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HomeMy WebLinkAbout37619-Z OF�c Town of Southold Annex 5/14/2013 �; P.O.Box 1179 54375 Main Road o �F Southold,New York 11971 y,� CERTIFICATE OF OCCUPANCY No: 36241 Date: 5/14/2013 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 185 (aka 415)Wiggins Ln, Greenport, SCTM#: 473889 Sec/Block/Lot: 35.-5-40.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/7/2012 pursuant to which Building Permit No. 37619 dated 11/8/2012 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& alteration to an existing one family dwelling per ZBA#6596, dated 10/18/12 as applied for The certificate is issued to Poncet,Renee (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0028 4/23/13 ELECTRICAL CERTIFICATE NO. 37619 5/14/13 PLUMBERS CERTIFICATION DATED 4/17/13 Cutchogue East Plumbing )"rized Signature ` TOWN OF SOUTHOLD �SUFFnc�-c . BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE oy • 4� y 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#: 37619 Date: 11/8/2012 Permission is hereby granted to: Poncet, Renee 17 Dosoris Ln Glen Cove, NY 11542 To: construct an addition & alteration to an existing single family dwelling per ZBA#6596 as applied for At premises located at: 185 Wiggins Ln, Greenport SCTM # 473889 Sec/Block/Lot# 35.-5-40.1 Pursuant to application dated 11/7/2012 and approved by the Building Inspector. To expire on 5/10/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $652.00 CO -ADDITION TO DWELLING $50.00 Total: $702.00 r` Building Inspector Form No.6 TOWN OF SOUTH.OLD. BUILDING DEPARTMENT TOWN BALL 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: A. For new building or.new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and.unusual natural or .topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9.form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of I Mead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer: responsible for the building. 6, Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings.and`pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and.'unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.60,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$45.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building:' (check one) Location of Property: !J" 21 G 6r`jr/ LffAlt House No. Street Hamlet. Owner or Owners of Property: 6T£AV6A1 kT..&T 2—M-T4 elk 0 J 0- 6� Suffolk County Tax Map-No 1000, Section ? Block LotO 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: P'-o 6 Api)licant Signature SUFFOIk Town Hall Annex 0� COGy Telephone(631) 765-1802 54375 Main Road c :� Fax(631) 765-9502 rn x P.O. Box 1179 • Southold, NY 11971-0959 y�Ql �a0� roger.richerti-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Poncet Address: 185 Wiggins Lane City: Greenport St: NY Zip: 11944 Building Permit#: 37619 Section: 35 Block: 5 Lot: 40.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Peconic Electric License No: 5230-me SITE DETAILS Office Use Only Residential x Indoor X Basement Service Only Commerical Outdoor x 1st Floor x Pool New Renovation 2nd Floor Hot Tub Addition x Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 21 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 8 Smoke Detectors 1 Main Panel A/C Condenser 3 Single Recpt Recessed Fixtures 8 CO Detectors Sub Panel A/C Blower 3 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 14 Twist Lock Exit Fixtures TVSS Other Equipment: 1-combination smoke/co detector, 1-exhaust fan, 1-paddle fan Notes: Inspector Signature: Date: May 14 2013 Electrical CertificateAs Town Hall Annex Telephone(631)"76571$02 54375 Main Road P.O.Box 1179 Fax(63 i)765-9502 G Q Soudiold,New York 1.1971-0959 • �1��0UNT'1,�� • . BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION 2_� 1 Date: Building Permit No. Owner: fz) ce- C� (Please print) �,( / J Plumber:`-�� <<,t� (e . C!/l G h CC. �'_ / ► 1 C . (Please print) I certify that the solder used in.the water supply system contains less.than 2/10 of I%o. lead. ( lumbers Signature)'*.. Sworn to before me this day of 1 J 20 CONNIE D. BUNCH. Notary Public, State of Now York No.01 SU61&5050 Not Public Ogalified in Suffolk County Co Commission Expires April a4;29t6 . rjf so o�yCOU ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION -1ST [ ] ROUGH PLBG.. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR / OF SO(/r�,olo V H � cOUNI'I,N@� TOWN OF SOUTHOLD BUILDING DEPT., 765-1802 INSPECT-ION [ ] OVNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ( OUGH) [ ] EL fCAL (FI REMARKS: DATE j INSPECTOR % OF SO(/l�olo � G � \� cOUHi`hN TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUND ON 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND- [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: - � � As�7 c DATE �� INSPECTOR OF SO(/lyo`o cOUNiY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC 'ON [ ] FO DATION 1 ST [ ROUGH PLOG.' . [ ] UNDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR OF SOpT�,o� cOUMY,N TOWN OF,Q SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGFI.PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR pF SOIZ �sz So pI�O C TOWN OF.SOUTHOLD BUILDING DEPT. 765-1802 INSPEC7 IO] FOUNDATION 1 ST [ H PL13G. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (F REMARKS: DATE INSPECTOR ' pE SOpl�olo f /" G • O eOUN1`I,N � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG.' [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING/STRAPPING [V FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICA OUGH) [ ] ELEC RICAL (FINAL) REMARKS: f AD P,-b- L 7P DATE 41 INSPECTOR � G cOUMV,�`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG.- [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING/STRAPPING [ FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: G DATE �� INSPECTOR OF SO(/l�o`o — --- - - - � nn` cOUHI`I, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 JNSPECTION .- . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ]ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR 1• t t o • • ^ �A • utut 1. W M INSULATION MAMA MW MA MPA STATE ENERGY CODE • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health 0a q. jb Lyre_ SOUTHOLD,NY 11971 4 sets of Bi4ding Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 31(�11 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined Q ,20 J_V Storm-WaterAssessment rm Contact: Approved �1 20 7 Mail to: Disapproved a/c Phone: 7 T 640! Expiration 2 r- � Building Inspector PIG�. �-APPLICATION FOR BUILDING PERMIT Date , 201 BLDG.DEPT. INSTRUCTIONS pJ OF SO�I1uni t1 is 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,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) D�C�l Gtto�o� (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises �'�"� "/1/ JCf 7Z Uyc U- p %c T'zpi'fu�C<L (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 proposed work will be done: 6I�VS &/f_&F �V�f2 T House Number Street Hamlet County Tax Map No. 1000 Section 05 Block 05 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 t2&6/ E�EIJ41lL V &--<51g0 7V C67 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition V1 Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 2 Dqo 0a Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units QX16' Number of dwelling units on each floor If garage, number of carsSrcS�if/� 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ,/ 7. Dimensions of existing structures, if any: Front �9 �O Rear '�9�f7 �� Depthtr �"02- Height c'?6 �-O Number of Stories T600 Dimensions of same structure with alterations or additions: Front 77�y Rear Depth �( - Height ';?'5 �D Number of Stor ies 8. Dimensions of entire new construction: Front 0 Rear 4;q-cD Depth ^O Height cVQ Number of Stories ( /V&' 9. Size