2016 ARNO-DEP - Dear Permittee: Your recent request to modify the above permit has been reviewed pursuant to 6 NYCRR Part 621 (Uniform Procedures Regulations). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or existing permit conditions. Therefore,the permit is modified to authorize: Raise the dwelling a minimum of 16 inches; fill the basement with clean fill and place a concrete slab; reconfigure the existing sanitary system and drywells;reconstruct the fireplace and chimneys. All work for this modification shall be performed in accordance with the plans prepared by Nathan Taft Corwin III last revised on 9/18/12, and stamped"NYSDEC APPROVED"on 10/9/12. Natural Resource Permit Condition number 7 is revised and condition number 17 is added to the permit as follows: 7. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 471inear feet landward of the tidal wetland boundary for immediate on-site recharge. 17. Clean Fill Only All fill shall consist of clean sand, gravel or soil(not asphalt, slag, flyash,broken concrete or demolition debris. This letter is a modification to the original permit, and as such, shall be avail e at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original ermit. Sincere , A. Wiel d Deputy Permit inistrator cc: En-Consultants Bureau of Habitat-TW File 4 J New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY @Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 Fax: (631)444-0360 - Website: www.dec.ny.goy Joe Martens commissioner October 7, 2011 Mr. David Schultz P.O. Box 624 Mattituck NY 11952 Re: NYSDEC Permit# 1-4738-03288/00002 Schultz Property 2745'Wickham Avenue Mattituck SCTM # 1000-139-2-3 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6 NYCftR, Part 621) we are enclosing your permit. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather, and a Notice of Commencement/ Completion of Construction. Sincerely, Matthew R. Penski Environmental Analyst 1 cc: En-Consultants Inc. Habitat - TW DEP File Am / NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC'ID 1-4738-03288 PERMIT Under the Environmental Conservation*Law ECL Permittee and Facility Information Permit Issued To: Facility: DAVID SCHULTZ SCHULTZ PROPERTY PO BOX 624 2745 WICKHAM AVE JSCTM#1000-139-2-3 MATTITUCK,NY 11952 MATTITUCK,NY 11952 (631)298-9340 Facility Application Contact: EN-CONSULTANTS INC 1319 NORTH SEA RD SOUTHAMPTON,NY 11968 (631) 283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 707 NYTM-N: 4541.4 Latitude: 40059'51.1" Longitude: 72°32'20.0" Project Location: 2745 Wickham Avenue, Mattituck Authorized Activity: Construct a second story addition over the existing first story, a two°story addition, and a porch. Remove the existing wood deck and steps, remove the existing cesspools,,install a new sanitary system, relocate the existing water service, and establish a 10 foot wide,native planted buffer: All work shall be performed in accordance'with the conditions of this permit and the survey plan prepared by Nathan Taft Corwin III last revised on 4/12/11. The portion of the property that is landward(east/southeast) of the 10 foot elevation contour line, as shown on the aforementioned survey plan, is beyond the jurisdiction of Article 25 Tidal Wetlands. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-03288/00002 New Permit �< Effective Date: 10/7/2011 Expiration Date: 10/6/2016 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03288 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions me ed as part of this permit. Permit Administrator:JO WIELA , Deput egional Permit Administrator Address: D C RE QN 1 H DQUARTERS S @ ST YY B O IRCLE RD O B K, 90 - 409 Authorized Signature: �.,, Date6/ / 2 U Distribution List EN-CONSULTANTS INC Habitat-TW DEP,File Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS = Apply to the Following Permits: TIDAL WETLANDS 1. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 2. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Nathan Taft Corwin III last revised on 4/12/11, and stamped "NYSDEC Approved" on 10/7/11. Page 2 of 6 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'ROW Facility DEC ID 1-4738-03288 3. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 10 linear feet landward of the tidal wetland boundary. 4. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 100 linear feet from the tidal wetland boundary. 5. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 6. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or as per the NYSDEC approved plan, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 7. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 55 linear,feet landward of the tidal wetland boundary for immediate on-site recharge. 8. Sanitary Systems above Groundwater- Sanitary system(bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 9. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion-or prior to permit expiration,whichever comes first.-,If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 10. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are,authorized,to supplement these approved methods. 11. No Disturbance to'Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 12. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 13. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03288 14. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 15. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 16. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. GENERAL CONDITIONS -,Apply to ALL Authorized,Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work"suspended_pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions,must be available 'for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 1 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOW Facility DEC ID 1-4738-03288 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions,orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 so NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03288 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility'and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. _ Item B:'Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is resporisible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian-Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit.. I Page 6 of 6 J, ; Town of Southold - Chapter 236 - Stor wester Management o z I 1 SWPPP - Storm Water Pollution Prevention Plan Assessment Form � i GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPUCANT NAME: Owner-Agent-Consultant-Contractor or Other(Circle One) Property OWNER.(IfDlfferentthanApplieant) G rL A' Address: GJ` j 0 i/ y C N-- Address: 2?4 WI Ck I Telephone 9: 73 Fax p: Telaphone� 2 Fax E-Malt: -A� O ' C.MaiI: Property Address: Brief Description of Conttruction Activity,Proposed Structural BMPs,Soil I� 5,C.T.M.It: 1000 " o Stabalization BMPs,Project Scope and/or Sequence of Constnwtion ztivity i Dhhki taction Bbeb LM (Provide Pddit)anal Pages es Needed) ) I i Name of Contractor and/or Contact Person Responsible for Im lementeb'on of SWPPP: �jJ P 7y� Address: lL�C n��Z/� G _C_f= -Cr!E �e/✓ Taleplow Fax# -a- .IL _A E-Mail. Name of Persons Responsible for Installation&Maintenance of Erosion Control Practice_ `-&-Z---- Address: - /Attli Address: _WZ-717 _� -------- -��^-�=- -- - --- Telephone#: _! _ E-Mail: N �� Total Area of All Total Area of Land Clearing Project Parcels. and/or Ground Drsturbance ---------_------------------- (SF/A (SF/A—) ______________ , I Project Duration: O Start End -•-_---_---------- ---_----___--._------_.-- (Anticipated) Date:O/ / Dale- lrlum dComdoreeyst .-_•–_.___. Will this Project Disturbs five(5)or More Acres at "--•.–..----- --•._._..–.__•_._-----_------_� (� ---- ( Any One-rime During the Proposed Development? Yes No --------------_-_-------__------------------- If YES:Please Answer the Following) --------------­--------------- a. „._._-------_.-.---------------_a. Does the Appllcant have a Qualified Inspector On Q Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site = = List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No [�o�f 6p- _C e I c. Does the SWPPP Adequately Identify All Temporary = = -------------------•----------------- i -------------- j and/or Permanent Soil Stabalfzalion Measures? Yes . No I d. Does the SWPPP Adequately Identify a Complete = -•---------------- ` -------�---- --- ------------- , Pfoject Phasing Plan? Yes No Status of Impacted Waterbody:(eq.TMDL,303(d)Listed,Impaired) l e. Does the SWPPP Indicate Additional Site Specific = = I Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Walerbody:(eq.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland.) Of Intent and SWPPP Acceptance Form for Review = = by the Town of Southold 1 Yes No t S1 ATF.OF NF.W YORK, C LINTY OF......S� .. ...........SS That I.... ........... ....4.. .... .......... . t being duly sworn,deposes and says that he/she is die applicant for Permit, (Name of individual signing Do menl� Andthat he/she is the ........................................ ' " ini� orac�tor, " '.................,.........»...............»....... ..._.•. Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to I 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. I I Sworn to before Qme this; t ...._...._.� :.��1.._..._- day°f 6 1 20...�� 1 Notary Public: ._.l.�i.. ......... *........ ...4.�.... .. .. .....•--••-•--••--------••.--•- S afore t I i I SWPPP Assessment FO I i Notary ilbliG,State of New York No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14,2�fJ i 11-y-ITECT MARK SCHWARTZ & ASSOCIATES 18495 \lain Rci:ul•110 Roy 933•Cutcho"uc. \Y 11933 631.734.41851 %%„•%�.mksarchitcrt.cum May 14,2014 JDIFF • Southold Town Building Department MAY If 2014 P.O. Box 1179 - 54375 Main Road BLDG DEPT, - TOWPI OF SOUTHOLD Southold,New York 11971 Re: Additions and Alterations to: Schultz Property 2745 Wickham Avenue Mattituck,New York Permit#37997 To Whom this may concern, David and Patricia Schultz would like a 6 month extension for their current Building Permit#37997. Please call this office if you have questions or require additional information. Sincerely, Mark Schwartz,Architect AIA I jVp4-1 4 T. T.GRRY r I H � I n��n Ittr - . .1()Q5 N•IaIn 'OWN CLERK N rr, ,µ r., P O. n w, 1 17(1 d' Soullrnld Nc\k 1"irr ILEcISfRAR OF`ITN.STATISTICS � � ICS �" � � 1 O` Fna (S Ih T 7f�t.1 Ril MARRIAOC OFFICI:R _ TcicFlrrinc 0I(i) F�ECORDS MNIAGEMENT OFFICEII !x'01 iib FREEDOM OF INFORM/-ZION OFFICER OFFICE OF THE TOWN CJ-ERI( TOWN OF SOUTHOLD i, THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts I ' two (2) new forms to be used under the Flood Damage Prevent regulations ,1 of the Code of the Town of Southold: "Floodplain Development Permit Application" (FDP(93) ] , /and "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93) ] - ! D - TONIN OF SOLMiOIJ • � I �h�. Trry Southold Town Clerk August 25 , 1993 ; I ' I I ' i � I i '1 APPLICATION ' PAGE I of a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1• GENERAL. PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made hercin- 3. If revoked, all work must cease until permit is re-issued- 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory I requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make seasonable inspections required to verify compliance. i 8. I,THE APPLICA-NT, CERTIFY THAT ALL STATE NTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE EST OF OWL.EDGE, TRUE A AND ACCURATE. (APPLICANTS SIGNATURE) DATE / SECTION Z• PROPOSED DEVELOPMENT (To be completed by APPLICA-hM NAME ADDRESS TELEPH NE ADPL BUILDER � i ENGINEER PROJECT LOCATION: To avoid delay io processing the apptiea600, please provide eoou_vh infor-maUon to easily identify the pr ojee( { location Providc the street address, lot number or Icgal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A skctch allachcd to this application sbowing the project location would be helpful 174- StAzicKkAm 14ve /tt I FDP(93) APPLICATION PAGE 2 OF d DESCRIPTION OF WORK (Check all appbcable boxes) A STRUCTURAL DEVELOPMENT ,ACTIVFTY STRUCTURE TYPE 0,11"ew Structure O Residential (1-4 Family) FA/Addidon O Residential (Mort than 4 Family) j WIeratioo ❑ Noo-residcodal (Floodproofmg? O Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) O Demdlition ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?- O Yes) j ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining O Drilling Cil Grading O Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ,s O Drainage Improvements (Including Culvert Work) O Road, Strect or Bridge Construction O Subdivision (Ncw or Expaosioo) ❑ Indrvidual Water or Scwcr System O Other (Please Specify) A.-fmr completing SECTION 2, APPLICANT should submit form to Local Admin-rstrator for rcvicw- SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADhfIMSTRATOR) The proposed dcvclopmcnt is located oo FUZ-M Panel No- Dated I The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERIAII• IS REQUIRED)_ ❑ Is located in a Spccial Flood Hazard Arca. FIRM zone dcsignalion is i Loo-Year flood elevation al the silt Ls` Ft. NGVD (MSL) O Uoavai ablc O Tbc proposed dcvclopmcnt is totaled to a floodway. FB FM P aocl No Datcd O Sc c Sc r add mstruclioos SIGNED DATE I APPLICATION 4 PAGE 3 OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED To he com Ictcd by LOCAL ADMINISTRATOR The applicant must submit the documents checked below before the appbcalion can be processed. O A site plan showing the location of aJl exiling structures, water bodies, adlaceot roads, lot dimcasions and proposed development. O Development plans,drawn to scale, and spccificatioru,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, dctaiLs of floodproofmg of utilities located below the first floor and details of enclosures below the first floor. Also O Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not othcrvrise available). O plans showing the extent of watercourse relocation and/or landform alterations. O Top of new fill elevation Ft. NGVD (MSL). ❑ Floodprooftng protection Icvcl (non-residential Ft:NGVDMSL . For only) (MSL). floodproofcd structures, applicant must attach ecrttficatio% from registered engiaoer or architect. / ❑ Certification from a registered cngiar-cr that the prop(,-,-td acuv,ry in a regulatory floodway will not result in an increase in the height of,tbe 100-year flood. A copy of ail data and calculations supporting this finding must also be submitted. ❑ Othcc SECTIONS PERMIT DETERMINATION (To be completed by LOCAL ADMINIaRA.TOR) I hive determined that the proposed activity. A- O Ls B. 0 Is not in conformance i 1 with provisions of Local Law 9_. The Permit is issued subject to the conditions attached to and made part of this permil. SIGNED DATE If BOX A is chcckcd, lbc Local Admiautrator may issue a Dcvclopmcot Pcrmit upoo paymcot of designated (cc. If BOX B 15 checked, lbc Local Administrator will provide a written summary of dcficicnc,cs Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. ' APPLICATION W PAGE a OF n APPE kLS Appcalcd to Board of AppcalO O Ycs O No Hcartng date Appeals Board Decisioo --- Approved? O Yes O No Conditions SECTION 6• AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a Gccosed land stuvcyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal Hitrh Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodprooFwg protection is FT. NGVD (MSL). i NOTE: Any work performed prior to submittal of Lhc above iuforwatioo is at the risk of the Applicant- SECTION 7• COMPLIANCE ACTION (To be complctcd by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this scaion as appUc_ablc based on inspection of Lhc project to ensure compliance with the communitys local law for flood damage prcvcntion- INSPtCTlONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO i SECTION 8: CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Y Certil-icatc of Compliance issued: DATE B l • 10 I I i I Attachment B i SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area ^ TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) f PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING O VACANT LAND - THE LOCAL ADMINISTRATOR IS TO COMPLETE A.. