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HomeMy WebLinkAbout37495-Z ��g�FfOt,�co Town of Southold Annex 4/2/2013 ��o riy P.O.Box 1179 cm 54375 Main Road co Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36188 Date: 4/2/2013 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1665 Mill Creek Dr, Southold, SCTM#: 473889 Sec/Block/Lot: 51.-6-31.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/6/2012 pursuant to which Building Permit No. 37495 dated 9/6/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: addition and alteration to an existing accessory garage(to remain unheated and nonhabitable)as applied for per ZBA #6569, dated 6/21/12. The certificate is issued to Willse;James&Willse, Sharon Stack (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37495 2/26/13 PLUMBERS CERTIFICATION DATED Auth ' ed Signat `ram TOWN OF SOUTHOLD O�ofFO(,(co� BUILDING DEPARTMENT w TOWN CLERK'S OFFICE "� • SOUTHOLD NY BUILDING. PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37495 Date: 9/6/2012 Permission-is hereby granted to: Willse, James &Willse, Sharon Stack PO BOX 308 Mendham, NJ 07945 To: construct a nonhabitable addition and alteration to a accessory garage per ZBA decision #6569 and Trustees approval. At premises located at: 1665 Mill Creek Dr, Southold SCTM # 473889 Sec/Block/Lot# 51.-6-31.4 Pursuant to application dated 3/6/2012 and approved by the Building Inspector. To expire on 3/8/2014. Fees: ALTERATION OF ACCESSORY BUILDINGS $470.00 CO -ACCESSORY BUILDING $50.00 Total: $520.00 Building Inspector Town Hall Annex p�aSu�FOC�cOG� Telephone(631) 765-1802 54375 Main Road c Fax(631) 765-9502 cm z P.O. Box 1179 0 "� Southold, NY 11971-0959 y�j�! �•ap�� roger.richertCcDtown.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: James W illse Address: 1665 Mill Creek Dr City:Southold St: NY Zip: 11971 Building Permit* 37495 Section: rj 1 Block: 6 Lot: 31.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-me SITE DETAILS Office Use Only Residential x Indoor x Basement Service Only Commerical Outdoor x 1st Floor Pool New Renovation x 2nd Floor Hot Tub Addition x Survey Attic Garage x INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 8 Twist Lock Exit Fixtures 11 TVSS Other Equipment: Notes: Inspector Signature: Date: Feb 26 2013 Electrical Certificate.xls fiF SO�Tyo N � TOWN OF .SOUTHOLD BUILDING DEPT. . 765-1802 NSPECTION . ' [ . �OUNJDATIOIWIST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� INSPECTOR OE SO(/T�,o� 7ff, o�yc0� TOWN .OF SOUTHOLD BUILDING DEPT. 765-1802 1 PECTION . [ ] FOUND ION 1ST [ } ROUGH PLBG. [ ] F NDATION 2ND . [ ] INSULATION [ RAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECT R (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS. G A ` S" DATE � � INSPECTOR pF SO(/T�o� -- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION .. . [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 1 Z� INSPECTOR ' OF SOpl�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION i ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ' DATE -INSPECTOR .2f--�f �,,�, -7 LL Joseph Kollen Enterprises, Inc. Licensed&Insured 1205 Tuthill Road Ext. Southold, NY 11971 631.765.1748 phone 631.765.5004 fax skmk@optonline.net jkollen5@gmail.com March 13, 2013 Attention: Southold Town Building Department Mike Verity mike.verity@town.southold.ny.us I, Joseph H. Kollen Jr.,builder certify that all washers and nuts were installed properly on anchor bolts when securing sill plates on the residential job: Willse 1665 Millcreek Drive Southold,New York J ph H. Kollen Jr. �) 4 2 013 MAC 1 BIUG.Dgl. ION OF SOUI^D BOOM P WA -= �r m a ✓/ INJUL,ATION STATE ENERGY CODE :`tea - - 11 . . 11 PAN j TOWN OF SOUOLD' BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT ® Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 MAR L' 5 2012 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 BLDG. DEPT. Survey SoutholdTown.NorthFork.n t PERMI-T-1g0PLD Check Septic Form ` N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Single& Separate Storm-Water Assessment Form p Contact: rd L.CFA( '' /(_/7D2 Approved ( G,2 Maiil"too:/'F/t.5eyq � Disapproved a/c ` Zo& [14/ �l� ��ej P ine //���� l : Expiration 20LV— 6 �3/ 7�4'g Building nspector 7`�c3 APPLICATION FOR BUILDING PERMIT ` Date , 20 lQ, INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date'of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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, housiy code, and regulations, and to admit._ authorized inspectors on premises and in building for necessary inspections. ature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises HIE- J/H (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 of land on which roposed work will be done: House Number Street County Tax Map No. 1000 Section �J l -.Block. - '4°�i�li d 's'��' `=�°s'�: "Lot :5) -7- 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 c-s/a G,Alr. 5� DeTAZ4-g 6 Gr A)otg4 E b. Intended use and occupancy ADLV T/Dh1- TO EWT t P0-Ac;;.e� L4,41 G 1,161c/ �I�yCE.0 aO, 64Al2AZ4 3. Nature of work (check which applicable): New Building Addition Alterationt/ Repair Removal Demolition Other Work (Description) 4. Estimated Cost 000. C9 U 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 2 CflAG 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use> 7. Dimensions of existing structures, if any: Front i� Rear 2� �'- Depth 2p' Height /(�_' (�/' Number of Stories /. Dimensions of same structure with alterations or additions: Front 2 2 4 Rear 2� -4 Depth /D Height /Iry Number of