of lot: Front_2 Rear C�269Z Depth a�� 10. Date of Purchase Name of Former Owner AA, 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 Will excess fill be removed from premises?YES NO 14.Names of Owner of premises A17Z&MC1< Address � 'LZ 4ND C( Phone No. f6 9% 07023 Name of Architect A4U&M 4'4SCEELA 4i1/ Address Gcl,7T,,1HOGV6 Phone No -8 E� Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1/ * 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 V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS (U being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the aAPA (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 o VA. 0P9 A Notary Public �" .6 J3 Mate of i eW y0ik -Signature of Applicant No. 01 RIS042467 Qualified in Suffolk County Commission Expires May 30, an 7161 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 27, 2012 TO: Thomas Samuels for S &R Fitzpatrick 25235 Main Road Greenport, NY 11944 Please take notice that your application dated August 14, 2012 For permit for an addition to an existing dwelling at Location of property 415 Wiggins Lane, Greenport, NY County Tax Map No. 1000 - Section 35_Block 5 Lot 40.1 Is returned herewith and disapproved on the following grounds: The proposed construction of an addition to an existing dwelling on this corner lot is not permitted pursuant to Article III, Section 280-15. In the AC &Low Density Residential... Districts, accessory buildings and structures ... shall be located in the required rear yard subject to the following requirements: Upon the construction of the dwelling addition the swimming pool will be located in the side yard. Permit Examiner BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson O \tf SU(/T�ol. 53095 Main Road•P.O.Box 1179 p Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P.Goehringer yC Town Annex/First Floor,Capital One Bank George Horning • �O� 54375 Main Road(at Youngs Avenue) Ken Schneider ���COUNT`l Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD OCT 2 3 2012 Tel.(631)765-1809•Fax(631)765-9064 BLDG. DEPT. FINDINGS,DELIBERATIONS AND DETERMINAT-I N TOWN OF SOUTHOLD MEETING OF OCTOBER 18,2012 ZBA FILE: 6596 NAME OF APPLICANT: Steve Fitzpatrick and Renee Poncet-Fitzpatrick PROPERTY LOCATION: 415 Wiggins Lane(corner Wiggins Lane), Greenport,NY SCTM# 1000-35-05-40.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated September 17, 2012, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: 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. i PROPERTY FACTS/DESCRIPTION: The subject parcel is located in the R-40 zone. It is a corner lot.The subject parcel is 67082 square feet, with 202.23 feet along Wiggins Lane on its western boundary, 282.15 feet along Wiggins Lane at its southern boundary, 254.37 along its eastern boundary and 284.03 feet along its northern boundary. The subject parcel is improved with a single family residence, a shed and the subject accessory in- ground swimming pool as shown on the survey dated March 17, 1998 last revised June 5, 2000 prepared by John T. Metzger,LLS. BASIS OF APPLICATION: Request for Variance from Article III Section 280-15 and the Building Inspector's August 27, 2012 Notice of Disapproval based on an application for building permit for addition to a single family dwelling at: 1)upon construction of the addition to the dwelling the legally existing in-ground swimming pool will be located in a location other than the code required rear yard(side yard). I RELIEF REQUESTED: The applicant requests a side yard variance to maintain an accessory in-ground swimming pool in its existing location,upon completion of a proposed addition to the existing single family dwelling.' I FINDINGS OF FACT/REASONS FOR BOARD ACTION: i The Zoning Board of Appeals held a public hearing on this application on October 4,2012, at which time written I 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: i I. Page 2 of 3—October 18,2012 ZBA File#6596-Fitzpatrick SCTM: 1000-35-540.1 ! 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. In-ground swimming pools are characteristic of residential properties and the subject in-ground swimming pool has existed in its present location without any evidence that it has caused a detriment to nearby properties. The pool is surrounded by extensive landscaping and is not visible from street. 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 subject in-ground swimming pool exists in its present location and moving it to a conforming location would not be feasible. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing a 100% relief from the code. However,the subject in-ground swimming pool will be almost completely hidden from view, from the street, when the proposed addition is completed. Moreover, while the proposed addition will place the pool in a technical side yard,the pool is actually located in the functional rear yard of the subject property. 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. r 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. It is the applicants desire to construct an addition in a location which places the subject in-ground swimming pool in a nonconforming side yard. i 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing an addition to the single family dwelling in a location which places I the existing in-ground swimming pool in a nonconforming side yard location, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. I I 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 Schneider, seconded by Member Weisman (Chairperson), and duly carried,to GRANT, the variance as applied for,-and shown on the Site Plan (Sheet 1) and floor plan (sheet 4) prepared by Thomas C. Samuels R.A.,dated 8/1/12 i I I 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. I I i I ! I Page 3 of 3—October 18,2012 ZBA File#6596-Fitzpatrick SCTM: 1000-35-5-40.1 Vote of the Board: Ayes:Members Weisman(Chairperson),Dinizio,Schneider,Horning. Absent was:Member Goehringer. This Resolution was duly adopted(4-0). Leslie Kanes Weis an, Chairperson Approved for filing Io/ly /2012 i i i I. i Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APP CANT NAME: Owner-A ent•Consultant-Contractor or Other(Circle One) Pr perty WNER.ffol ntthanApplicant) Address A W r _tt I� L� e Telephoned `t Fez#: '` Telephone#: Fax#: 11 E-MarT: t,.,r V (i�'1J V0 E-Mail: Property Address: 1 i s L-YI V r� UV r' ` Brief Description of Construction Activity,Proposed Stnuauai BMPs,Soil S C.7 M.# tflfl0 (�, Stabilization BNTs,Project Scope and/or Sequence of Construction Activity (Provide Addldonat Pages as NOMM Dlstrbt on BbcK Loi Name of Contractor andlor Contact Person responsible for Implementation of SWPPP: , �U► �� Address: Telephone#: Faz#: E-Ma3; Name of Persons Re3pon5lbie for Installation&Mpintenance of Erosion Control Practice: �rI Address: _ G U4k ---1L — !---N-7i Telephone#: FaxW �II_____��_)).._77 E-Mail: — lL1 -- -- -- _t J - _A� k— y L Total Area of All l�7 Total Area of Land Clearing ''// cc j ProJactParcels: �• andlorGroundD)Sturbance: • _ e __K d�_�a__________________________ (SF./ynAa�rs) (SF./Aces} j (rojectDuration: /NO Stag ) End ----------------------------------------- up1 (Anticipated) OBte / / Date: /3 , _____-..-.-_____-----_-_--_.-------------------- fa I this Project Disturbefrve(5)or More Acres at 0 -�_����~ W__ - - -------------------------- Will s Any One Time During the Proposed Development? Yes ---------------------.---------------__--__--_ If YES:Please AnswertheFollowing! --------------------------------------------- a. Does the Applicant have a Qualified Inspector On 0 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 _ Q --_ c. Does the SWPPP Adequately Identify All Temporary Q Q ------------------------------------- ._--_---- andlor Permanent Soil Stabalizatfon Measures . d. Does the SWPPP Adequately Identify a Complete 0 = 1. Project Phasing Plan? Yes No Status of Impacted Waterbody:(eq.TUDL,303(d)Listed,Impaired_) e. Does the SWPPP Indicate Additional Site Specific. Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eq.Lake,Creek Bay,Pond,Sound,Fn shwater Wedand ) Of Intent and SWPPP Acceptance Form for Review � (� by the Town of Southold? Yes No STATE OF NEW YORK, _ COUNTY OF.....C. .... . .. ..............SS That I,........... ........being duly swom,deposes and says that he/she is the applicant for Permit, (Name of Individual signl•g Do Andthat he/she is the .......... .... ... .. ... ..... ............................................................. (. .er,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ........ ...... bltt°, 6 of New `oJ Notary Public: .. ... ....N9,••a1R16042467................... ............................... (Signature of Applicant) SWPPP Assessment FORM: 03-12 Comml"Iori.Expirtss May 30,26W S A M U E L S & S T E E L M A N August 14, 2012 Southold Town Building Department Town Hall Annex Main Road Southold, NY 11971 Re: ADDITION & RENOVATIONS TO THE PONCET/FITZPATRICK RESIDENCE 415 Wiggins Lane, Greenport, NY 11944 SCTM # 1000-35-05-40.1 This project includes a master suite addition to an existing two story house, together with a new sanitary system. Attached documentation includes the following: 1) Building Permit Application 2) Four (4) sets stamped Construction Drawings 3) Survey 4) Red-stamped SCDHS permit 5) Southold Town Sanitary permit 6) Erosion, Sedimentation & Storm-Water Run-off Assessment Form 7) REScheck Version 4.4.3 Compliance Certificate 8) Application for Certificate of Occupancy 9) Check for $2[F0 Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. As always, I appreciate your efforts. Sincerely, V Th mas C. Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631)734-6405 FAX(631)734-6407 Town HaU Annex _rt. Telephone:(631)7g65--11802 54375 Main Road (631)765:hOld P.O.Boz 1179, roster nchert •townsout. nv.us Southold,NY 11971-0959. ` fit SUIDI1�tG DEPARTIV�F.NT T F APPLICATION FOI .ELECTRCAL 1NPECTION . REQUESTED BY: It.�lJ Date: I.L.J. 111 Company Name: Co t e. Name: ';q License No.: / Address: _ bk 1 J � act Phone. No.; — Z JOBS ITE INFORMATION': ('Indicates requlrex�nfvrrna#l+vn) *Name: C *Address: I :, *Cross Street: *Phone No.: j: Permit No.: •7 r Tax Ma District: 1000 S. bfion Block Lot: P — 1 *BRIEF DESCRIPTION OF U160RK(Please:Qnrw#:Cie"arfY) h r— d1 lSTIri G (Please Circle AI!That Apply *Is job ready for.inspec#lon YE '. / la(Q Rough:In` Final *Do you need a Temp Certifica#e Y NQ Temp Information(if needed) Service Size: 1 Phase 3Ph se 400 150 200:. 3)0 35�, 400 Other `New Service: Re connect Undergraurd Numf;er of Meters Change of.Service. Overhead Additional Information PAYMBNT DUE.WITH APPLICATIONLk) UAW C-L"- 4 L6�� ..,... 1 NS PiE07 o 82-Request for Inspection Form - ✓�� pF SOUlyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 1 197 1-0959 y�4UNTY,�1c� BUILDING DEPARTMENT TOWN OF SOUTHOLD April 12, 2013 Renee Poncet 17 Dosoris Lane Glen Cove, NY 11542 Re: 185 Wiggins Lane, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) r 3 A fee of$50.00. ,� Final Health Department Approval. (- Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37619 —Addition/Alterations SITE DATA SEPTIC PROFILE SCTM# 100035-05.40.1 (N.T.S.) PROPERTY: 415 WIGGINS LANE ADDRESS GREENPORT,NY 119" STEPHEN J.FITZPATRICK OWNER: BUILDING WALL FF EL 10.0 FT &RENEE PONCET Fn7PATRICK GRADE LINE ELEVATION q.l FT. SIIFFOLK COUNTY DEPARTMENT OF HEALTH SERVICESg 2.01 SMAVE.,APT.17H LONG ISLAND CITY,NY 11101 67,082 sf-1.540 ac 6RADE LINE ELEVATION C1.0 FT. I' MIN. 2' MAX. PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SU OR: PeconicS rveyma,PC I/4'/FT. SEPT 8• I TOP OF POOL 8.0 FT. 1 03" I JUL 0 9 2O�S INJE FAMILY REs►oENcE ONLY LPO Box C NSE#4961��d,NY Ni DATED 6/5/00 IE. +8.9'3' IE. t7.75' POOL BOT OP POOL 4.0 FT. DATE ��10. A.)IE. +5 25' IE. +7.67' GROUND WATER +G:cf,� � , ' s MIN _ A��R°��€° - - L CATION MAP o IT 0 N/F ERNEST WI661N5 \ FOR MA 1 ' BEDROOMS _ EXPIRES TH'R -CARS ~/ VACANT \ FROM DATE OF APPROVAL W / \ 0 yea o * W / PROP05ED NEW SEPTIC SYSTEM \ o \ \ FOR A 5 BEDROOM RESIDENCE 3 e Off. �/ TANK (ST) - (4) V VIA x 4 HIIGH LEACHING POOL (LP) \� 5 `3 \ \ Uj ®Oj 0 - FUTURE LOCATION FOR(2) V VIA x 4' \ Q / N h10 1416H LEACI-IIN6 POOL (EXP) N/F YUMA CORP. L j s� ?o so Z. BY MARK! V ONALD GEOSCIE CE j 2: Abandonment of existing sanitaryystem must be in TEST HOLE sourHOLD, I L ITIo conformance�✓ith department requirement Submit NO SCALE NEW YORK 11971 W W. E^ G(�AWL TEST HOLE DATA 415/12 ELEV.9.0 TEST HO 5 PACE" U as of. W VACANT +q.0' competed fo WWM _ p a F• S _ L N 1 FT. DARK BROWN LOAM OL e. 2.6 FT, BROWN SILTY SAND SM PALE BROWN SAND iy TO COARSE SANDE W - WATER IN PALE BROWN EXISTIN ��`� \�„ FINE TO COARSE SAND SW SANITARY 'P�� �'{�• COMMENTS:WATER ENCOUNTERED 8.1' \ SYSTEM TO BE BELOW BELOW SURFACE,ELEV+0.9' FILLED IN AN ABANDONED D % 1105 USES PUBLIC � � UT WATER TS OF NE V4112 5 8-1 degrees 52' 40" W EXIS SERVICE TOROUND REMAIN f o � ,, N SITE PLAN TE LAN wIGGIN5 '§CAL 1"=40'-0 / W�SUFFOLK COUNTY ATER 018350-'\ / AUTHORITY EXISTING VAULT ;•_ FRED \ / 4 METER TO REMAIN ` USES PUBLIC USES PUBLIC WATER WATER SCDHS SUBMISSION - __- - . •��e�IIgCfevcs®::er rc.�^�;,__.-^:,:.��...._:z:saevrusc- rac7^e�u:�:-_-:_.•_...i¢r� ' N R 3' °� SUR I/E Y OF PROPER T Y MPS 25 ca,NS N AT c S R� ��� �� N° GREENPOR T TOWN OF SOUTHOLD ER SUFFOL K COUNTY, N. Y. N�O�F m p 1000 - 35 - 05 - 40.1 f o SCALE: 1" =. 40' \ MAR 17, 1993 \\ / w60w MAY 31, 2000 (revision 1 \ G JUNE 51 2000 ( cerli/icalion 1 66° / CO -z- D3 00 LOT 00 wool) g�D 13\ 0 $ 00 I 0_ v Odd( \O OX 'O \ Cy 1 � o o 'Wl LOT 25 $° im CO 3' 0 R S � f E.GAR' YM S LOT 24 Zak. N 0 f NOTEf LOT NUMBERS REFER TO "MAP OF FORDHAM Posr a RAIL FENCE I _-- ACRES, SECTION 2" FILED IN THE SUFFOL K COUNTY CLERK'S OFFICE AS MAP NO. 4605 S. 89032'40" W. 111.03' [.Fob }3ol . AREA = 1540 acres `\ WIGGINS LANE, CERTIFIED TO, ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION $TEPFIEN J. FITZPA TRICK � OF SECTION 7209 OF THE NF_W YORK STATE F_MICATION LAW, EXCEPT AS PER SECTION 7209-SUBDIVISION Z ALL CERTIFICATIONS IiFNFE PdNgT nTZPATRICK '%� `'�°' "'eta. . 1 0, 49616, HEREON ARE VALID FOR THIS MAP AND CONIES 0I0?LOP ONLY IF' FLEET MORTGAGE CORP. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVF_YOR FIRST AMERICAN TITLE INSURANCE WHOSE SIGNATURE A PPE ARS HEREON. CONIC SU0&ONS P.C. COMPANY OF NEW YORK (63!) 765 - 5020 FA� (63I1 �65 - 1797 ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM 'ALTERED BY" P. 0. BOX 909 MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY 1.230 TRAVELER STREET OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS 'INSPECTED" AND SOUTHOLD, N.Y. 11971 'BROUGHT-TO-DATE' ARE NOT IN COMPLIANCE WITH THE LAW. i 98 — 14 4 SCDHS Ref.# RIO-12-0028 go MA5 9 SURVEY OF PROPER T Y 5 NS Zap 03 N AT GREENPOR T oz TOWI�I OFOUTHOLD .loff m . ? SUFFOLK COUNTY, N. Y . N O 1000 35 - 05 - 401 SCALE 1" _. 40' MAR 17, 1998 \ -G MAY.31, 2000 f revision ) G JUNE 5 2000 -( cerl!(icvlion J 0,,20' E• \V , April 3,'2013 (final) \ N•.66. \\� 91.1 'T'iz-b VvIOR KS FOR Z LOT 23 F4 +;E�CE Nw P 0iTc ow a sS APR 2. 3 2013 :,y.rr.;;.. 6'a ,.�(� L-oo Z� 0 0 t T';_2.z1vv3_jE �Ctv's1i1Qn F13t/@ been 'd p a' wP fP �Zo inspected and/or cerffaa by this department or nil U�ercies and found to kN be satisfactfl�y FORA CJ�AXl1.1U114 r 6 BEDROOMS. WafterJ.H'Ihari F."� �P oa l Office of Wastewater management SEPTIC SYSTEM S . O�A y �w °„' a cot! - LOT 25 \ ti� N sto++� ?