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #-y 19_. SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C /C(93) 0 N +o' SURVEY F PROPERTY SITUATE MATTITUC]K TOWN OF SOUTHOLD s SUFFOLK COUNTY, NEW YORK �-% S.C. TAX No. 1000- 139 -02-03 X000 SCALE 1 "= 10' MAY 16, 2007 JANUARY 20, 2010 UPDATE SURVEY MARCH 9, 2011 ADDED PROPOSED ADDITIONS APRIL 12, 2011 REVISED MAP OCTOBER 24, 2011 ADDED DISTANCE TO PROPERTY TO THE SOUTH A �T DECEMBER 6, 2011 REVISE PROPOSED SEPTIC SYSTEM TOTAL AREA = 7,280 sq. ft. C �ly (TO TIE LINE) 0.167 CIC. N UPLAND AREA = 7,141 sq. ft. , WETLANDS AREA = 139 sq. ft. 1-9Q O \ N4T/'ryhp �� SCF /T/yF ti;� '. \ v \/ l/p \� / / r 6.3 I v EXISTING L 0 T CO VERA GE OVER y ° c w " UPLAND AREA (7, 141 sq. f t. 3.2 u U v ?S. ::':':(' .....:(':'::':':'........::(i':((':':':.'.. y'L/y a z \fro s`�° ti° : . :: `D w 0 o` �� rFAs / zo I.I DESCRIPTION ARE / LOT COVERAGE e o OS o J \ I EXIST. HOUSE h 1 079 s f q \ 15.1/ ...: .:.... Co �� EXIST. WOOD DECK 228 sq. ft. 3.2% / o ......... ...... ......... .. .... .. . .... ..... ........ . ... o < EXIST. GARAGE 373 sq. ft. 5.2% F o q F+.s�...: s TOTAL EXIST. 1 ,680 s ft. 23.5/ q ......... .................................. ... .. .. ...... . .... ............. .............................. .. .... .............. o ,9 1 ,,. PROPOSED LOT COVERAGE OVER �- UPLAND AREA 7 � ,., � '. ...• off' ;?'; »': : `�o` '::::::.. :.::::: : :::. :: :: :::..:':.s ,:'::'::': :':': ' ':::':.'':: . °y� \ ..,_.�._._-...�.- •--"__.._.,.. __..__.. - ( , 141 sq f t. O c ATti d� :i: P d/.. .. .. :...:..:.. ::.... \ Water Lin. s Rll '- Ire apg.�:+aero By The -1,'...rT o :. . � . .. ........... . �- ,............................ \ r �.�� ) -- He -, �+ ( Lc� DESCRIPTION AREA % LOT COVERAGE Vcl, \ 00. C1.aj'.!O S�">:::_:: r?}:?:?:i?i::::' ':::i:.T Oy:r".' T ` fk lii 1..1Junt D��.:pp1'- C- G iealth Services. ��1� ? F:::::': :':':': 'o� ,n -a ?Advance, PROP. HOUSE U S E 1 2 6 7 s f t. 17.8 `? ..�° .s !Lr \F �!1 II5? 5700, .6 t-Ec�•.�r. (s q 1l(; Pte.... �°�° To Schede..' Inspection(s). r ::':':':': ' ': ::;::'.:. J E..! PROP. PORCH 60 s q. f t. 0.8 8. NOTES. e _ t ;.:;>:.::. ` X ► �7 EXIST. GARAGE 373 sq. ft. 5.2% �ry F ..... \ o i a �4►1�.rw� IO min. ES f �?fl/f q o \R 1 C :.:.:..........:. 1 . ELEVATIONS ARE REFERENCED TO 1988 N.A.V.D. DATUM ,� To sr ,Fps •. . .....:....':............::.......:..'.. ::: TOTAL PROPOSED 1 700 s ft. 23.8% .., q 6F o Tj , ":.'::'::................................. . ..... EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 :...::.. ' ': RFo eF�o� os � ° /.:.;.. FFA ti. l 2. FLOOD ZONE INFORMATION TAKEN FROM: V. \ -00", 5.5X o s op FLOOD INSURANCE IRATE MAP No. 3610300481 H l .'..'''' T£S. .OLE'.''.':''.. �... ....... ',' I r : ' ZONE AE: BASE FLOOD ELEVATIONS DETERMINED \... . ...s s ........................... ZONE X: AREAS DE-TERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. �FRtiFyo ° 10.2 R1 jc \ S pc Re F o" v 3. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN ANDye�q` 7.s e��� X F 1� rFAs s roti \� a EXISTING LOT COVERAGE OVER REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. 0.8 �s \ 1x.81 ti c o ADJACENT AREA _ �� 4. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1 ,000 GALLONS. �: I / Ftir��� G�aP� 74 `S� I J� o 0 (AREA BETWEEN LANDWARD WETLANDS LANE 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP "oF 'o\ / X 1� I X 1 6 I I '/ o ° ArVD 10' CON2'OUR LINE - 5, 115 s t. 5. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. AD' `�� ° zDESCRIPTION AREA % LOT COVERAGE 5 POOLS; 2' DEEP, 8' dia. / ry�j�`` Xaa ` °� �\ I `V I c 9?� ,y �� ro�sr \ 10.8 .57 30�, X 15.2 /y c� o ', v J� EXIST. HOUSE 1 ,079 sq. ft. 21 .1 % ', 1 O ti r 9�0�,�, - rS�FtioR ossA �y� c �oti0 i7 ° �� cl�A EXIST. WOOD DECK 228 sq. ft. 4.5% PROPOSED FUTURE 50/ EXPANSION POOL LSFs oy� ° F o`F000 I \� X 't1 !0, o a' TOTAL EXIST. 1 ,307 s ft. 25.6% OB <iy rLO, 7 Fy / 8. I /^ F !0, TOTAL\, , q• o �' STo� $ �o °��� < '°3 c�'Qg0 7 g � 1� �� a p �� PROPOSED LOT COVERAGE OVER 7\ ADJACENT AREA AREA BETWEEN LANDWARD WETLANDS LANE PROPOSED 8' DIA. X DEEP LEACHING POOL U ` a o �F ,� P� N ° O y0 S / o' °° I o=` o �. N j \ G� AND 10 CONTOUR LINE - 5, 115 sq. ft.) 05 s.2 / �R I °°tict 8 ���`� l �sAyq( v o °. DESCRIPTION AREA % LOT COVERAGE _ r PROPOSED 1 ,000 GALLON SEPTIC TANK yO 4 ��l PROP. HOUSE 1 ,267 sq. ft. 24.8% PROP. PORCH 60 sq. ft. 1 .2% 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Exrar 141 xat, on. 1nsp.L.,n,4,,Jo.n1 r.".;::,•c!"U117/1 f / / 12'7 o ° \ TOTAL PROPOSED 1 327 sq ft. 2OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. O CONC. BLOC 6 HATH IN DIRT pp .0% •<\� o� o p v C ^ v v a v DRAINAGE SYSTEM CALCULATIONS: ROCK 16.0/ O ROOF AREA: 1 ,327 sq. ft. / s NrER / ^ / v '..\oma r ,T . D�:. 1 ,327 s ft. X 0.17 = 226 cu. ft. / 14.r O l ° ° o ° �Py�o au*� �!e.C� �� 226 cu. ft. / 42.2 •- 6 vertical ft. of 8 dia. leaching pool required I oN PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS M� NN / ^� X a � PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ::::::';:::: } • Imo / 00-1 O�''v� /X 16.5 / �O 1z o D�'. all '\ / / � / �� � '° � I'C".:. I`.!:_._�:�r,j,., Jt' _,,,��„,.._..._..«�.i.:;;o....✓::ri we.,iJ TEST HOLE DATA �, n ,.,,:1' i� „ . 7c 7k?FROVA n¢c- o , C,� '1?�� i+t id's::`. iC s :.+�, _'` ' j E (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 30, 2007) EL. 5.9' 0' 17.6 / v O Cb PROPOSED SEPTIC SYSTEM DETAIL 0FrY ° X_ o/IABI _ e Af. ./ t I AR R .-- "'""•`�UNAUTHORIZED ALTERATION OR ADDITION HOUSE (NOT TO SCALE) d: a LI AG���\�G�P�E ryY���_�� n � i. „N�?:r` ` t ATO THIS SURVEY IS A VIOLATION OF ELEV. 10.1' -SECTION 09 OF THE NEW YORK STATE FINISH GRADE MIXED FINES, LOAM AND SAND "' "' C1,,-i••,•"' EDUCATION LAW. FINISHED GRADE P " ELEV. 10.0' - 14.0' ELEV. 10.0. a o SSS �` .,r - T::, o '``"•' _ ,.,,,`, "',`�•`�''� 'YOPIES OF THIS SURVEY MAP NOT BEARING 1' MIN. TOP EL. 6.7' c� ""�y�• HE LAND SURVEYOR'S INKED SEAL OR v� MBOSSED SEAL SHALL NOT BE CONSIDERED TOP EL. 8.3' 1' MIN. 4' FOP, �y rl:wc W --r� W TO BE A VALID TRUE COPY. L RUN MIN. 4" DIA. ��6 CERTIFICATIONS PALE BROWN FINE SAND SP ONLYTO THHEINDICATED PERSONFOR WHOM THE LSURVEY SEPTIC LEACHING T 3' CLEAN EL. 1.2' I IS PREPARED, AND ON HIS BEHALF TO THE rM PROVED PIPE TANK APPROVED PIPE LEACHING Iv SAND 4'7 TITLE COMPANY, GOVERNMENTAL AGENCY AND INV. EL. POOL 0o CP LENDING INSTITUTION LISTED HEREON, AND PITCH 1/4"/1' min. PITCH 1/8"/1' POOL to COLLAR TO THE ASSIGNEES OF THE LENDING INSTI- 7.8 INV. EL. 7.3' INV. EL. 6.9' TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. INV. EL. 7.1' D, J 8' JI o 8 - �-►�� 0 8 -� ►1. zTHE OF w IrF'� AND/ORSTENCE EASEMENTSR OFTREOCORD,Y F ANY, NOT SHOWN ARE NOT GUARANTEED. DISTRIBUTION POOL OF BOT. EL. 5.2' GROUND WATER �t/O IK�i pAr1� BOT. EL. 3.7 5 POOL SYSTEM ELEV. 2.2' WATER IN PALE BROWN FINE SAND SP CA lviF� CID PREPARED SEPTIC TANK 1 oOIA81L1 BYNCE WITH THE MINIMUM THERDSIFOR TNDAPROVE AS D ADOPTED Nathan Taft Corwin iii BY THE L.I.A.L.S. AND APPROVED AND ADOPTED LEACHING POOLS 5 J FOR SUCH USE BY THE NEW,A'ORR•'-1ATE-,LAND 1. MINIMUM SEPTIC TANK CAPACITIES FORA 1 TO 3 BEDROOM HOUSE IS 1,000 GALLONS. �-� TITLE ASSOCIATION. (,B` r- Land Surveyor 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 11' 1. MINIMUM LEACHING SYSTEM FORA 1 TO 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. Yy r7' �'� 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 5 POOLS; 2' DEEP, 8' dia. �0 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". 2, LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) w ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. tJ _ Successor To: Stanley J. Isaksen, Jr. L.S. 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. •' - J, Y 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). ''` 11. - Joseph A. Ingegno L.S. 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. s ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. \ �, ;.,., Title Surveys - Subdivisions - Site Plans - Construction Layout 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. ° PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Y.S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 27-142D 0 0 ti m�m SURVEY OF PROPERTY 0 SITUATE MATTITUC]K 0 z�. 3 O TOWN OF SOUTHOLD 2J SUFFOLK COUNTY, NEW YORK �s S.C. TAX No. 1000- 139 -02-03 SCALE 1 "= 10' MAY 16, 2007 p�v JANUARY 20, 2010 UPDATE SURVEY �h• 34 MARCH 9, 20112ADD0E1D PROPOSDED MA AP ADDITIONS APRIL OCTOBER 24, 2011 ADDED DISTANCE TO PROPERTY TO THE SOUTH DECEMBER 6, 2011 REVISE PROPOSED SEPTIC SYSTEM F APRIL 30, 2012 ADD NOTE FOR HOUSE TO BE RAISED 16" \A- �� °°F MAY 10, 2012 REVISE NOTES SEPTEMBER 18, 2012 CORRECTED SEPTIC SYSTEM DETAIL NOTES N TOTAL AREA = 7,280 sq. ft. (TO TIE LINE) 0.167 ac. '\ c R � eQP / e • °SFo 4� . tii�'vo � � UPLAND AREA - 7,141 sq. ft. o 41 _lplpRF ���� �S �� �a WETLANDS AREA = 139 sq. ft. 140 1�1° , / T °pd`\�`� 41-Y \/ \ \� " U / ���6 d� /\V ������ / I x ��d� ��' EXISTING LOT COVERAGE OVER 4 c 0 o v U' W �' cy � ,,, d yj UPLAND AREA (7, 141 sq. ft.) ~ �U ° `i:..... oy: ::o. ::: s O:0U :. o N DESCRIPTION AREA / LOT COVERAGE ; ::::;`; o/ Gs o ............:.:.:.:.:::.:::...::. �Uj y', c,� EXIST. HOUSE 1 ,079 sq. ft. 15.1 NI 2, F O J 7 d ....... QO s.7 F':.. p o /y :'.:::;:::;:; .':: ::::::::t:... °° �� EXIST. WOOD DECK 228 s ft. 3.2% 49 ° 49 ::;; �� <' EXIST. GARAGE 373 s ft. 5.2% .....:. .. r: . :f::.c..oo/ 6r, �• d.i:i.:ii?:?:r:r:. s.i.�:::: 9 �o L: ::: : ., . A / h'9 :O TOTAL EXIST. 1 ,680 sq. ft. 23.5/.. .... O i ; 1 . ..o � OT /O ...... . ... : o PROPOSED LOT COVERAGE OVER Jam. . .O ` O 'PS ~7 .::..,. ..:::.. :::.:. .:..:.:. \ X �. St p ;.:.�:.:.. .. UPLAND AREA (7, 141 sq. ft. ......... S .��. .r°9d'P " ..: `2 :?`:?i:1:i:?:..:?:;:;:;:. ';;;:;:';?;:. .......::::.;:_:;::::::ir::: �FY --= ...,... w.vuw -tea.-.. ...:.�, .,..«•,.• Gy / +, T o 1 ,;� • DESCRIPTION AREA % LOT COVERAGE / 4.. .. 806111 ,Ot my r1'. 1t. C) I I Iii t ti PROP. HOUSE 1 ,267 sq. ft. 17.8/ '..i0 'ST.'`::::r:::.."�:�:v:i'�:�:�i:�i 5:?4`::::':'��.�:�i:e:�:: 'ir.::::::::i::�i?i?i?:�FiiFii'`��:r(�r� ,wq�B� A r j"' ..�'_•. oo.c y o...: » .> ...... �°�°J Ctiif 6627 x700, ��5 Hours In Advance a.s r PROP. PORCH 60 sq. ft. 0.8/ ................................ ..... ........ ....... To �cho�U,e I n.F octlon NOTES. �'e : ,�.::. , ............... ... . .. EXIST. GARAGE ::;:::;:>:::::::>::::::::::..::::::::::::.::: . 373 s ft. 5.2/ f. J w 75.0 S D� a F .................. 1 . ELEVATIONS ARE REFERENCED TO 1988 N.A.V.D. DATUMro Sr G `N a. r+,Sr �.::.: .:.:.::: .......::...:........... TOTAL PROPOSED 1 ,700 s . ft. 3r8,/ -- ��-.... F /r �0 Curl�r�fw� I(.' t►�i o NL q EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 h' �'.'.'.'.'.'.'..' .'':•:':....'''.:'.•:...'.'.'. :'1, <qrPp rim \ A c �v. l L _2. FLOOD ZONE INFORMATION TAKEN FROM. / \.. :.FLOOD INSURANCE RATE MAP No. 36103CO481H TEST ZONE AE: BASE FLOOD ELEVATIONS DETERMINED .. . . :.... :`:::..... ...... LO Cf SIC � vo° o ' k ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. \ / l s �yeq O, FRS Q ° r o 3. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND . �� �'� x1Q'2 cF \ SlFp� "?es ��o R Q° E �....:::.. .. .... o REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. 9� 7.6 ... s ti � a EXISTING LOT COVERAGE ,o.e 16.81 J^v� ADJACENT AREA 4. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1 ,000 GALLONS. / Aooti ��Pa •� o (AREA BETWEEN LANDWARD WETLANDS LANE 1 TANK; 8' LONG 4'-3" WIDE, 6'-7" DEEP ��` Cyrc / ` ,x o ° / ?o, �ti Xi �\ 159 o - AND 10' CONTOUR LINE = 5, 115 sq. ft.) 5. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. ��' MiN \ N A7 DESCRIPTION AREA % LOT COVERAGE 5 POOLS; 2' DEEP, 8' dia. / �`���` x7.4 roS7o Ses, x ,s.2 y, c�� EXIST. HOUSE 1 ,079 sq. ft. 21 .1 ° 10.8 �,�, Sootio�FyosSA �}' c �,do 17• EXIST. WOOD DECK 228 sq. ft. 4.5% PROPOSED FUTURE 50% EXPANSION POOL os�S o 9� ' ° F o`�oo0 1 '�•Q I o�F� t ^ yMti TOTAL EXIST. 71 ,307 s ft. 25.6% VC c � P I 0 �41 o. °�a/ I S°� ��'qc 7 9 �� v� o PROPOSED LOT COVERAGE OVER �,Q y / '. �.� �-� ADJACENT AREA � (� (AREA BETWEEN LANDWARD WETLANDS LANE PROPOSED 8' DIA. X 2' DEEP LEACHING POOL /0 � AND CONTOUR LINE 5, 115 sq• f t•)'y ' Q s 05 U� s2 �\� / / I `Oti / 'S DESCRIPTION AREA % LOT COVERAGE �-- --- '0 iG ^� �� PROP. HOUSE 1 ,267 sq. ft. 24.8% PROPOSED 1 ,000 GALLON SEPTIC TANK '� 6 L F o\. . �i� -� ,FSE 2 (� "•! n T`•,9 .t,f i / ��'• O tory o ° v ° 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Zr , d PROP. PORCH 60 s ft. 1 .2/ b,y .w r".,{.,''F H p'•�9. :1��;i�„� �7 O C �• q• O El OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. `7 g0 , 60w`�I°"Yt '`' 'i'�" "5 `.s•.,. i D o v o Ubu „ €'gyp 1 ,• ••., xR�;&� T'.i � / i �I CONC. BLOC o ^ _ TOTAL PROPOSED 1 ,327 sq. ft. 26.0/ ' :x,! .W • ! p PATH IN DIRT ° Q `�� �v o `� '• a6:✓ 8 '�� 5 .f 4i ,C.9�Evil C JI ///// � / ROCK 16.0 " o DRAINAGE SYSTEM CALCULATIONS: PLANTER , ° ,° •� HOUSE ROOF AREA: 11 ,327 sq. ft. / 7S, MN . / °o ° °" F�y �� SUFFOLK CoIJPiTY iD[PARTn?FNI i OF I-aCA ' 0 LE H SERVICES 1 ,327 sq. ft. X 0.17 = 226 cu. ft. IN / ��' ov PERMIT Fop �'ESP i Ct4'�'.►_O{:, rt3; GTf?U'T"ON i OFt A 226 cu. ft. / 42.2 = 6 vertical ft. of 8 ° dia. leaching pool required cy / F ,.� .sE:1GL f^ F°==,,.1ELY{"', !Y �t'+; pec;: ii^� PROVIDE (3) 8 dia. X 2 high STORM DRAIN POOLS / �, J N / °. GARAGE ROOF AREA: 373 sq. ft. / �3 0, A/ti0 x 16.5 moo. 2e ° City ,�� I"7. .). 373 sq. ft. X 0.17 = 64 cu. ft. •Q ��°G / 3 / ��� ^6 ©AiE� �� 6 t a , 64 cu. ft. / 42.2 = 2 vertical ft. of 8' dia. leaching pool required / .. � , PROVIDE (1 ) 8 dia. X 2 high STORM DRAIN POOL �::::::�:.'.� h / z .... / o° -••--•�''�_.__.____. . APPROVCD For, I'n1AXII!:31311 0{ F?:0{ bo['ria PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: '. ::. :..:.,.'....',...;.','.:.1 TEST HOLE DATA / �� �, r -?'_"- ' ' �ry / o EXPIRES THRE. Y�-AP � , ° s RJ,,1 t�3�iiF;C - Ai' PROVAIL (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 30, 2007) EL. 5.9' 01 '20' \ 17.6 / v f CIDPROPOSED SEPTIC SYSTEM DETAIL ° Ar � olF ABI g UNAUTHORIZED ALTERATION OR ADDITION HOUSE (NOT TO SCALE) A \� P _ Gp' G '(ER TO THIS SURVEY IS A VIOLATION OF _ SECTION 7209 OF THE NEW YORK STATE FINISHED GRADE FINISH GRADE ° �. MIXED FINES, LOAM AND SAND ALI OIiJnndi011 ii? Mi'_ t•" "I, e .�• ^" R � �� ELEV. 10.5' a F��\G EDUCATION LAW. ELEV. 10.0' ELEV. 10.0' - 14.D' ° SFSPyTj;^;i1';° ''" 4 4✓ J MU- ELEV. be 1� COPIES OF THIS SURVEY MAP NOT BEARING f a•^nl 7•-•:;.,. .•,.,.,;,,.,r• THE LAND SURVEYOR'S INKED SEAL OR 1�1iti"{''"' "': `�`'�' •:••�.S` n;t EMBOSSED SEAL SHALL NOT BE CONSIDERED TOP EL. 8.3 1MIN. TOP EL. 7.7' 1' MIN. 4' CERTIFICATIONS INDICATED HEREON SHALL RUN MIN. 4" DIA. ��6„ PALE BROWN FINE SAND SP ONLY TO THE PERSON FOR WHOM THE SURVEY SEPTIC LEACHING T 3' CLEAN IS PREPARED, AND ON HIS BEHALF TO THE APPROVED PIPE TANK APPROVED PIPE LEACHING SAND EL. 1.2' 4 7, TITLE COMPANY, GOVERNMENTAL AGENCY AND INV. EL. POOL 00 N CA, LENDING INSTITUTION LISTED HEREON, AND rein. PITCH 1/4"/1' min. PITCH 1/8"/1' POOL I COLLAR 7.8 INV. EL. 6.9' o INV. EL. 7.3' INV. EL. TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 7.1' D, 8'� ° g'-L-�° ° �. Z CA THE EXISTENCE OF RIGHT OF WAYS O/F L1 I`I EASEMENTS ANYY, NOTSHOWN RECORD, ARE NOT GUARANTEED. LDISTRIBUTION POOL OF BOT. EL. 5.2' GROUND WATER pAi`1 BOT. EL. 3.7' CA gF� C0� UM SEPTIC TANK 1 0�1ABILI STANDARDS PREPARED I FOR TITLE SURVEYS ANCE WITH S ESTABLISHED \ J� BY THE L.I.A.L.S. AND APPROVED AND ADOPTED Nathan Taft Corwin LEACHING POOLS (5 J FOR SUCH USE BY THE NEW YORK STATE LAND Q`, III 1. MINIMUM SEPTIC TANK CAPACITIES FORA 1 TO 3 BEDROOM HOUSE IS 1,000 GALLONS. TITLE ASSOCIATION. Land Surveyor y Or 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP' 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. 