Stories / 8. Dimensions of entire new construction: Front 22 411 Rear 22 4 1i Depth ) 0 � Le" Height /�'v �' Number of Stories 9. Size of lot: Front / 10-, 00 Rear 2ZO Depth V, rZ& 10. Date of Purchase Naive 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 NO .J Will excess fill be removed from premises? YES NO M12� pips, J 1 t-I W 1 L SG -i - M-Ev(�} t�-J onC145 14. Names of Owner of premises Address�— WK 30 Phone IN. Name of Architect P// h1 SA A177)0 Address V S hone No /o-I 2-M:S004 -Name of Contractor Addres 0,?,IG y"-�i 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 MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO� IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Mfz J I M L. LS I✓ being duly sworn, deposes and says that Nhe is the applicant (Name of individual signing contract) above named, (S)He is the 6W�r✓�i (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this 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. Sworn to before me this day of 21,/LP,/?i i aynie otary VaMle,State of New York 18018 Notary Public C6mmission Expires 0` // :, Signature-of Applicant-' .. ,r FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 14, 2012 TO: James Willse c/o Eileen Santoro 650 Vanston Rd. Cutchogue,NY 11935 Please take notice that your application dated March 5, 2012: For permit to construct an addition to an accessory garag_e at: Location of property: 1665 Mill Creek Drive, Southold,NY County Tax Map No. 1000 - Section 51 Block 6 Lot 31.4 Is returned herewith and disapproved on the following grounds: The proposed construction of an addition to the existing accessory garage on this conforming waterfront lot consisting of 59,287 sq. ft. in—the residential R-40 District is not permitted, pursuant to Article III, Section 280-15 (B), "accessory bindings; on lots 20,000—60,000 sq. ft. shall not exceed 750 square feet. Survey shows existing accessory garage at 534 sq. ft and with the proposed addition of 390 sq. ft for a total accessory garage of 924 sq. ft. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. a �\? BOARD MEMBERS OF $�U Southold Town Hall Leslie Kanes Weisman,Chairperson �� ryp 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P. Goehringer G N Town Annex/First Floor,Capital One Bank George Homing �O �� 54375 Main Road(at Youngs Avenue) Ken Schneider I� hU0 Southold,NY 11971 http://southoldtown.northfork.net �n E ZONING BOARD OF APPEAL E E 0 V TOWN OF SOUTHOLD Q Tel.(631)765-1809•Fax(631)765-906 J U N 2 6 2012 BLDG.DEPT. WN OF SOUTHOLD FINDINGS,DELIBERATIONS AND DETE MEETING OF JUNE 21,2012 ZBA FILE: 6569 NAME OF APPLICANT: James Willse SCTM#1000-51-6-31.4 PROPERTY LOCATION;1665 Mill Creek Drive(adj. to Arshamomaque Pond) Southold NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated May 11, 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: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject parcel is a conforming 59,287 sq. ft. waterfront lot in the R-40 zone. It is improved with a one and a half story dwelling and accessory garage. It has 175.00 feet of frontage on Mill Creek Drive, 259.51 feet along the northern property line, 27.4.78 feet on Arshamomaque Pond, and 260.79 feet on the southern property line as shown the survey dated 1-23-2012, revised 5-3-2012 prepared by John C. Ehlers,LS. BASIS OF APPLICATION: Request for Variance from Article III Code Section 280-15(B), based on an application for building permit and the Building Inspector's March 14, 2012 Notice of Disapproval'concerning addition to accessory garage at total square footage at more than the maximum code allowable of 750 square feet. RELIEF REQUESTED: The applicant requests a variance to construct a 390 sq. ft. addition to his accessory garage, whicfi will create a total square footage of 92. 4 sgft., where the code allows a maximum of 750 sq. ft. on lots 20,000-60,000 sq. ft. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 7, 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: • r Page 2 of 3—June 21,2012 ZBA File46569-Willse CTM: 1000-51-6-31.4 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Accessory structures are permitted in the front yard on waterfront properties. While the applicant proposes to exceed the maximum square footage allowed by code, the Board finds that by adding to the existing structure the applicant will avoid the construction an additional larger building in the front yard area. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant has the right to construct an accessory structure anywhere within the principal setbacks established by the town code Article 3- 280-15. In this case, the applicant has the right to construct at least another 750 sq.ft. accessory structure in his front yard as long as he complies with minimum setback set forth in code. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 23 % relief from the code. However, by expanding the existing garage, the applicant will avoid constructing an additional larger building in the front yard area and avoid the possible removal of mature trees. 4. Town Law §267-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. By adding to the existing building the applicant will minimize the amount of disturbance to the property including cutting down trees. All run off will be contained on site per Chapter 236 of the code. 5. Town Law V67-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 V67-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an expanded garage / storage building 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.:Y'6rk '-Towri -Law 267-B, motion was offered by Member Dinizio, seconded by Member Weisman (Chairperson), and duly carried,to GRANT, the variance as applied for, and shown on the Survey dated 1-23-2012, revised 5-3-2012 prepared by John C.:Ehlers,L.S. CONDITION: 1) The accessory structure shall remain unheated. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such .as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Page 3 of 3—June 21,2012 ZBA File#6569-Willse CTM: 1000-51-6-31.4 Vote of the Board: Ayes:Members Weisman(Chairperson),Dinizio,Schneider,Horning. This Resolution was duly adopted(4-0). Member Goehringer was absent. Leslie Kanes Weisman,Chairperson Approved for filing a /,� /2012 Jame ;F. ng,President �lof so�lyo Town Hall Annex 54375 Main Road 1 ) O l Boll Ghos r.,Vice-President O P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer G Q '� • �O Telephone(631) 765-1892 Michael.J. Domino C0U Fax(631) 765-6641 e BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 7863A Date of Receipt of Application: July 26, 2012 Applicant: James Willse SCTM#: 51-6-31.4 Project Location: 1665 Mill Creek Dr, Southold Date of Resolution/Issuance: August 22, 2012 Date of Expiration: August 22, 2014 Reviewed by: Trustee Michael Domino Project Description: To construct a 22.3' x 17.5' addition onto the landward side of the existing 26.3' x 20.3' garage. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by John C. Ehlers Land Surveyor, last dated May 3, 2012, and stamped approved on August 22, 2012. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required This is not a determination from any other agency. o� ' 7 James F. King, President Board of Trustees 04/02/2013 13:06 6317342794 EILEENSANTORA PAGE 01 James F_King,President Qf sQ(/Tyo Town Hau Annex Bob Ghosia,Jr.,Vice-president ,�O 64375 Main Road Dave Bergen P.O.Box 1179 John Bredemeyer Southold, New York 1.1971-0959 � Michael J. Dominoes Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #0845C Date: March 12, 2013 THIS CERTIFIES that the c struction of a 22.3'x 17.5' addition onto the landward side of the�26.3'x 20;3' ag_rage At 1665 Mill C eek Drive S uthold New York Suffolk County Tax Map# 5151-6-31.4 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 26, 2012 pursuant to which Trustees Administrative Permit#7863A Dated August 22, 2012,was issued and conforms to all of the requirements acid conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 22,3'x 17.5' addition onto the Ian ward side of the existin 2� 6,3,x 20.3' garage. The certificate is issued to JAM ES WILSE owner of the aforesaid property. Authorized Signature IDr Town of Southold - Chapter 236 - Stormwater Man agement �hr 47 SWPPP —Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application). % APPLICANT NAME: Owner Agent- nsultant-ContractororOther Circle one I y ( ) Property OWNM(If Different than Applicant) U Address: Address:T Tel '%/L/ , 5 r ph 77 Telephone . !�I L ZNC Fax#: I E-Mail /e 7 7-• E-Mal: ` !� Property Address: p t It Brief Description of Construction Activity,ProPomd Structural BA ft Soil j s.GT M.#: 1000 Staba)iration BMPs,Project Scope and/or Sequence of Construction Activjty VIS Section �Mt FMvid*Ad WwaJPageaas Needed) ' Name of Conh actor and/or Contact P on Responsible for hnplementatfon of SWPPP: - �-I ------------ -- - _ _ -------- --- -- -- /— /�'J // /� ^--�--/-^ I Add►ess: � _M Telephone# ______ 1 E-Mail `� ---------^-------- ---------- Name �/J t UI i ofPersomResponsibla for skltenaneeofEroslonControlprodlce: --------`---`---- ------------- -------- ------------- E --------=---------------- ' Address: /IT�fILL/CCU-/ Lj i Tel ep one aY: Fax# I ( t --------------- E- ail_ --- ------------- --------- Taal Area of All � Total Area of Land ge Project Parcels aring C -- ----- ---------------- -----and/or Ground DisNrbance: �YGE/ d�' ------ (SF.lA—) _--_—_—_—_ Project Duration: ,/� Start End " •— - (Anticipated)- /-/h .Date: Date: ,.// -`_-----'--___------ ------'---_------ - (MunDn d Calendar Daps �/ ._--__-_. Will this Project Disturbe five(5)or More Acres at -`- `--- ---- Any One Time During the Proposed Development? Yes No -------------------------------------------- cif YES:Please Answer the Followingt ' _..,.._--------- ____ _ i a. Does the Applicant have a-Qualified Inspector On 0 '- -`_- Staff To Conduct the F3equired Inspections? Yes No b. Does the SWPPPJndicate HOW Frequently-the Site lJ List the.NAMES or description of all Potentially Impacted Waterbodies and/or Wellands: 'Inspections will Occur and for What Period of Time? Yes No I c. Does-theSWPPPAdequatelyldentifyAllTemporary -------- and/or Permanent SoB _ ------------------------------------ Stabalization Measures? Yeess No ----------------- ' ------------- d. Does the SWPPP Adequately Identify a Complete Project Phasing Plan? Y�� 1—� -----'--------------------------------- -------- No e. Does the SWPPP Indicate Additional Site Specific Q Status of Impacted,W lerbody:(eg;TMOL.303(d)Usted,Impaired_) Practices that Will be Utilized to Protect Water Quality? Yes No. I f. Has the Applicant Submitted a Completed DEC Notice TYPeof ImpadWalerbo --.------ ------- Of Intent and SWPPP Acceptance Form for Review body:(es Lake,Creek,Bay,pond,sound,Freshwater Welland-) by the Town of Southold? Yes No I --------- - ---=----------- S'1 ATE OF NIW YORK, I COUNTY OF...................................:.......SS Notary Public, State of New York II That I, tii �-_ ' No.01 BU . »� -: " t being duly sworn,deposes an uaflg in. 50 44 550 S�1(folk oun%p D/� . And thatVshe is the ~..,, � E� I...............». ......._.......... ... ........... ».. . .».».......... r I (ovner,Contrector,'Agent,corporal®oKice;�j......».... ............................».»