+ O o MEASUREMENTS , Pao , o P = NOTE= a' 'e' ' ow Srrl LOT NUMPERS REFER TO 'MAP OF FORDHAM . ST. 2.4.5 ►5.5' ,�I w q ACRES, SECTION 2' FILED IN THE SC/FFOLK COUNTY LP#r rs• 2e' oONc' LP#2 2s:5' 2s' 'CLERK'S OFFICE AS MAP NO. 4605 -LOT4 ,h• o \ - LP#3 43.5' 42:5 I O 2• . t•12' LP#4 39 c < >. N .94-4i" X1'w �< DECEIVED AREA. = 1. 540 acres FENCE 1 wm- - s. / OF NEW;), AP O2' S 89'32'40" W. 111.03' d+ ANY'ALTERATIAN OR A 7`1�N' TQ TIEMS aRV€Y IS A VIOLATION CFRTIFIEA TO, ,� g�PP.CO. 4'g ��� �� �5 OF SE,. nVv 2 dF S rPIN J.' FlT�PA TRICK �r .• P ���� ��UI � t levy sc�`�. TF 'IJW YOIRX S ` TE EOCICAT W: .'..,'ti E is As PE13 SECTION 72o Stl IVi N ALL Tams REND ` PONCET•FITZPA.TRICIC z r �_ .- ' _ ,41�€ vA .FOR THS MAP AW,_ Ga it s TI t Y _ fY.i'`i 'T AfC TGi4GE.CARP. / N.Y.S. LIC. NO. 496/8 �fAP R 1P S BEAR TW A#VE�D AL OF TfAE_ VEYAR E, ', -- r iVHOSE SICNA 1 APPEARS HEREAI WIGGIIVS LA}I�IE COAfPAN f N WI YD ! SURANCE < ONIC SU ORS P C. AD-177ONALLY TO COWLY WITH SAV LAW THE TERM ALTERED BY' - �U r 6 ` .s 4a � .' Gap 765 - 5020 FA�C (631) 765 1797 MS tT.&T USED BY ANY AND ALL SU4VEYORS UTitJ AVr A C(fiPY D I, �� P. 0. BOX 909 Of A1.�OTl fi SU4VEYOR S MAP. TERMS SUal AS iti 8PECT�v' ANDR 1230 TRAVELER STREET AR T--TO-DATE' ARE NOT IV COA LIANCE WITH T� LAW " SOUTHOLD,--N.Y. 11971 -98 — 14 4 ,jREScheck Software Version 4.4.3 r4l* Compliance Certifica l E C E NOY - 7 2012 Project Title: Addition to the Poncet-Fitzpatrick Residence BLDG.DEPT. Energy Code: 2010 New York Energy Conservation Construction Code TUm OF SOUTHOLD Location: Suffolk County,New York ----_ Construction Type: Single Family Glazing Area Percentage: 17% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 415 Wiggins Lane Renee Poncet and Steve Fitzpatrick Samuels and Steelman Architects Greenport,NY 11944 451 Wiggans Lane 25235 Main Road Greenport,NY 11944 Cutchogue,NY 11935 Rponcet@Earthlink.net 631-734-6405 Tom@SamuelsandSteelman.com Compliance: Passes using UA trade-off Compliance: 16.5%Better Than Code Maximum UA:249 Your UA:208 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 596 30.0 7.0 17 Ceiling 2:Cathedral Ceiling 380 30.0 7.0 10 Wall 1:Wood Frame, 16"o.c. 618 19.0 2.2 26 Window 1:Vinyl Frame:Double Pane with Low-E 5 0.300 2 Window 2:Vinyl Frame:Double Pane with Low-E 5 0.300 2 Window 3:Vinyl Frame:Double Pane with Low-E 5 0.300 2 Window 4:Vinyl Frame:Double Pane with Low-E 13 0.300 4 Window 5:Vinyl Frame:Double Pane with Low-E 21 0.300 6 Window 6:Vinyl Frame:Double Pane with Low-E 13 0.300 4 Window 7:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Window 8:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Window 9:Vinyl Frame:Double Pane with Low-E 4 0.300 1 Window 10:Vinyl Frame:Double Pane with Low-E 5 0.300 2 Window 11:Vinyl Frame:Double Pane with Low-E 5 0.300 2 Window 12:Vinyl Frame:Double Pane with Low-E 5 0.300 2 Window 13:Vinyl Frame:Double Pane with Low-E 5 0.300 2 Window 14:Vinyl Frame:Double Pane with Low-E 5 0.300 2. Wall 2:Wood Frame, 16"o.c. 197 19.0 2.2 9 Window 15:Vinyl Frame:Double Pane with Low-E 5 0.300 2 Window 16:Vinyl Frame:Double Pane with Low-E 5 0.300 2 Window 17:Vinyl Frame:Double Pane with Low-E 5 0.300 2 Wall 3:Wood Frame, 16"o.c. 575 19.0 2.2 25 Window 18:Vinyl Frame:Double Pane with Low-E 5 0.300 2 Window 19:Vinyl Frame:Double Pane with Low-E 5 0.300 2 Window 20:Vinyl Frame:Double Pane with Low7E 5 0.300 2 Window 21:Vinyl Frame:Double Pane with Low-E 9 0.300 3 Window 22:Vinyl Frame:Double Pane with Low-E 9 0.300 3 Window 23:Vinyl Frame:Double Pane with Low-E 17 0.300 5 Window 24:Vinyl Frame:Double Pane with Low-E 17 0.300 5 Door 1:Glass 18 0.300 5 Project Title:Addition to the Poncet-Fitzpatrick Residence Report date: 11/07/12 Data filename:\\Sam uels-server\office\Co m mon autocad files\ACTIVE PROJECTS\Poncet Fitzpatrick\Energy Calculations\Poncet Fitzpatrick New York.rck Page 1 of 2 ►i - Door 2:Glass 18 0.300 5 Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 976 19.0 2.2 42 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:Addition to the Poncet-Fitzpatrick Residence Report date: 11/07/12 Data filename:\\Samuels-server\office\Common autocad files\ACTIVE PROJECTS\Poncet Fitzpatrick\Energy Calculations\Poncet Fitzpatrick New York.rck Page 2 of 2 ME mom p/OOa/a//O/aaaaaa/O/a0//a///O////as////�/O//'%O/Oa//O///////aaaa/O 10 ,i � w — �,,•��� � , w w rr w w r %�/a. //%/O/// ft G U 1 ----------------- s //O/OOOOa//�////Oa/////00� w 1 1 '• I -'J= r /WIN SITE DATA 0 �l SCTM # 1000-35-05-40.1 PROPERTY: 415 WIGGINS LANE ADDRESS GREENPORT, NY 11944 Uj OWNER: STEPHEN J. FITZPATRICK & RENEE PONCET FITZPATRICK 2-01 50th AVE., APT. 17H, LONG ISLAND CITY, NY 11101 � • . '^• SITE: 67,082 sf= 1.540 ac O 2� • % N ZONING: R-40 w Uj N/F ERNEST W I GG I NS % _ .• % �- � ' SURVEYOR: John Metzger Z • , ° ;�-� Peconic Surveyors, PC O Vol , ; PO Box 909, Southold, NY LU •� LICENSE # 49618 w , �''' `% DATED 6/5/00 Z O N REMOYE EXISTING FENOE AND ARBOR Z O OONNEO TI NG HOUSE $ WALL, AND ; N W O 'O STORE ON SITE PER OWNER. REMOVE % Q M O- EX I STING TREES/SHRUBS SHOWN TO BE � LUUATION 0 L9 / �� I SOARDED //' �: Q W s % SITE Z I �1U ''' ✓'' co i % o / !gyp\\ i'''•' '/'' \ ` `�, Z/ p\' o `• p Z d��' • '. EXISTINO STONE WALLFm � (0(0.•�' /'' � % N/F YUMA� OORF. o d �� Q 10L C� % �.� W LU .000 � % p�- % S-� % NEW I TION : TREE TO vi SUITE ADD I TI ON ON ONE STORY r ASTER SU O ORAWL5FAC,,E w/TRELLIS ATTA<OHED .l, `Odent;, \ \ (� \; rbbr otS Z- FROFOS D NEN SEFTIO ST`STEM LF ��\ �\ �, Q• M FOR A BEDROOM RESIDENOE TEST HOL � X ST � � �� - 1500 GALL SEFTIO TANK (ST) EL +q.0' �� LF \O �% � ° M % W -', - (4) 8 DIAL x 4 HIGH LEACHING FOOL (LF) X P �� = a , / M W• c� Z - FUTURE LOOA�T I ON FOR (2) 8' D I As x 4' LF �,�1 ?� TEST Q ko 0 s P O. HOLEU HIGH LEA�OH I NG FOOL (EXF) LF X W. . N F o ri x � NG -'' NO SCALE Q ~' TO�� T E 'C\ 0 �� EY MARK McDONALD EXISTING SANITARY �, � � \� / SYSTEM TO BE FILLED R A<I N �� GEOSCIENCE �4BA N:;IONED ,��•�A BOUTHOLD, N AND '� RETAIN STORM WATER RUNOFF � -�' , ''' \:\' NEW YORK 11971 PURSUANT TO CHAPTER 236 `------ ------- _r— '✓ � •��. �P,��oF N�wYO OF THE TOWN CODE. \ � �rPs sq,� VER I FY LOOA<T I ON OF EXISTING L '' UNDERGROUND NATURAL GABS LINE TEST HOLE DATA 4/5/12 ELEV. 9.0 �'4 ''� ,�A��,.k�, N i y -' FRI OR TO EXOA VAST ION N vt 1 FT. DARK BROWN LOAM OL 018350- � � ' 3 2.5 FT. BROWN SILTY SAND SM — PROJECT NO: N 1201 ' • '' �� I DRAWN BY: 'dop PALE BROWN FINE SAND r UT 8.1 FT. TO COARSE SAND SW CHECKED BY: Ts 51J I LD I NG NA�LL FF EL 10.0 FT �_.�-,_-,,�...--.- •- •--• GRADE LINE ELEVATION C .I FT. 5 8� degrees S2' 40 W '; III .O�' ELEVATION �.O FT. It EXISTING UNDERGROUND WATER IN PALE BROWN DATE: 8/1/12 GRADE LINE EL 17 FT, FINE TO COARSE SAND SW I ' M I N. 2' MAX. % WASTER SER�I GE TO REMAIN I N SCALE: 1•� -20'-0" W G G I N '; L A N E COMMENTS: WATER ENCOUNTERED 8.11 SHEET TITLE: 1/4"/FT. I/8" TOP OF FOOL 8.0 FT. SUFI=OLK COUNTY WATER BELOW SURFACE, ELEV +0.9' SEPTICLEACHIN6 AUTHORITY EXISTING VAULT TN1G FOOL METER TO REMAIN SITE PLAN I E. +8.33' I E. +113' SOT OF FOOL 4.0 FT. P. +7.67' kc7ROUND Y�I TER ELE1l +0.�' EXISTING OVERHEAD UTILITY 3' MIN LINES TO REMAIN SHEET No.: 7_C3A FINAL MAP SEE DECISION # I C F I �93 - (N.T.S.) SCALE: 1 " = 20'-0" BIDDING PERMITS i i i [t-—-—--—-H EXISTING WOOD TRELLIS f0 REMAIN GARAGE W i F—+--- - -F—�— F �- _ _I-l- O cl) >- I I-1- I-1- rn z 0 w-- CL 1 1 1 1 Z FOGL V W I-1- a _ W FF-—-— -—-FF > 0 o 0 W FF-—-— -—-FF J LAUNDRY 06 N Z TOILET EXISTING STONE PATH TO BE UI MODIMIED AS REO'D TO D ACCOMODATE NEW ADDITION (NOT IN CONTRACT) Lo ------------ EXISTING 5TONE aui TERRACE I � I I I I I I I I I I I I NEW TREATED WOOD THE L15 TO MAT H EXISTING w/bxb POSTS SET IN CON TE, 2)2x8 GIRDERS, 4 2xb BEAMS, ALL TREATED OOD, w/ST IN I I I I I I I I , PROVIDE 4" WIDE TRENCH D AIN AT JOI T BETWEEN PAI M 14Y NEW $ EXISTING TERRACE, G NNECTED T DRYWELL w/6" DRAINAGE PIPE. SEE 5 GIFIGATIO 5 � EX II 5T 1 NG STONE I I TERRACE PROVIDE APPROX. 