7 7 (tion NF SV Y +++ 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 5 POOLS; 2' DEEP, 8' dia. �P .rp F T 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) 1-3 ' ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. .t T 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. _ !� N Successor To: Stanley J. Isaksen, Jr. L.S. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). �- a •� Joseph A. Ingegno L.S. 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTICNS (WITH A MAX. TOLERANCE OF t1/4") 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. a, ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. Title Surveys - Subdivisions - Site Plans - Construction Layout 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. _A s� PHONE (631)727-2090 Fax (631)727-1727 'af OFFICES LOCATED AT MAILING ADDRESS Y.S. Lic. No. 50467 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 27-142D REVISIONS 0 : :_== — ! I 01 0 4- 1 1 �`�------ ---- v- '--'- "_:.:,.__:_�_:::_..�.:c.r _::__•..:.c•._._:.:_.�,.: �.:_._�::��____�. _- _--::.`�:.. -.-..-c.� �_,._---�,...,.-:_r:, -. ._..: -.:��.::�:-::�'. �. ;'.�-.'=:'rr��:._�_i:r�.- Ate- ,,..•_-�---' �:-�:r�_,:r:c_:_�:_ �-- , � 1 - I1 ; -� 1 i -t- - oo v ; '— I- 1 I i i I i 1 i v� ti O ora y T I I I ; I + i ' , 1 .11_- t ' ! "Se Z3y cv ' I I I I II �JI I Lj I I - - - - , L l 1 4 I i I ( I � - I h I I I I I I I �_ __ ! _ . L �- r I I I i T- -T- T- i I t 11 !- �_ i I i� � I- ,. 1 , 7- oil W O ' �1Innni 11 —- -— O PROPOSED SOUTH ELEVATIONZCOIVIPL'�( V1�ITH ALL CODES OF SCALE: 1/4" = 1' NEW YORK STATE & TOWN CODES APPROVED AS KIOTED � w AS REQUIRED AND CONDITIONS OF DATE: ,5bl/13 ROOD ' '4e( X588 SOUTHOLD TOWN ZBA FEE: 6 BY: '� Q VAIITH CHf4,PTr;P V ' NOTIFY BUILDING DEPARTMENT AT 1 II u ,RD 765-1802 8 AM TO 4 PM FOR THE SOUTHOLD TOWN TRUSTEES FOLLOWING INSPECTIONS: N.Y.S.DEC 1. FOUNDATION - TWO REQUIRED -:;e• FOR POURED CONCRETE M°s.. A173F 0 3oZ$$ 2. ROUGH FRAPJiINa & PLUMBING 3. INSULATION BE COMPLETE FOR C.O. m------- ts�------ -------- - ----._—�u—_,�.,�— —_�_ -- �_�.— _, ALL CONSTRUCTION SHALL MEET THE - - - REQUIREMENTS OF THE CODES OF NEW ,��. > - - �- - ------=_---- --- --� - --- -- ----�-- _ -----------��-- YORK STATE. NOT RESPONSIBLE FOR Q Z a DESIGN OR CONSTRUCTION ERRORS. Y = U s__L � I�, - I -I—( T f� 1 _ � _, ;: � OCCUPANCY R -N 1 USE IS UNLAWFUL L �--�T- V i � I WITHOUT CERTIFIC�,TE v N ,. OF OCCUPAN , I ( I LTII�T--7111 1Y I � I I 1 ^.�<< �' .:...,i:��;��'i�"v �`✓`.� L^F' _L.-^, . .� Ijl } 1" F It W, DRAWN: MH/MS PLUMBER CERTIFICATION ,�� :i SCALE: v4•=I—o ON LFr�!D ^ ! *` ; :` ti JOB#: EXISTING SOUTH ELEVATION co,�rENTe�FORE PLUMBING '�� CERTIFICATE OF OCCUPANCY ALL PLUMBING WASTE February 04,2013 SCALE: 1/4" — V SOLDER USED IN NATER &WATER LINES NEED ;' =a ,,:.1 h ;.` SHEET NUMBER: . TESTING BEFORE COVERING SUPPLY SYSTEM''CANNOT EXCEED 2/10 OF 1%LEAD. A- I PAINTER TO PRIME AND PAIALL MSR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT Of ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTIACTOR SHALL VEUFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CCNTRACTOR SHALL SE RESPONSIBLE FOR AL1 BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORM DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIAL,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMEENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE G of O PRIOR TO RECEIVING FINAL PA'YM'ENT FROM OWNERS. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE, �4 �• ,���� REVISIONS TIr r __- i ---------- -- --,I- o 17 F�4I t I T I y 1 I `� O oo co it u t I \ oo PLO C) rA .tet_ _i l ;; r•. _ _ �--, �`� % `��: �`;",%=, : • .•_ ! -ter » PROPOSED EAST ELEVATION- SCALE: 1/4" = 1' Q - - - - - - - - - - - - - - - - - - :� , °' Q �- i 11 i 11 1__ !� _ i z OD � � - OqL) it-TIL Qi ��. ,�_ � T I 1 I I I I i _"�,' t.C) SS 17 If �3"r "_ Tom_ T I _� Y--- I�•-- i 1 i T"L A I yr r -i 608. 1 �o IF --.gyp hR 5f?t�M � ps EXISTING EAST ELEVATI01\4 � � �,• �, DRAWN: MH/M3 SCALE: 1/�" = 1' SCALE: 1/4"=1'-0" r, J013#t: 1'" •gym }As"'`�< F February 04,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONIRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING,WITH OWNERS FOR APPROVAL Cr ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURERS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCENFNT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _jam �©:�Q® _ -------- ----._e�.- - --- -- ® —---- ----- . _ - — - - - _ - ♦ ♦ _- -- .__. _._ i ♦ _ - Ji--.......... _- - _.- ��—� 00T 7 - - if i -I�T FIT ,.. oil — L, ' ' moi., ._�.I_, y _J - - 1 i fir- 47L El _ I ! i i W _ J _' ..�_... ' _ J_ _L �� 0 V� Ti (� _li_.i-- -' -=- J!— µ , I 1 i 1 I ( i i i I -4 L-1 � J - i - - - L - 1 -- ry - °o Q T- ' !- I fl IL i� W-1 -_; � l i i I i I ! i j-�--4-I--=-� i I � i i ! - - - '_ -- •-�- i i �i i i I^ 1 I ! 1 I I ' - -1- -Ir_- _il I)-, I ! -- _ _ O E-r �.. C� =_ — }�F/ - �C — -i"' = Q pia i.•. ! r. 36X24 POLY - ��- ;a .a - - ;`.->< .ACCESSDC70R. - a�,w,.•°ri - - - = -_ z x PROPOSED NORTH ELEVATION TAz SCALE: 1/4" = i� ° X, H w Ld Q ' i _ . — ♦ (� -T--'IT (� — '_ 14 L� ! 1 ; 7.P T_ __ .L._l_ L �_ I ! I_-1_� _i i _ - ``- J Tl L _J�l J~I� C1t -!_—i I � 1�T! N -1 J.; r LJ T i- 1 ! i t I I I s __�`�' ! ! I I ! 1 I I � I I I I :�� .;.m, - i I I ,�'•�'�'w•';�F �.� 'fid' ''i•. j .ln� I + I i i 1� ' , 1 i 1 i —�.� �..�-" r °��m,,.>.t` i Ji�r4 7• �� t �``,., DRAWN: MH/MS EXISTING NORTH ELEVATION SCALE: 1/4"=1'-0„ Yafu JOB#: SCALE: 1/4 = 1 February04,2013 t.• t SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL NOR EDGES TO MAINTAINCONTMCTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTtACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO CCOROINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL DE RESPONSIDLE POR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURERS lYJ,4RR.4^ffY AND SHALL BE INSPECTED TO VERIFY ALL UIC) K DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING ANG SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OU HERS. REVISIONS 1O'-O" 0 - 7_ r - - - - - - - - - - - c� d I CS j - -- -.Sr- _73-17, ='— - - „ CD �1 m Y41, 'ni 00 r I iCIO ) T I I i Nili Q ? L O Z PROPOSE® WEST ELEVATION con SCALE: 1/4 = 1 H w Q Z OFl i� - N U ~ if l aI I 4TY ~ -- - N ii rt ,_� 7.777 "-, •. ,'," :rt DRAWN: MH/M5 EXISTING WEST ELEVATION '� G ':ar'°` ,� } SCALE: 1 = 1' � SCALE: I.4"=1'-0 4" „ / r rn Y„ February 04,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK COIITRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORM ROUGH E1cCTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS FLOOD VENT BLOCK OR POURED 54'-10" INSTALLATION IINSTRUCTIONS a`"t,N L-Ab 18'-5" 9°-0" 9'-0" 18'-5" li1GFIfN IRiEFIIR10 3 A_TCNRA,C$lf a ,::N• -HeFS L- ,\TCN`vTJ;, S R_MUVEG E"It IID'x.L_ k.I 3EM N�",LL C6N1 �.. 3'E^ r•\rl" (:4'JC ]+r7 15_t/` �-Y <>Ew tHRM FX.1D lamp SERVICE TO 3 i(R s_] OFEV yfll"4 VIY<I'S rl rr u,r I————I i BP PFMQV!_D AND NMI 5m\FS GC 3EIIIVC'Y\LL I` 1 1 .11,111 F-NLl»rr.,-r MRr REMOVE 1 , SCRVICC T.7 GE RE-LOCATED 4r eTs ro RVLIL IN UTUTY ROOM oesmL,nons 1540-510 SMART VEN 1540-510 SMART VENT EX.CHIMNEY EXTERIOR VIEW FINAL Gn ADL ©� SIDE SECTIO!! \SEW 36X24 POLY SINGLE CRAWL SPACE ACCF5S DOOR BY CURB APPEAL PRODUCTS t:a',`hy, -;h.c,.,lry r.,a<., mp k:,..',•,-.I•yh) (919)846-8088 _ .I,the ta.kJr ul.I ae r- a Uh 12'stew nrh^-1 a Ni<. r www.eurbappealproduets.eom 1� R sj ,.Inrer Vlw n - RLs-ti rps Dr!ma 1.,,lip a<la of rolr n xo,n-,I,xr r Rfie,pN I-J.t hI, —1 3-1-- .bd r4elr, 1 eei,a beir,"ell u aPeririg, huh Ir;n"ki< n nnc p •o,t en3e it li3hl�, of - y 1�!1•, c,mry p -nl+s n natell tro h^+t st+,vn thr^o"h tw,„it,-1 arta nt elmsa, Rte,Ir,rp r�wlt ` uJ W ].[hr<'limlr vn<.<e,i akLv ere icor a <<Ceo.mailer e;d.vole Ir , EXISTING CRAWL SPACE Msi_II lr - ,y yresp„J,Iten a J< 'w r :lc 1 irant Irit-arcllar s^uVrcal fcc ra up. SW.i. i, h b t.,-e plr.•»-a,b sit.s1-n1e .e'Uea I n,rr 1d,:9,:,•atle inr EXISTING STAIR - - ---, S ILL tha r }`- N Lc- mtrn at the c.or yo so-ivi 1;<Jc`<r rDL4Ttio»r,nlo •wm<f1­thef tlrar N<:YI ml tefh zraaa. I-' �7 AREA:326.3 SQ.FT. min.(2)FLOOD VENTS z z TO BE RFh90VED. a N > O --J CLOSE OFF OPENIN' .y I- W GC AND MASON TO REVIEW EXISTING CONDITIONSIle - OF FOUNDATION-REPAIR AND REPLACE ANY DEFECTIVE _ ` REMOVE EX.OPENING to U �� H 1 1 I u Vi�ALL CONSTRUCTION.CONFIRM EXISTING FOOTINGS. - -- i INSTALL NEW FLOOD VEN R CONTACT ARCHITECT IMMEDIATLY FOR ANY DESCCRIPENCIES - FILL IN AND CLOSE OFF p - q fX4X•1 PnST T(�--' Lo BE REMOVED _ 0 O o 0I ---------EX.4- ---- BE REPLACED __________ 1 I m - N EXISTING CRAWL SPACE AREA:362.6 SQ.FT. EXISTING BASEMENT r min.(2)FLOOD VENTS AREA:341^0 SQ.IT. - z 36X24 ACCESS OPNG. - Lu min.(2)FLOOD VENTS _____---_-_ _, �. >- FILL IN.REMOVE MECHANICALS,UTILITIES,ELECTRICAL,etc.TO Y1 - I a BE ABOVE NEW SLAB HEIGHT AND 1ST.FLOOR UTILITY ROOM. u I 1 1 I TO OF NEW SLAB TO BE NO MORE THAN 1'-0”BELOW FINAL GRADE B o 'C I KI = �vI r Ln cr @16'QC Lo NEW CRAWL SPACE LL FIN. FLOOR AREA:183.4 SQ-FT. cl ccZ min.{t)FLOOD VENTS = ELEVw: 10.5' m CLOSE OFF CD [-1 rs bP, #5 REBAR #5 REBARREMOVE EX.OPENING EX.OPNG. titer. i EX. FJ � @12"OC& @12-OC& INSTALL NEW FLOOD VENT - __AT FTG. AT FTG. FILL IN AND CLOSE OFF ---- - W Z ---- -------------------_----- /777r :: T7777777 n - `` '' 1540-510 SMART VENT — 1 , , , „ 2 2X6 ACQ PLATE =00 --------- ------------------ ------------------- - . _ - 1 /, ,10 1 1540 510 SMAjihEEG E EXIMtNG DECKi .0 _ Z 4 —6' O TERMITE SHIELD — I STPUCTUPE,AND PIEi25 ; / l6'2"{MATCH OPP.SIDE) �? SILLSEAL sMA ----------- ----------------1--- --- �' ,1-_^ t, r`-1�_.�, n-,1 2"INSULATION&STUCCO'''" t--------+ 3 1 12'd;..CONC.PIER I - % ' TBD' A - L________.! , #5 VERTICLE - 24"x24'X12"CONC.FTG. 1 O EXISTING BILCO FOUNDATION I 3'-0"BELOW GRADE 1 T B n "MOVED,CLC)5E OFF" --------- BUILD UP HEIGHT I �f, .1-_-- ,_____I,- 1 3-6 REBAR (TVP.) d I I '� ' C° FOUNDATION PLAI '1NG;T�'r1CAL) 1 Z(2 COURSES BLOCK) 11 11 {2�2X10ACQGIRDFR _ I I� I-------- � � EX. GRADE _ — — — — — — — — 1 = _____--------- IL 1 1 JI ----- •---- SCALE: 1/4" 1' H 10'-0„ 12" MAX j l l j_ ; i 8 -1 8 -1 16 -6 14 -1 8 -1 I ; I I 16'--2" 23'-2" 15-6" a , Ilo - 1i- 'j =_EXISTING 54'-10" --�i ` --IFOUNDATION r,. FOUNDATION PLAN = =l f SCALE: 1/4" = 1' V' uj CLEAN FILL 1�=1 ; N C) Q z PER CODE E PROJECT NORTH Q t ! II Y U s v � 1 1. 1).FLOOR SYSTEM TO BE RAISED UP TO BUILD UP FOUNCATION HEIGHT.INSTALL 4)-ALL EXISTING AND NEW WORK TO HAVE A MINIMUM 2"THICK CONCRETE lf) Q (2)COURSES CONCRETE BLOCK AROUND PERIMETER.TIE INTO EXISTING SLAB.SLABS TO BE ON COMPACTED CLEAN FILL. BLOCK FOUNDATION W/#5 REBAR AT EACH BLOCK.EXPOSED EXTERIOR WALL t N i Id TO BE COATED WITH STUCCO FINISH.NEW FOLINDA71ON TO BE POURED 5).PROVIDE 2-2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES T� CONCRETE OR BLOCK WALL EXTERIOR WALL TO BE COATED WITH A ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR V 1 BITUMINOUS COATING PER NYS CODE. FIBERGLASS SILL GASKET. . c 2).GC AND MASON TO VERIFY FOOTINGS FOR EXISTING FOUNDATION.ALL FOUNDATIONS TO HAVE MIN-16"X8"CONCRETE(2XI)KEYWAY FOOTING. 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/1 1'-0"OF CORNERS, v Q o FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAP.ALLFOOTINGS TO REST ON INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A {Ile ' ► „,$# 'y o UNDISTURBED SOIL(MINIMUM 3000#CAPACITY)T BELOW NATURAL GRADE. MINIMUM 7"EMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO GC TO CONTACT ARCHITECT IMMEDIATLY FOR ANY DISCREPANCIES PRIOR BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. *y TO COMMENCEMENT OF WORK. DRAWN: MR/MS WDETA 7).DOUBLE OF FLOOR JOISTS UNDER PARALLEL WALLS ABOVE-PROVIDE '1i''�' •�. SCALE: 114"=V-0" IL '• ,A •'': ALL3).EXISTING AND NEW FINISHED FLOORS TO BE NO MORE THAN 1'-0"BELOW BLOCKING AT 8'-0"O.C.AND MIDSPAN. JOB#: FINAL GRADE.FILL IN EXISTING CONDITIONS AND BASEMENT AS REQUIRED. �s,`( February 04 2013 ,. < SCALE. SHEET NUMBER: PAINT T PRIME r t t , ,v 1 c SPECIFICATIONS, , , r s , o ,+ ER � .1 AN/PAINT AL.��OP,EDGES T�MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRA,,.,9P,G5,TH,.S.EC1F.�AT!ONS,AhDTHE FIELD CONDITIONS,AND.HALL REQUEST CLARIFICATION EEFORE COMMENCING WORK. COhT'�CfO..SHALL VERIFY ALL GENERAL CONT TO COORDINATE MEETING WITH OWhLRS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL IIE REGFONSIE3LE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENTOR CONTINUATION OF WORK. ROl15H ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C*F 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 54'-10" 23'-11/2 31 -81/2" 10 GAS METER FOR STREET GAS Q �•;�/�;'!,•',��• DIRECT VENT ' - FOR FURNACE 1 REMOVE Q (EXISTING) !j /f f (EXISTING) CW235 (EXISTING) Ex-CHIMNEY C `^j ' 1 y • , ELECTRIC PANEL +------- 1 1 1 Y 1 1 , t ® RELOCATE ELECTRIC RE-BUILD EXISTING ' I1, �Q a ; ; `-r"-- --- ----"-"-- GAS ' ' METER -- ----- FIREPLACE(MATCH ' 1 D 1 00 1 1 , EXISTING) OVE AND INSTALL FURNACE i UTILITY ROOM RENEW TOILET ! ' 1 iii 11 , 3 1 1 I , j - 1 EXISTING BATH1 1 _ - 1 11 L o 'EXI ING KITCHEN ; - - - - - 3 " ° 00 DPAIN PAN U j— XISTING LIVING ROOM ; (ALTERED) ;� 1 1 I 1 PROVIDE -_�-E UNDERWASHER R ' / R REMOVf.P1�TU EPLACE 1 , - ----------- ------ -_ ------.,__ 1 1® ; SHCriY1ER UN I 1 CN a _ —� - -- -- --------- --, --- - - - - I 5-6" "� 5'-91/2" u o z w 3 _j i ' U w., C) M ti ZJ I - Q �'-3' ------ - 1^—r---- -+� a D o CID ° LAUNDRY R OM o N Z SHELVES 1 REUSE EX N DRLun ----- --- N -'--------- nLu OVEN , _I ;-- ------ PANTRY -- 00 I i B 1 � ---------- I 1 -- -- - ' 1 t6-�1}6 f -------- fir,. ; � OPEN:�' OFFICE r� Ca' `� _ EXI�TING,.DINING RO M.i f ABOVE {FORMER BEDROOM} "' N I z '--zl,f` o; ,{,'.�,,f ;;� i 1 1 1 1 WALK-IN - NEW ENTRY 1 1 1 3'-6"WIDE 1.0 9T 14R CLOSET I �t W 16'-31/2„ 1 , @ 7-3/4"r 6'-61, a 6'-9"AFF x TW28310 W _ '� t� ;CO 14"h TRANSOM OVER O 28210-2; ; ; - � i 91 ' � � �— — , ,, ,'' Q O 1 I 1/4 SL-3/0 DR-V4 SL X6/8 log , . ' ' 1 16'-2"(MATCH OPP.SIDE)BUILT UP w/4-1/2"THERM�SOTE 1 i; �.' gI (EXISTING TO REMAIN) COVERED PORCH WALL LEGEND 1 1 1 1 1 Zo 4.5"THERMASOTE REMOVE EXISTING +1 I 11 1 I1 *--------------j WALL TO BE REMOVED I U ., -------------------------------- +- r (OR EQUAL) BtLC UNIT ;i l— — p — —1 i' 1 1 i 1 1 1 1 1 1 1 1 1 L J EXISTING WALL ' ' ' ' 2X4 EXT.WALL (TYPICAL) 10 1 1 1 1 Q NEW WALL ------------------------------ ,) � i) {i ty r) FLOOR NOTE: -------------------------------------� SYSTEM DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL / C [INT.:2X4= 4-1/2".2X6=6-1/2",EXT.:2X4=4-",2X6= 6"] ------------------------------- ; DIMENSIONS OF NEW WALLS ARE FROM STUDS ' '�b. CONCRETE EXT./INT.:2X4=3-1/2",2X6=5-1/2"] --------------------------------------------- D.n FOUNDATION 4'-6" 10'-01/2" 16'-01/2" 8'-1" 16' 2" 23'-211 15-6" En uj S C) d Z 54'-10" Y Q 1 NEW WALL HEIGHTS TO MATCH EXISTING 8 0) 1).NEW WALL HEIGHTS TO MATCH EXISTING(8'-0'). i 2).NEW/PATCH EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE Q (9 i STUDS AT 16"O.C.. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING Lo y J HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. �t J 1ST. FLO0R PLAN LIVING SPACE:1233 SQ.FT. 3).EXTERIOR SHEATHING TO BE 1/2"THICK FtR CbX PLYWOOD. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R1N9 T� / i ^ PORCH:60.0 SQ.Ff. 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE AND 2X4 WALLS AT R13. V 1 SCALE• 1/4" l,-0, BLOCKING AT 8'-0"O.C.AND MIDSPAN. 8).INSULATE CEILINGS WITH R30 INSULATION. 5).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS ,. ' OTHERWISE NOTED.ALL OPENINGS OVER 3 FT,TO HAVE 2 JACK STUDS 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. �p���r �-�-H ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR .� "ry a ' { Ei i 3du:, MtCROLAM HEADERS. 10).INSTALL SMOKE AND CO DETECTORS PER CODE. ,��t�: J°v`� A& S 6 � � ` 1 t DRAWN MH MS / i SCALE: I/4"=I'-0„ JOB#t: February 04,2013 SHEET NUMBER: ILII® PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL HE RESPONSH3LE FOR ALL SllILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED 70 VERIFY ALL WORK DIME^:BIONS AND CONDITIONS ATJOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMkENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMSING,ANO HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS ci, 11 8)' 4'-6" 5v-611 111-69' 5 _6" 4'-611 lot_ I "I - -------------j ol A31 4'-0" 4'-O"HIGH KNEE ALL TEMPERED 4%0"HIGH KNEE WALI A31-3 14'-0"HIGH KNEE WAL94-1 A31 4'-0'HIGH KNEE WALL (2))X tiDR. (2)1-3/4X7-1/4 ML HEADER I (2)2X8 HDR. (c) /,AIR HANDLER/ C? NE G-l"HIGH KNEE WALL T= 2% 6A HIGH KNEE WALL//, /, Q. iI_ HI KNEE M:r, SLOPED SL DPED SLOPED a U : 11 -o-) CE ILING, c CEILING, CEILING WAL IN CLOSET •-------------- ----- ---0---------------- -- - --- --- < iEI U.� *4- C5 < C' I" D SLOPED UD mill LU 0 BATH No. 2 Ld .2 'C'4 CEILING cS ---- -----------�/ I / "t - 7-0� 2%6' NJ I I IN -------- ]1D CIS! LI WE lz LINEN L� cl Z/ zzzzzz777777777777 R. --------­-------- x —41/2 0 co 8 —ill T 27)—2xi;i7n �i I I : - 9 C rq LOFT I 30X30 ID IQ- % cli AWCCX 0 15-7" 16,-4" -1 2" 15'-7" Cc CN 0 H 1; m CN ---Y­ lk cl LL tLBE DROOMNo. 2 C N c Iz THIGH RAILING n C) 0 5� ------------- CN ■ /T\ 0 MASTER BEDOOM B 9'-6"CEILING _0 ■ , ` Q I WAL IN ------------------------ r ------- ------ ------- ----- 4714 SLOPED CLOS SLOPED Ld F_ 1D CEFG —0" -2'—0 ------------- A CEILING------- ------ -------- 2� 1111 7 1 v OPEN To CATHEDRAL CEILING 'u A B'-u°LLT, BELOW C PLT. -fi",H01 KNEE Y)ALL, co //XX//, (2)7-1/4 2L HDR. I i nnz: -N-0"HIGH KNEE WALL .. 2432 ___42�7��;I­�R. H L_ I FIJI_ 5�11� 16%2"(MATCH OPP.SIDE)BUILT UP W/4-1/2'THERMASOTE AW251-2 8'-1" 30'-7" 8t-1ly --------------- ---------------- : .0 54'-10" uj 1).SEE FLOOR PLAN FOR PLATE HEIGHTS. 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 AND 2X4 WALLS AT R13. > >- 2).E.<TERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. O < Z 7).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL 3).EXTERIOR SHEATHING TO BE 1/2�THICK FIR CDX PLYWOOD. SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF < L) 2ND. FLOOR PLAN SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM 2: 4).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS INSULATION V-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON N �2 OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS CATHEDRAL ROOF PARTS. '_SCALE: 1/4" = V-01 ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR r LIVING SPACE:987 SQ.FT. NICROLAM HEADERS. 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. < BATH TO BE MOISTURE-RESISTANT. PROJECT NORTH 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHEREE A:PLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 9).INSTALL SMOKE AND CO DETECTOR PER CODE. N HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. f,Ne�;, DRAWN: MH/MS A. r SCALE: 1/4"=I' 47s JOB February 04,2013 - SHEET NUMBER: PAINTER Ti PRIME AND PAINT ALL DOOR EDGES Ti MAINTAIN CONTRACTOR SMALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS.AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WC)Rr. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSiBLE FOR ALL SUll-r>ING DEPARTMENT INSPESTIONS, MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WO_ftr_ DIMENSIONS AND CONDITIONS ATJlOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT ORCONTINUATIONOF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKIN6 AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS Yy CH ■ ■ ■ ■ 5 1/2 1V ■ ■ ■ ■ +/ /p lc CRICKET ; IZ ; , ; 2)2X10 DN2 HEADER I, 5 1/2 h I _ .I. I. 12 5 1/2 I. ------- -- -- ' VELUX VSE M06 VELUX VSE M06 13OX46VENTINC 30X46 VENTIN ! N■ '■,N N■ ■ SKYLIGHT SKYLIGHT ■ ■N ■, ■' , i , i 1 W O LL LL LL LL' t U LL ..-----___-, , 127 0 o of I I to al; ---- -1 0 o x■ � ■ x■ . ■ ■x ■ ■ 1O N aC N N N ; N 12 N �Ice tx� �I I iI1 i I� I a 10 c�r� ------------------- ----------- --■------- --___,■� ■ ■ I�IVELUXVSEM06u I■ ■ a� ■ , �n rtY , - - VELUX VSE M06 `) 30X46VENTINC 30X46VENTINC m SKYLIGHT SKYLIGHT I I �I; I ' ~`' m ,--` W I _ _ tcio }t ' ' ■ ■ (2)2X10 DF�2 HEADER ■ ■ ■ ■ i ; z ry (2)2X10 DF#2 ' x , 1-3/4X14 ML RIDGE v " � , � � :.� HEADER , 1-314X14 ML RIDGE SOLAR PANELS �• + j i '•; II{ � � ;Iji (EYP.) !I i �{ , B �, � � SOLAR ,I , �� I �: �I , , 1 ii;� � I j , I ; 6. _ ; ,!i PANELS i ; I -- \12 ) i SOLARPANELSSOLAR �� PANELS 1 (EYP-) 1 0[ Y PSOLAR ' I ' M )PANELS {i w ---- - .-a7 I �` , 12I --------- 12I� RR@16" C -----co 3'-0 3 -0x ' a 1 - I I -- w RR @16"OC ; ' G G 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. 6).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING a/ MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 2).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE > ---------t2-----------i-s ' WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING 1S 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND COMPLETE. DIRECTLY TO THE DECK ALONG EAVES. 7).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 4).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. i--d USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT Q 5).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS CUTTING INTO SHINGLE SURFACE. WITH ROOF AND SIDE WALLS(TYPICAL). ROOF PLAN F SCALE: 1/4" = 1' N RR "\ E PROJECT NORTH . w S O QZ BLOCKING N Y 1/2 RND ALUM r•.�� � VENT GUTTER OGEE GUTTER-STANDARD 5" ROOF AREA: 161 rJ SQ. FT. Lo Q / NOTES: � n 1) EXECUTION: A).DONOTBEGININSTALLATIONUNTILSUBSTRATESHAVEBEENPROPERLYPREPARED. AT 100% WATER RUNOFF. 270 CU. FT. N KN EE 2).PREPARATION: cn WALLA).CLEAN SURFACE B). PREPARE SURFACES OUSIGHMETHODS REECO ME DED BY THE MANUFACTURE FOR PROVIDE (2) 8' DIA. X4' DEEP DRYWELLS 5/4X10 1 X 8 AZEK ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. t' C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR p 4e� AZEK 1X6 E&C B FASCIA METALS WITH PROTECTIVE BACKING PAINT. (� FTX 4' — 169 CU. FT. �`.'a'1�' c , 3.INSTALLATION: �r Tt' AZEK A).PERFORM WORK IN ACCORDANCE WEEH CDA HANDBOOK AND THE DRAWINGS. I).GUTTER TO BE PITCHED TOWARDS LEADER I'TO 2"FOR EVERY 40'OF RUN. '�ohm SIGR.y{ DRY WELLS TO BE 10'MIN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. DRYWELLS CAPACITY: 338 CU. FT. DRAWN: MH I M5 a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ':h SCALE: I/4"=1'-0„ AWAY FROM HOUSE ACCESSORIES. rz+w,�''� B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT +/ `x �,{ r: CONNECTORS. JQ$#: SOFF ■■■ DETAIL O O 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL0 'o p O CONNECTION WATERTIGHT. ° �. � �*-� February 04,2013 SCALE• O" Z , O't 4).PROTECTION: SHEET NUMBER: A).PROTECT INSTALLED PRODUCES UNTIL COMPLETION OF PROJECT. `,,, " ,„R,. D).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS DEPORT SUBSTANTIAL COMPLETION. i PAINTER TO PRIME AND MINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONT RACTOR SHALL 13E RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A8 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMEtCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE:C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS- t"I REVISIONS ' J14loW. 7 L'AL 4 f;' '44� L 6 fj �;'t �Ilj'j _jj ;"!I- ��l 4; k : -3/4XI4 ML Il" I'MA RIDGE In 11,1� JJI_�1lk"'i t Y .3 TYPICAL WINDOW OPENING S S S THAN 4'-OX8!-V'OPENING) --------------------------- 2XI0 CJ @16'OC TYPICAL DOOR OPENING (LESS THAN 4'-0)8•-T OPENING) E313 ® ®r WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 161)91A.N.Y.S.RES.CODE:ALTERNATIVE FOP,OPENING PROTECTION OF NOT USING IMPACT GLAZING) LOFT 1� ,,A I-�-_V� S VAN MNEI)ERRISPrtnTEMONfkqTNrNr�ED"tEfnPWnODSMLICMPALPANFtSWO U DD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 711 OB PROVIDED.(REFER TO SECTION 1609-1-4,16D9.&S AND TABLE 1609.1-4 OF N.V.S.RESIDFNTTAL 14 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO co COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENING MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL ELS MUST BECUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.OPENINGS MUST BE MARKED FOR WHAT OPENING IT ISTOCOVER.PANELS MUST ACCOMPANY SHUTTERS FOR INSTALLATION. N mc� rU Q T 2X6 p 16 C C5 ` Is I'I j{ �; ,.-4,.I,I":��� j it ``" r, it (T 11-7/8"TA230WOOD-1 F1 @16'OC u (2)1-31016 ML 1 A GIRDER 33._ 'i v" 12X12 FG COLUMN KITCHEN 6XIS ACQ—-;Cl POST it'll L i ENTRY TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0Y6'-W OPENING) 5 "DECKING 2X6 ACQ DJ @16"OC 12 FLOOR SYSTEM X6 DFk2 FJ ul- u .0 GC TO VERIFY EXISTING 7' 'ZO 11-3/4XI4 z B. (2)2X10 ACQ CONDITIONS.ADD CONC.BLK. 7" ML P CONIC SLAB AND REPLACE GIRDER RIDGE (ALT.POURED) "'z 0 COLUMNS&FIGS AS REQ. EXISTING WALL 4 (BUILD HT.UP 16') DAMPROOF EXT.7— 71 12"dia. 4 70 12 CONC. u 0 v) 4 1-3/4XII-7/8 ML RIDGE 2"CONC.SLAB 2"CONC.SLAB PIER Z 2XI0 DF112 CJ @,16'OC? 16"X8"CONC.FTG. 24"X24l w (2)#5 REBAR CONC.FTG. Z u SECTION A-A Q0SCALE: 1/4" 1' MASTER BEDROOM J. i':v 3 11/4 11/2 11/4 3/4"SUBFLOOR. IAV. AV. BA'H 11-7/8"TJ1230 WOOD-I FJ @160C RE-BUILD EXISTING 413 11/4 FIREPLACE(MATCH ICO. > EXISTING). C) Z 4 0 L) i -ROOM co HVING DINING.ROOM 11/4 N o 1114 -11114 1112 11/4 zr _ ��I-�.-_�j�_- II .--� Q SINK lux'.C. LAV. D.W. 13A H F7�L] J:1 I- P'.. a I_jL I —'LA_ u N . EXISTING C.O.1 2 C.O. 0 t . t�' - 3 0 & X 4 TO APROVED EXISTING CRAWL SPACE SLOPE"WPER FOOT PITCH TO DRAIN 4C1 SEPTIC SYSTEM 4 4 - ------ TRAP HOUSE W" LZ PLUMBING SCHEMATIC DRAWN: MH MS 4 4 'w All SCALE: 1/4"=V-0" A-4 A-4 J4 JOB N.T.S. 0. February 04,2013 SECTION C-C SHEET NUMBER: SCALE: 1/4" = Il PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONT;ACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL HE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURERS WAIRRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMINT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 0 001.17 O 1-3/4X14 ML RIDGE r1 ti+ 1-3/4X14 ML RIDGE U a M m 2X10 DF#2 RR @16"OC 2X10 DF#2 ova QZ Z m RR @ib"OC O oo ,I iaC � A RIDGE c 2)1-3/4X9-1/2 A I ML VALLEY LOFT O —� (2)1-3/4X9-1/2 ML VALLEY BEDRROM No. 2 Coll MASTER BEDROOM z (2)11-7/8 ML O H 3/4'SUBFLOOR 3/4"SUBFLOOR 1-7/8 T11230 WOOD-1 FJ @76"OC _ , , 11-7/8 TJ1230 WOOD-1 FJ @16"OC �r----------IIU-7/8TJ1230WOOD-IFJ@16"OC - - -- El 13 - -- ----;, I o z rE-1 . 4 ♦ _ -} I 1311 LU4 � U1 I LAUNDRY ROOM 6 KITCF NZ 6y DINING ROOM u u UR2 u 'zXISTING FLOOR SYSTEM EXISTING FLOOR SYSTEMptytl m - EXISTING FLOOR SYSTEM — - -— GC TO VERIFY EXISTING GC TO VERIFY EXISTING GC TO VERIFY EXISTING CONDITIONS.ADD CONDITIONS.ADDCONC.SUB AND REPLACE CONDITIONS.ADD CONC.SUB AND REPLACE CONC.SUB AND REPUCE X COLUMNS&FTGS AS REQ. COLUMNS&FTGS AS REQ. COLUMNS&FTGS AS REQ. EXISTING WALL 74 71 71 (BUILD HT.UP 16") SECTION B—B rA W SCALE: 1 4" = 1z S '/ Y � Q �/V N V1 DRAWN: MH/MS SCALE: 1/4"=i'-0" t, ke". JOB v #: : �`' February 04,2013 9 � , SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINtONTRACTOR SHALL NOTIFY ARCHTIECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHAL!REQUEST CURiFICATION 6EFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL @ENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL 61 N AL CONTRACTOR SHALL B£RESPONSIBLE FOR ALL 131.111-DING DEPA4"FMENT 1NSP£CTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL NXV DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUSH ELECTRIC,PWMBING,AND HVAC PRIOR TO INSULAT;NCs ANO SHEc RGGKINfs AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM MINERS. REVISIONS NYS ENERGY COMPLIANCE OZ' S FOUNDATION: CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION,IF APPLICABLE,MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, - WINDOW AND DOOR WITH WOOD TRIM: ACCORI DING TO THE COMPLIANCE ANALYSIS. fi r %' ' " w ■ 1).INSULATE HEADER UNCONDITIONED BASEMENTS: k. „ ? Centofi^a1w 2).SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1).INSULATE THE FLOOR ABOVE THE BASEMENT.REFER TO PLANS FOR REQUIRED R-VALUE. 3).SEAL BETWEEN WINDOW/DOOR IAMB AND ROUGH OPENING WITH A CONTINUOUS 2).INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. BEAD OF LOW-EXPANSION FOAM,OR FOAM BACKER ROD AND CAULK.FIBERGLASS 3).INSULATE HEATING PiPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4).SEAL DUCTS IN BASEMENT. 5).SEAL AiR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, 7`7"" WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WiRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE 1).CAULK JOiNT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR- 2). OOR2).DO NOT USE HiGH-EXPANSION FOAM.iT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: ETkr--Tv "10 New YcAl.EnPLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: Code: a� ' *' 1).CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. Consiruclibn Codi` SEALING PENETRATIONS: 2).APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. Sufrdlk cm_ln „Newy,04-1c ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3)-CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE- Co1T Tom= Si �Faini h BE SEALED. 4}-CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. �a=nq J � _: i I , '� U RECESSED LiGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): airro•e Z : 4 RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1),INSERT RIGiD FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS,ALONG rn ry CONTACT("IC"RATED),AND MUST BE AIRTIGHT AS OUTLINED iN ECCCNYS 502.1.3. EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. v u, INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2).CAULK ALL FOUR SiDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. Construcco1 SRte: Qanerftpent Dei° cfor_ SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS SM=Hmrie Valt:50wartZ,ArWlEut STANDARD OF 2.0 CFM,(ASTM E 283).UMTS WiTH A LABEL THAT REFERENCES THiS 1ST.FLOOR DECK: w 2745Wlct TnA P.0- 33 ASTM STANDARD,MEC OR ECCCNYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO 1).FULL INSULATE JOIST CAVITIES. �µ 1 3 U BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2).INSULATION TO BE SUPPORTED WITH WIRE RODS. mattuck NY *G SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: IF VERTICAL PIPE RISERS ARE USED WiTH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER � FiRED HOT WATER TANKS,HEAT TRAPS(IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. " r�' ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: te a„ :i-3. Beft Than Coda -rum UA:3719 Your UA:371 HEAT LOSS.GENERALLY,1/2"OF INSULATION IS SUFFICIENT FOR PiPES LESS THAN V 1).PROVIDE HORIZONTAL BLOCKING AT 48"O.C.AND AS NEEDED FOR NAILERS. Th*#4 t�& .; T�4,,�t '�ham _,Im I�f'n.4+*!z t.. t-rhe * +, I..1 DLAt,�ETER.CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2}.FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3).PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. LI 006t Per F"'= 4 *'*nw2v Lm to btse tvlvhv a-W TUB/SHOWER UMTS ON EXTERIOR WALLS: 4).TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT.THiS INCLUDES a INSULATION AND VAPOR RETARDER AS WELL CAVITY SEALING ON EXTERIOR WALL: w, SEAL ALL EDGES TO MAKE AiR BARRIER CONTINUOUS. HEATING,VENTILATION AND AiR-CONDITIONING(HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING: floor 1:Jl1-3113 st?7=FCr%*srUnr- 1► DIT s P $z33i 19.0! �G.D 58 _J Z 1).SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBfLOOR. F� HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2).SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHiNG. VWV 1:W1?r:d Frame,$6"o.c. 11-7515 13.13 0,0 83 3)-SEAL SUBFLOOR JOISTS WITH ADHESIVE. e c HVAC SYSTEM EFFICIENCIES: ''+�^'1�1 "1: ,3M Fram,a 'e P'3i a�':tt 103 0XID 3 E'"'I Q 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE THE MINIMUM EFFICIENCY REQUiREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. 