... Owner and/or representative of the Owner or Owners,and is duly authorized to Perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me a this; r ..................1 TE'!................day of - 20..� I ..... Notary Public- .... ..±` L/J------••.-•• . (signature of Applicant) ! SWPPP Assessment FORM: 03-12 i Town Hall Annex 4 Telephone(631)765-1802 54875 Main Road max(631}7&Ag5Q P.O.Box 1179 G Q roger.richeftCcR-oWn.SOUtho��tl.ny.US Southold,NY 1197I-0959 BUR DING DEPARTMYM TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION 1-R Ir P REQUESTED BY: � ' �� Date: Company Name: ( � C, Name: 41-r--12 j Qt 0-\, , !u License No.: 2_2k1-79 6r- Address: p oX �3f �'j'G?�-T%/ Phone No.: -74�aL3 JOBSITE INFORMATION: (*Indicates required information) *Name: 7`�-►�^-2 S 1 .S--2__ *Address: *Cross Street: *Phone No.. Permit No.: '32 4 9 5 Tax-Map District: 1000 Section:f� Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) zz/%-)o U A47" (Please Circle All That Apply) *Is job ready for inspection: QI NO. <, Ro;h in Final *Do-you need a Temp Certificate: YES Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *'New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DU TM APPLICATION .82=Request for Inspection Form Gl Saab 650 Vanston Road Cutchogue, New York 11935 Phone: 631 -734-2794 EMAIL: EILFIBNARAWBLU @OPTONI.INE.NET Fax Transmittal Cover Sheet Date: April 2, 2013 To: Connie Fax Number: 631 765-9502 From: Eileen Santora Subject: Willse C.O. Number of pages including cover sheet: 2 Comments: Z0 39dd VdO1NdSN33-1I3 P6L7,tiELZE9 90:61 E103/ZO/ti0 YOB► OF:.,SOUTHOLD PROPERTY --RECORD CAR® /�- �� OWNER STREET I VILLAGE DIST. SUB. LOT ou M FORMER OWNER N / n E ACR. S Vy TYPE 6F BUILDING RES. SEAS. VL. � FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 12,00 AGE BUILDING CONDITION. NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre 1F Tillable FRONTAGE ON WATER Woodland ' FRONTAGE ON ROAD 171 Meadowland DEPTH 3 b v House Plot BULKHEAD Total DOCK TOWN OF SOUTHOLD PROPERTY RECORD CAR® OWNER STREET VILLAGE DIST. SUB. LOT s FORME O N C E AC . S W TYPE OF BUILDING 14, — f, cG RES ` I SEAS. VL. FARM COMM, . CB. MICS.. Mkt. Value LAND -IMP. TOTAL DATE REMARKS v &-t) f Id /MCA, tLw—SeD -531t6 fir _ t t4-, 5m, 1 � 72 �. .. 0 yam.. hk f Z (052- 4 I,�i e t n zoo 1,��,' -n t 2' 5 , 6' � a �-6 l3E �Isue. ,aQo AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre f Tillabie FRONTAGE ON WATER ° Woodland FRONTAGE ON ROAD o. Meadowl,and DEPTH House Plot BULKHEAD. Total. i a�a DOCK NOON■■■■■■■■■■■■■■■■■■■■■ ~ ■■■■■■■■ ENNEENNO ■■■■■ . .... ■■NON■O ONON■■N■■■■■■ ■■NONE NONE MINN NOON - NOON■NOON■■■■■ -� ■■■■■�o�■■erg!■■©riMON■ No } ON NOON ON■■■ ■■■■■■■� RAM■■■■■■■ ■N■a■■■■■■■■■ NEW No NEIRRIM ■■NOON ■■■■■MESON■N■IMINIMEENNEENESENNE O■■■■M■■Will! ■■■ �� • .. . :. mi SURLY OF PROPERTY - Al SITUATE: SOUTHOLD TOWN: SOUTI-TOLD w SUFFOLK COUNTY, NY F SURVEYED 0I-23-2012 SUFFOLK COUNTY TAX # S 1000 - 51 - 6 - 31.4 CERTIFIED TO: YARDS VAU SE& SHARON V A M v 0 O 1 \ O5� mGy Ltr \ &o \ S \ \g? ,\O n X \o.v 2�� s \5. f a VA qj 0 0 O 8400 LOT COVERAGE 6��1�\R 4� HOUSE AREA 1,8-I2 S.F. OR 5.2% d0•S,61 GAAGE AREA 534 S.F. OR OA% r^1 Q ADDITION AREA 3q0 S.F. 0.1% 1c�0Zv LOT COVERAGE 2,-7q6 S.F. OR 4.8% odo$ NOTES: ®F NE V/'k, �I� `® map I 'ug a 14c.r�rd Intl s�wvepr5 s-d 6 0 7� /� violatk d section 1209,sW-Grvlslon z.of V- MONUMENT FOUND Q' .n`P Ln Ya k Sta1¢Eacat on I.an.' t � � slampetl seal shall be cor2itler¢tl b be volrG lr�e FEMA FLOOD ZONE AS SHOWN ON apes FIRM MAP NO. 36103GO158H DATE Oq-25-200cf * \4 artlFl alp�aKat¢a ¢a =�iFy l m Nb y ros prepares n accarm+c¢.au.the ex- ly Ft�ie Ilea York5tnte¢Assocrotton d P afe»fometl �� O kIn the e'.For vAornr cayliwe.—11 rth only GONTOURS REF. NOVO '2q DATUM �� J� p¢feOn y p ep°re'' ad rn t�t tnll b tl�e till¢cuiQ}cpvep—de (y !af a9enaJ antl lewe.y iicti[elion I'rsled bacon,aria S+CD �,"' to the assignees of Fhe lertlmg'szlllution GerL'rfico— Area = 5q,28-1 Sq. Ft. `` L \! W a e rof lrm Fe ob¢ addt xnl Fslll av Area = 1.36 AcresJOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 6P-APHIG SGALE 1"= 40' RIVERHEAD,N.Y. 11901 REF.C:\UsersUohn\Dropbox\ll\11-191.pro 369-8288 Fax 369-8287 �.a SURVEY OF PROPERTY 51TUATE: SOUTHOLD N TOWN: SOUTHOLD w S SUFFOLK COUNTY, NY (p <'6� SURVEYED 0I-23-2012 RECEIVED REVISED 05-03-2012 S SUFFOLK COUNTY TAX # MAY 0 8 2012 1000 — 51 — 6 — 31.4 BOARD 00'APPEfALS ZBA 1=I L MAP CERITFIED TO: SEE DECISION wXU/q JAMBS VAUM& SHARON VIHJM o q qua 0 \ ,�051 a � �Arr5 \ L• Ar �6- \\ o P Jb \ X i VO bf- F O 0 N DRAINAGE 5Y5TEM CALCULATIONS: GARAGE ROOF AREA + PROP.ADDITION: 925 sq. ft. �.