150 sf RA DOM PA RN STONE I ' ------------------ PAVING ON 4" THK. REINF. CRETE 5L B TO MATCH ------------------------4------ EXISTING IN HATCHED AREA i i Z• I I EXIS7ING STONE WALLS TO i REMAIN i i a• _j i I LU � I i a LZ A ` - to ------------- -I ---- I------ W• 0ui ,/ % -------------- -- -�- - -��-�---f-r-- ---------- 2 W• - 7T 6 4 FT. HIGH CHIAIN LI K FENr,1� ' DN a ~• y Co. I �4 I ( I ' .1 RELOCATED.�i�t�- I 11 Ip� I I I I I 12 hb 10-lOy2 TIMBER (y;A�I�f-ER 10 OF I OpIZ 1 (4) x6 OSTI T RI LIVING x VING ROOM KITCHEN iir, C 3 3lol000 C#3 - — HOSE BIB ■ FHW31611 FHW31611 TW 442 1 TW 442 R� ��OF NEW�o( //, — „ram- !' /% %///%/ �D/�%/%v %%/% "/r -%// "�iw /%OO///% l�Z//% -%/%% "%///v %%%%% .i%iii/' s%�//.: :%%%/o i i // I I�/S xl3 lVL H / .<,, / /fir LI,■ �� - REMOVE EXISTING OL05ET 4 TO I / W2 SHELF 4 POLE SHELF POLE PORTION WALL FOR NEW DOOR.. 2x10@16 R.R. 2x10®I R.R. ° \\��-- --- -----fib'-0" - - -- ----- op �/ =_______ �p�o PATCH FLOOR 4 FINISHES p� ri GL. GL.In r9 ------- ------ --------- y. BHOSE BIB - - - �I - / ' I .D i .} t.f�" r, / ------ ----- hl , - a RIDGE•- °p Am/x PROJCT N O:xx I o cl I HAL 1201 ! I WOO CABINETRY n I kIn 1 Q OOD FLClRING BY DRAWN BY: "5 2x12 RIDGE 2x12 I I TICS MASTER 1 i � ���' `L' I E ED BY: All x SIT I NL BEDROOM I I ING I TRAY CEILING I d) v I j M GAT EDFN GEL I WOOD FLOORING 1 cv MATE: p �,_�. , lO-d ,�, " „ REMOVE EXISTING FOYER GUEST 8/1/12 I _ I WINDOW 8 INFILL w'NEW BEDROOM 1 p IE : " FRAMING FINISHES SEE INTERIJR10RIN& ELEVATIONS I O j M ..TE A TH ;— 1/4" = 1' - 0" WOOD=L I cV 2 �.F LE FL n ORING STUDY BATH I NI +-- - -----------------[--/-- --- SHEET TITLE: no by2■ �ry ,'� I varvlty UNi seat M (2)2x8 (2)2x8 3)2x10 F USH HDR UP FLOOR TW2 052* 1 TW2 052* AW 81 s R HOSE BIB II PLAN TW2852 )HP 2 TW2852 I CR14 CRI4 C 4 CR14 CR14 C13 C 3 C13 I (2)2x6 POST 2xb FRAME WALLS w/SHIINGLE (4)2x6 POST TO RIDGE 1 EXTERIOR FINISH, R-1-1 1145ULATION 10'-0" 101-0" 4'-10" 6'-5" 6'-II' 4'-10" 8'-0" V-2' 00 2 O-O■ I 541 Z" DN [-E-A � csiora#I SHEET NO: �(0 ti— in— ADDITION LOORP' LAN I R EXISTING SCALE: 1/4" = 1' -0" BIDDING & PERMITS SITE DATA SCTM # 1000-35-05-40.1 PROPERTY: 415 WIGGINS LANE ADDRESS GREENPORT, NY 11944 SEHEN J.0 OWNER: 2T01P Oth AVE.TA T.T71H, LONG ISLAND CITY, NY 111011CK '2- • •� SITE: 67,082 sf= 1.540 ac 4c o��• • '0 N ZONING: R-40 LU Uj N/F ERNEST W I GG I N5 ,��� �, 3: .�' ♦ SURVEYOR: John Metzger 0 Z � .•� �1�-� Peconic Surveyors, PC PO Box 909, Southold, NY LLJ F �. dop �•� LICENSE# 49618 w �•��•� ♦ N DATED 615/00 OO. NO REMOVE EX 15T I NG FENCE AND ARBOR - W p CONNECTING HOUSE $ WALL, AND NO — W •O STORE ON 51TE PER OWNER. REMOVE J •00••0- 0 O01.01 m_ - EXISTING TREES/5HRU85 SHOWN TO BE LOUA I %AM `� ♦; '�'� DISCARDED `� U s • .• ' ,, ' `� � SITE � 06 Z � dop Imo'' .00, Z v/ 400,000 N . EXISTING STONE WALL `• N/F YUMA CORP. ' ♦ �, O Z r LIJ LU Re _y loop e;,0 � TREE TO NEN ADDITION: � 1 REMA I N ONE STORY IMASTER SUITE ADDITION ON `� o ` GRAWLSPAG'E w/TRELLIS ATTACHED • f P� LP . ... 06 Z• PROPOSED NEW SEPTIC 5Y5TEM �` - X ` `• cna• � FOR A 5 BEIDROOM RE51 DENCE 0 TEST HOL 5T ` ♦ RL r,, OM-11 INATER RUNOFF SEPT(G Tr4N�G (ST) EL +cI.0' �� L ' ,;:.i. 0 P!'�'�1_P,NT T� CHAPTER 236 A ° ' 8 1500 GAL f' OTED L ♦;N CF THE TMIM CODE. APPROVED - (4) 5' D I A x 4' HIGH LEACHING POOL (LP) X q t ; ` F p ♦� DATE �( �a� P. _ W' 5 - FUTURE LOGAT I ON FOR (2) 8 D I A x 4 ♦ P�` ♦ TESTNOLE 2 w. N S NOTIFY BUILD NO DV` A Q I • HIGH LEACHING POOL (EXP) NO SCALE , ij 3 , @§=jga AM TO aMR THE O y FOLLOWINQ BE ; .:.._,. �: FOUNDATION=TWO REQUIRED THE TO 'C�N� BY MARK MCDONALD FOR ROARED CONCRETE. EX 1ST 1 NG S,�N I TARP a: �����-�R"�'I�IIN� bL�"'�I�t"O ��� O GEOSCIENCE %TRARPINO.. ELECTRICAL&CAULKING SYSTEM TO BE FILLED I N ,�i•'�' SOUTHOLD, :- 4. FINA�CONSTRDOTION ELECTRICAL IN AND ABANDONED � •''' •�� ���� NEW YO RK 11971 � ��,} MUST��COMPLETE FOP,C 0. .i ��L FON�fiR1�fil®N MALL MEET NI` �-—————— —�— • �•�� R OOMR I d=Nfi%Of THE ODES OF Ntw of r��w ——————— WRR%fAlt NOT RE%MNSIRI:E f(A �P�� Y° VERIFY LOCATION OF EXISTING '�C� mmmmS,RUCTI®N RS �o�PSC. Sq���� I ti ♦`` TEST U) UNDERGROUND NATURAL GAS LINE _ HOLE 415112 ELEV. 9.0 PRIOR TO EXCAVATIONdov (i % ' 1 FT. DARK BROWN LOAM OL N �,��� p �_ _ �f i N = • -% 40 2.5 FT. BROWN SILTY SAND SM — PROJECT NO: I ,i�'�d,P�g�P� PALE BROWN FINE SAND r DRAWN BY: UT 1 do (� 8.1 FT. TO COARSE SAND SW CHECKED BY: Ts BU I LD I NG Y 4ALL FF EL 10.0 PT GRADE LINE ELEVATION FT.� T. 5 8� degrees111 .03' WATER IN PALE BROWN DATE: 811/12 GRADE LINE ELEV �'A I ON 01.0 PT. = EXISTING UNDERGROUND W FINE TO COARSE SAND SW i MIN. WATER SERVICE TO REMAIN 17 FT. SCALE: 2 MAX. 1 =20-0 1 NS i L A N F. COMMENTS: WATER ENCOUNTERED 8.1 SHEET TITLE: I/411/1=T. "/1=T. TOP OF POOL 5.0 PT. ! BELOW SURFACE, ELEV +0.9' PLUMBER CFRTIFICATICNI ti SUFFOLK COUNTY WATER S�EPT1 G EACH I N 1 AUTHORITY EX 15T1 NG VAULT * ON LEA v c: R.(rervT eEFo �� � ��-"` °��`�� _ ��� CERTIFI,uJ'�. � OFOCCUPANC TA` POOL METER TO REMAIN € `; IpA,�, 1" ,� sn!�, usEDlN 1l�ATER SITE PLAN BOT OF POOL 4.0 PT. _ , ' � �. • EXGEIEL 2/10 OF CANNOT E. +1.67 R EV +0.�1' ,y; v GROUND INATE L EXISTING OVERHEAD UTILITY 3' MIN LINES TO REMAIN P+-�I����BIN7(° ALL PLUVF1NC ASTE SHEET NO.: ALL &%VAT�R L.!". _;; NkIED P L T E S T I P'r c,r r0 C,` V R!NG rmOFIL .SE'Tic (N.T.S.) SCALE: V = 20'-0" BIDDING & PERMIT S STRUCTURAL REV I EN SY STFVE MARE5GA, PE WIND-BORNE DEBRIS PROTECTION FOR OPENINGS M073 1 as-0-1 WE5T MONTAUK H I GHNA--r, HAMPTON 5A`r5, NY I 1 cI46 FFOR WALL OPENING PIROTECTION OF120 MPH 3-5ECOND WIND GUSTS PHONE 631 �28 �480 ( MAXIMUM MEAN ROOF HE 1 GHT: 359 SIMPSON LSTA - 20 RAGE RIDE)= STRAP - ALL ROOF RAFTERS USE/OCCUPANCY • N vE'OF A '. CLASSIFICATION DESIGN CRITERIA: ICE SHIELD UNDE I AYMENT 51 N&LE FAMILY RE5)DENT I AL I REQUIRED - 24" FROM EDGE DE51 GN IN ACCORDANCE W I TH AMER I CAN uj SHUTTER ASSEMBLY I C� J FOREST PRODUCTS FOR FRAME FAMILY HOUSE N.T.S. � • FOR PANEL SPANS: O < 4'0 WIDE SPAN I HEIGHT PRE50RIPTIVE METHOD 25/52" (3/4") APA SPAN-RATED��48/24 5HEATHIN6 GRADE PLYWOOD i , • ALTERNATE G POSITION OF 3rJ' '-Q�� MAXIMUM LU (OVERLAP AROUND OPENIN65 ) GROUND 5NOW LOAD - 45 P5F. W SIMPSON H3 - FIRST LEVEL - 40 PSI=. L.L. A SSEMBLY: _ ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ •I I LIVING AREAS - 40 PSG. L.L. 0 c ) >- #Iox3" (w/ WA5HER5) &ALVINIZED oIR 5TAINLE55 STEEL , I BEDROOMS - 30 PSG. L.L. SIMPSON H2 HURRICANE WOOD SGREW ® 16" O.G. , ( � GLIP NAILED. FROM ALTERNATIVE FASTENER FOR SHUTTIER TO BUILDING: RAFTER TO STUD. - FIRE AREA WIND SPEED - 12o MPH Zft #10 TEE NUTS ATTACHED TO BLD6. w/ #10xl-1/2 ( W/ WASHERS) I I T'rPIGAL ALL RAFTERS SEISMIC DESIGN CATEGORY - 5 MACHINE BOLT ® 12" O.G. �-\ i 5 - ea NAILS EACH END RE51 DENCE: X WEATHERING - SEVERE (1) w �_ ce APA RATED PLYWOOD TO PROVIDE Od COMMON FROST LINE DEPTH - 36" 0 a TO TOP of TOP NAILS a 4" O:G. AT TERMITE - MODERATE TO HEAVY •- Z \ I EXTERIOR IOR EDCW- OF ALL TYPE OF CONSTRUCTION DECAY - SLIGHT ~ W ICE SHIELD UNDERLAYMENT REQUIRED - YES � ® � CONVENTIONAL LIGHT FRAME WOOD > 0 CONSTRUCTION O W.. I ) W Z LTPLE SECTION A55EMBLY: I 14" THICK BOLTS ® 2' OG ' GENERAL NOTES ad N co I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE D15P05AL SYSTEM AND FRESH WATER SUPPLY z Z ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DE516NED AND BUILT IN ACCORDANCE 0 BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. 