3� nd w c o MF1 MIEEMOWe Pare'f th LV D. D 1£ W ECCCNYS 503.2.NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL U MINIMUM EFFICIENCY STANDARDS. Door 1:oM 64 D.wo 2 � z ATTACHED GARAGE: HVAC CONTROLS: 1).IF LIVING SPACE ABOVE,SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE VIM 2:Wxd Frame,Wo-. 933 11D D.D 63 Z a CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5.TEMPERATURE CEILING WITH ADHESIVE. 3 1, =VIA3"�i Findlnlls-ems L u�P'�s`evl9*htaw D•32D 2u P,2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWERO (FOR % '�4: �F 1 HEATING)AND/OR 85 DEGREES(FOR COOLING).THERMOSTATS USED TO CONTROL PIPE AND DUCTS. e�Y:` Liym-E 24 0.300 '7 � HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. Celflng l:FIS CC.N or=svx TPs1 s 740 .30.0 13.0 25 Z U LEAST 5 DEGREES)WiTHiN WHICH CALLS FOR HEATING AND COOLING ARE EiTHER 4).PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY � )�L? :tDaLl� � DD 2D ISOLATE THE FLOOR SYSTEM AND REDUCE PO,ENTIAL PROBLEMS. �g O J" SUSPENDED OR REDUCED.SIMILARLY,HUMIDtSTATS MUST HAVE THE CAPACITY TO A,-E PREVENT ENERGY CONSUMPTION(SUSPEND OPERATION)BETWEEN 30 AND 60%RELATIVE DROPPED SOFFIT ON INTERIOR WALL: . v HUMIDITY.HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR Co-,€rg =env C£-3b r�3 �.i,�.D D.D TEMPERATURE. USE PLYWOOD,DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTOTO SHUT DOWN WHEN TOP PLATES. RLS A VENTILATION i5 NOT REQUIRED-WHEN THE SYSTEM IS SHUT DOWN,AUTOMATIC ORINTERIOR SOFFIT ON EXTERIOR WALL: Ca�Uarce ne e � ` � ( S'S,Sp_ nMtT ,;3"CtIer GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). ALL PENETRATIONS THROUGH THE AIR BARRIER. ��; °" ,' "`. ?I*la��"1 �",'? ° „'"" '' mss«^. " ^ "1 '2"* } � ' " . 'moi Pas 1 1 5'x" d.zlo�... a 91131ki w Y=Mnergy Ccrxe vanan, DUCTS AND PiPES: 2).HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE ► e is-Tgrel1�11' ri PASSc*Vet'ci 4.,&3 aid to�;ly 'i to 1'tl almy•replT1mnrert s wed ti tie�v;��c'rrns�) DUCT AND PIPE INSULATION 15 REQUIRED FOR ALL HVAC DUCTWORK AND PIPES iN FRAMING INTERIOR SOFFITS OR UTILITY CHASES. UNCONDITIONED SPACES,AS INDICATED IN ECCCNYS 503.3.3-FLEX DUCT MUST HAVE 3).SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. R-VALUE LABELS ON THE OUTSIDE JACKET(ECCCNYS 102.53). KNEE WALL SUPPORTING ROOF- DUCTS AND PIPES IN UNCONDITIONED ATTICS,GARAGES,BASEMENTS AND CRAWLSPACES 1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO MUST BE INSULATED.WHENEVER POSSIBLE,MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. Na11--Me ' Eats THE INSULATED ENVELOPE OF THE HOUSE. 2).1F RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. IF HEATING DUCTS ARE INSTALLED iN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. R-14 RiGiD INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3).PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR vp LLj DUCT SEALING: 11�$SJTE' C) ¢ Z DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECCCNYS 503.3.4).ALL a • FULL LOFT: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS,NOT COMPRESSED,AND = V SEALED.ALL CONNECTIONS AND SEAMS(EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. Y TAPES MEETING UL 181A MAY BE USED FOR RIGID FiBER DUCTS_TAPES MEETING UL 1818 MAY BE USED FOR FILL THE CAVITY:FLEX DUCTS.DUCT TAPE IS NOT ALLOWED FOR DUCT SEALING. INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS,PLATES,SHEATHINGF- AND DRYWALL. IN CEILING AND FLOORS,IT SHOULD BE IN CONTACT WITH THE DRYWALL Lo Q OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WRITTEN MATERIALS: ti WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT V CA WiTH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3),A LABEL REFERENCE CUT AROUND OBSTACLES: Tn TO SUCH MATERIAL 1S ALSO ACCEPTABLE. INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES,CUT AROUND V1 ELECTRICAL BOXES,LARGER PIPES AND OTHER OBSTACLES;AND SPLIT OVER CROSS REDUCED MOISTURE: BRIDGING IN FLOORS.NEVER STUFF INSULATION TO GET IT TO FIT. pived Int e: R_-.XXt d�-4fe: 1001112 EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS.G.C.TO CONFIRM THAT € � } � ,yT�L�. �"iry *+ ' -( 1 ,ts ! DOCUMENTATION OF R-VALUES: : h , ., THE FAN ACTUALLY WORKS;USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE.KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS,ESPECIALLY FACED OR UNFACED FIBERGLASS BATTS,AND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. ��`; „ / 1 THERE IS A GAS RANGE. � �+' MS DRAWN: MH ACCESS OPENINGS: VENTILATION: . MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ATTIC HATCHES,SCUTTLES,PULLDOWN STAIRS,etc.MUST BE INSULATED TO THE ,. �. '� m SCALE: 1/4„_=I,-0' SAME R-VALUE AS THE SURROUNDING AREA_ THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL I` ��;, JOB#: VENTILATION RATES. i-' ' rr February 04,2013 CATHEDRAL CEILINGS: KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM 4" �� SHEET NUMBER: 1).PROVIDE 1"CHANNEL FOR AIR FLOW ABOVE INSULATION,UNDER ROOF SHEATHING. �.t INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 2).PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTLACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE ME:E 71NG BATH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEFF-ARTMIENT INSPECTIONS - MANUFACTURERS WARP 1NTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT 108 SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES`.LITH ARCHITECT PRIOR.TO THE COM"",ENCEAiNT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SI:EETROCKING AND SHALL SECURE THE G of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM MNERS. REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION_ FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • END"NALL RAFTER WALL STUD CRIPPLE STUD d BOTTUM PLATE RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS ;lj FLOOR USP NUMBER DESCRIPTION APPLICATIOt1 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTIOII APPLICATIOPJ CATION USP NUMBER DESCRIPTION APPLICATION �, DATA / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH BOT. PLATE OF 211D FEDOR AND TOP RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL VdTH THE FLOOR 211D. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENIIIGS LSTA12 1-1/4"x12" gaga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOP .APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HAIIGER .APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC Q+ r n `HALL STUD I U e=-i THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTORL Ir METAL STRAP tZ U Z V u VENTILATION CHANNEL � RIM BOARD AS REQUIRED H 11 RAFTER U s SILL PLATE(S) RAFTERS \ MAIIITAIN VENTILATIO!I WOOD JOIST U *=-I FOUNDATION ' ' TOP PLATE BLOCKING 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC 2x4 SOFFIT JOIST AND ALL 'INDCVJ/DOOR OPENING JACK ST ATTIC SHALL BE PROVIDED WITH A FASCIA MINIIAUTA NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTIO14 APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. err SHALL BE COVERED WITH CCRROS!ON CGNTiN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS r RESISTANT METAL MESH WTH MESH ON ALL OPENINGS rr OPENINGS OF Y, INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD r INSTALL 4'0" O.C. r LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EA•VE 8" - 14" LSTA30 1-1/4"x30" 18ga_ STRAP AND JACK STUDS r CONNECT TO ON ALL OPEfJINGS / r 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDO}VII ANCHOR EACH RAFTER ` PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" D.C.. OVER BEARING WALLS AND HEADERS 1� 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS rr r 8" - 12" RAFTER RT20 21-I/8" x 20ga. TYDOMI ANCHOR CONNECT TO EACH RAFTER ON ALL OPENINGS r rr r r O 2ND. FLOOR WALL r RAFTER WOOD JOIST z O TOP PLATE ~ GIRDER/HEADER AI ^J 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR .JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.CIr . �.{ Z 4" - 8" LSTA36 -1/4"x36' 18gu. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION (� JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS' CONNECT EACH ALL U INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER To PLATE IF ABLE, SET FIR JOESP APTHROPER STX.EL CONNECTHIGHER OR. LVL HEADERS CHS 8" - 16" MSTA48 1-1/4"x48' 16go. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR ,LATS TO EACH STUD DBL. SILL PLATE TER,ITE SHIELD ' SILL GASKET , TYP. COIIC. FOUNDATIOH CONC. SLAB " DAMPPROOF EXTERIOR A 6 MIL. POLY EMIL POLY ON EXTERIOR V GRANULAR FILL • V STEEL COLUMN 1 • ♦ v a ♦ CONC. SLAB p V r r COMPACT FILL �' _ r �` KEYWAY FOOTING • V AA • 4 ' 7 ar • C'a c- GONG. FTG. '� A"n t►' ��� USE WTI 3x3 SQUARE WASHERS W a • ANCHOR BOLT CONNECTION O e (USF LBPS58 OR BP583) > DRAIN TLE • p ANCHOR BOLT CONNECTION } REINFORCING BAR �+ � ----- FOUNDATION /8" DIA. AIICHOR BOLT Q Z I I I C SUPPORTING MAXIMUM SPACING C SILL PLATE TO FOUNDATION1 STORY 72" OC Q U (CRAW, SPACE OP, FOUNDATION) TYPICAL GONG. FOUNDATION. APPLY PILASTERS SILL PLATE TO FCUNDAT!ON Y WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" GOING. 2 STORIES 36" 0^G. FTG. CRAWL SPACE OR FOUNDATION) ,� U WALL BOTTOM PLATE TO FOUNDATION (SLAR-CN-GRADE 1-2 STORIES 57" OC Lo C< Lo C s IB FLOOR V N CONC. SLAB 6X6 10/10 WWM DOOR FRAME �T�/'� COMPACT FILL 1 DOORGE JOIST V 1 1 USE 2X8 STEEL BEAM FOR BLOCKOUT • . �, 4' SLAB v ' F.T. PLATE W, 6X6 WMM \ SLOPE 3vdf� + ., ®A, 4 F� "DRIVEWAY �. NOTCH JOIST AND ADJUST HEIGHT � ',f°e �P' �% t 7 1 V. • (WITH A NAILING PLATE IF NEEDED) 511 ' �;1.' .• ? 1 2" .' • • ref d p • . =• ` •, TO BE APROX. 1/2" OR HIGHER r _ 1.__r aA a • - ' STEEL BEAM TO ALLOW FOR SHRINKAG t. • • r, �'�� ♦ ♦ • • •• (PROVIDE STRAPPING TO KEEP JOISTS ALI r i'b a ♦eF 6X6 W.W.M. rs a ^ r. " ° n4 a, e e♦♦?e ♦ I'—�i { + j�;L ` DRAWN:d ° CMN. d RENFORCING BAR SCA : 4, 0„ REINFORCING BAR DRAIN TILE • JOB 17js EL B12" February 04,2013 ui r •° BOLTED TO BEAU)' :„ ( SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH 2) 4 REINFORCING BARS + �„ e�R, {�'•'�,,�A�� +. ( N THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. RCNFORCE FOOTING WITH (2) #4 REINFORCING BARS. `w� 4 GARAGE DOOR BLOCKOU7 a" - PAINTER TO PRIME AND PAINT AM DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THESPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHAtI.REQUEST CLARIFICATION BEFORE COMMENCING WORK CONIT2ACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTCR SHA I LL HE RESPONS SLE FOR ALL E7UILDING DEPARTMENT INSPECTIONS MANUF,4CTURER'S WARRANTY AND SHALL HE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT J03 SITE.INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL D!SCREPANGE51X.g7H ARCHITECT PRIOR 70 THE CO MMENCE.'vENT OR CONTINUATION OF"XIORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C e O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUVA UPLIFT LOAD CAPACITY. 4"MAX. KING STUDS 4"DIA.MAXIMUM RAFTER CRIPPLE STUD CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUN WIND SEISMIC FROST WINTE ICESHIELD FLOOD LEDGER SNOW SPEED DESIGN THE IMLINE TERMITE DECAY DESIGN UNDERLAYMEN RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS © ©© 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE L�J Z RAFTER JACK STUDS :o M RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG-USING 1/2"DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER1 DESCRIPTION APPLICATION )-Unless otherwise noted,all framing material to be Nl ACQ pressure treated lumber. o LOCATION USP NUMBERI DESCRIPTION APPLICATION2x6-2x8 L526 l8ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTAl2 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ll fasteners,hangers and anchors to be galvanized or stainless steel. STAIR RAILING ry ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER JAPPLY TO EACH RAFTER HEDGE RI RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD )-Girders for deck joists to he bolted or anchored to each post or pier with washers and nuts irders on concrete piers shall be anchored with proper steel connectors anchored ¢+ n 1-1/2'SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. TV l a m MINIMUM3).Posts supporting girders shall be anchored to a minimum 24 x24"xl2'thick concrete-, footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall is '~ K RAFTER be 3 ft.below grade. HANDRAILS U 4).Deck Joists to have blocking at 8'0 c.c.. U ni RAFTER 111 ).Flashing shall be installed between the building and ledger-Lapping up the sheathing U s `7 and over the ledger.Ledger to be fastened to building with 1/2'dia.bolts with washers 'u n POST and nuts at 16"o.c. U r � r7 TOP PLATE 6).Concrete piers shall be a minimum 6"above grade. ��++ TOP PLATE BALUSTERS ).All joists to be supported g x 1 pported with hangers and anchors.Each Joist shall also be anchored -r RIM/DECK JO15T to girder(s)- WALL STUD OPEN BALUSTER ATTACHED TO WALL WALL STUD u ).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9).Use Simpson hangers and anchors with 2-MAX tripple protective coating or equal HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION for any contact with ACQ. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATIOV OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLAT RT15 TYDOWN ANCHOR NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4'NOR MORE THAN 2"IN V-6"RAFTER RTIO 10-3/4'x 18ga.TYDOWN ANCHOR CONNECT RAFTER T POST-TO-DECK CONNECTION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTEERR CONNECTT OVER !ER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS PROVIDE AN EQUIVALENT GRIPPING SURFACE CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD 8'-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER NAIL NAIL JOINT DESCRIPTION QT Y. SPACING NOTES O AS PER TABLE 3.8 M--•I STRUCTURAL PANEL 8d WFCM-SEC 4"MAX. cl Cn 4"DIA.MAXIMUM �wJ ►ate GIRDER/HEADER Q W GIRDER/HEADER ROOF FRAMING: W u ° JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES Q 2 JOIST POST/COLUMN ° y RAF-TER TO B'WALL.3-8d COMMO EACH F-+ o° TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL O m POST/COLUMN CEILING JOIST 8'WAW 3-Bd COMMON EACH E-I TO TOP PLATE 10'WALL:4-8d COMMOI, JOIST OE-NAIL U GIRDERJHEADER CEILING JOIST TO AS PER TABLE 3.7 EACH FACE Qr PARALLEL RAFTER WFCM-SBC LAP NAIL 04 CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE [—+ POST-TO•GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL z un LOCATION USP NUMBER DESCRIPTION APPLIC4TION COLLAR TIE AS PER TABLE 3-4 EACH FACE O O TO RAFTER WFCM-SBC END NAIL 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER BLOCKING 2_Ed COMMON EACH TOE � U LOCATION JUSP NUMBERI DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDEWHEADER CONNECTION TO RAFTER END NAIL 01ST TO GIPDER/HEADERI RTIO ITYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS RIM BOARD TO RAFTER COMMON END NAIEACH DL 0STU WALL FRAMING: BEARING PLATE GIRDER JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING o TOP PLATE TO 2-16d COMMOT I PER FACE NAIL TOP PLATE FOOT ° WOOD 1015T _ TOP PLATES AT JOINTS FACE INTERSECTIONS 4-16d COMMO EA.SIDE NAIL LEDGER STUD TO 2-16d COMMOt 24" FACE e GIRDER/HEADER ji �j CONCRETE PIER ',: STUD O.C. NAIL WOOD JOIST HEADER TO 16"O.C. FACE U I6d COMMON WOOD JOIST - •�,- HEADER ALONG EDGES NAIL ••- TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END ¢ Z PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL O BOTTOM PLATE TO: CC FLUSH JOIST WITH H AD R J IRD DOUBLE 2x FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL G CEILING JOIST TO BtDG-CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH (MINIMUM) END JOIST OR BLOCKING FOOT FOR HEADER HEADER/GIRDER-TO-POST CONNECTION 1�� Q (� LEDGER TO BE CONNECTED TO BLDG-USING 1/2'DIA.BOLTS @16'OC WITH WASHERS THE PROPER STEEL CONNECTOR- OR BEAM / IF ABLE,SET FIR JOISTS APROX.1/4'HIGHER THAN LVL HEADERS �I LOCATION USP NUMBER DESCRIPTION APPLICATION / Y Z) TO ALLOW FOR SHRINKAGE. ROD )� (2)BEAMS IPAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE ✓✓✓ U REQUIRED (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIEr� FOR SIU � FLASHING TUCKED UNDER DECK FRAMING: Lo Q TOP PIECE OF SIDING AND 11 JOINT DESCRIPTION NAIL SPA NAIL NOTES r l LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE U N PIECE OF SIDING BELOW THREADED ROD SILL,TOP PLATE OR GIRDER 4-8d COMMOls JOIST NAILBRIDGING 2-Ed COMMOI, EACH TOE DIA.LAG BOLTS W/WASHERS CNW COUPLER NLT TO JOIST END NAIL CONNECTED TO BLDG.