�/ OP q25 sq.ft. X 0.11 = 151.25 cu. ft. 151.25 cu.ft./42.2 = 53 vertical ft.of 8'dia. leaching pool required S PROVIDE(1) B' dia.X 4' DEEP STORM DRAIN POOL 840 ` 6� LOT GOVERAGE HOUSE AREA 1,8�2 S.F. OR 3.295 OS 61 s GARAGE AREA 534 S.F. OR O.q% ADDITION AREA 3qO S.F. 0.1% LOT GOVERAGE 2,-7g6 S.F. OR 4.8% NOTES: MONUMENT FOUND �Q'��OF IV C.LC F�`0 ® u w ho a f ..U-lltoro la,or aa¢wn to a w Bey hi p tho t o Ilcoroea Ia,a vxv on s seal b a vlolatbn of seo[IOn,o,k xb-a1v151an 21°!the flew York States ElLcalbn Law.' FEMA FLOOD ZONE AS SHOWN ON * d y la 11 Iran the q]Val [hb survey (f 1 mo-kea wnh—°rlt"1 of Ne I swvey°r•s FIRM MAP NO. 36103GO158H DATE Oct-25-200q to pea seal snarl ae c°nswerea `lam .l •eertmcatlan Inakatea nere°e elg,xy etwt this 7� xrvey rns prepo-aa m°cGuaar,ce Nitn[rya ex- GONTOURS REF. NGVD '2q DATUM A. Lma 5trvey°re.5°W Cartlfkatl°M sh°II run only K to LIC(Krspr!a-Man the wrvey Is prEpo'ea. aV1 a,nis beMl!L°tlb lltb oonpay,9Wer,men- Area -7 y �(1 _ lal LYjency wa lerarg insntutl°n hates ne tff ad rV ea — ��28 1 SQ. FL. `r�Q �� ��� to Ne wnit�ees of the IeMiny Mstltutbn.Lerllllea- Area = 1.36 Acres tAN tO6 pe "Mable`°saes"k°I °`etas, JOHN C. EHLERS LAND SURVEYOR GRAPHIC, 5GALE I"= 40' 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 RIVERHEAD,N.Y. 11901 1ZEF,C:\UsersVohn\Dropbox\11\11-191.pro 369-8288 Fax 369-8287 5UR\/EY OF PROPERTY 51TUATE: SOUTHOLD � TOWN: SOUTHOLD W a SUFFOLK COUNTY, N r SURVEYED 0I-23-2012 REVISED 05-03-2012 S SUFFOLK COUNTY TAX # 1000 - 51 - 6 - 31.4 CERTH11M TO: JAbM VAIJM& SHARON VALISE DECE � � � JUL - 9 2012 �® BLDG.DEPT. q _ TOWN OF SOUTHOLD 0 �o. >D 1�j0 p0 9 A305� ` V � J \\\ o01. ,\o:� X oe 's` `5��� tr 10, 'Ny BPS O ' 6 o i y -po a?9 sr rye. o _/ / /,2• � DRAINAGE SYSTEM CALCULATIONS: 6ARA6E ROOF AREA +PROP.ADDITION: 925 sq.ft. 925 sq. ft.X 0.11 = 151.25 cu. ft. 15'725 cu.ft./42.2 = 3.1 vertical ft.of 8'dia. leaching pool required PROVIDE(1) b' dia.X 4'DEEP STORM DRAIN POOL 8400 LOT GOVERA6E HOUSE AREA 1,812 S.F. OR 3.2% OS 61 s GARAGE AREA 554 S.F. OR O.c1% ADDITION ,AREA 3q0 S.F. 0.1% 3$02?+ LOT GOVERA6E 2,776i6 S.F. OR 4.b% NOTES: NEB MONUMENT FOUND '� C.ENL �® ® u art w¢eat, ono or add non to a e r oy /AAA mcp be«ig a Ikaraed 1 sur,.ey-Ion sea is a sec lo. o k tot,E fslon 2,of the iuen Y«k State FAucatian Lew.' 'Qhy copies From the«Igin°I of this survey ked with an«igma of Ito l surveyors FEMA FLOOD ZONE AS SHOWN ON * � a-1 1." cm tiered to FIRM MAP NO. 36103G0158H DATE Oq-25-2009 * W-, •ceruFicavore makatea hereon eegnlFy Itbt this vey wasp ep«ed I- acc«dog Ilho t Hd GONTOURS REF. NOVO '29 DATUM <�� ak swteena o� P ote e�a 4 O LaM Survey«s.So.certiftcatlo-shoil run only Crt —f L C —L to the person f«venom[ne sur.,ey Is prepared, Area — 5a 8 1 S FL. `� �lS JO Q o My b I eo H—tile—16t .govermen- toi and Few t.w r ted h«eon.and ,2 q. FQ Lf{ �) to U> assig ees of a,e lending msnwtbn.c tiFicd- Area 1.36 Acres 0—«a not o Ferahie to odditi—I Instautt m u JO C. EBLERS LAND SURVEYOR 6RAPHIG SCALE 1"= 40' 6 EAST'MAIlV STREET N.Y.S.LIC.NO.50202 RIVERHEAD N.Y. 11901 REF.C:\UsersVohn\Dropbox\1 1\1 1-191.pro 369-8288 Fax 369-8287 , 00 F .i t i 1 i I ,f r • I r� ;c r i I l S t l 1 . I 1 i i .,... J� � 'may Ly 1• , � <' J - .,,�,! � , � ^�.. y q Mom; I": A `` i ------------------- I •- W Z NAILING SCHEDULE PLAN CONTENTS: o- o OCCUPANCY CLASSIFICATION R3 R SIDENTIAL G N E R A NOTES WIND FRAMING NOTES ROOF FRAMING: L_ 1).RIDGE-TO RAFTER ASSEMBLY: BUILDING USE L NG j 14/4'x 20 gauge strap shall be attached to each pair of rafters QTY. SPACING O N In accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTESBUILDING HEIGHT t When a collar be is used in leu of a ridge strap,the number of 10d common nails required ' in each end of the collar be need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE NAIL TOTALS . FT. OF CONSTRUCTION • CONSTRUCTION NOTES: TOP PLATE 10'WALL:4-8d COMMON RAFTER PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 2.RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA 19c'5 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL V' 1}.The information within this set of construction documents is related to basic design ) 9 late shall be in TO TOP PLATE 10'WALL:4 8d COMMON JOIST TOE NAIL intent and framing defogs.They are intended as a construction aid,not a substitute Lateral framing and shear connections for rafter,coiling ortnuas lo top P FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES [� accordance to table 3.3.When a rafter or truss do not fail In line with studs below,rafters CEILING JOIST TO AS PER TABLE 3.7 EACH FACE 60 for generally accepted good building practice and compliance with current New York or trusses shall be attached lo the wall top plate aril the wall top plate shell be attached to CE EXT. BALCONIES State building codes.The General Contractor is responsible for providing standard PARALLEL RAFTER WFCM-SBC LAP NAIL DECKS 40 0 constriction details and procedures to ensure a professionally finished,structurally time to the well stud with uplift connections.Rods rdaoverhanging with the rake side of the building sound and a weatherproof completed product• shell be connected with uplift connections In accordance with cable 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE AT11CS w/o STORAGE 10 OVER PARTITION WFCM-SBC LAP NAIL 20 = COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE 2).The General Contractor is responsible for ensuring that all worts and construction W WALL-TO-WALL ASSEMBLY: DESIGN LOAD CALCULATIONS � meet3 current federal,state,courtly and local codes,ordinances and regulations,etc. Wall scuds above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ROOF (GROUND SNOW LOAD) 45 These��are to as pert of the specifications Tor this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the BLOCKING EACH TOE (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 N should be adhered to even i in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in TO RAFTER 2-8d COMMON END NAIL accordance with table 3.3. ROOMS (SLEEPING) 30 RIM BOARD 2.16d COMMON EACH END STAIRS 40 3).Dimensions shall take precedent over scaled drawings. 