0 MYY400D SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN I To OVER LAP BOX (,-, BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AG&RE&ATE WITH A ACCORDANCE WITH THE NEW PORK STATE ENERGY MINIMUM 28 DAY STRENGTH OF 5000 PSI CONSERVATION CODE. I� I� I I ' Q to SIMPSON MSrn 15. ENGINEER TO BE NOTIFIED IN WRITING OF ,ALL Q T- 1 1/2" 141M - 20 6A6e 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- CHAN6E5 PRIOR TO AND DURING GONSTRUGTIION. m' ( l I I I I ( I METAL STRAP e480 oG. LARCH STRUCTURAL GRADE #2 OR BETTER. uj -' - 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ib. ELECTRICAL AND MECHANICAL COMPONENTS TO BE Q I� �'� �•f " DOUBLE TOP DESIGNED AND SPECIFIED BY OTHERS. V I I I I 2 x 6 e16 O.G. PARTITIONS, EXCEPT A5 NOTED ON DRAWINGRRALLEL S H U TT E R AS S IE B LY , I , I ( STUDS I?. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE N.T.S. 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND �325 BOLTS, 3 4T EPDXY I'NDIAMETER.T. ALL FASTENERS TO BE ASTM 0 FOR PANEL SPANS:4' OR WIDER SPAN ,r� FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. I 6. ALL DIMEN51ONS AND &RAVE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMIT'S AND on 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD INSURANCE NECESSARY TO PROTECT THE E1NC71NEER (OVERLAP AROUND OPENINGS 4") i i I i wRAP + NAIL STRAP VERIFIED BY CONTRACTOR(S) PRIOR TO START OF AND OWNER. (OVERLAP STRONA-BACKS, ® 24 OG GO FOUNDATION AND ORDERING OF MATERIALS. THIS �� , -' , - AROUND SILL PLATE 4 - 8d NAILS 1 1 AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A 501E Iq. DO NOT BAGKFILL AGAINST FOUNDATION WALLS 2x4ASSEMBLY: I I ! ( SIMPSON M5T29 BEARIN6 CAPACITY OF TWO (2) T5F AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. 1 1/2" AIDE - 20 SA&E LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT U. PREASSEMBLE PLYWOOD TO 2x4'5: # lOx3" (w/ WASHERS) GALVINIZED OR i , META- STRAP e`b" 00• THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 5TAINLE55 STEEL WOOD SCREW ® 12" O.G. I.p' NAIL SFIEATHIN6 To SILL PLATE CONCRETE SLABS TO BE COMPACTED TO g59G AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. ad Z 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ 8d NAILS e 4 oG. RELATIVE DENSITY. • #IOx3" (w/ WA5HER5) GALVANIIZED OR STAINLESS STEEL M WOOD SCREW ® Ib" O.G. 1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND V� Q . ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING= 2 - "5 RMAR • •. 2 x 6 SILL PLATE SUPPORTED BY DOUBLE UPRI&HT5, Q.0 FT AND OVER ON EACH LEVEL OF DWELLING A5 REGUIRED BY LD&. w/ #IOxi-i/2 ( W/ WASHERS) AGa Ate' NEW PORK STATE BUILDING GORE. -� • o 0 2 #10 TEE NUTS ATTACHED TO Bf BY TRIPLE UPRI&HT5. ALL HEADERS TO BE MACHINE BOLT 0 12" O.G. SEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. W .. FOR VES16N. ° "" x 12' ABNtA R oG. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO Z W u. W FENDER 8. PROVIDE FIRESTOPPIN& AT ALL LEVEL AN EX15TIN6 DWELLING REQUIRING A BUILDING PERMIT "<Z PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE W •v,r,w - GLAZED OPENING ROOF BREAKS HOUSE BE UPGRADED WITH HARD WIRED 4 a o WINDOWS PROVIDE FLASHING AT ALL W . PROTECTION 15 REQUIRED FOIR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. �`'_ IN ACCORDANCE WITH LARGE MISSILE TEST OF AND DECKS ETC.. Q • ASTM E Ig96 AND OF ASTM 18s86. 23. THE NYS GORES ALSO APPLY TO ACCESSORY CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. v M IN LIEU OF THE ABOVE MENTIO>NED WINDOW5. HOLD DOWN + SHEAR CONNECTION woo PANELS TO BE PRECUT TO FIT' OVER WINDOWS WITH Ii. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD HARDWARE PROVIDED. FA5TENER5 TO BE DE56NEPDAT CRITICAL LOAD PATH # Q.6 FOR THE INSPECTION OR SUPERVI51 FEDERAL, STATE AL16N WITH WINDOW JACK P05T5 , HEADER SILL L 5HALL COMPLY W/NY550 CHAPTER 2504. PANELS TO BE MAINTAINED OMt SITE. THIS CONSTRUCTION PROJECT. FE , LABEL LOCATIONS ON EACH tN SITENEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE R -SPON5151 L I TY OF THE CONTRACTOR. pF N E!v y0 S C. S,q OOP � FRAMING NOTES NAILING SCHEDULE TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d a 4" 'F s 0183501 \ 4 PAPER ASSOCIATION DOU6LA5 FIR LARCH STRUCTURAL GRADE No. 2 OR o.a. EXTERIOR ED6E5 AND 6 d a 12 o.a. 11 Bel TER• INTERMEDIATE. 0 5IZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES -PROJECT NO: 2. ALL SHEATHINS TO BE APA RATED, EXPOSURE I, 5/6" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1201 h RAFTER/TOP PLATE 3-6d (TOE NAILED) MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. -DRAWN BY: o CEILING J015T/TOP PLATE 3-8d (TOE NAILED) 3. ALL SUBFLOORIN& TO BE APA RATED STURD-I-FLOOR, CEILING JOIST/PARALLEL RAFTER 1-Ibd (FACE NAILED) EXPOSURE I, 5/4" MIN. THICKNESS. ALL EDGE5 OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT s �10 CEILING JOIST LAPS OVER PARTITION 'l-Ibd (PAGE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE CHECKED BY: COLLAR TIE/RAFTER 2-Sd (ea. end I-II/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECo" OR APPROVED EQUAL. FOR TCS GABLE ROOFS BLOGKIN6/RAFTER 2-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE RIM BOARD/RAFTER 2-I6d (ENDNAILED) NAILED) 4. ALL HEADERS b'-O" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER WITH DOUBLE UPR16HT5, 41'-O" AND OVER WITH 8/1/12 o Flo TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) TRIPLE UPRI&HTS. ALL HEADERS SHALL BE A CONNECTIONS. o TOP PLATE AT INTERSECTIONS 4-I6d (FADED MAILED) MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWING. 15. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA a STUD/STUD 2-I6d (FACE NAILED) h HEADER/HEADER I6d (FACE NAILED) 5. SOLID BLOGKIN& SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES HOOD-1-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 2-Ibd (END NAIL'.ED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS ANDSHLLT TITLE: ® 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED lob o <�45 0 BOTTOM PLATE/FLOOR JOIST 2-I6d (FACE NAILED) GIRGULATION IN ROOFS. J015T/51LL, TOP PLATE or GIRDER 4-8d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB 0 2-8d TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENIN65 ( skylights, 5TIFFENER5 SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL BRIDGING/JOIST ( stairs eta. ) OR A5 NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 5/4 BLOGKIN6/Jo15T 2-&d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-Ibd (TOE NAILHEV) 11. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF lo0 o Aso JOIST 10° 6 < '45 0 LEDGER STRIP/BEAM 3-I6d (FACE NAIILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS JOIST ON LED6ER/BEAM 3-5d (TOE NAILED) PROVIDE Sd GoMMON NAILS m 4' o.G. BAND J015T/JO15T 3-I6d (END NAILIED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT H16H PRESSURE ZONE - 6 o.G. BAND JOIST/SILL or TOP PLATE 2-I6d (TOE NAIL'.ED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" VIA. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. PLYWOOD ROOF DEGKIN6 8d a4" O.G. EDGES, 05" O.G. FIELD "TEGO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS ® 12" O.G.. SHEET NO: 100< a -('50 25 STRIP SHEATHING 8d (ONE/RAFTM PLYWOOD WALL SHEATHING 8d ®4" O.G. Wr=M, ®8" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. 15. TH15 DRAWING 15 AN INSTRUMENT PREPARED TO PROVIDE ad NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD SUBFLOOR DEGKIN6 8d 06" O.G. Ems ES, 012" O.G. FIELD BUILDING GODS AS A MINIMUM. ALL 2X6 STUDS PORTIONS of PAN>=1L5 IN HIGH PR1=55URE ZONES. SHALL RECEIVE 5-IOD FACILITATE CONSTRUCTION AND SHALL NOT 8E NAILS AT SILL AND PLATE. IN ALL GASES GONST'RUED AS A CONTRACT BETWEEN BUILDER AND Noce = a ■ 4 FT RE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. COMPONENT AND CLADDING PRESSU oWNER. 