@l6'OC POST BLOCKING 2-8d COMMO EACH TOE MINIMUM TO JOIST END NAIL WOOD JOIST END DISTANCE BLOCKING BLOCKING TO: EACH. lVE `�fr SILL OR 3-16d COMMO TOP PLATE FLOOR FRAMING ° _ -16dJ' R °ti. - MINIM \4 * ,• LEDGER STRIP 3 COMMO Hs`j ' "F v .t. ^• " e o - TO BEAM t5F 13•'-NAIL o: "�tg �k o 'o E-N8 AV Cf w aL• 4,. 2x JOISTS •Q°•, .• 12"x12"x12" • JOIST ON LEDGER 3-Ed COMM i'Y 11 4 Qty p •��, CONCRETE FOOTING .. + . . + . TO BEAM .3 ec N,IT% `",`�'$.d; DRAWN: MH!MS WOOD GIRDER w i w BLOCKING FOR JOIST HANGER ( ` ' BAND JOIST 3-16d COM LAG BOLTS a� TO JOIST JOB#: ti. MO NA1J" HOLLOW COLUMN UPLIFT BAND JOIST TO: 2-16d COMER iE RIM JOIST/BD. o SILL OR TOP PLATE T „M; p • SIMPSON STRONG TIE MODEL STRRI/2 ♦ February 04,2013 • SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIODECK POST FTG.CONNECTION NS r /t' SHEET NUMBER: PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION ykc ,a � •,lr,�,�;,� USE WITH RT10 TYUOWN ANCHORS DECK/PORCH LEDGER CONNECTION 4X4 POST PAU44 OR WE44 IPOST/BEAM ANCHOR APPLV TO EACH FOOTING 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING uti,f''*:° •" , PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUM CLARIFICATION BEFORE COMMENCING WORK. CONTP'CTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH CANNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 13 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT 108 SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3,4. JOINT DESCRIPTION NAIL NAiL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required CTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Sd nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:48d COMMON RAFTER TOE-NAIL 1)-The information within this set of construction documents is related to basic design 2).RAiTER-TO-WALL ASSEMBLY: TOTAL SQ.FT-OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3$d COMMON EACHTO TOP PLATE 10'WALL:48d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2006 SBC HIGH WiND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES o sound and a weatherproof completed product. P� CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE �©o o©tom OVER PARTITION WFCM-SBC LAP NAIL EXT,BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE A5 PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 70 should be adhered to even if in variance with the plan. Studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-Sri COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings- RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 76d COMMON END NAIL ROOMS(OTHER THAN SLEEPING} 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and stab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL '"- construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOiNT DESCRIPTION NOTES GAURDRAiLS ANY DIRECTION 200 N '�+ m precautions and programs in Connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor boli QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) t� TOP PLATE TO PER FACE NAIL �C specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance a table 3.2a.In addition to spacing, 2-16d COMMONU anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWiND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners, TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE C+. 4-lad COMMONw w INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6)-The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS. STUD TO 24" FACES Z or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v a STUD O.C. NAIL Sym.: attached with 8d common nails at 6"o.c_at the panel edges and 12"o-c-in the field,and FIRE PROTECTION y C) o 7)-The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS , gypsum P 16d COMMON SMOKE&CO2 D ECTORS ® � such as bookcases,shelving,pantry,closets,trims,etc, edges and 10"o.c.in the field Shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3-15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION U 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: o FOUNDATION NOTES: Type It exterior shearwalls shall meet the requirements of table 3,15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAiL 2-16d COMMON BAND 101ST, CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FLOOR JOIST, FOOT SEE NOTE:1,2 1),The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHiELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7)-INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).Al!footings to rest on undisturbed(virgin)soli, interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER 70E 2.4.4.2 and 2.2,4 respectively. 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES - concrete or mason walls occurin in exterior or unheated interior areas. 4.8d COMMON masonry g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAiL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: � Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE Z 4).Any new concrete walls being attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAiL SHEATHING LOCATION NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 0 BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on rade to be 2500 2-8d COMMON g p.s-i..Concrete to be TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ b"O.0 8d COMMON @ 6'O.C. SEE NOTES.1.3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1BOTH FiELDS to be minimum 3-1/2 inch thick-All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. I(BOTH anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAiL NOTE:2 FOR PANEL FIELD 6"maximum lifts{layers). P P g W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 Rd COMMON @ 4"O.C, SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum attached with the above 18"x24"access opening.Install one 3-16d COMMO 0 requirements- TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as per section 8406 of TO BEAM JOIST NAIL Q� Z N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber- THESE NOTES ARE ONLY TO BE REFERRED 701E MENTIONED ill SCHEDULE NOTES ONLY. � the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. SAND JOIST 3-16d COMMONPER END TO JOIST JOIST NAiLU 1)-For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8)-Drainage as per section 8405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAiL the 4 foot perimeter edge zone attachments required shall be used. ] P 2-16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES g 2).Tabulated 12 inch o.c,nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. (� into concrete with a minimum 1/2"dia x 7"ion anchor bolt with washers and nuts. �/] For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c- y 00 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL f4 3).Posts supporting girder shall be anchored w a 1 washers an thick concrete footing. JOiNT DESCRIPTION 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Q Edition Wood FramingConstruction Manual. QTY. ;PACING 1--I Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: � Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAiL SPACING AT INTERMEDIATE NOTES r~'1 3)-Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD I--i 5).A minimum of 10 inch Flashing shall be installed between the building and ledger. NAIL NAIL otherwise, Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QT SPACINGSEE NOTES:1,3(BOTH FIELDS) QI 4'EDGE ZONE 8d COMMON @ 6"O.0 Sd COMMON @ 12"O.C. EDGE NOTE:2 FOR PANEL FIELD C 7" O UM YPS . . 4).Unless otherwise noted,all bearing wall headers to be(2)2x10 02+BTR-Doug.Fir. where needed. G5d COOLER; INTERIOR ZONE 8d COMMON Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIE[ @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored WALL SHEATHING. NOTES NAiL NAiL and blocking where applicable. to girder(s). JOINT DESCRIPTION QT, SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8)-Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON' AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall anchors where applicable to all connecting joists. PLUMBING NOTES PANELS WFCMEDC be used. 7/16"OSB 3"O.C.O.C-EDGE 6d COMMC P 1 P ] g g P PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with 6).Double u floor joists under walls that run parallel to the floor joist and under bathtub. 1).Al!water supply,drainage and venting to be installed as per N.Y.S.Residential Floors to have ceramic the installed shall be verified for proper load rapacity unless noted Construction Code. GYPSUM7" O.C.EDGE G>0,49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. Uj on plans. WALLBOARD 5d COOLER 10"O.0.FIELD 7)-Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. C) >Q Z other access openings unless otherwise noted FLOOR SHEATHING: O (typical). NOTE: 3).if watt studs,plates or joists are cut out during installation for any plumbing related work, NAiL NAiL � Y provide adequate bracing and fates to protect and secure the structure.Vert with the JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY �j Q 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Verify QTY- SPACING = U where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 9j.Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists Y HVAC SYSTEM NOTES 1"OR LESS 8d COMNO 12"O.C.FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. + U under all bearing walls- 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 3 .INSTALL 1-Co2 DETECTOR 1N ADDITION TO SMOKE ALARMS PER FLOOR. < requirements. ) 10),Provide insulation baffles at eave vents between rafters.Install draft blocking as needed. THESE NOTES ARE ONLY TO BE RETRRED TO iF Section .8-iR602FIREBLOCKiNG REQUIRED 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Tr 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. V 1 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. plywood subfloor Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech 1 G shear capacities,nailing requirement for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor •Ii" q *E..,:, adhered with Pl400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alterrate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 ' over subfloor as per manufacture's instructions, feet. Batts or blankets of mineral or lass fiber shalt be allowed as fireblockin In walls constructed such as shear plates,shall be used to naintain load path. g g� 1).All electrical to be installed as per N.Y.S.Residential Construction Code. d ,� usingparallel rows of studs or staggered studs. P gg 13),All bathroom walls to have 1/2"thick moisture-resistant sheetrod<.Garage walls and fy,i�; w:I,• ,�';��,• t ceilings and over furnace to have 5/8'thick a-x sheetrock.All other arts of building 2).All electrical work shall be approved a qualified Underwriter- 2).When wall sheathing is continuous over connected • �;, . .�' g h P P g PP by 9 to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, DRAWN: MH/MS 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tol-16d nail per foot drop ceilings and cove ceilings- SCALE: 1/4"=1'-0" 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. � {t�r"'^�1��r� k� approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 3)-In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces , 30B#: torch down type material over. under stairs shall comply with Section 8314.8,N.Y.S.Residential Code. February 04,2013 }l ' SHEET NUMBER: 4.At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 76.All sill Tates and wood in contact with concrete to be pressure treated.Sill tales to ) P P g P g be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. flame and products of combustion. 5).For the fireblocking of chimneys and fireplaces,refer to Section 81001.16.N.Y.S.Residential Code. 11® PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHAM NOTIFY ARCHITECT OF ANY DISCREPANCIES BEil'VEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. COh^RACTOR SHALL VERIFY ALL A14 GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK, ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C cf 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 0 N � � N x Z w d 0 III U ------------- W �- z Q 77777777777777777777777f : T77777777 I = I I � TBD I I � --- 0 FOUNDATION PLAN / C Q z SCALE: 1/4" = 1' Q Y Y � Q ��U N V1 4•+ "''�" ,i��y ., DRAWN: MH IMS SCALE: 1/4"=I'-0" •"Ya< ,c. JOB#: February 04,2013 SHEET NUMBER: PAINTERT PRIME A PAINT ., • Ri E N� ANT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK COMKACTOR SHALL VERIFY ALL GENERAL GCNT+zAGTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT lN5PECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS ATJOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUSH ELECTRIC,PLUMEIING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE G of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS D uc N H � ❑� -•- o BATH 0 Q I II No. l I -------- v e, U ILITY ROOM EXISTING LI NG ]PIC) M' EXISTING KITCHEN R , TSD � -(�' \ � LAUNDRY Jill PROVIDE ELECTRIC Z ---------------� - — - ° ROOM II .I TO GARAGE dt U1 a - �. I I w _ I --------------- R � OFFICE / DEN � F- ' Iw\\ 7S' �?C !ea" ---------- ------------- --NEW ENTIRYI - ------------ I I --------- c) I I , Z wO1 7 WALK-IN CLOSET • EXI TING DINING R06M i Ila -- COVERED PORCH OUTDOOR LIGHTING > } --------------' , 0 az Y , I QU ------------------------------------- ' QST. FLOOR PLAN N � � „ ---------------------------------�m--------N , § r SCALE; 1/4" = 1' ------------------------------------------- - ' V1 •/��'lr'�I�l� Al q/F�M�r','i DRAWN: MH!MS '44SCALE: 1/4"=1'-0" JOB tY: February 04,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR SHALL NOTTY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK, COMACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OUNER5 FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RE5PON51BLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUfPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCIMENT OR CONTINUATION OF WORr, ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C OF 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS �S© oc3 E:l 77 O N Al N C K 7 w WALK-IN CLOSET I U •------- ---- cn o. , ,I I •H ----------------------- ♦\ ' I II , v -- -- ------ ' I II , -------------------- ---------------- ------------- ----------- --___ _ __'-- , � • �.