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL GAURDRAILS (ANY DIRECTION) 200 (DO NOT SCALE DRAWINGS). First wall studs shall be connected to the foundation,all plate,or bottom plate with uplift 4).The engineer 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: EXPOSURE CATAGORY _..._ responsibility for construction coordinating with these plans,nor responsibility for foundation and slob-on-grade,15 inches in masonry block foundatiorm,or lapped under NAIL NAIL NOTES LOAD PATH SEE CONSTRUCTION AND'rI PAIN CONNECTION the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION OTY SPACING construction means,methods,techniques,sequences,or procedures,or for safety PER FACE NAIL R OF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shell be used with the andbr bolts.Anchor bolt TOP PLATE TO 2-16d COMMON SEE GENERAL NOTE PAGE precautions specificout use expressed or Implied a the use of these plans. spacing is to be spaced and sized In accordance to table 3.2s.In addition to spacing, TOP PLA',1E FOOT SEE NOTE:1 NAILING SCHEDULE L arson bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATF_S AT JOINTS FACEEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 5).Refer to the Window and Door schedule for exterior openirgs. comers. INTERSECTDNS 4-16d COMMON EA.SIDE NAIL FIRE PROTECTION SEE FLOOR PLANS 8).The General Contractor Is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2-16d COMMON 24" FACE SMOKE & CO2 DETECTORS Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD( O.C. NAIL TRUSS DESIGN N ZA - STiANDARD STICK FRAME CONSTRUCTION or exceeds manufacture's specifications and applicable codes• attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and 18"O.C. FACE • HEADER-0 16d COMMON RESCHECK 3.5 RELEASE 1 or Is to consult with the owner for all built-In Items 112 inch gypsum wallboard on the interior attached with 5d cxxhler nails at 7'ore s panel HEADER, ALONG EDGES NAIL ENERGY CALCULATIONS L. 7).The General Contract edges and 10"o.c.in the field shall be in accordance with the length requirements specified such as bookcases,shelving,pantry,closets,trims,etc. in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END Q PLATE TO ISfUD 3-16d COMMON PER 2x6 STUD NAIL 8}.Wind bad requirements shall be taken Into account during construction. _ 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLRA E TO: FOUNDATION NOTES: Type II exterior shearwalls shag meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,B)AdD JOIST, 2-16d COMMON PER FACE NAIL �R length adjustment factors in table 3.16. END JOIST OR -OCKING FOOT SEE NOTE:1,2 `V 1).The General Contractor and Mason to review plans,elevations,details and rotes 4r FLOOR FRAMING: determine intended heights of finished floors)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: = t Allowable sidewall lengths provided in table 3.14 shall be permitted to be Increased when JOINT DESwRPTIONI NAIL NAIL NOTES 2).Au footings to rest.on undishrted(virgin)soil.Assumed bearing 3000paf interior shearwaffs are used.Sheathing and corrections shall be in accordance with QTY. SPACING CLIMATIC & GEOGRAPHIC DESIGN CRITERIA , 2.4.4.2 and 2.2.4 respectively. JOIST TD: PER TOE 3).Provide 1/2"expansion joint material between concrete stabs and slotting SILL,TOP PLAT E OR GIRDER 4-8d COMMON JOIST NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELD concrete or masonry wails O=Ang in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: _ FLOOD •� V Header and/or girder connections shall be attached with uplift con nectiona in accordance BRIDGING EACH TOE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 2-8d COMMON LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 4?•Any rme�r M kv3",ba�.'^.^g titre- d to axist~hg concrete structure sheil with table 3.5.Window silt plates shag be have steel connectors in accordance with table TO J)IIST END NAIL - w be installed with#4 re long at 12'o.c..Use approved epoxy for installation.. 3.5. �Ln(rrclF'G 1 EACH TOE MODERATE SLIGHT TO Y-5 1 ^, 2-8d COMMON 45 LBS. 120 i; ..=VE?� 3 FT' TO HEAVY MODERATE 11 I' ilk TO JD)IS-- END NAIL 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be 9).CATHEDRAL CEILING ASSEMBLY: BLOCKINIG TO,. EACH TOE v� poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Where a ridge is to be used as a structural beam,the rattans shall either be notched and SILL OR TO)P FATE 3-16d COMMON BLOCK NAIL to be minimum 3-1/2 inch Eck. anchored on top of the beam or slope connectors shag be attached to each rafter-to-ndge along the open caning part a the building.Connections to the ridge and wall shall be be LEDGER STRIP 3.16d COMMON EACH FACE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: ^t Install one ve uiree build TO EFJAM JOIST NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES N 6).crew spaces to be provided with a minimum 18'mQ4'access opening attached with the abo req SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 8x,6casthronfoundationventforevery150sq.ft.