1 I ' RECESSED M L N NM ROOIF TO I , PROVIDE AGGE" TO EXISTIMS I LINE OF EXTERIOR WALL. OM-OW WINDOW. PROVIDE LEAD COoATED I c,OPPI!R FINISH, FLASHED INTOO ROOF 4 EXISTING WALL ' 1 I 1 IEXISTING SLAB ON GRADE ABOVE W uj VENTED D6E I I ROOF w44M D z I SHIN61-15 LLJ w I LAYOVER ROOF WWO PLATE ONco �— PLYWOOD SHEATHING HELOW o I IZ , IZ IZ IZ - z VENTED RIDGE ' ~ V W I I Q ASPHALT ROOF SHINGLES ON I La I50* 15LO6. PAPER ON 9/4' 1 PLYWOOD DECKING LU z I � a I 1 om o V) I 41112 IZ I Z 1 I 1 n 0 0 � - 1 Qui P L H [7. \00r SCALE: 1/4" = 1' -0" 1=XISTIN6 GRANT. SPACE 0 PROVIDE R-19 MATT INSULATION IN om JOIST SPACE ABOVE $-a. 21 Z, bxb TREATED WOOD POSTS SET INGONCM;"TE FOOTING AT 5'-60 DELOW 6RADE ad Z• N Q• � � NEW b" THIC. POURED GOWAIL& E POUNDAITION WALL w/(2)*4 54" AT TOP EDGE 4 POUMATION DOLTS 046. Ord. PROVIDE 16"X6" POURED POoTNb w/I A4 BARS. VoV0.NEW Pof"ATION &WJ• E INTO EXISTING U) U)- II II Q , II I II II EXISTING, BASEMENT • .-, EXISTTNS PNISHIES 41 L16HT 4 Lst-fxa IFcxg i �x� ` �X� i _ FIXTURES TO RMvIAIN 14 --- 1--- ---- ---------------------�--- -- ---- --------------------- ---------- --------------------------------•---------- --------- CONNECT TO I -- ----------------- �O w F E 1 4 -------------- ----------------- -- EXISMS SUMP TO RE N. i -- --- ------------ �Ps c. Sq yG I r ------------------------------------ _________________T --I-�. HOUSE SEWN, WCtrJANOUT ;r , i I I ( I I I I EXISTING PUBLIC I I I WATER MAIN TO �--- r---� I---- , --- RLIAIN -----------J --- � r 0 B ' ' OPERAME 16"xb" I _ _ I I I NEW OPAKL. 5260 6 i om a,�" - ''I i D'-5• D�g" 8-11• 8=11• O i PROJECT NO: 1201 LINE OF t RAWN . FI ABO'1/E r- •-� TCS Q ' 4L�c10 61RDER- ' -=1----- - --� _- IO,- 1 1 I RI 11-' L- - __-J L- '- ' ' L - - I I I I 1�1 i PROVIDE R-ICI BATT I T1ON `�I i I I - I - - - - ►p�/E �ggT1 —� I ATE: I -- I IN JOIST SPACE H STORAGE 1 I NEW GRAWI.. SPACE . ' y---, 1 . I - WItrDOY'1. 8/1/12 PROVIDE Z' THK. I �1 I 8"xlb' GOhIGR1=TE PIER ; ' OPI NINE TO of I - CONCRETE SLAB �.I ., Z4'x24"xa" GONG. N6 I ' , NM GRAw. SP 1/4 = 1' - 0" I I 1 1 w/C?J 4 MARS, EACH Y fTYP.) I I 1` FOR.AGc w rECH I I ROOM SHEET TITLE: I , 1 I I � - - 1 1 I I ------------------------ MAN PALL 5OXTONEW NI�. >17RDP I 1 61 AHD AHD RIEMAIN 1 1 r--+- ------------------+---------------------9 1�1�-�-------r- ---� r------ FOUNDATION 4 PLAN 1 10-O i� EXI57IN6 MAIN HOUSE 56^ER WGLEANOUT, TO MAIN 6" 20'-0• 25,-0. 61-00 5-Z- SHEET NO: 01 I NEW HOUR SEW€:R w/GLLEANOUT FOR WASTE FROM Hm "I* P1.LJNBIN6. TEv - AVMPY DCST LOGATIOM MR HIOUM r'2� 0, U H D 'K ON P- LA H, 1 SEWER i C4ZAN-OUT SCALE: 1/4" = V -0" BIDDING & PERMITS LL LL uj 1 1 1 1 EXISTING YVOOD TRELLIS TO REMAIN ,g 11 I I Lu Z It_ _ _ _H- z W N 0 0 (L I 1 I POOL W Ifi Ifi Q ® W > (5 FF-------FF p � w - - - - z W - - - - W z FF FF J LAUNDRY ad N Z 4 TOILET z EXIST NS STONE PATH TO VE O �_ MOVII21 AS ROOD TO um AGCOMODATL• NEW ADDMON MOT O IN CGON'TRAGT) to= ----------- Ml ING uj TERf�,4GE I I V I I 0 I I I I I I I I I I I I NEW TREAT® WOOD IS TO MA EXISTINGI ------- w/bxb POSTS 5ET IN OIt� ---R5, 4 r ----- -- 2x6 BEAMS,ALL TREATED ,rl/5T IN I I PROVIDE 4" WtDE TF45 CH AT.JOT IETHXX NE" 4 EXISTING TERRA CA T�7 T DRYY'®.L, I�00 w/b• DRAINASe PIPE. See IFIGATI EX151ING STONE TERRA C, PROVIDE APPR,OX. Iso NE sY PA STO PA~ ON 4" THK REIN!•. TO MATCH - 4-----4----------------- 06 Z• I I EXISTINS IN HATGHE V AREA WSTINc9 STONE WALLS TO REMAIN .- I I g �- WJ• z I In we -------------- ------------- Ewe .7 T—T a 5 r 6 ON ate• � � 4 FT. HIGH CHAIN Lit FENGE', ' • N N 1 1 RELOGATW-0.0;'i= 1 10' I 12 10-14 W I I POOL�S��� I , I KITCHEN IT RI - - LIVING ROOM `-- Qi — HOSE DID ■ 10 - �. — - _ C 3 C 3 C 3 _ % F N E t1r W 1611 FH 1 TW 442 I TW 442 � ic,. REMOVE II "xl LVL �\\ I , ' SHELF 4 POLE may 4 POLE PORTION WALL FOR NEA DOOR. i i p TO iLi. �' --------------- - �< . PATCH FLOOR 4 FINtSHeS 2x1OO16 R.R. T j I I COL. -- - 18350A B HOSE BIBi ------- ----- / PROJECT NO: I I / I � j � 1201 6 I Hb,I I � I I 11 l� r\}:,,r,� � I I I I v BY ABI �) i kin 1 I HOOD mdooRIN6 � fi\\ �� : — cI2 l _ TCSo,� �_ Q i CREMED BY: 51 -' It DROOM I ILIN6 i A 0V F 1LOATEORRIINS/I ° s-2" lo'- 's' REMOVE VASTIN6 FOYER GUEST • 8/1/12 I , WINDOW 4 [WILL mWM 5EDROOMCALE I � IF !, FRAMINS 4 FINISHESWE INTERI AT IONS ; 1 • �- 1/4" = 1' - 0" YVOOD fl \ , i i LE! RING .i-s n ��� HEET TITLE: of \\ ` L noot 1O >>I /i I9'�1I• �': % .Z:; �.. /.. ./<,.,,;, 7Y� �'r,%� Y — f: ':i, o/ UP FLOOR -.-_ _ -iW2 052* 1 TW2 052* AW 81 PLAN TW2852 DHP3 2 TW2852 1 CR14 CR114 C 4 CR14 CR14 C13 Cl3 C13 I 2x6 FRAME WALLS r4/9I4INSLE (2)2xb POST EXTERIOR FINISH, R-Iq INSULATION (4)2x6 POST TO RI06e I . 10-0 10-0 4-IO '3 b- b-11 4-10 D-O 3 2 J. SHEET NO: 20'-06 I 84-2• DN AM ADDITION EXISTING 1;�mm L 'm m 0 OR P '"Ll Ala n R rm r" - SCALE: 1/4" = 1' -0" BIDDING & PERMITS VENTED ROOF SHIN rpL.E GAP CEDAR SHINGLE SIDIIN6 ►4!T' A EXPOSURE. ALIGN w�g5TIN6 5HINSL.E G 6 TRIM TO MATCH EXISTTINS, INCLUDING Ixb FASCIA w/501-10 GROYW i Ixb PRIEZE UJI rr/BED MOLDING IZ i Ix4 PRIEZE OVER WINIDOW CASING IZ I w/YVOOD DRIP MOU..I�INIG EXISTING RESIDENGC TO REMAIN. REMOVE EXMTIN6 ROOFINS AND w/FLASFIINS i PROVIDE NEW,PER SPECS. W LU Ixb FRIEZE BOA" OVER Z WINDOW CASING w/W = DRIP MOUI.,DINS w/19J45HIN* O z C3 C3 Col w z 0 O a. — z VINYL 5H)rTM TO � 2 Q ® W 4fi MATCH EXISTING CR14 R1 R1 R1 R1 R14 ♦♦�nn 28 2 DHP31052 28 2 TW 10 2" 10 2' O V z W W z FIN. FIRST PLOOR om ---------------- ------- -------------------- --------------------------------------- --------------------- -.------ -------------------------------------------------- ------ ----------------- A ------------------------ z �- - = PAD C � i 6 0 ® t� FOUNDATION BEYOND i , S — — ------------------------------------------------------ T-----------------------------------------------------------rj------------- ------------------------- --------� -------� �------------ -----------------1--------------------a-------------------------------------- 1---------------------- ------ Q = r V SCALE. 1/4" 1 -0" ------------------- ACV lT101N EXISTING CL NEW TREATED WOOD TRELLIS TO MATCH EXIBTIN6 "x6 POSTS SET IN 3 CONGRL'"T>;, WZ0 blf�5, i Zxb C 3 C C 3 ad Z• BEAMS,ALL STAINED U' a' W —�• � z Z --------------------------------------------------------- W• � W• ` cg ate• ---------------------------------------------------------- 110R] hl SCALE: 1/4" = 1' -0" I EXISTINkS RESIDENCE TO REMAIN. oo REMOVE EXISTING ROOFING AND i REC -deW' YtSA. IN NEVI ROOF TO C�OF NEWy PROVIDE NEW, PER SPE05. i PROVIKWODE P'ROVIDETO EXISTINS q STATED c,�BPS C. S ��',� COPPM FIINISR PLA 4W INTO ROOF i EXI5TiN6► WALL I I C ,U �18350.1 G� i r- PROJECT NO: C3 C3 C3 1201 I i TCS - - I FUl 8/1/12 2 a NCI TREATED MW TRELLIS1/4.. _ 1 TT . off 2 24 2 MATCH EXISTING WeMb POSTS SET IN - 3111 MY Hil FH 31 11 CONCRETE, (?)Zxb OIRDERS, i Zxb HEET TITLE: ILBEAMS, ALL STAINED ---- ------------------------------------------ ---------------------------------------------------------------- --------------------------------------------------------------------- ----------------------- -- -- -- ELEVATIONS ---►-- ---+- --------------- -------------- --}---�-�-- POURED, CONCRETE I 0 FOUNDATION BEYOND PRO1/IDE FLASHED •4" GONG. I3L.OGIC SEPARATION BETWEEN WOOD FRAMINS -------------------------------------------------------------------- _ ----------------------1-1---L-L-------------------------------LJ---1-�-- i TEFJ AGE SLAB. PROVIDE SEARING SHEET NO: ------------------ ------------------------------------------------ ------------------------------------------------------------------------- FOR SLAB ON FOUNDATION -- i L r ON SCALE: 1/4" = 1' -0" BIDDING & PERMITS W 0 7=LU TWO ALL FLUSH CONNECTIONS s 0 END bA9LZ OF EXISTING HOWE TO Z 1°'RO'1/117E CONTINUOUS VENTING •' REMAIN AT RIDGES U) W O O BUILT-UP 51RUGTURAL RID6L PER a MOOR PLANS. PROVIDE Rwv. HURRICANE STRAPS TO ROOF" � � w FPROVIDE ROOF WELL AT EXISTING WINDOWS RAFTERS w wvrRAMED ENCLOSURE w/SLOPED BOTTOM. RPOVIDE + -10• TOP OF RIDGE BFAM SOLDERED LEAD COATED COPPER FLASHING C' O rwIGOINTER FLASHING AT SHINGLE WALL z W .