�--�-- R � �, ' / ATH No. 2 .� .� -- _ - - --- -- - � Lour �-------.•-------/ /. ;------- � \ � w ---------------- l v v MASTER BEDOOM }R ------------------------------------- ---- ---- - ' ��)I�' ------------------- ------------- ------ -------------- ------------ -----r-r l �--------�----- / o \ CLOSET BEDRXOMNo. 2 -------------nlA I l O lit I ' � T I , � r � � ♦ f , ' '� ►1 , I I I 2N ®. FLOOR PLAN SCALE: 1/4" = 1' ui •-------------------------------- p Q z < Y QU S Y � N U � LO A ��U N V1 .W 4", ,e �.e; .s;A ;,:;•., DRAWN: MH MS SCALE: 1/4"=V-0" JOB#: February 04,2013 STTELT NUMBER: s PAINTER TO PRIME AND PAINT ALL DNR EDGES TO MAINTAINCONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEKENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. oCj ryo SURVEY OF PROPERTY P SI T UA TE • q� Oy 2 ��'p i J ham. MATTITUCK Ik,°2 TOWN OF SOUTHOLD s SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 139 -02-03 SCALE 1 "= 10' C�l MAY 16, 2007 APPROVED BY �4)' s JANUARY 20, 2010 UPDATE SURVEY 17 MARCH 9, 2011 ADDED PROPOSED ADDITIONS BOARD OF TRUSTEES '�_ �s), '6r� APRIL 12, 2011 REVISED MAP U \ /' TOWN OF SOUTHOLD AO,, �''o OCTOBER 24, 2011 ADDED DISTANCE TO PROPERTY TO THE SOUTH /k k �41 Fo DECEMBER 6, 2011 REVISE PROPOSED SEPTIC SYSTEM DATE AV4a, Fq oFo,1 APRIL 30, 2012 ADD NOTE FOR HOUSE TO BE RAISED 16" \ I Cq�� MAY 10, 2012 REVISE NOTES TOTAL AREA = 7,280 sq. ft. �� I' Qy� (TO TIE LINE) 0.167 CIC. P�`�� ��� °o UPLAND AREA = 7,141 sq. ft. /�•a WETLANDS AREA = 139 sq. ft.� Tr�'� r o lO �� FCFw'ri''E' Off` v`` \� ��r'oti .�`` / �.y��, eco` 't'cc � � • A� 00 \, o v ° sl , xW 4 0 EXISTING ISTIN G LOT COVERAGE OVER.2 , L, �. fi° >` :: ::: UPLAND AREA (7, 141 sq f t.I., o 0 o P � � DESCRIPTION % LO T COVERAGE:...... 0 F . o T T d ;:::;;:;:::. Qjt'`Q EXIST. HOUSE 1 ,079 sq. ft. 15.1 Fs/ t: : � r: : ':; .... s v EXIST. WOOD DECK 228 sq. ft. 3.2/. 0 :..o F o d T ss . 9' � ti EXIST. GARAGE 0 4i 373 s ft. 5.2/ .................. , ....................... .... q• ................. oS o,�:v: TOTAL EXIST. 1,680 sq. ft. 23.5/ : ...; o ..s � Fd r .r1:i:`iio PROPOSED LOT CO VERA GE OVER `` ��• :. o T dd oo :;:::;:;: ��:::: »::::,'::;::,.':>>'::::. "� I UPLAND AREA7 141 ( sq. ft.) ....... .......... ....... . ........ DESCRIPTION AREA / LOT COVERAGE�� ;:::::: .:::::.. PROP 0 .... .. .. o of \ ' USE 1 ,267 sq. ft. 17.8/ . ...:.. . . .;.:::...:.>.:::.: .:.•:;.;.:..:.;.;>.:NOTES. : . . :.:... : .:::.:.::......:...:... \ PROP. PORCH 60 sq. ft. 0.8/ 1 . ELEVATIONS ARE REFERENCED TO 1988 N.A.V.D. DATUMS G EXIST. GARAGE 373 , . ...:.:.f. o - .... J � S PO s q f t.EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 : ...... :. :•O : TOTAL PROPOSED 1 700 sq ft.: 23.8/2. FLO0DZONEINFORMAT10NTAK N FROM: RN FLOOD INSURANCE RATE MAP No. 3610300481H 1 m ZONE AE: BASE FLOOD ELEVATIONS DETERMINED fST\ oL€ I �:::.. S ....... ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. `- F",.° '`" �Y,9j• O 0 G, b° R h 3. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND _:_, �.::':':':: �� R"��P �• 'o, � sF,� �, e q R / �..•:::::: Nc: F 0 o�iy X 10.2 �c ST°C'� REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. 7.6 ' s ti , I �`��� ° a EXISTING LOT COVERAGE OVER 4. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1,000 GALLONS. 14.2 �^ ° / SS> i I ,���'� ADJACENT AREA 1 TANK; 8' LONG, 4'-3" WIDE, 8'-7" DCEf' X 1 (AREA BETWEEN LANDWARD WETLANDS LANE \ / �� ° AND 1 O' CONTO UR LINE - 5, 115 15 s t. � ? � �\ 4i�• � x � 15.9 � o � � � 4' f 5. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. I / o' I o �, �� / 5 POOLS; 2' DEEP, 8' dia. I + / N "�' DESCRIPTION x�4 � J AREA / LOT COVERAGE 'e,;;>> 4.- _ �s��ae"o \ t �/ 1o.a S> �q�. X-1 s.2 ly �� ( I ° ° G�'c� EXIST. HOUSE 1 ,079 s ft. 21 .1 PROPOSED FUTURE 50% EXPANSION POOL �'�' I , .. q Sc`so�yF `9'f' oy a`Fo°o /17 °1° c.(I- EXIST. WOOD DECK 228 sq. ft. 4.5% TOTAL EXIST. 1,307 sq. ft. 25.6% 1q' '0 o' ��9 o s F �eI PROPOSED LOT COVERAGE OVER ° ADJACENT AREA � PROPOSED 8' DIA. X 4' DEEP LEACHING POOL Q)� s �0 I�UO� `V (AREA BETWEEN LANDWARD WETLANDS LANE 4AND 10 CONTOUR LINE - 5, 115 sq. ft. 17 V PROPOSED 1 ,000 GALLON SEPTIC TANK �Q" A" y �� / R c° .8 e��G� ° ti�, b ° /� DESCRIPTION AREA % LOT COVERAGE PROP. HOUSE 1 ,267 sq. ft. 24.8/ qr ° 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD , � '�� ° °. .v °. s� �� � PROP. PORCH 60 sq. ft. 1 .2% OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. V, 40 �/ / O� �❑ ° .. .�• v a ° 1 U� o / TOTAL PROPOSED 1 ,327 sq. ft. 26.0% rn� c :I CONC. BLOC \i Y/ / / PATH IN DIRT I ,1y °/, " ' °° 0 d DRAINAGE SYSTEM CALCULATIONS: ROCK1 / // v ° HOUSE ROOF AREA: 1 ,32-' sq. ft. PLANTER Q / 14.1 k/. �S , / ° 1 ,327 sq. ft. X 0.17 = 226 cu. ft. ./ I 226 cu. ft. / 42.2 = 6 vertical ft. of 8' dia. leaching pool required oN PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS / t cV / x o s GARAGE ROOF AREA: 373 sq. ft. 373 sq. ft. X 0.17 = 64 cu. ft. � f 'O �c°c. 1s.s � os' / �`"� • 64 cu. ft. / 42.2 = 2 vertical ft. of 8' dia. leaching pool required 0, A�tia 1x_ PROVIDE (1) 8' dia. X 2' high STORM DRAIN POOL .::':..�'.;.. O PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: TEST HOLE DATA t :::::.: (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 30, 2007) EL. 5.9' 0' 217.6� PROPOSED SEPTIC SYSTEM D TAIL V o� HOUSE ° .° FBI ELEV.. 10.5' (NOT TO SCALE) #Y4 x /o1A R NGIN F UNAUTHORIZED ALTERATION OR ADDITION ° d ° AL1 Q ��\�'�P� SECTION 72 THE VIOLATION TII ONEWYORK STATE FINISHED GRADE INISti GRADE MIXED FINES, LOAM AND SAND OVE EDUCATION LAW. THIS IS ELEV. 10.0' ELEV. 10.0' - 14.0' d Q�0 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED NO 1' MIN. TOP EL. 6.7' -1' MIN. TO BE A VALID TRUE COPY. TOP EL. 8.3' Ov MIN. 4" DIA. 6" 4 E P\P� PALE BROWN FINE SAND SP i I CERTIFICATIONS INDICATED HEREON SHALL RUN SEPTIC LEACHING T 3' CLEAN EL. 1.2' ONLY TO THE PERSON FOR WHOM THE SURVEY APPROVED PIPE APPROVED PIPE _ 4.7' � IS PREPARED, AND ON HIS BEHALF TO THE INV. EL. TANK POOL � LEACHING N SAND I min. PITCH 1/4"/1' min. PITCH 1/8'/1' POOL ��p, TITLE COMPANY, GOVERNMENTAL AGENCY AND 7.8 INV. EL. 6.9' I COLLAR INV. EL. 7.3' o INV. EL. LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- 8 7.1' o. 8, K TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. o " Z L"'_ ITER THE EXISTENCE OF RIGHT OF WAYS BOT. EL. 3.7' DISTRIBUTION POOL OF BOT. EL. 5.2' GROUND WATER /F LI AND/OR EASEMENTS OF RECORD, IF 5 POOL SYSTEM N/C 1ANY, NOT SHOWN ARE NOT GUARANTEED. kj'� 1[PA� ELEV. 2.2' WATER IN PALE BROWN FINE SAND SP Q SEPTIC TANK (1 o�ICA1L,TY C PREPARED IN ACCORDANCE WITH THE MINIMUM LIAR I STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ■ LEACHI IG POOLS S FO THE L.I.USE AND APPROVED AND ADOPTED Nathan Taft Corwin "' 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 3 BEDROOM HOUSE IS 1,000 GALLONS. FOR SUCH USE BY THE NEW YORK STATE LAND 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP TITLE ASSOCIATION. 1. MINIMUM LEACHING SYSTEM FORA 1 TO 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. 11 / Q1 r�C�� *• Land Surveyor 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 5 POOLS; 2' DEEP, 8' dia. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 2. LEACHING POOLS ARE TO E CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) C-4 V- �F7�� G'r LEACHING STRUCTURES, SO ID DOMES AND/OR SLABS. c 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). �a f J �� `, +" Successor To: Stanley J. Isaksen, Jr. L.S. 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WI-H A MAX. TOLERANCE OF t1/4") 4. A 10' min. DISTANCE BET EN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. II ;�. Joseph A. Ingegno L.S. ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BET EEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. s 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND 'HOUSE SHALL BE MAINTAINED. •q - .::�j„� - Title Surveys - Subdivisions - Site Plans - Construction Layout ..» -, PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS P.O. Box 6 �°� N.Y.S. Lic. No. 50467 1586 Main Road 1 Jamesport, New York 11947 Jamesport, New York 11947 27-142D 0 ry Zo' m�m SURVEY OF PROPERTY ° C, SI T UA TE y2 MATTITUCK R9,�p 3SQ °2J TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK s S.C. TAX No. 1000- 139 -02-03 oc� SCALE 1 "= 10' /4 MAY 16, 2007 C�v / JANUARY 20 2010 UPDATE SURVEY MARCH 9, 20112ADD1D PRRO OSDED AADDITIONS APRI1,0 TOTAL AREA = 7,280 sq. ft. 4 .I, \A \� \ ', O� FpOF (TO TIE LINE) 0.167 aC. UPLAND AREA = 7,141 sq. ft. WETLANDS AREA 139 sq. ft. ONj[/ AO 3 � 1 <v /0 0 EXISTING LOT COVERAGE OVER _ 4 ` ':: X UPLAND AREA (7, 141 sq. ft.) ..:'.:: ` ::::: : :'`::: A \fir° I ° :: ...:.:.::i: `. ::::vi. . :r::: I w CN) I �\ o �� Fos° o N DESCRIPTION AREA % LOT COVERAGE .. N \ \ I EXIST. HOUSE 1 ,079 sq. ft. 15.1 7 . �. !,D,o5. : ... .... .. . a° i EXIST. WOOD DECK ...... . .. .. 228 sq. ft. 3.2% ................ . .. . :. ... ..... o EXIST. GARAGE 373 sq. ft. 5.2% s� I TOTAL EXIST. 1 ,680 sq. ft. 23.5% . Ab "' :�S \ X ,1. PROPOSED LOT CO VERA GE OVER .::...... ...:::......:.::.. . ..................... st0,, 1J O�C " .......:..... . Cy�if'I►Apo \ UPLAND AREA (7, 141 s t. CIA A P 4 +, ...T o......... /'' <,�p �� DESCRIPTION AREA % LOT COVERAGE ,� P \ �^ PROP. HOUSE 1 ,267 sq. ft. 17.8% o .S 'Lr � � � e PROP. PORCH 60 s ft. 0.8% i q. ... :. Q 0 ry �X / j EXIST. GARAGE 373 s . ft. 5.2/ J \ 1 G q :v 0 I r k � R o r F J -F G T i 6 S O O C O 0 o r P TOTAL PR FP°° OF tic 4j• /r 0 RAE/ I PROPOSED 1 ,700 sq. ft. 23.8/ o �E y. '.: NOTES: X \".r...'...TEST1',H CE':.: '''.:.':'.''.. G0 F�is <Y \ o 1 . ELEVATIONS ARE REFERENCED TO 1988 N.A.V.D. DATUM 'y .: .' ',.:'.... . ' ,.: : I s' / o� ro rIlk EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 ovER CQ ° °c 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO481 H ``q� 7.6 70.8 EXISTING LOT COVERAGE OVER ZONE AE: BASE= FLOOD ELEVATIONS DETERMINED Fc� G� 1 'SSS iD 1 8 J�v� �' o ADJACENT AREA 1 F ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. / - '� �" �r�otiP ,/, GPe�a •� I o ° (AREA BETWEEN LANDWARD WETLAND cF \ h X1 .6E\ W Oo �X o � AND 10' CON7'OUR LINE - 5, 115 s t 3. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND / I \ ^ti. 9 o\ o L� q f ) REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. ,�� \ G F s / {� z o?� I �<Fd N M I <" DESCRIPTION AREA / LOT COVERAGE `O I d o o 1 Ges �-A G 4. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1 ,200 GALLONS. '� �' r F J 9T? ,f, l�'S,; 1 / 1a.a S� °J. X� � c� � ° � EXIST. HOUSE 1 ,079 sq. ft. 21 .1 1 TANK; 8 DIA. 4 LIQUID DEPTH 6s00, 5. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. !, \�`2f'�' F"oF�°rFssoo \ �y,c, 2'oIV I C. EXIST. WOOD DECK 228 sq. ft. 4.5% 6 POOLS; 2' DEEP Ai <:8' dia. sFs J c °FO ° 'Qq cq �y <!,,y r.��, y�M�F� �� '` '� I `� �F` 'o of TOTAL EXIST. 1 ,307 sq. ft. 25.6% ✓. \ ��o c c ° W ° �� PROPOSED EXPANSION POOL �T�R �'y %: - �� cF ° PROPOSED LOT COVERAGE OVER , ADJACENT AREA'j (AREA BETWEEN LANDWARD WE TLANDS LANE � � ti0 N AND 10 CONTOUR LINE - 5, 115 sq. ft.) 05 c° 41- DESCRIPTION AREA % LOT COVERAGE PROPOSED LEACHING POOL ,r PROP. HOUSE 1 267 sq. ft. 24.8% s� ! PROP. PORCH 60 sq. ft. 1 .2% � TOTAL PROPOSED 1 ,327 s ft. 26.0% PROPOSED SEPTIC TANK13.9 q TEST HOLE DA TA / l o ° � 6. THE LOCATION OF' WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD / / ti � ° ° j OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 30, 2007) / PLANTER ROCK 16.D �� ` O ° EL. 5.9' 0' / / 14.1 / / ./ o I ° SP PROVED BY ° e X BOARD OF TRUSTEE S MIXED FINES, LOAM AND SAND I TOWN OF SOUTHOLD O (, O ° � A �p /X 16.5 ° DATE A 4- PALE BROWN FINE SAND SP / EL. 1.2' ° 4.7' 20 17 0 I F BI OP #4' / ° X �PGAR�G�P�FR U NRIZED ATERTION OR AD AUTHOTHIS SURVEY LS AA VIOLATION DITION ALI O�F� ��G SECTION 7209 OF THE NEW YORK STATE PROPOSED SEPTIC SYSTEM DETAIL I WATER IN PALE BROWN FINE SAND SP ° qva EDUCATION LAW. HOUSE (NOT TO SCALE) ° ' ° �S�S COPIES OF THIS SURVEY MAP NOT BEARING ELEV. .1' THE LAND SURVEYOR'S INKED SEAL OR FINELEISED VH FINISH 10.0 RADE E . 8. 0' - 13 0' EO P QE TO BBE SA DVAL DLTRUELCOPYT BE CONSIDERED CERTIFICATIONS INDICATED HEREON SHALL RUN TOP EL. 8.3' 1' MIN. TOP EL. 7.0' -1 MIN. 11' ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE MIN. 4" DIA. TITLE COMPANY, GOVERNMENTAL AGENCY AND SEPTIC LEACHING T /-3' CLEAN LENDING INSTITUTION LISTED HEREON, AND APPROVED PIPE TANK APPROVED P;PE LEACHING r, / SANO INV. EL. min. PITCH 1/4"/1' min. PITCH 1/8"/1' POOL a; POOL COLLAR TUTON. CERTIFICATIONS ARE NOTTO THE ASSIGNEES OF THE DING INSTI- TRAN TRANSFERABLE. 7,8' INV. EL. 6.2' 11 INV. EL. 7.5' INV. EL. 7.0' THE EXISTENCE OF RIGHT OF WAYS 8'-►{ ANDOR DISTRIBUTION POOL BOT. EL. 4.5' GROUND WATER /OIFE LI �`� ANY/NOTE SHOWN TAR�FNOTCGUARANTEED. BOT. EL. 3.7 6 POOL SYSTEM ELEV. 1.2' DRAINAGE SYSTEM CALCULATIONS: & i COpA SEPTIC TANK 1 ROOF AREA: 1 ,327 sq. ft. T`I q• 11I0� BILI PREPARED DS I FOR TITLE WITH ,327 S ft. x °•' 7 = 226 cu. ft. Nathan Taft Corwin III LEACHING POOLS (6) / LIP BY THE L.LA.L.S. AND APPRO '1� AQQQED �� 1. MINIMUM SEPTIC TANK CAPACITIES FORA 4 BEDROOM HOUSE IS 1,200 GALLONS. s 1 TANK; B' DIA. 4' LIQUID DEPTH 226 cu. ft. / 42.2 = 6 vertical ft. Of 8 dia. leaching pool required / FOR SUCH USE BY THE NE YOR SATE 1. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOU3E IS 300 sq ft SIDEWALL AREA. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 6 POOLS; 2' DEEP, 8' dia. TITLE ASSOCIATION. J� 3. WALL THICKNESS SHALL BE A MINIMUM OF' 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". PROVIDE (3) 8 dia. X 2 high STORM DRAIN POOLS Land Surveyor ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRE.AST REINFORCED CONCRETE (OR EQUAL) /.�' `C ry y LEACHING STRUCTURES, SOLID DOMES AND/OR SLAB . a' J 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED C NCRETE (OR EQUAL). 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AN WATER LINE SHALL BE MAINTAINED. PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOL AND SEPTIC TANK SHALL BE MAINTAINED. P 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. a Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys - Subdivisions - Site Plans - Construction Layout i PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS N.Y.S. Lic. No. 50467 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 27-142C ry0 �m SURVEY OF PROPERTY o W� SI T UA TE P � MATTITUCK o=yJ TOWN OF SOUTHOLD 0 SUFFOLK COUNTY NEW YORK iso S.C. TAX No. 1000- 139 -02-03 _ SCALE 1 »- 10, �, MAY 16, 2007 � s JANUARY 20, 2010 UPDATE SURVEY �"'Y ILI MARCH 9, 2011 ADDED PROPOSED ADDITIONS APRIL 12, 2011 REVISED MAP OCTOBER 24, 2011 ADDED DISTANCE TO PROPERTY TO THE SOUTH °s T DECEMBER 6, I � Q ,� �� 2011 REVISE PROPOSED SEPTIC SYSTEM 0 01-1 Foot APRIL 30, 2012 ADD NOTE FOR HOUSE TO BE RAISED 16" MAY 10, 2012 REVISE NOTES EPTE-MB R 18, 2012 CORRECTED SEPTIC SYSTEM DETAIL NOTES , TOTAL AREA = 7 280 sq. ft. TO TIE UNE 0.1 67 ac. v °NTFo �q� �otio E-2 i ll UPLAND AREA = 7,141 s ft. F � q. o�� Ti� To to e F � % -4 oIT To" VnnROM WETLANDS AREA = 139 sq. ft. � ) FOF�iTyF ST � �/ TAT% \�� / / '4" eO�op \/ � }� d '� 4, �s � 00 y' .e EXISTING LOT COVERAGE OVER O� Jy L'y I w x Tri,/^c / �lJ (�� Q s. %y a W V 7 ? UPLAND AREA (7, 141 s t. 0 �SFr� FpS oL o.... o n, DESCRIPTION AREA % LOT COVERAGE �oG�F o '>:......:;:.'::::;::;;:::. T �� lob :I ? :.:i.::::::: <os�+i sF";:: >:.;:ii::;:. Y- s'' •� EXIST. HOUSE 1 ,079 sq. ft. 15.1 eF s� ":.::...:::.: ::::........:.. ? EXIST. WOOD DECK ;> ;:::::`::;:;::;:... s �q:.;:: :`I:::;:... P 228 s ft. 3.2% \.....:.......... .................... q ....... ............... 