°fares• DECK AND COVERED PORCH NOTES: JOIST ONlLED3ER PER TOE 0 3-Bd COMMON COMMON®6'O.C. 8d COMMON 6'O.C. SEE NOTES:1.3 TO BEAM JOIST NAIL 4'PERIMETER EDGE ZONE �.: 7).Dampproof exterior of foundation with bituminous coating as per section R406 of 1 Unless all framing material lo be#1 ACQ pressure treated lurrnber. BAND JJOtSf SEE NOTES:1(BOTH FIELDS) N.Y.S.Residential Construction Code.A 6 mil polyethylene film shag be applied over ) 3-16d COMMON PER END INTERIOR ZONE 8d COMMON 6'O.C. 8d COMMON®,2"O.C. NOTE:2 FOR PANEL FIELD All fasteners,hangers and anchors to be galvanized or stainless steel. TO JOIST JOIST NAIL the below grade portion of exterior wells prior to badkfilling. �_. t for deck to be bolted to each post with washers and nuts. BAND JO)IST'0: 2.16d COMMON PER TOE NAIL GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4'O.C. 8d COMMON 4"O.C. SEE NOTES:1,3 2 Girders joists SILL OR TOP PLATE FOOT SEE NOTE:1 NOTES fV[1J 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. Girders on concrete piers shall be anchored with proper steel connectors anchored FRAMING NOTES into concrete with a minimum 1/2"die x 7"long anchor bolt with washers and nuts. H v of 1995 SBC High Wind JOINT DESCRIPTION NAIL NAIL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED tit SCHEDULE NOTES ONLY. 1).AN framing techniques and methods as prescriptive designi9 3).Posts supporting girders shall be anchored to a 12'x12'x12"thick concrete food QTY. SPACING i Edition Wood Framing Construction Manual. Use a minimum 1/2"die x 7"long anchor bolt with washers and nuts.Footings Shall AS PER TABLE 3.8 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each:.icie of the roof peak, be 3 ft.below grade.Concrete piers to be used with all porches/decks with roofs or pergules. STRUCTURAL PANE- Bd WFCM-SBC the 4 foot perimeter edge zone attachments required shag be used. 11 2).Unless otherwise rated,all framing and structural wood material to be#2+BTR. W Douglas Fir. 4).Deck joists to have blocking at n o.c.. CEILING SHEATHING: 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss freming members with G>0.49. NAIL ESIL NOTES For framing members with<0.42<G<0.49,the nag spacing shall be reduced t°6 Inches o.c. 3).Floors,walls,ceilings and rafters to be spaced at 18 inches o.c.unless noted 5).A minimum of 10 inch fleshing shag be installed between the building and ledger. JOINT DESCRIPTIOIN QTY. otherwise. Ledger to be fastened to building with 112"die.bolts with washers and nuts3).Tabulated 4 inch o.c.nag spacing assumes sheathing to rafter I truss framing members with G>0.49.For where needed. GYPSUM frami members with 0.42<G<0.49,the nail spacing shag be reduced to 3 inches o.c. 4).Unless otherwise noted,all bearing wag headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS nitWALLBOARD D.C. Bearing wall headers to have(2)jack studs and(2)full length studs on each side of an 6}.Concrete piers shall be a minimum 6"above grade. WALL SHEATHING: j openings.LVL headers to have(3)Jed studs and(2)full length studs on each side of openings.Bearing wag window sills shall also have(2)window sill plates for 2x4 wag 7).AN]data to be supported with hangers and anchors.Each Joist shall also be anchored JOINT DESCRIPTION NAILQTY. SPACING NOTES WALL SHEATHING REQ U I REM E NTS FOR WIND LOADS: openings between 4'1 and 6'0 and 2x6 wall openings between 611 and 8'9.Provide fire to girders). and blacking where applicable. STRUCTURAL AS PER TABLE 3.9 NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. PANELS 8d COMMON WFCM-SBC SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).AN flush beemsftmeders to be installed with heavy duty galvanized hangers and PLUMBING NOTES SEE NOTES:1,3;BOTH FIELDS) anchors where applicable to all connecting joists. 7/16'OSS COMMON 3"O.C.EDGE 4'EDGE ZONE 8d COMMON @ fi O.C. 8d COMMON @ 12'O.C. NOTE:2 FOR PANEL FIELD PLYWOOD 6"O.C.FIELD 6}.Double up Doorplate under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential GYPSUM 7" O.�DGEN STORM WATER RU NTERIOR ZONE Bd COMMON®6"O.C. Bd COMMON 12'O.C. SEE NOTE:3 Floors to have ceramic file Installed shall be verified for proper load capacity unless noted Construction Code. WALLBOARD COOLERS 10'O. UANT TO CHAPTER 236 i on plans. 2).Verity septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: THE TOWN CODE. NOTES 7).Provide dodkinglbhidging In floor joists at 8'0 o.c.-Use solid blocking in floor joists 3) If wag studs plates or Joists are cut art during Installation for any plumbing related work, NAIL NAIL NOTES THESE NOTES ARE ONLY TO BE REFERRED 70 IF MENTIONED IN SCHEDULE NOTES ONLY. under all bearing walls. JOINT DESCRIPTION QTY. SPACING provide adequate bracing and plates lo protect and secure the structure.Verify with themst� 8).Provide insulation baffles at cave verb between rafters.(retail draft Clocking as ll state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL(PANELS 6"O.C.EDGE r, 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements she 1'OR LEISS COMMON 12'O.C.FIELD r, c ROVED G�a �NOTED used. �Q� '� r needed. HVAC SYSTEM NOTES 9.Unless otherwise noted,all roots and wells to have a minimum 1/2'thick 4 ply Fir NOTES: a �� 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with '� 1}.Mechanical subcontracbor is responsible for adtnearing to all applicable codes and safetyp,T � '.E >0.49.For framing members with 0.42<G<,the nail spacings shell be reduced to 6 inches o.c. �@" i1sCy ,� COX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF 3).For exterior ior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 10).Unless otherwise noted use 3/4'thick T&G PTS Fir or Advantach plywood subf oor 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. �fl, Y adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. overre with Ps per manufacture's instructions, 1}.Nailing requfnremer►ts are based on wall sheathing oaf. `rl<Y ��j11-D11VG ®I �'ARTM NT AT finals layout drawl and submit lt to the General nailed 6"on-canner at the panel edge.If wall shAathanC�y :?'0,�12 0 f m TO 4 PM FOR THE OCCUPANCY OR frock.Geroge wags and 3).HVAC subcontractor to provide system you n9 is nailed 3"on-center at the panel edge to obbpin hagt (10VVINC INVECTIONS' { I ✓o• 052`�����t�` j 11).AN bathroom walls to