�.L� ASPHALT ROOFING SHINGLES ON w zOVIDE LEAD COATED COPPER .SiE Ni9.ASHiNS 4 GOINTER FLASHING AT ROOF WALL HURRICANE CLIPS 2) P RPL o D DEGKIN6 ON � IMITERSEGTIONS, BY PATCHED 2x10 RR o Ib". PROVIDE J SHINGLING ON WALL GONTINJOUr' VENTING AT MV*E PRD'VIDE R40F WS.L AT EXI6ITIN6 � Z mA RAMED ENCLOSURE MP-LORM BOTTO1 I. RPOVIDE z SOLDERED LEAD COATED COWPER rLAS IIIINS r WLWTER FLASHING AT 5MN&M WALL O Um S2 ® S2 +11'-40 TOP OF RIDGE BEAM J r PATCH EXISTINS -- PROVIDE "IRA1T' CEIL.INS ® �• SHINGLES AS REWIRED i---- emms, ALL Smms. BLOGams r--- AS REQ'D FOR:SYMMETRI CEILING :1E < ui I � -------------- -- ----- - +I2'�1'4" TOP OF PLATE r � +II'-1134" 'TOP OF k 0 - _ _ - ALUM FASCIA RCS SET104M ROOM _ _ l 5ITTINCV ROOM CL L128 bc4 V-OROOVIE 90?49T&PARD W GONTINJOIJB I-MA R YEW PROVIDE Q Ml� �fiZ rNSCGT SGRCC�IIIr6. cTYPi MIA �STEfi� � Q OF�M F'L�A OMPI6Z�cb�v 4 I BED OOM �3 I7i�00M STUDS,w/R-Iql mwr I T1ON Hoop RLOORIIN6 ON DOS . PAF k ]LIE � IIJ- Nf Z• ON 8/4 PLYWFOOD 6L. NAIUP TO di" TJ JOISTS AT Ib• IIL I M Q• a P2 +5'-11 w+St'-113'4 TOP OF SUl LOOR --- -- z I � 3'f• TOP OF' --� ------- ----------------- ------ - 51-0" 'TOP OF FOUND ON 5__�. TOP OF FOUNDATION =c Lug '� n a C W• a GONG.Si.AB IN r GR46WL SPAGE // \ / / / / w, CONC. eLK.MASONRY , {; /\\\ Mtn• \\i\\\\\ PIER ON F=OOTINtS \\ \\ .� \\ , •� O'•'-0• TOP C, F'OO 11 TIN / /,• O'-0' TOP OF FOOG (`TYPICAL) / / / / 1• /\/\/\ crYPIGAu/ �. ell \/\/\/\/\/\/\/\/\//\//\//\//\//\//\//\//\//\//\//\ \// / Ws�OF R�Et y/ // a" THICK GOFNG. WALL nK2,04 RESAR C. s`�'�G \/\\/\\/\\/\\/\\/\\/\\/�\/�\ r\ \\/\\/\\�/\\/\\/\\/\\/ \ f►T TOP OF WrAI.L, TO DEAR ON 8" x \/\/ i , A /�\ // // // //\\//\/ /\//\//\\. \/�\/ I b• coNc. FOOTING n/0)0413ARS. /\//\/\/ \\ \\j�\ \r\\j\\j\\j\\j� PR+01/IVE I C'..ONG. STIJGC.O ON FOUNDATION ABOVE &RAVE 0 3 PROJECT NO.:1201 1sGOR m AD. 04189xl2• FROM EACH DRAWN BY: TICS CHECKED BY: u I L u ENO %0,jw Lu U SCALE: 3/8" = 1' -0" SCALE: 3/8" = 1' -0" DATE: 811112 SCALE: 3/8" = V-0" SHEET TITLE: BUILDING SECTIONS SHEET NO: BIDDING & PERMITS REV1510 5 10'-2" 3 T O (2) FLUSH RECE 5ED MIRRORED ui FEESTAND N VANITY w/TROUGH MEDICINE CABINETS w/FIXED MIRROR LAVATOR URCHA5ED BY OWNER BETISEEN. PURGHAS BY OWNER CUSTOM SHOWER w/CERAMIG TILE; ON MUD SLAB, PITCHED TO DRAIM. 2" BEADED COVE ON W PROVIDE RUBBER PAN UNDER SLAB BLOCKING TO ALIGN WTI LE _ TWO (2) 56" HIGH FLUSH RECESSED MIRRORED MEDICINE CA O Z BINETS PROVIDE RECESSED NICHE Lu NICHE w/FIXED MIRROR BETWEEN. = PURCHASE BY OWNER w/SHELF, APPROX. ALIGNED w/T I LE COURSES 0� m — If 0 p. SOETIE � � W . 5 o L B � N � oWC 4 . 1 2 ' �\ W W Z = Lu seat ca LUNDERMOUNT TUBPER SPECS. \ _� Lo LINEN CLOSET ----------- ;d. C� w/(5) SHELVES \ Imm q' 6'-II" STONE SLAB OUT FOR UNDERMOUNT TUB, CONTINUOUS ELEVATION ELEVATION Aft ww"'m w/BENCH IN SHOWER 7 6 FEESTAND I NG VANITY w/TROUGH A 1 E R A H LAVATORY, PURCHASED BY OWNER SCALE: 1/2"=1'-0" NOTE: PROVIDE TILE ON CEILING OF SHOWER TILE: PROVIDE CERAMIC TILE PER SPECIFICATIONS, ad Z ON WONDERBOARD IN SHOWER 4 ON M0157UPIE FRAMELESS GLAS5 ENCLOSURE RESISTANT GYP. BD. ELSEWHERE, PROVIDE TYPICAL WOOD CASING AT N Q• w/CONTRASTING TILE BAND AS SHOWN �• w/(2) FIXED PANELS, NO DOOR. DOORS $ WINDOWS PER SPECS. o o g PROVIDE SAMPLE OF "RAIN GLA55" W -J FINISH FOR APPROVAL BY OWNER ILIL F1 I � W• � � Z � � W• N to to• r O'Q,� � f r / � a �18350.1 U \ TUB BEYOND / / PROVIDE RECESSED NICHE, y / APPROX. I8" SO., ALIGNED\ / w/TILE COURSES 1201 -- - --- - - --� / � TCS HECKED BY: ELEVATION ELEVATION ELEVATION 5 ELEVATION 2 3 4 8/1/12 1/2" = 1'-0" NOTES: SEE PLUMBING, ELECTRIC, CZRAMIG ASTER TILE, AND INTERIOR FINISHES SECTIONS BATH IN SPECIFICATIONS FOR MATERIALS 4 OTHER INFORMATION REVISIONS 'I STRUCTURAL RIDGE CASED w/POPLAR, PAINTED �4 bxb ORNAMENTAL WOOD SOLID DOULAS FIR ORNAMENTAL BEAMS w/CHAMFERED Uj TIMBER' WOHAMFERED EDGES, EDGES. PRO\/IDE PAINT 4 ATTACHED SECURELY TO GLAZED FINIS 0 H „ STRUCTURE PAINTED GYP. BD. Uj Uj U) SOLID TIMBER BLOCK Z ADHERED, ANCHORED Uj _ N SECURELY TO WALLCL � Z � 'V„ n , LU PAINTED GYP. BD. �� ORNAMENTAL WOOD BRACKET AIL B C�CET j \ w/MATGHING FINISH. SEE DETAIL 0 (' CET _ z SCALE: 1"=3'-0" W \ j W Z _ w am I 41_V 11 ` PRE-FAB. PAINTED WOODJul ad N U) 2 FIREPLACE SURROUND DY OWNER, FOR INSTALLATION _ C� O BY G.G. c(� 0 a PRE-FAB. F I REPLACE INSERT. JL1 � SEE SPEC I F I GATI ONS mill � LE Q Uj TILE FINISH ON FLUSH HEARTH AND SURROUND VERTICAL 7/J/ L SURFACES am ELEVATION! 7 ELEVATION! . W2„ „ W2„ 211 1 211 W21t 02t1 *V.2 1 2 *V211 0/2 ---------------- ---------------- 4'-2" 15'-3" �s z• N----Al � ------- ------------------------- ------------------------------------ -- ---------- me --------------------- -- ----------------------- PRE-FAB. CABINETRY ' a COUNTERTOP BY OWNER I w• s � AR PANE ING . � w• � � .= I I Ixb T4G POPLAR L Q �• g I F I � 21- " OVER GYP'. BD. PROVIDE PAINTED t GLAZED FINISH v� v�• I I ----- ---------- -- ------------------------ ------- ---------------- -------- bxb ORNAMENTAL WOOD - ---------- ------------- -----------------------; ,-------------------------- - BEAMS w/CHAMFERED _______ EDGES. PROVIDE PAINT -- -- ------------------------ -------------------------- - GLAZED FIINISH I i �OV NEIn�yo � I PRE-FAB. IFIREPLAGE INSERT. ��P�PS C.Sqy 'I- SEE 5PEGIIFIGATION5 G Gathedl� , I Gelling r' tt1 I ORNAMENTAL WOOD BRACKET w/MATCHINIG FINISH. SEE DETAIL ROJFC � 1201 0 ----- ---------- -- ----------------- - ' ' ' ------------ ------------ -------- PAINTED GYP. BD. ------ ------------------------------------- ------------ ----- TCS I -------------- — -------- HECKED BY: ---------- ------------------------------------- I I ----- ------ I ------------------------ -------- 8/1/12 LINE OF ORNAMEN ,ILL BEAMS ABOVr 1/2" = 1'-0" . , I I I I I _ I I � ( � MASTER CABINETRY 4 COUNTERTOP ______-- _-- --------------------- ------------ = PROVIDED 4 INSTALLED BY SITTING ---------- ---------------------------- Q OWNER. PROVIDE COORDINATION OF HOO — PS ---------- ---------------------------- ---------t r-------- ------------------------------------ m FOR PLUMBING $ ELECTRIC, 41-07 10'-011 41-011 S "m R vozg'o' Or"T t2 8 ELEVATION -MU rt= K b SCALE: 1/2"=1'-0" EmSft I D'L I Ilk 0 oft & M I T V uj CGARACGE W LU x 0 IVIVIV 0 >- � Z ELECTRICAL LEGEND Z O DUPLEX RECEPTACLE OUTLET SURFACE MOUNTED SPOT LIGHT O d. Q 22OV REGEPTAGLE OUTLET SWITCH W QUADRAPLEX RECEPTACLE OUTLET DOOR SWITCHLu - � HALF HOT RECEPTACLE OUTLET 5W1TGH DIMMER � � VP WATER PROOF RECEPTACLE OUTLET ® TELEPHONE 0 O H � GROUND FAULT GROU FAULT INTERRUPTOR OUTLET � TELEVISION NOTES: z W RE HIGH HAT FIXTURE GO SURFACE MOUNTED CEILING FAN WAS HIGH HAT FIXTURE LOW VOLTAGE ===f UNDER CABINET STRIP HALOGEN FIXTURE PROVIDE WALK TH ) KAPrtt!K ARCA41TECT,M-WTRIGVW,60, a. DIRECTIONAL HIGH HAT T SURFACE MOUNTED LIGHTING TRACK TO DI5Gt1°w FrNAL RIXTUR!!: LAYOUT: A ZHITECT WILL RI�VISE SURFACE MOUNTED CEILIN6 FIXTURE EXTERIOR WALL MOUNTED FLOOD L16HT PRAWIIHIS AGGORDINSLY,BiG PILL PROVIDE G08T eSTIMATE LAUNDRY od ET U) Z ® F SURFACE WAL L LL FIXTURE EXHAUST FAN OF GHAN6E5 PRIOR TO INSTALLATIION 4 TO AUDIO SPEAKER L GM CARBON MONOXIDE DETECTOR MODIFY C:EILINS JOIST LAYOUT A6 FtBWRED TO LOCATE O ® 73 ® SMOKE DETECTOR © THERMOSTAT LIGHT FIXTURES IN POSITIONS SHOWN. o uj .e 0 FAMILY ROOM ad Z• WJ• Z 916 -�--- 14 _ 1- I I I 1 I I 1 I I I I I I I 1 I W. N ON Q I—• V _ IIII � II � II II II I I I I I 1 1 I I I I 1 I I I I N y' KITCHEN LIVING ROOM '-- 0 0 qj MPH 1 ------ ----- _ PROJECT NO: 1201 51 I G OM i RAWN BY: ' I � �` ON TCS I I MASTE BEDROOM `\\�`\ ----------- FOYER UG EST 8/1/12 _ __ ---- BEDROOM STUDY 1/4" = 1' - 0�. ' I \ SHEET TITLE: L-------------------------------J ----- ------------ a UP ELECTRIC LAYOUT Lui PLAN SHEET NO: ON Will LAY 0 U4" P L H I /` E A SCALE: 1/4" = 1' -0" BIDDING & PERMITS