4� / T o p EXIST. GARAGE :::•;:::::::;;::;;:;�:'::::::::':;::::::: :::::::::•:::::;';:::::::•.... � 373 s ft. s q 52 r o 'V �i ........: ..::,. IV \ TOTAL EXIST. 1,680 sq. ft. 23.5/ r r \ (� s opo o' ;::::;<.. :..::.........:.. , rP Pic` ;: t; O PROPOSED LOT COVERAGE OVER o r 't... .....:.::::.:... ......... .. UPLAND AREA (7, 141 sq. ft. LJ/ no r ..rpr o J':::•:;::::::;::;::;;':::::;•:' \ l\ DESCRIPTION AREA `e L �. �:•. p. OT COVERAGE .... .. .... , '::::: ';: :.:........... :.;; :1:1::1::::: .� Cn O A .s ............. }�m `eR 1 ,267 sq. ft. 17.8/ . HOUSE ... ... r :.:...... .................. .. ..::;; ::: ...>: .... PROP. PORCH »?> �c� .0�:1>;»::;:: ::.. ; ` 60 s q. f t. 0.8 NOTES. ;:::: ::� >:::: : :::1:1>>: ,::;;::: :' : :; ::•;:;: F :::::::::::::: x �, o ,y ::::::.::..: \ / EXIST. GARAGE 37 / .... \ 3 s . ft. 5.2/ :: -::.::.::.:: .::::..-.:.::::.... ....................... q a'o F 1 . ELEVATIONS + ARE REFERENCED TO 1 C 988 N. .V � E A .D. DATUM ...............:....: .... :::::.::.::.........:..::.:... ........................... \R . e .10 rs 0::: :,:•:: O O �L G EXISTING ELEVATIONS ARE SHOW • to.o F `�o r, c� = FSO TOTAL PROPOSED 1 ° N THUS. :''1:::::... ' aro h o \� ,700 s ft. 23.8/ .... ...... aFP o F�,� P iy \ _ o r; oJ�R q 2. FLOOD ZONE (INFORMATION TAKEN FROM: \\ ........ FOs�'°�° w' a TSA rn O G x FO F FLOOD IN � SURA,NCE RATE M R T AP No. 36103C04 ., 81H 0 0 T F 1 ST1 OLt............ �G. \Q\�• kisT r\ v. ZONE AE: BASE F ELEVATIONS I ` < `i;. :1;.;1:;`:....:1:1:1::':`` FLOOD ELE A S DETERMINED \ : . . .....:. . �'.•'�.': s :.::..::.::.:. ...: . : ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. `- \Ftir° r rFR 'y, :.,�: :.`.. : coli w,l,�•p �. O, sF,p� HFgD 3. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND `'ti x 10.2 let sT c,� �qFs o ° REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. 1� 76 �� ,os AAs ��y� a EXISTING LOT COVERAGE OVER • -C �, �S �� � �^ � ADJACENT AREA 4. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1 ,000 GALLONS. / / Aooti �e642 S J I J o o (AREA BETWEEN LANDWARD WETLANDS LANE 1 TANK; 8 LONG, 4'-3" WIDE, 6'-7" DEEP / �� �r� / �\ X o ° x, 15.9 I o i� Co �L AND 10' L ONTO UR LINE - 5, 115 sq. ft.) 5. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. `� I DESCRIPTION AREA % LOT COVERAGE 5 POOLS; 2' DEEP, 8' dia. ' �J� X N / 1 \ ryry ^�' �� 1�ry�0 �s�+aFti° \ 1 10.8 Ston JOJ• x15.2 kp Cb. ( o : ° G`'c�, EXIST. HOUSE 1 ,079 sq. ft. 21 .1 % PROPOSED FUTURE 50% EXPANSION POOL GSF o �ry� ti°T��,° A°° •`,p ' �o,�o "' I c�,� EXIST. WOOD DECK 228 sq. ft. 4.5% Ile [�<Z �,e<�r� r,1,� �Q "Fr , x I 'LlF• cF o TOTAL EXIST. 1 ,307 sq. ft. 25.6% 0 PROPOSED LOT COVERAGE OVER Q' q e,s / �. �9� :° ADJACENT AREA PROPOSED 8' DIA. X 2' DEEP LEACHING POOL �� �1(? M �F / cO o� J' v \U F y ��s� �F .ti P� / ° AREA BETWEEN LANDWARD WETLANDS LANE ,r,4 Q�?0 O �, \o °c��� opo. /. �/ j \ ° . . G� AND 10 CONTOUR LINE - 5, 1 15 sq. ft.) 05 ? (� �� �` / °: 4sA ^� DESCRIPTION AREA % LOT COsr RAGE PROPOSED 1,000 GALLON SEPTIC TANK PROP. HOUSE 1 ,267 sq. ft. 24.8% 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD �� ��� / ��/ / ,2.7 OQ Q v u" PROP. PORCH 60 sq. ft. 1 .2% V O / �❑ 11 � c OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. CONC. BLDG ° \ TOTAL PROPOSED 1 ,327 sq. ft. 26.0/ O PATH IN DIRT v ' DRAINAGE SYSTEM CALCULATIONS: ROCK C. ° . PLANTER p HOUSE ROOF AREA: 1 ,327 sq. ft. / 14.t MN I V. 1 ,327 sq. ft. X 0.17 = 226 cu. ft. 226 cu. ft. / 42.2 = 6 vertical ft. of 8' dia. leaching pool required PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS M/ �/CIV / x ° Fs GARAGE ROOF AREA: 373 sq. ft. b 373 sq. ft. X 0.17 = 64 cu. ft. / 3 �ro 64 cu. ft. / 42.2 = 2 vertical ft. of 8' dia. leaching pool required �00' Aipr1'ox16.5 PROVIDE 1 8 dia. X 2 high STORM DRAIN POOL .:;.T PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: :'::.:.:.:'.:;'.'..'..::;,. j TEST HOLE DA TA ; +1 (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 30, 2007) EL. 5.9' 0' 2� 17.6 / 4V PROPOSED SEPTIC SYSTEM DETAIL Rfc� o� Bl ELEV.U10.5'SE (NOT TO SCALE) d: Af 9 ° t'AGAg�G�P(FR TO THIS SURVEY LIS AA VIOLATION OF TION OR TION ° MIXED FINES, LOAM AND SAND ° L .�1F \G I SECTION 7209 OF THE NEW YORK STATE FINISHED GRADE FINISH GRADE A OQ�e EDUCATION LAW. ELEV. 10.0' ELEV. 10.0' - 14.0' e vSFS COSI S OFTHIS SURVEYORSURVEY MAP NOT SEAL ORBEARING KED TOP EL. 8.3' 1' MIN. TOP EL. 7.7 -1' MIN. ° a' FOPPO TOBBESADVALDLTRUELCOPYT BE CONSIDERED MIN. 4" DIA. 6" PALE BROWN FINE SAND SP CERTIFICATIONS INDICATED HEREON SHALL RUN SEPTIC LEACHING T 3' CLEAN EL. 1,2 : ! ONLY TO THE PERSON FOR WHOM THE SURVEY APPROVED PIPE TANK APPROVED PIPE LEACHING N a.7' IS PREPARED, AND ON HIS BEHALF TO THE INV. EL. min. PITCH 1/4"/1' min. PITCH 1/8"/1' POOL 0° POOL 1 SAND �� TITLE COMPANY, GOVERNMENTAL AGENCY AND 7.8' INV. EL. 6.9' o COLLAR LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- l TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. INV. EL. 7.3' INV. EL. � 11 7.1' D. ED THE EXISTENCE OF RIGHT OF WAYS F IIT AND/OR EASEMENTS OF RECORD, IF BOT. EL. 3.7' DISTRIBUTION5 P00 POOSTOM BOT. EL. 5.2' �GROUND WATER N/ IKF, pA�`j ANY, NOT SHOWN ARE NOT GUARANTEED. ELEV. 2.2' WATER IN PALE BROWN FINE SAND SP ,t & CO SEPTIC; TANK (1 ) 01 ICAJLI PREPARED IN ACCORDANCE WITH WE I MUMSTANDA " \ LZAg BY THERDSAFOS.TITLE AND APPY % Nathan Taft Corwin ill 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 3 BEDROOM HOUSE IS 1,000 GALLONS. LEACHING POOLS (5) FOR SUCH USE BY THE NEWOJ S�Ay �1Np �(�� ' TITLE ASSOCIATION. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. '1 1/ Land Surveyor 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 5 POOLS; 2' DEEP, 8' dia. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". 2. LEACHING POOLS ARE TO BE: CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) I Z ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 sf. p LEACHING STRUCTURES, SOLD DOMES AND/OR SLABS. � 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. m- 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE OR EQUAL . ( ) � Successor To: Stanley J. Isaksen, Jr. L.S. 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") 4. A 10' min. DISTANCE BETWEcN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 't3` r{� Joseph A. Ingegno L.S. ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. a' tt JI Title Surveys - Subdivisions - Site Plans - Construction La 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. r PHONE (631)727-2090 Fax (631)727-1' OFFICES LOCATED AT MAILING ADDRf N.Y.S. Lic. No. 50467 1586 Main Road P.O. Box Jamesport, New York 11947 Jamesport, New ° ° 0 ry co' °OGS m mz "��°�� SURVEY OF PROPERTY SITUATE 'QvyA z y, MATTITUCK s TOWN OF SOUTHOLD 4s SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 139 -02-03 SCALE 1 "= 10' C`v ! MAY 16, 2007 10* -,3.4 `S JANUARY 20, 2010 UPDATE SURVEY MARCH 9 2011 ADDED PROPOSED ADDITIONS APRIL 12, 2011 REVISED MAP k O', o,�, Fac TOTAL AREA = 7,280 sq. ft. (TO TIE LINE) 0.1 67 dc. UPLAND AREA = 7,141 sq. ft. WETLANDS AREA = 139 sq. ft. F / R3 5j G 7\ oho Ti r o l0 9 F oil- 4 IV r 0� •t� I J 0, Q W EXISTING LOT COVERAGE OVER �o U s• ': : ti z \00``Fr sTFAoo / ti I Z O UPLAND AREA (7, 141 sq. ft.) .. DESCRIPTION AREA % LOT COVERAGE 4 .. ... % EXIST. HOU o SE 1 079 s . ft. Q� 5. Fes' .::;':::::. ......'.'........ ::.......... ,..::: q 15.1 0:' o :.: :':::;'::':.':':.....:.:.. �y EXIST. WOOD DECK 228 L Po q m sq. ft. 3.2/ •. ...:.: r.":...... . . . .... . . .......... o ` ss o EXIST GARAGE 373 s . ft. 5.2% ti d q s TOTAL EXIST. 1 ,680 s ft. 23.5% ... ... .. r T j A PS \ 11. ..:....:.'.':::. . V XO,� �, . .,:• O,pC :...:.:: `.,:,:: ao::;::`.:':_.':.'.::::. :'i)r:':': : TS '::;'::':r::::::: Cy/ ,� x PROPOSED LOT COVERAGE OVER �s A14: �� :::::::T add: �ti ��o� \ \ UPLAND A F o REA 7, 141 sq. ft.) 1i .T o ':::... �..::.:.::... ..:.. :' F \ .� S\oo, 4 ST �o sem... ... DESCRIPTION . AREA % LOT COVERAGE. ...: : .. . : PROP. HO o . :: s q. f t. 17.8 8. / 1 67 ... PROP. PORCH 60 s ft. 0.8% a ,tK I � �O \ \ re F15. 15. 5.2/EXIST. GARAGE 373 sq. ft.+ G� c: o v� �...... coo F �RN�/ TOTAL PROPOSED 1 700 s ft. °�sT F�,°o �P q S r� o p�1 q 2 3.8 NOTES: /:::: : :'.:'::': ::: FFA ° o 1 . ELEVATIONS ARE REFERENCED TO 1988 N.A.V.D. DATUM " o' ex'sr lv :... 01 "o l// 1 TO ....... .....: ti �EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 .. . F 2. FLOOD ZONE INFORMATION TAKEN FROM: qp FLOOD INSURANCE RATE MAP No. 36103CO481H /CF v v° o bResy �O Qo ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 76 �s s �1 \ 1s.81ti`�� �, EXISTING LOT COVERAGE OVER c \ I� .;.. SS Jec' `� ADJACENT AREA LUNE X: AREAS UE EKMINED TO UE Olff SIDE THE 0.2% / - Fir�4 P°� 1 AREA BETWEEN ANNUAL CHANCE FLOODPLAIN. �q \ I ,, °P�° '�S X " o ° ( LANDWARD WETLANDS LANE 3. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND ✓ X o ° AND 10' C'ONT'OUR LINE - 5, 115 sq. ft. t REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. ~ \ r�Po<s\ °� o DESCRIPTION ry° Q�� \�tiF I NN M I 2 ° TION AREA % LOT COVERAGE {,5 c to 4.J4, JC 4 4. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1 ,200 GALLONS. c 1 TANK; 8' DIA. 4' LIQUID DEPTH 9?T 'o+'sr 10.8 i 7 Xmay% rsFF"c ' ,s.2 � I voma°. I a EXIST. HOUSE � °F p1 ,079 5. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. _ e ` EXIST. WOOD DECK 228 sq. ft. 4.5% ! 6 POOLS; 2' DEEP, 8' dia. /' i ��9 °ti ° c�2 F Q SFS A e��li �� r/L J n cyiMNFr �O °o ' do 4- LTOTAL EXIST. 1 ,307 sq. ft. 25.6% v ° PROPOSED EXPANSIQN POOL c�9TF STO,Q Cq�Q PROPOSED LOT COVERAGE OVER ADJACENT AREA /� SF h'p o� ;`: I ��� ,ti Pte° a (AREA BETWEEN LANDWARD WETLANDS LANE �- \ 8 p AND 10' CONTOUR LINE - 5, 1 15 s t. q f ) / PROPOSED LEACHING POOLs� / I /`, q I °°a,° zoo l C� qSA DESCRIPTION AREA % LOT COVERAGE yy PROP. HOUSE 1 ,267 sq. ft. 24.8% / I/•� 7 \ /O p ° o o iP PROPOSED SEPTIC TANK 1� / ' C�❑ ❑ ° '' o o Z, I PROP. PORCH 60 sq. ft. 1 .2% / \ 13.9 bpv. . o° o� TOTAL PROPOSED 1 ,327 sq. ft. 26.0% 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD TEST HOLE-DA TA / ti o OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 30, 2007) - ti PROcK LANTER 16.00 I EL. 5.9' 01 / / � II I I I O / % .°v� ° o O`OP'S• j .v •wry / / /I (1 V V X � e d7b! o' e MIXED FINES, LOAM AND SAND � 2 J � I •O (AOLiL /X16 4' lotc 'I PALE BROWN FINE SAND SPAS PM TV#n ' �J I AN{� grO OF EL. 1.2' a.7' PERMITIdO. -YL d-��j28��00t7O� DATE o moo' 17.6 , oIRA�I PROPOSED SEPTIC SYSTEM DETAIL �'����V�C�P��R UNAUTHORIZED ALTERATION ADDITION TO THIS SURVEY IS A VIOLATION OF ° Q' OQ�g� SECTION 7209 OF THE NEW YORK STATE WATER IN PALE BROWN FINE SAND SP S HOUSE (NOT TO SCALE) EDUCATION LAW. ELEV. 9,1 v . E FINISHED GRADE FINISH GRADE °' vS COPIES OF THIS SURVEY MAP NOT BEARING ELEV. 10.0' ELEV. 8.0' - 13.0' I NQ j THE LAND SURVEYOR'S INKED SEAL OR FOV EMBOSSED SEAL SHALL NOT BE CONSIDERED PSP TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN 1MIN. TOP EL. 7.0 TOP EL. 8.3' ' ' �-11 MIN. 11' MIN. 4" DIA. ONLY TO THE PERSON FOR WHOM THE SURVEY f1" IS PREPARED, AND ON HIS BEHALF TO THE SEPTIC TITLE COMPANY, GOVERNMENTAL AGENCY AND APPROVED PIPE APPROVED PIPE LEACHING T 3' CLEAN INV. EL. TANK POOL LEACHING 4 SAND nun. PITCH 1/4"/1' min. PITCH 1/8"/1 POOL 7.8' INV. EL. 6.2' j` a COLLAR � LENDING INSTITUTION LISTED HEREON, AND 1 INV. EL. 7.5' TO THE ASSIGNEES OF THE LENDING INSTI- INV. EL. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 7.0' D 1 LIITg� AND/ORSTENCE OF EASEMENTSRIGHT OF OF RECORD,AY HE DISTRIBUTION Pool of DRAINAGE SYSTEM CALCULATIONS IJ� II{EpA�`� l ANY, NOT SHOWN ARE NOT GUARANTEED. BOL EL. 3.7' 6 POOL SYSTEM BOT. EL. 4.5' GROUND2WATER SEPTIC TANK 1 i ROOF AREA: 1 ,327 sq. ft. CO 1. MINIMUM SEPTIC TANK CAPACITIES FORA 4 BEDROOM HOUSE IS 1,200 GALLONS. T ' LEACHING POOLS (61 ,327 sq. ft. X 0.17 = 226 cu. ft. / oI�ICBILI Y I PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 1 TANK; 8' DIA. 4' LIQUID DEPTH 226 cu. ft. / 42.2 = 6 vertical ft. of 8' dia. leaching pool required ST THE L.I.A.OR AND APPROVED AND ADOPTED 1. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOI,'�E IS 300 sq ft SIDEWALL AREA. g P q L ! Nathan Taft Corwin i FOR SUCH USE BY THE N K ND 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 6 POOLS; 2' DEEP, 8' dia. ' TITLE ASSOCIATION. ()� 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". 2, LEACHING POOLS ARE TO BE CONSTRUCTED OF PREFAST REINFORCED CONCRETE (OR EQUAL) PROVIDE (3) 8 dia. X 2 high STORM DRAIN POOLS ALL WALLS, BOTTOM AND TOP SHALL T THE REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. �� Land Surveyor 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). ,NIAF o� a or 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. Successor To: Stanley J. Isoksen, Jr. L.S. Joseph A. Ingegno L.S. f Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS "�Y[J IN Lic. No. 50467 1586 Main Road P.O. Box 16 Jomesport, New York 11947 Jamesport, New York 11947 7^^>_1 A I r>;SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY / OFFICE OF WASTEWATER MANAGEMENT _Halthe ,De artment Ref.No: r p , YrAP.HANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (6`31`)''852=57,0O;OAHealthWWM@suffolkcountyny.gov �, 1. - 05 , ,t,� /. AP-PL=IC;ATION TO UP MATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND j SWATE SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING 4r, REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS Ct `PLASI COMPLE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. i „_, yCU1Trt`FQMt'; );I1RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-11-0050 r Tax Map No.: District Section Block Lot 11000 1139 102 103 ;�w' ,,,�., wz."a,? ;�.�° sty %�rz•°,fie. „�"` '�9t; R°;�.t; ,."�rz``+"^a.r�;��.� ��r" ,�`�:< r�::;^t;_a$< ,.�>.<,<�','', .��:..``<'k<,�., I ' ;'z�, f%>.. �r�".a ,�`r �'�'r �,�.�`�;., ,ye'. ,�.<,�,,,�r''a7'�'�;..�A'�'a%,:mF:�,a.<,'°.`i:y..3,i•t `a��<-SchU�Rof°C0nh[tz--w^;,i+""�'H��,<���p*�s,�i'"*��.,.a„�£".,-,.;�`E�.;<;�=,���'�,w«<5`,n..%-,aµ:,�;�-;..�v,.9'rUa�>:"g£":c.=.tz'%;�a`;a`Y.�',-„M3.:te.,rE"r���,..�,,:�"�,�.�'.��;Tel#;��.-<`?�i� t1n}re��'1"•6" 7,$�-.,zsa=�"_;,�kr:;r:��x,,.3',`,$-2>'<.�1•'"o-`''.”<z {I ?z- S„5�`- "x.�:ucj<i ;✓.ks`i�. a,..�"gr'�=' '`°s,.,k,�`< >t,Yss:.t',.ori1-"•=1,an'�9<"'s5�#:2:+'.;aXY:Ck P' ' K .r;'�^r?'^,:"�'4S,' �?:�E•1x _. 77 Q.652 - =t'SS:;' •��,.�`a�><:§;'re'{,:,?�Y`a �"��ara�-^.:nA" r,�cx_..�.'�,•, �,�<�x:{i•-, r -a,..�,.a . - ", ,"1,' -. � � - ,. " I �" `` ♦'y AMY� ,Z�} wL;i�3� ",g'F�n xw. .alt?f-t �' �4'.•" :'Eiail''Addre��sC� s�7la" o; to}�a1l � n<et�,, `� O,2�ts1!-•F9•>''rF, Name of Current Agent: Michael A. Kimack Tel#: (631) 727 - 2103 Mailing Address: 321 Riverside Drive, Riverhead, N.Y. 11901 Email Address: mkimack2@verizon.net DATE OF ORIGINAL APPROVAL: 1/3/2012 *If more than 6 years old and SCDHS site inspections have not been erformed,a new application will be required FOCI% FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: IT 7ei#: ( ) - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's _ Architect/Engineer/Surveyor: Tel#: ) I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: FOR ALL RENEWALS AND TRANSFERS Application is hereby made to [ ] TRANSFER, [ RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein are true and correct,and that all work shall be done in accordance with all applicable Town, County,State-and Federal Laws. "Any false statement made herein is punishable as a misdemeanor pursuant to S210.45 of New York State Penal Law." Signature of Current Applicant/Agent Date • Jan. 26,2016 Print Name of Current Applicant/Agent Title Michael A. Kimack Agent DEPARTMENT VUSE ONLY Emit is�rarisferre Rert wec ntil r Numb;er;of Bhclrooms'yAppToved )S i griatuY of Depfinenf epre§'entative` —VJ WNI=r04i ev. 9272�-