have 11T thick moisture-reslstant ghee rag Contractor and owner for final review and approval. shear capecNEes,nsi:;ng requirements for structural �. �O N®� I®N TW©RE8 U(RED USE I S U N LAW F U ceilings and over furnace to have 5/8"thick type-x stheetrock.AN other parts of building " ° L „ FES S10'� have regular,/2"aneetrnck.AN walla to be taped and finned. ELECTRICAL NOTES: members shag Ibe doubled,or alternate connetctors, to such as shear pilates shall be used to maintain load 06tti: 3N POURED CONCRETE :�J TRH; ��' CERTIFICATE 12).All roof with a pitch less than 4:12 shag be Installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. �? R 'I� RAMINC,PLUMBING, approved equal.Flat roofs shag be applied with a Flt>erglas base sheet with an EPDM 2).When wag sheathing is continuous over connected' :�0PPIN® ELECTRICAL&CAULKING torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter• to be reducedthe tabulated�mil pe' tails shall b p�mhi� `�UATiON L I. f(" 13).AN sill plates and wood In contact with concrete to be pressure treated.SNI plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout ns per sectilon R317 f M�� ®�� ®N Et<ECTRCCA� be In with a foam sill gasket and cop-r4ex termite shield or approved equal. of N.Y.S.Residential Construction Code. ~' W4`"�� �"y�I M Cr`D�'� � !i f i p�A r � e)rn. Nt" �Ihi�,� e,uVI Pr3f. )-3LF.VT�,6�1C1.'!'1�.... , .a. a P 'S' ECT D CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESIST 'ANT CONSTRUCTION CONNECTORS CONNECTION LOCA' 10N: PART NUMBER: NOTES: RIDGE-TO-RAF1i:RS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-W4,LL RT20 APPLY TO EACH RAFTER +; R AFTER-TO-PL��TE RT15 APPLY TO EACH RAFTER o' N NOTCHED RAFTER USE WITH SPTH4 CONNECTOR u to RAFTER RIDGE PLATE-TO-WALL._STUD SPTH4 APPLY TO EACH WALL STUD LL RIDGE 2ND. FLOOR WALL-TO-1 S7. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD o CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD o SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END = i WRAP UNDER DOUBLE SILL PLATE 1ST. FLOOR-UNDER-E. LL PLATE MSTA36 OR RS16-R USE WITH 3" SQUARE WASHERS TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING _ USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. L RAFTER PROVIDE 1/2" SPACING •� BETWEEN THE END STUD AND THE 2 OTHER STUDS ANCHOR BOLT CONNECTION ION 4) Z FOUNDATION W"DIA.ANCHOR BOLT cl w RAFTER FOR ALLOWING CONNECT CORNER STUD ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING 43 HOLDDOWNI INSTALLATION TO TRANSFER SHEAR SILL PLATE TO FOUNDATION STORY �z•oC 3 TOP PLATE FASTEN WITH 2 16d CRAWL SPACE OR FOOUNDATION m TOP PLATE COMMON NAILS>n 6"O.C. MRAWL PACF OR FOUNDAT PLATE TO ION) z STORIES 36•oC O —� V WALL BOTTOM PLATE TO FOUNDATION = S WALL STUD SLAB-ON-GRADE �-z STORIES 57"OC WALL STUD SIDEWALL ENDWALL USE WITH 3x3 SQUARE WASHERS i (USP LBPS58 OR BP583) V Q) • I TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION E N 2ND. FLOOR WALL STUD KING STUDS 4-1 � 2ND. FLOOR PLATE CRIPPLE STUD SUBFLOOR WOOD JOIST RIM BOARD = HEADER � BLOCKING WOOD JOIST 4) 1 ST. FLOOR TOP PLATES • JACK STUDS LU !t . .- -�D GIRDER/HEADER WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD TYPICAL HEADER CONNECTION JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL MULTI-STORY CONNECTIONS I 1ST. FLOOR WALL STUD 1 ST. FLOOR PLATE SUBFLOOR SILL GASKET & WALL STUD WALL STUD RIM BOARD ® TERMITE SHIELD BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE SILL PLATE DBL. SILL PLATES DOUBLE JOIST DOUBLE JOIST (TO OVERLAP JOINTS) , ' ® � 0� NI=N►yp FOUNDATION WALL FOUNDATION WALL _ ' 'w +► ' ;'ell w Z. DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1 ST. FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORING ` Eileen 5ant6ra Residential Designer Joseph Fischetti, PE 631-'�34-2794 � Cutcho ue, NY »� Hobart Road • Southold, NY 11971 • 9 631-765-2954 • f �- i' i , r __ ..__. _.._.__.... .._... d r , 1 i 1 { �� .., , I ' ...+w.a....wr www+•,.�.,.,...a.4..nrrew+.nY..+w•-,wn�ax�_.xr,.+.w,+wrmetw..w.wwe.e.,.-,ov..+..,_ ..�,..,..,.»....�...... .. a. _.._ .. �r..�,.r,uw+_.r+�irrwr++w+a�+� * .w.�r.w....«....++...•.,..r,.+.rwf.,x �� ?w..ww,«a».-w�..._.....,M4iv......,a - ...+ .+,.. , - .. _ _ 01 "E: co cc cAOA .� 0525�0 W f�t► SCALE: ��� �� Ir rl APPROVED BY: DRAWN BY DATE: ' '.� REVISED -U11 -1 - DRAWING NUMBER�r� IG-- 3 �t � i Eileen vantora • Residential Designer , Joseph Fi5chetti, tE . � 9 1725 Hobart Road •Southold,NY 11971 - - 631-7�3�-2794 � Cutchogue, NY 631-765-2954 ' ___. Esc.!�-�c•.r 64 1 T- I l °IT J 4� =r til,1 �S s 1 1 ?r '!✓1 L.1, I! f 1 44 �'� ± -� � � �� w�c%��l�t.�td ,�-,�� $!_ � R � a ��. I � z �"'~ �'�=t�l�..-'�- �;t�-d����l� ���„ f 1 ► ry f ti,' r ' ,r �°f,�r�') \ Ile it 4)64 I �•V I fi' �� �'• /1� 1 ^'^�'^ 1 3..ew..�a. r - '��q r "4'�:Y,. � ., .,.. ., ... .. - a•. , 6 ND t e2 -I cc pop '' os2`�'`0 �• y �tw,� FeSS1o',` ,. I tile i SCALE: � r(t J l APPROVED BY: , ``11 rj1 ii (r DRAWN BY DATE: REVISED A,— DRAWING NUMBER 7�{ a Eileen Santora • Residential Desi ner Joseph Fischetti, PE g 1725 Hobart Road -Southold, NY 11971 631-734-2794 • Cutchogue, NY 631-765-2954 Lp 1`� .. t Al t r l�1" r�+!rat- .; ��' Cj 115 LID 4�7 It W" i 0 t`WT; .I"'' H OF 71 --{ i 12 �`" y l 1 : 1 L t. . `?� . , W 4�L` Gi''=1 L10 (A � � 2k'�- �I�J�1.3=�L1 C�1 to C�,c f y �.s Z W 4 qxst� .� ' _fi r a +�,.r: �.t '� rtCrt 7 � ..,��l.{ �� '�� • # ^� . � � � , , � 314 10 it I 20" M 0,� Ir ; G� rT ' tz . I F tJC , IA�r �SCdy 0 .5215 10 . w - - � I�'� � tom'►�'� J�';•�� ���-�..�J�:• SCALE: APPROVED BY: DRAWN BY :, DATE: > REVISED fi DRAWING NUMBER;; f